HomeMy WebLinkAboutItem 04 Approval to Award Invitation to Bid (ITB) #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & 2
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
STAFF REPORT
Meeting Date: April 21, 2026
Item #: 4
Contact Name: Alexis Chentouf, Joyce Tolbert Department Director: Steven Weber
Contact Number: Ext. 3111, Ext. 1516 City Manager: Craig Shadrix
Subject: Approval to Award Invitation to Bid (ITB) #26-004 Lakewood Avenue North Gravity
Sewer Project Phase 1 & 2. (Procurement Manager Tolbert)
Background Summary: The City of Ocoee solicited bids from qualified contractors for Phase 1 of the
project, which is federally funded through an Environmental Protection Agency (EPA) grant in the amount of
$1,408,412.00. Phase 1of the project consists of the installation of a gravity sewer system, including new
manholes, stub outs, service laterals, and cleanouts, to be constructed by open-cut methods. Phase 1 of the
project is federally funded through an Environmental Protection Agency (EPA) grant.
Phase 2 of the project will be funded by the Owner’s capital funds. The second phase includes the installation
of additional gravity sewer infrastructure, as well as segments of forcemain, associated appurtenances, and
related utility components. This phase also includes the installation of a watermain system.
In addition to piping installation, the project includes connections to existing water mains and manholes,
installation of hydrants, valves, and fittings, pressure testing, and restoration of affected areas, including
roadway, driveways, curb, sodding, seeding, and other associated improvements as required.
All work shall comply with the City of Ocoee Engineering Standards Manual (see Section 02100) and must be
performed in accordance with all applicable permits issued by the respective agencies. All work shall be
performed while maintaining the functional operation of the existing reclaim mains.
The ITB was publicly advertised on February 15, 2026, and opened on March 31, 2026. There were a total of
seven (7) bids received and all were deemed responsive. The bids ranged from $4,516,700.00 to
$6,177,423.00 and are available in the finance department for review. Staff recommends awarding ITB #26-
004 Lakewood Avenue North Gravity Sewer Project Phase 1 & 2 to the lowest bidder, J. Malever Construction
Company, for the total bid of $4,516,700.00 per the attached Award Recommendation from Utilities' Director
Jen Bolling. The Utilities Department has a good working relationship with J. Malever Construction Company
on multiple projects under Contract RFQ #22-005 Continuing Contract to Bid Small Construction Projects. This
total bid comes in under the Engineer's Estimate of $5,044,000.00.
Bidder Phase 1 Phase 2 Total Bid
1. J. Malever Construction
Company
$1,173,150.00 $3,343,550.00 $4,516,700.00
2. APEC, LLC $954,550.00 $4,024,000.00 $4,978,550.00
3. DB Civil Construction,
LLC
$1,411,900.00 $3,586,950.00 $4,998,850.00
Page 176 of 576
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
Issue:
Should the Honorable Mayor and City Commission award the bid for the Lakewood Avenue North Gravity
Sewer Project Phase 1 and Phase 2 to J. Malever Construction Company and approve the associated funding
changes?
Recommendations:
Staff recommends the Honorable Mayor & City Commission:
1. Award ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & 2 to J. Malever Construction
Company for the amount of $4,516,700.00, and authorize the Mayor, City Clerk, and Staff to execute the
required contract documents once the required bonds and insurance are received.
2. Approve the necessary funding changes.
3. Authorize the City Manager to approve change orders to this contract up to the limit of his purchasing
authority for each change order and up to the budgeted amount for this project for all change orders.
Attachments:
1. Award Recommendation
2. Bid Tabulation
3. Invitation to Bid
4. J. Malever Bid Submission
5. Addendum 01
6. Addendum 02 / Amended Plans
7. Addendum 03
Financial Impacts:
The Lakewood Avenue North Gravity Sewer Project Phase 1 is funded by an EPA Federal Grant in the
amount of $1,408,412.00. Phase 1 & 2 has been budgeted for Fiscal Year 2025-2026 in the amount of
$3,500,000.00 from the Wastewater Capital Improvements Carry Forward Fund (408-535-10-6302) under Job
Number P000435. This construction project will have a total budget of $5,396,778.62, with additional funding
in the amount of $1,896,778.62, which will be reallocated from the following job numbers and funding sources.
• $115,781.78 from the Wastewater Capital Improvements Carry Forward Fund (408-535-10-6302), Job
Number P000252
• $15,312.44 from the Water Capital Improvements Carry Forward Fund (408-533-10-6302), Job Number
P000252
• $361,224.00 from the Water Capital Improvements Carry Forward Fund (408-533-10-6302), Job Number
P000284
• $704,984.80 from the Water Capital Improvements Carry Forward Fund (408-533-10-6302), Job Number
T5023
• $150,000.00 from the Water Capital Improvements Fund (404-533-10-6302), Job Number T5035
• $549,475.60 from the Water Capital Improvements Carry Forward Fund (408-533-10-6302), Job Number
T5035
Type of Item: Consent
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BID TABULATION
ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 Phase 2
03/31/26 2:00 P.M.
BIDDER
Acknowledgement of Addendum 1,2, & 3
Bid Security
Exceptions
Company Verification
Required Forms
DESCRIPTION UNITS EST'D QTY. UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
PHASE 1 - GRANT FUNDED
Mobilization/Demobilization Lump Sum 1 $150,000.00 $150,000.00 $140,000.00 $140,000.00 $58,325.00 $58,325.00 $59,700.00 $59,700.00 $75,000.00 $75,000.00 $489,000.00 $489,000.00 $54,600.00 $54,600.00
Maintenance of Traffic Lump Sum 1 $30,000.00 $30,000.00 $250,000.00 $250,000.00 $152,000.00 $152,000.00 $46,100.00 $46,100.00 $250,000.00 $250,000.00 $32,500.00 $32,500.00 $164,580.00 $164,580.00
As-Built Survey ($8,500
minimum bid) Lump Sum 1 $30,000.00 $30,000.00 $10,000.00 $10,000.00 $12,000.00 $12,000.00 $13,000.00 $13,000.00 $50,000.00 $50,000.00 $32,500.00 $32,500.00 $26,100.00 $26,100.00
12" PVC Sewer Pipe 0'-6' Linear Feet 740 $120.00 $88,800.00 $150.00 $111,000.00 $240.00 $177,600.00 $412.00 $304,880.00 $345.00 $255,300.00 $210.00 $155,400.00 $382.25 $282,865.00
12" PVC Sewer Pipe 6'-8' Linear Feet 290 $140.00 $40,600.00 $170.00 $49,300.00 $275.00 $79,750.00 $466.00 $135,140.00 $385.00 $111,650.00 $258.00 $74,820.00 $382.25 $110,852.50
12" PVC Sewer Pipe 8'-10' Linear Feet 245 $170.00 $41,650.00 $220.00 $53,900.00 $375.00 $91,875.00 $620.00 $151,900.00 $425.00 $104,125.00 $318.00 $77,910.00 $382.25 $93,651.25
12" PVC Sewer Pipe 10'-12' Linear Feet 50 $210.00 $10,500.00 $300.00 $15,000.00 $515.00 $25,750.00 $1,430.00 $71,500.00 $450.00 $22,500.00 $354.00 $17,700.00 $382.25 $19,112.50
Remove 8" PVC Sewer and
Replace with 12" PVC Sewer Pipe Linear Feet 80 $300.00 $24,000.00 $900.00 $72,000.00 $745.00 $59,600.00 $1,076.00 $86,080.00 $650.00 $52,000.00 $354.00 $28,320.00 $497.75 $39,820.00
8" PVC Sewer Pipe 0'-6' Linear Feet 35 $200.00 $7,000.00 $230.00 $8,050.00 $640.00 $22,400.00 $584.00 $20,440.00 $330.00 $11,550.00 $195.00 $6,825.00 $367.45 $12,860.75
8" PVC Sewer Pipe 6'-8' Linear Feet 65 $200.00 $13,000.00 $240.00 $15,600.00 $690.00 $44,850.00 $583.00 $37,895.00 $375.00 $24,375.00 $243.00 $15,795.00 $367.45 $23,884.25
8" PVC Sewer Pipe 8'-10' Linear Feet 45 $200.00 $9,000.00 $340.00 $15,300.00 $740.00 $33,300.00 $667.00 $30,015.00 $410.00 $18,450.00 $303.00 $13,635.00 $367.45 $16,535.25
Sewer Manholes 0'-4', 4'-8', 8'-
10'' Depth Vertical Feet 90 $2,500.00 $225,000.00 $1,500.00 $135,000.00 $1,200.00 $108,000.00 $2,608.00 $234,720.00 $2,400.00 $216,000.00 $1,170.00 $105,300.00 $1,026.28 $92,365.20
Sanitary Service Connections and
Cleanouts Each 19 $2,500.00 $47,500.00 $6,000.00 $114,000.00 $5,000.00 $95,000.00 $10,460.00 $198,740.00 $5,000.00 $95,000.00 $1,736.00 $32,984.00 $2,233.60 $42,438.40
Initial Pavement Ton 340 $300.00 $102,000.00 $850.00 $289,000.00 $275.00 $93,500.00 $373.00 $126,820.00 $340.00 $115,600.00 $227.00 $77,180.00 $290.40 $98,736.00
Final Pavement Ton 200 $300.00 $60,000.00 $275.00 $55,000.00 $275.00 $55,000.00 $306.00 $61,200.00 $410.00 $82,000.00 $227.00 $45,400.00 $312.00 $62,400.00
1” Pavement Milling Square Yards 3,500 $10.00 $35,000.00 $10.00 $35,000.00 $9.00 $31,500.00 $6.00 $21,000.00 $15.00 $52,500.00 $19.00 $66,500.00 $12.40 $43,400.00
Concrete Work Square Yards 35 $300.00 $10,500.00 $130.00 $4,550.00 $120.00 $4,200.00 $163.00 $5,705.00 $125.00 $4,375.00 $162.00 $5,670.00 $114.00 $3,990.00
Material Above Pipe Bedding
and Initial Backfill Cubic Yards 300 $60.00 $18,000.00 $80.00 $24,000.00 $45.00 $13,500.00 $183.00 $54,900.00 $80.00 $24,000.00 $162.00 $48,600.00 $27.25 $8,175.00
Replace with 15" RCP Storm
Sewer Pipe Linear Feet 40 $300.00 $12,000.00 $380.00 $15,200.00 $375.00 $15,000.00 $1,070.00 $42,800.00 $400.00 $16,000.00 $194.00 $7,760.00 $142.85 $5,714.00
TOTAL PHASE 1 BID $954,550.00 $1,411,900.00 $1,173,150.00 $1,702,535.00 $1,580,425.00 $1,333,799.00 $1,202,080.10
PHASE 2 - NOT GRANT FUNDED
Mobilization/Demobilization Lump Sum 1 $150,000.00 $150,000.00 $340,000.00 $340,000.00 $165,000.00 $165,000.00 $179,690.00 $179,690.00 $210,000.00 $210,000.00 $489,000.00 $489,000.00 $132,000.00 $132,000.00
Maintenance of Traffic Lump Sum 1 $30,000.00 $30,000.00 $290,000.00 $290,000.00 $152,000.00 $152,000.00 $66,280.00 $66,280.00 $250,000.00 $250,000.00 $32,500.00 $32,500.00 $152,862.00 $152,862.00
As-Built Survey Lump Sum 1 $30,000.00 $30,000.00 $15,000.00 $15,000.00 $12,000.00 $12,000.00 $19,500.00 $19,500.00 $50,000.00 $50,000.00 $65,000.00 $65,000.00 $53,436.00 $53,436.00
12" PVC Sewer Pipe 0'-6'Linear Feet 540 $120.00 $64,800.00 $150.00 $81,000.00 $240.00 $129,600.00 $460.00 $248,400.00 $345.00 $186,300.00 $210.00 $113,400.00 $412.25 $222,615.00
12" PVC Sewer Pipe 6'-8'Linear Feet 1,150 $140.00 $161,000.00 $170.00 $195,500.00 $275.00 $316,250.00 $403.00 $463,450.00 $385.00 $442,750.00 $258.00 $296,700.00 $412.25 $474,087.50
8" PVC Sewer Pipe 0'-6'Linear Feet 80 $140.00 $11,200.00 $230.00 $18,400.00 $640.00 $51,200.00 $416.00 $33,280.00 $330.00 $26,400.00 $195.00 $15,600.00 $397.45 $31,796.00
8" PVC Sewer Pipe 6'-8'Linear Feet 110 $140.00 $15,400.00 $240.00 $26,400.00 $690.00 $75,900.00 $431.00 $47,410.00 $375.00 $41,250.00 $243.00 $26,730.00 $397.45 $43,719.50
8" PVC Sewer Pipe 8'-10'Linear Feet 70 $210.00 $14,700.00 $340.00 $23,800.00 $740.00 $51,800.00 $677.00 $47,390.00 $410.00 $28,700.00 $303.00 $21,210.00 $397.45 $27,821.50
Sewer Manholes 0'-4', 4'-8', 8'-
10' Depth Vertical Feet 90 $2,500.00 $225,000.00 $1,500.00 $135,000.00 $1,200.00 $108,000.00 $2,440.00 $219,600.00 $2,400.00 $216,000.00 $1,170.00 $105,300.00 $1,025.28 $92,275.20
12' PVC Force Main Via Open Cut Linear Feet 400 $350.00 $140,000.00 $150.00 $60,000.00 $300.00 $120,000.00 $383.00 $153,200.00 $290.00 $116,000.00 $249.00 $99,600.00 $151.85 $60,740.00
12 Tapping Sleeve and Valve Each 2 $15,000.00 $30,000.00 $30,000.00 $60,000.00 $16,000.00 $32,000.00 $20,360.00 $40,720.00 $17,000.00 $34,000.00 $25,000.00 $50,000.00 $15,031.00 $30,062.00
Sanitary Service Connections and
Cleanouts Each 19 $400.00 $7,600.00 $6,000.00 $114,000.00 $5,000.00 $95,000.00 $10,010.00 $190,190.00 $5,000.00 $95,000.00 $2,386.00 $45,334.00 $6,898.60 $131,073.40
Initial Pavement Ton 535 $300.00 $160,500.00 $850.00 $454,750.00 $275.00 $147,125.00 $365.00 $195,275.00 $340.00 $181,900.00 $227.00 $121,445.00 $290.40 $155,364.00
Final Pavement Ton 320 $300.00 $96,000.00 $275.00 $88,000.00 $275.00 $88,000.00 $303.00 $96,960.00 $410.00 $131,200.00 $227.00 $72,640.00 $306.00 $97,920.00
1” Pavement Milling Square Yards 5,700 $10.00 $57,000.00 $10.00 $57,000.00 $9.00 $51,300.00 $6.00 $34,200.00 $15.00 $85,500.00 $19.00 $108,300.00 $12.40 $70,680.00
Concrete Work Square Yards 1,600 $110.00 $176,000.00 $90.00 $144,000.00 $120.00 $192,000.00 $144.00 $230,400.00 $125.00 $200,000.00 $162.00 $259,200.00 $114.00 $182,400.00
Material Above Pipe Bedding
and Initial Backfill Cubic Yards 1100 $250.00 $275,000.00 $40.00 $44,000.00 $45.00 $49,500.00 $180.00 $198,000.00 $80.00 $88,000.00 $39.00 $42,900.00 $27.10 $29,810.00
Contaminated Soil Excavation
With Offsite Disposal Cubic Yards 50 $500.00 $25,000.00 $50.00 $2,500.00 $400.00 $20,000.00 $1,036.00 $51,800.00 $350.00 $17,500.00 $104.00 $5,200.00 $637.35 $31,867.50
WEST2WEST CONSTRUCTION, LLC
Bid Bond
SANPIK INC.PRIME CONSTRUCTION GROUP, INC.
Bid Bond Bid Bond
No
Bid Bond
J MALEVER CONSTRUCTION
DB CIVIL CONSTRUCTION MIDSOUTH INC.
No
Bid Bond
APEC LLC
**303 - Drug Free
Bid Bond
No
Bid Bond
1
Page 180 of 576
BID TABULATION
ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 Phase 2
03/31/26 2:00 P.M.
Management of Contaminated
Materials and Soils/Fill Lump Sum 1 $5,000.00 $5,000.00 $1,000.00 $1,000.00 $14,000.00 $14,000.00 $26,000.00 $26,000.00 $15,000.00 $15,000.00 $32,500.00 $32,500.00 $118,200.00 $118,200.00
Removal and Disposal of
Contaminated Groundwater Lump Sum 1 $16,000.00 $16,000.00 $20,000.00 $20,000.00 $23,000.00 $23,000.00 $104,910.00 $104,910.00 $20,000.00 $20,000.00 $32,500.00 $32,500.00 $429,066.00 $429,066.00
Ductile Iron Water Main via
Open Cut Linear Feet 2,900 $350.00 $1,015,000.00 $130.00 $377,000.00 $140.00 $406,000.00 $140.00 $406,000.00 $250.00 $725,000.00 $206.00 $597,400.00 $130.85 $379,465.00
Furnish and Install 8-inch Ductile
Iron Water Main via Open Cut Linear Feet 400 $325.00 $130,000.00 $110.00 $44,000.00 $100.00 $40,000.00 $181.00 $72,400.00 $195.00 $78,000.00 $158.00 $63,200.00 $97.40 $38,960.00
Furnish and Install 6-inch Ductile
Iron Water Main via Open Cut Linear Feet 180 $260.00 $46,800.00 $100.00 $18,000.00 $95.00 $17,100.00 $171.00 $30,780.00 $165.00 $29,700.00 $130.00 $23,400.00 $75.05 $13,509.00
Polyethylene Water Main via
Open Cut Linear Feet 80 $260.00 $20,800.00 $30.00 $2,400.00 $80.00 $6,400.00 $54.00 $4,320.00 $95.00 $7,600.00 $41.00 $3,280.00 $31.40 $2,512.00
Ductile Iron Fittings Ton 18 $25,000.00 $450,000.00 $5,000.00 $90,000.00 $14,000.00 $252,000.00 $13,080.00 $235,440.00 $5,000.00 $90,000.00 $11,400.00 $205,200.00 $8,771.05 $157,878.90
12-inch Gate Valve and Box Each 22 $6,600.00 $145,200.00 $9,000.00 $198,000.00 $5,500.00 $121,000.00 $5,850.00 $128,700.00 $6,650.00 $146,300.00 $5,745.00 $126,390.00 $7,301.30 $160,628.60
8-inch Gate Valve and Box Each 9 $6,900.00 $62,100.00 $5,000.00 $45,000.00 $3,300.00 $29,700.00 $3,600.00 $32,400.00 $4,850.00 $43,650.00 $3,333.00 $29,997.00 $3,849.70 $34,647.30
6-inch Gate Valve and Box Each 3 $6,200.00 $18,600.00 $4,000.00 $12,000.00 $2,400.00 $7,200.00 $2,810.00 $8,430.00 $3,650.00 $10,950.00 $2,310.00 $6,930.00 $2,807.55 $8,422.65
2-inch Gate Valve and Box Each 3 $3,200.00 $9,600.00 $1,800.00 $5,400.00 $1,800.00 $5,400.00 $2,140.00 $6,420.00 $3,350.00 $10,050.00 $1,343.00 $4,029.00 $1,799.65 $5,398.95
8-inch Single Linestop Each 2 $10,000.00 $20,000.00 $16,000.00 $32,000.00 $10,500.00 $21,000.00 $16,590.00 $33,180.00 $16,250.00 $32,500.00 $11,198.00 $22,396.00 $12,300.00 $24,600.00
6-inch Single Linestop Each 6 $12,000.00 $72,000.00 $12,000.00 $72,000.00 $9,400.00 $56,400.00 $15,460.00 $92,760.00 $14,000.00 $84,000.00 $9,865.00 $59,190.00 $10,047.00 $60,282.00
2-inch Single Linestop Each 9 $3,500.00 $31,500.00 $7,500.00 $67,500.00 $2,500.00 $22,500.00 $8,870.00 $79,830.00 $5,700.00 $51,300.00 $2,679.00 $24,111.00 $4,828.00 $43,452.00
Fire Hydrant Assembly Each 7 $8,000.00 $56,000.00 $12,000.00 $84,000.00 $10,000.00 $70,000.00 $10,480.00 $73,360.00 $12,500.00 $87,500.00 $8,371.00 $58,597.00 $8,440.00 $59,080.00
2-inch Air Release Valve
Assembly Each 2 $8,000.00 $16,000.00 $10,000.00 $20,000.00 $10,000.00 $20,000.00 $13,760.00 $27,520.00 $12,000.00 $24,000.00 $7,549.00 $15,098.00 $8,440.20 $16,880.40
8-inch PVC Water Main
Connection Each 9 $2,500.00 $22,500.00 $4,500.00 $40,500.00 $4,500.00 $40,500.00 $7,710.00 $69,390.00 $5,500.00 $49,500.00 $7,572.00 $68,148.00 $3,946.95 $35,522.55
6-inch PVC Water Main
Connection Each 4 $2,500.00 $10,000.00 $3,800.00 $15,200.00 $3,500.00 $14,000.00 $7,440.00 $29,760.00 $5,000.00 $20,000.00 $7,373.00 $29,492.00 $3,179.50 $12,718.00
2-inch GS Water Main
Connection Each 4 $1,500.00 $6,000.00 $1,800.00 $7,200.00 $1,500.00 $6,000.00 $4,060.00 $16,240.00 $2,500.00 $10,000.00 $4,042.00 $16,168.00 $1,768.75 $7,075.00
1-inch Single Service Connection,
Short Each 12 $1,200.00 $14,400.00 $1,800.00 $21,600.00 $1,500.00 $18,000.00 $2,220.00 $26,640.00 $4,500.00 $54,000.00 $2,207.00 $26,484.00 $1,305.30 $15,663.60
1-inch Single Service Connection,
Long Each 14 $2,800.00 $39,200.00 $3,000.00 $42,000.00 $8,000.00 $112,000.00 $5,540.00 $77,560.00 $5,000.00 $70,000.00 $3,150.00 $44,100.00 $1,337.40 $18,723.60
1-inch Double Service
Connection, Short Each 4 $350.00 $1,400.00 $2,600.00 $10,400.00 $1,500.00 $6,000.00 $3,020.00 $12,080.00 $6,000.00 $24,000.00 $2,375.00 $9,500.00 $1,714.75 $6,859.00
1-inch Double Service
Connection, Long Each 1 $550.00 $550.00 $3,500.00 $3,500.00 $15,000.00 $15,000.00 $10,230.00 $10,230.00 $6,500.00 $6,500.00 $3,245.00 $3,245.00 $1,676.20 $1,676.20
Backflow Preventer Service
Connection Each 1 $18,500.00 $18,500.00 $7,000.00 $7,000.00 $7,500.00 $7,500.00 $12,080.00 $12,080.00 $3,100.00 $3,100.00 $6,782.00 $6,782.00 $3,578.00 $3,578.00
Grout and Abandon Existing
Water Main (2-inch to 8-inch)Linear Feet 3,690 $10.00 $36,900.00 $10.00 $36,900.00 $20.00 $73,800.00 $28.70 $105,903.00 $20.00 $73,800.00 $39.00 $143,910.00 $21.25 $78,412.50
Removal and Disposal of Existing
Fire Hydrants Each 3 $4,500.00 $13,500.00 $2,500.00 $7,500.00 $7,500.00 $22,500.00 $3,560.00 $10,680.00 $4,200.00 $12,600.00 $1,105.00 $3,315.00 $1,940.00 $5,820.00
Driveway Restoration for Dirt
and Gravel Driveways Square Yards 150 $115.00 $17,250.00 $50.00 $7,500.00 $25.00 $3,750.00 $40.00 $6,000.00 $35.00 $5,250.00 $65.00 $9,750.00 $85.15 $12,772.50
Sod Square Yards 600 $10.00 $6,000.00 $12.00 $7,200.00 $7.00 $4,200.00 $27.00 $16,200.00 $8.00 $4,800.00 $11.00 $6,600.00 $4.45 $2,670.00
Demolish Existing LS 46 Lump Sum 1 $8,500.00 $8,500.00 $100,000.00 $100,000.00 $25,025.00 $25,025.00 $159,730.00 $159,730.00 $25,000.00 $25,000.00 $58,500.00 $58,500.00 $112,200.00 $112,200.00
4' PVC Force Main Via Open Cut Linear Feet 40 $250.00 $10,000.00 $120.00 $4,800.00 $160.00 $6,400.00 $54.00 $2,160.00 $200.00 $8,000.00 $44.00 $1,760.00 $34.90 $1,396.00
12" Blowoff Assembly Each 1 $7,500.00 $7,500.00 $6,000.00 $6,000.00 $2,000.00 $2,000.00 $7,020.00 $7,020.00 $6,000.00 $6,000.00 $3,670.00 $3,670.00 $4,932.30 $4,932.30
8" Blowoff Assembly Each 2 $6,500.00 $13,000.00 $5,000.00 $10,000.00 $1,500.00 $3,000.00 $5,720.00 $11,440.00 $4,000.00 $8,000.00 $3,404.00 $6,808.00 $3,214.10 $6,428.20
12-inch Single Linestop Each 1 $15,000.00 $15,000.00 $22,000.00 $22,000.00 $15,500.00 $15,500.00 $23,580.00 $23,580.00 $20,700.00 $20,700.00 $21,500.00 $21,500.00 $20,720.00 $20,720.00
TOTAL PHASE 2 BID $4,024,000.00 $3,586,950.00 $3,343,550.00 $4,474,888.00 $4,257,300.00 $3,734,009.00 $3,920,679.85
TOTAL BASE BID: PHASE 1 & PHASE 2 $4,978,550.00 $4,998,850.00 $4,516,700.00 $6,177,423.00 $5,837,725.00 $5,067,808.00 $5,122,759.95
231
Yellow highlighted cells indicates discrepancies on bid form
Bidders listed in alphabetical order.
*Missing forms considered a minor irregularity
**License check, submitted forms & references verified only on lowest three firms.
2
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Lakewood Avenue North Gravity Sewer – Ph.1 & 2
ITB #26-004
00020-1
SECTION 00020
INVITATION TO BID
ITB #26-004 Lakewood Avenue North Gravity Sewer Project
Phase 1 & Phase 2
The City of Ocoee, Florida (“City”, “Owner”) is soliciting sealed Bids for the Project ITB #26-004
26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2. Phase 1 of
this project is funded by an EPA federal grant. All work performed under Phase 1 shall comply with
the requirements outlined in Appendix C – Federal Grant Compliance Documents. These include
Davis-Bacon labor standards, AIS/BABA domestic material provisions, and other EPA grant
conditions. Contractors shall account for these requirements in their bids. Phase 2 is not grant
funded; therefore, is not subject to these requirements .
Description of Work: All Work for the Project shall be constructed in accordance with the drawings
and specifications and the Contact Documents prepared by Wright Pierce and the City of Ocoee
Utilities Department. The proposed project will be awarded and constructed, in conformance with
the plans, specifications, and City of Ocoee Engineering Standards Manual. Bids shall be deemed to
include all items necessary for the furnishing, delivering, and installing of all materials, equipment,
incidentals, and services, including all labor for the work which is generally described as the
following:
A. Phase 1 will be solely funded by a grant received by the Owner. Phase 1 of the project will
include approximately 1,350 LF of 12-inch polyvinyl chloride (PVC) PVC-SDR 26 gravity
sewer system by open cut installation, ten (10) new manholes, four (4) 8-inch PVC-SDR 26
stub outs, service laterals and cleanouts.
B. Phase 2 of the project will be funded by the Owners capital funds. The second phase of this
project includes the installation of approximately 1,650 linear feet of 12-inch PVC-SDR 26
gravity sewer system and approximately 400 linear feet of 12-inch PVC-DR18 forcemain by
open-cut installation, nine (9) new manholes, five (5) 8-inch PVC-SDR 26 stub outs, one (1)
4-inch PVC-DR18 forcemain stub out, service laterals and cleanouts. This phase also
includes 2,900 linear feet of 12-inch ductile iron watermain installed by open cut. Along with
the installation of the piping the project consists of connections to existing water mains and
manholes, installation of hydrants, valves, fittings, pressure testing, open cut and restoration
of associated roadway, driveways, curb, sodding, seeding and other restoration as may be
required.
C. All work must be in compliance with the City of Ocoee Engineering Standards Manual. See
Section 02100. All work activities shall be required to be in accordance with the permits
issued by the respective agencies. All work performed will be required to be done while
maintaining the functional operation of the existing reclaim mains.
The City is ONLY accepting electronic solicitation responses online through the City’s Bonfire
platform at https://ocoee.bonfirehub.com. This link can also be accessed through the City’s website
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Lakewood Avenue North Gravity Sewer – Ph.1 & 2
ITB #26-004
00020-2
at https://www.ocoee.org/323/Purchasing under the Current Open Solicitations menu. All Bid
submissions for this ITB MUST be submitted electronically through the Bonfire Platform. Bid
submissions received in any other format will not be accepted; no paper, fax, or e-mailed
submissions will be accepted. There is no charge for bidders to use the Bonfire e-procurement
platform. Bonfire platform’s minimum system requirements: Microsoft Edge, Google Chrome,
Safari, or Mozilla Firefox. JavaScript and browser cookies must be enabled.
Registration with Bonfire is free and is required prior to submitting a bid. It is suggested that
prospective bidders register no later than 24 hours in advance of the bid submission deadline to
ensure proper registration. Should a Bidder need assistance with registering, please contact the
Bonfire Support Desk by emailing support@gobonfire.com. Support by email is provided Monday
to Friday from 8:00 a.m. – 8:00 p.m. EST/EDT.
Upon completing the registration with Bonfire, bidders will be able to submit a bid securely, any
time before the bid submission deadline, at https://ocoee.bonfirehub.com by clicking the “PREPARE
YOUR SUBMISSION” under the solicitation. An instructional video is provided for an overview of
the submission process. Once the bid has been submitted, the Bidder will receive a date/time stamp
confirmation within the Bonfire platform and an email confirmation of the bid submission. Bids
submitted on the Bonfire Platform will remain locked and inaccessible by City staff until the bid
deadline. Bidders are encouraged to allow ample time to upload and submit their Bid as the system
will automatically lock upon the bid submission deadline. The actual contract award will be made by
the Ocoee City Commission at a later date. Please be aware that all City Commission meetings are
duly noticed public meetings and all documents submitted to the City as a part of a bid constitute
public records under Florida law.
Bid Submission Deadline: Bids will only be accepted electronically through the Bonfire Platform
until 2:00 p.m., local time, on March 31, 2026. Bidders shall submit one (1) complete electronic
copy, preferably in a single file, of their Bid on the Bonfire Platform. Bids must be received by
Bonfire no later than the bid submission deadline. It shall be the sole responsibility of the Bidder to
have its Bid uploaded and submitted on the Bonfire Platform prior to the due date and time. Any
attempt to submit a bid after the submission deadline will not be accepted under any circumstances.
Any uncertainty regarding the time a bid is received will be resolved against the Bidder. A virtual
public bid opening will be held at approximately 2:01 pm. or as soon thereafter. Once available, the
details on how to access the virtual bid opening will be posted in the project file on Bonfire and
available on the City’s website at https://www.ocoee.org/959/Public-Bid-Meetings.
Deadline for Receipt of Questions: The City will receive questions regarding this ITB only through
written inquires directed to Alexis Chentouf, Purchasing Technician at achentouf@ocoee.org OR
through the questions and answer section of the project file on Bonfire until March 17, 2026, at
2:00 p.m., local time. Any clarifications/changes will be made by way of written addenda only,
issued by Purchasing and posted on Bonfire. Bidders should not contact City staff, with the
exception of the Purchasing Technician, or other City consultants for information regarding this ITB
before the Bid award date. Any contact with any other member of City Staff, City Commission, or
its agents during the solicitation, award, and protest period may be grounds for disqualification.
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Lakewood Avenue North Gravity Sewer – Ph.1 & 2
ITB #26-004
00020-3
Pre-Bid Conference: A non-mandatory pre-bid conference is scheduled for 10:00 a.m. local time
on Tuesday, March 3, 2026 at the City of Ocoee Commissions Chambers, 1 N. Bluford Ave,
Ocoee, FL 34761.
Bid Bond: A certified check or bid bond shall accompany each Bid. The certified check or bid
bond shall be for an amount not less than five percent (5%) of the bid price, and shall be made
payable to the City of Ocoee as a guarantee that the Bidder will not withdraw for a period of ninety
(90) days after bid closing time. A copy of the bid security is to be included with the bid submitted
electronically Bonfire. The original bid security is to be mailed within five (5) business days after the
bid opening to: City of Ocoee, Finance Department/Purchasing, Attention: Alexis Chentouf,
Purchasing Technician, 1 N. Bluford Avenue, Ocoee, FL 34761. Failure to provide the original will
cause your bid to be deemed non-responsive.
Convicted Vendor List (Public Entity Crime). A person or affiliate who has been placed on the
convicted vendor list following a conviction for a public entity crime may not submit a Bid on an
award to provide any goods or services to a public entity, may not submit a bid on an award with a
public entity for the construction or repair of a public building or public work, may not submit bids
on leases of real property to a public entity, may not be awarded or perform work as a Contractor,
Supplier, Subcontractor, or Consultant under a award with any public entity, and may not transact
business with any public entity in excess of the threshold amount provided in section 287.017 for
Category Two for a period of 36 months from the date of being placed on the convicted vendor list.
[See s. 287.133(2)(a), Florida Statutes.]
Florida Public Records Law. In accordance with Chapter 119, Florida Statutes, and, except as may
be provided by Chapter 119, Florida Statutes, and other applicable State and Federal Laws, all
Bidders should be aware that the Bid and the responses thereto are in the public domain and are
available for public inspection. Bidders are requested, however, to identify specifically any
information contained in their bids that they consider confidential and/or proprietary and that they
believe to be exempt from disclosure, citing specifically the applicable exempting law. All bids
received in response to this Invitation to Bid become the property of the City and will not be
returned. In the event of an award, all documentation produced as part of the contract will become
the exclusive property of the City.
Prohibition Against Considering Social, Political or Ideological Interests in Government
Contracting: Bidders are hereby notified of the provisions of section 287.05701, Florida Statutes, as
amended, that the City will not request documentation of or consider a Bidder's social, political, or
ideological interests when determining if the Bidder is a responsible Bidder. Bidders are further
notified that the City's governing body may not give preference to a Bidder based on the Bidder's
social, political, or ideological interests.
The City reserves the right to accept or reject any or all bids, to waive formalities,
technicalities or irregularities, to request clarification of information submitted in any bid, or
to re-advertise for new bids. The City may accept any item or group of items of any bid, unless
the Bidder qualifies its bid by specific limitations. The City may accept one or more bids if, in
the City’s discretion, the City determines that it is in the City’s best interest to do so.
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Lakewood Avenue North Gravity Sewer – Ph.1 & 2
ITB #26-004
00020-4
The City reserves the right to award the contract to the Bidder which, in the City’s sole
discretion, is the most responsive and responsible Bidder. The City reserves the right, as an
aid in determining which bid is responsible, to require a bidder to submit such additional
evidence of Bidder’s qualifications as the City may deem necessary, and may consider any
evidence available to the City of the financial, technical, and other qualifications and abilities
of a Bidder, including past performance (experience) with the City and others. The City
Commission shall be the final authority in the selection of any and all bids.
END OF SECTION
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Mayor Commissioners Rusty Johnson Scott R. Kennedy, District 1 Rosemary Wilsen, District 2
City Manager Richard Firstner, District 3 Craig Shadrix George Oliver III, District 4
Addendum No.1 ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2 Page 1
March 10, 2026
ADDENDUM NO. ONE (1)
CITY OF OCOEE
ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2
This addendum shall modify and become a part of the original ITB Documents for ITB #26-004. This
addendum consists of eighty-eight (88) pages. Bidders should acknowledge receipt of this addendum in the
space provided in the Bid Form. Failure to do so may subject the Bidder to disqualification.
Answers to questions received and/or Amendments to the ITB Documents are as follows
1.Revised Bid Form
•The Bid Form has been revised. All Bidders must submit the revised Bid Form attached to this
addendum.
2.Wright-Pierce Section 01150 – Measurement and Payment
•The revised Section 01150 will be attached to this addendum.
3.Revised Contract Drawings
•The revised drawings will be attached to this addendum.
4.Questions / Answers
Q1. What is the engineer’s estimate for this project?
A1. The estimated cost of the project is $5,044,000.00.
Page 229 of 576
Addendum No.1 ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2 Page 2
Alexis Chentouf
Alexis Chentouf
Purchasing Technician
cc: Jen Bolling, Utilities Director
Attachments:
Bid Form – Revised
Wright-pierce Section 01150 – Measurement and Payment
Revised Contract Drawings
Page 230 of 576
Lakewood Avenue North Gravity Sewer – Ph.1 & 2
ITB #26-004
00300-1
SECTION 00300
BID FORM
SUBMITTED: _________________________
(Date)
PROJECT IDENTIFICATION: CITY OF OCOEE ITB #26-004
LAKEWOOD AVENUE NORTH GRAVITY SEWER PROJECT
PHASE 1 & 2
NAME OF BIDDER: ___________________________________________________________
BUSINESS ADDRESS: _____________________________PHONE NO.: _______________
CITY, STATE, ZIP: _____________________________
CONTRACTOR’S FEDERAL I.D. NUMBER ______________________________________
CONTRACTOR'S FLORIDA LICENSE NO.:
THIS BID IS SUBMITTED TO: City of Ocoee, Florida (hereinafter called Owner)
1.The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an
Agreement with Owner in the form included in the Contract Documents to perform and
furnish all Work, as specified or indicated in the Contract Documents for the Contract Price
and within the Contract Times indicated in this Bid Form and in accordance with the other
terms and conditions of the Contract Documents.
2.Bidder accepts all of the terms and conditions of the Bidding Documents, including,
without limitation, those dealing with the disposition of Bid Bond. This Bid will remain
open for ninety (90) calendar days after the day of Bid opening. Bidder will sign and
deliver the required number of counterparts of the Amendment to the Agreement with the
Bonds and other documents required by the Bidding Requirements within ten (10) days
after the date of Owner's Notice of Intent to Award.
3.In submitting this Bid, Bidder makes all representations required by the Instructions to
Bidders and the Agreement and further warrants and represents that:
a.Bidder has examined copies of all the Bidding Documents and of the following
Addenda:
No. ________ Dated _____________ No. __________ Dated: ____________
No. ________ Dated _____________ No. __________ Dated: ____________
No. ________ Dated _____________ No. __________ Dated: ____________
No. ________ Dated _____________ No. __________ Dated: ____________
(Receipt of all which is hereby acknowledged) and also copies of the Invitation to
Bid and the Instructions to Bidders.
Page 231 of 576
Lakewood Avenue North Gravity Sewer – Ph.1 & 2
ITB #26-004
00300-2
b. Bidder has familiarized itself with the nature and extent of the Contract Documents,
work, site, locality, and all local conditions and laws and regulations that in any
manner may affect cost, progress, performance or furnishing the Work.
c. Bidder has carefully studied all reports of explorations and tests of subsurface
conditions at or contiguous to the site and all drawings of physical conditions in or
relating to existing surface of subsurface structures at or contiguous to the site
(except Underground Facilities) which have been identified in the Supplementary
Conditions, as provided in paragraph 4.02.1 of the General Conditions. Bidder
accepts the determination set forth in paragraph SC-4.02 of the Supplementary
Conditions of the extent of the "technical data" contained in such reports and
drawings upon which Bidder is entitled to rely, as provided in paragraph 4.02 of
the General Conditions. Bidder acknowledges that such reports and drawings are
not Contract Documents and may not be complete for Bidder's purposes. Bidder
acknowledges that Owner and Engineer do not assume responsibility for the
accuracy or completeness of information and data shown or indicated in the
Bidding Documents with respect to Underground Facilities at or contiguous to the
site.
d. Bidder has obtained and carefully studied (or assumes responsibility for having
done so) all such additional or supplementary examinations, investigations,
explorations, tests, studies and data concerning conditions (surface, subsurface and
Underground Facilities) at or contiguous to the site or otherwise which may affect
cost progress, performance or furnishing of the Work, or which relate to any aspect
of the means, methods, techniques, sequences and procedures of construction to be
employed by Bidder and safety precautions and programs incident thereto. Bidder
does not consider that any additional examinations, investigations, explorations,
tests, studies or data are necessary for the determination of this Bid for performance
and furnishing of the Work in accordance with the times, price and other terms and
conditions of the Contract Documents.
e. Bidder understands the full extent and scope of Work to be performed by Owner
and others at the site that relates to Work for which this Bid is submitted.
f. Bidder has correlated the information known to Bidder, information and
observations obtained from visits to the site, reports and drawings identified in the
Contract Documents and all additional examinations, investigations, explorations,
tests, studies and date with the Contract Documents.
g. Bidder has given Engineer written notice of all conflicts, errors, ambiguities or
discrepancies that Bidder has discovered in the Contract Documents and the written
resolution thereof by Engineer is acceptable to Bidder, and the Contract Documents
are generally sufficient to indicate and convey understanding of all terms and
conditions for performing and furnishing the Work for which this Bid is submitted.
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Lakewood Avenue North Gravity Sewer – Ph.1 & 2
ITB #26-004
00300-3
h. This Bid is genuine and not made in the interest of or on behalf of any undisclosed
person, firm or corporation and is not submitted in conformity with any agreement
or rules of any group, association, organization or corporation; Bidder has not
directly or indirectly induced or solicited any other Bidder to submit a farce or sham
Bid; Bidder has not solicited or induced any person, firm or corporation to refrain
from bidding; and Bidder has not sought by collusion to obtain for itself any
advantage over any other Bidder or over Owner.
i. Bidder hereby agrees to commence Work under this contract on the date to be
specified in the Notice to Proceed and to fully complete all work of the project
within the Contract Time specified in the Contract for Construction (Section
00500). Bidder further accepts the provisions of the Contract for Construction as
to liquidated damages and agrees to pay as liquidated damages the amount stated
in the Contract for Construction (Section 00500), for each consecutive calendar day
completion of the Work is delayed.
Completion Schedule:
1) The Work shall be Substantially Complete within the Contract Time
specified in Article 3.1 of the Proposed Contract for Construction (Section
00500).
2) The Work shall be finally complete within the Contract Time specified in
Article 3.1 of the Proposed Contract for Construction (Section 00500).
4. All bid items shall include all materials, equipment, labor, permit fees, taxes, tests,
miscellaneous costs of all types, overhead, and profit for the item to be complete, in place,
and ready for operation in the manner contemplated by the Contract Documents. Bidder
submits the TOTAL BID OR TOTAL BASE BID to perform all the Work, as required
by the Drawings and Specifications.
5. This Invitation to Bid is for the Lakewood Avenue Gravity Sewer Extension, which
includes Phase 1 (Grant Funded) and Phase 2 (Not Grant Funded). The City intends to
award one contract for the entire project to the bidder submitting the lowest combined total
bid for Phase 1 and Phase 2. Bidders shall provide separate pricing for each phase as shown
on the Bid Form, but the award will be based on the combined total of both phases. Partial
awards will not be given.
6. The Contractor shall submit separate pay applications for Phase 1 and Phase 2 throughout
the project, even if identical materials or equipment are used in both phases. Each pay
application shall clearly identify the phase to which the work applies. Combined pay
applications for both phases will not be accepted.
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ITB #26-004
00300-4
7. The following documents are made a condition of this Bid:
a.Bidding Documents and shall include the following:
1.Bid Forms (entire Section 00300, 00301, 00301A, 00302, and 00303)
2.Human Trafficking Affidavit (Section 00308)
3.Company Not Entity of Foreign Country of Concern (Section 00309)
4.E-Verify Affidavit (Section 00310)
5.Sam.gov Registration Information (Section 00311)
6.Byrd Anti Lobbying (Section 00312)
7.Bid Bond (Surety Bond or Cashier's Check). (Section 00410)
8.Non-Collusion Affidavit (Section 00480)
9.Conflict of Interest Disclosure Form (Section 00480A)
10.Certification of Non-Segregated Facilities (Section 00481)
11.Sworn Statement on Public Entity Crimes (Section 00482)
12.Certification of Nondiscriminatory Labor Practices (Section 00483)
13.Certification Regarding Scrutinized Companies’ Lists (Section 00484)
(Remainder of page intentionally left blank)
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Lakewood Avenue North Gravity Sewer – Ph.1 & 2
ITB #26-004
00300-5
Bid Form: Lakewood Avenue Gravity Sewer Extension: Phase 1 - Grant Funded
Item No. Description Units
Contract
Quantity
Unit
Price Total Cost
1 Mobilization/Demobilization Lump Sum 1
2 Maintenance of Traffic Lump Sum 1
3 As-Built Survey ($8,500 minimum bid) Lump Sum 1
4 12" PVC Sewer Pipe 0'-6' Linear Feet 740
5 12" PVC Sewer Pipe 6'-8' Linear Feet 290
6 12" PVC Sewer Pipe 8'-10' Linear Feet 245
7 12" PVC Sewer Pipe 10'-12' Linear Feet 50
8 Remove 8" PVC Sewer and Replace with 12" PVC Sewer Pipe Linear Feet 80
9 8" PVC Sewer Pipe 0'-6' Linear Feet 35
10 8" PVC Sewer Pipe 6'-8' Linear Feet 65
11 8" PVC Sewer Pipe 8'-10' Linear Feet 45
12 Sewer Manholes 0'-4', 4'-8', 8'-10'' Depth Vertical
Feet 90
13 Sanitary Service Connections and Cleanouts Each 19
14A Initial Pavement Ton 340
14B Final Pavement Ton 200
14C 1” Pavement Milling Square
Yards 3,500
15 Concrete Work Square
Yards 35
16 Replacement of unsuitable Material Above Pipe Bedding and Initial Backfill Cubic
Yards 300
17 Remove 15" Storm Sewer and Replace with 15" RCP Storm Sewer Pipe Linear Feet 40
Total Phase 1 Bid
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Lakewood Avenue North Gravity Sewer – Ph.1 & 2
ITB #26-004
00300-6
Bid Form: Lakewood Avenue Gravity Sewer Extension: Phase 2 - Not Grant Funded
Item No. Description Units
Contract
Quantity
Unit
Price Total Cost
18 Mobilization/Demobilization Lump Sum 1
19 Maintenance of Traffic Lump Sum 1
20 As-Built Survey Lump Sum 1
21 12" PVC Sewer Pipe 0'-6' Linear Feet 540
22 12" PVC Sewer Pipe 6'-8' Linear Feet 1,150
23 8" PVC Sewer Pipe 0'-6' Linear Feet 80
24 8" PVC Sewer Pipe 6'-8' Linear Feet 110
25 8" PVC Sewer Pipe 8'-10' Linear Feet 70
26 Sewer Manholes 0'-4', 4'-8', 8'-10' Depth Vertical
Feet 90
27A 12' PVC Force Main Via Open Cut Linear Feet 400
27B 12 Tapping Sleeve and Valve Each 2
28 Sanitary Service Connections and Cleanouts Each 19
29A Initial Pavement Ton 535
29B Final Pavement Ton 320
29C 1” Pavement Milling Square
Yards 5,700
30 Concrete Work Square
Yards 1,600
31 Replacement of unsuitable Material Above Pipe Bedding and Initial Backfill Cubic
Yards 1100
32 Contaminated Soil Excavation With Offsite Disposal Cubic
Yards 50
33 Management of Contaminated Materials and Soils/Fill Lump Sum 1
34 Removal and Disposal of Contaminated Groundwater Lump Sum 1
35 Furnish and Install 12-inch Ductile Iron Water Main via Open Cut Linear Feet 2,900
36 Furnish and Install 8-inch Ductile Iron Water Main via Open Cut Linear Feet 400
37 Furnish and Install 6-inch Ductile Iron Water Main via Open Cut Linear Feet 180
38 Furnish and Install 2-inch Polyethylene Water Main via Open Cut Linear Feet 80
39 Ductile Iron Fittings Ton 18
40 12-inch Gate Valve and Box Each 22
41 8-inch Gate Valve and Box Each 9
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00300-7
Bid Form: Lakewood Avenue Gravity Sewer Extension: Phase 2 - Not Grant Funded
Item No. Description Units
Contract
Quantity
Unit
Price Total Cost
42 6-inch Gate Valve and Box Each 3
43 2-inch Gate Valve and Box Each 3
44 8-inch Single Linestop Each 2
45 6-inch Single Linestop Each 6
46 2-inch Single Linestop Each 9
47 Fire Hydrant Assembly Each 7
48 2-inch Air Release Valve Assembly Each 2
49 8-inch PVC Water Main Connection Each 9
50 6-inch PVC Water Main Connection Each 4
51 2-inch GS Water Main Connection Each 4
52 1-inch Single Service Connection, Short Each 12
53 1-inch Single Service Connection, Long Each 14
54 1-inch Double Service Connection, Short Each 4
55 1-inch Double Service Connection, Long Each 1
56 Backflow Preventer Service Connection Each 1
57 Grout and Abandon Existing Water Main (2-inch to 8-inch) Linear Feet 3,690
58 Removal and Disposal of Existing Fire Hydrants Each 3
59 Driveway Restoration for Dirt and Gravel Driveways Square
Yards 150
60 Sod Square
Yards 600
61 Demolish Existing LS 46 LS 1
62 4' PVC Force Main Via Open Cut Linear Feet 40
63 12" Blowoff Assembly Each 1
64 8" Blowoff Assembly Each 2
65 12-inch Single Linestop Each 1
Total Phase 2 Bid
Total Bid: Phase 1 + Phase 2
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ITB #26-004
00300-8
Note: The combined total bid for Phase 1 and Phase 2 will be used to determine the lowest responsive bidder for award.
COMPANY NAME: ___________________________________________________ BID PREPARED BY (PRINT): ___________________________________________
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00300-9
6. The Bidder acknowledges that the City specifically reserves the right to accept and make
an award to a Bidder that has not submitted the lowest Bid when, in Owner’s sole and
absolute discretion, it determines that action to be in its best interest. The terms used in
this Invitation to Bid, which are defined in the General Conditions and included as part of
the Contract Documents, have the meanings assigned to them in the General Conditions.
7. The work shall be performed under a Florida Underground Utility or General Contractor
license. Contract shall not be awarded unless proof of valid license(s) is provided.
8. It is understood that where quantities for unit price work have been presented on the Bid
Form, they are approximate only and are solely for the purpose of facilitating the
comparison of bids, and that the Contractor's compensation will be computed upon the
basis described in the measurement and payment clauses in the specifications contained
herein.
9. BASE BID - SCHEDULE OF MANUFACTURERS/SUPPLIERS
If the foregoing Schedule of Bid Items is presented in a Base Bid format, the undersigned
as Bidder, agrees that the Contract, if awarded, will be on the basis of the materials and
equipment named in the Contract Documents, in accordance with Article 10 of the
Instructions to Bidders (Section 00100). The undersigned, as Bidder, also agrees that the
Total Bid reflects the equipment and material supplied by one of the
manufacturers/suppliers listed in the City’s Approved Materials List. If the Bidder desires
to propose an alternate manufacturer/supplier, he may write in the name of such alternate
in the substitution list included within this Bid Form, but he must, nevertheless, also choose
an approved manufacturer/supplier. If the proposed alternate manufacturer/supplier is
determined "not equivalent" by the Engineer, the Bidder must furnish equipment and/or
material items by the Bidder’s chosen approved manufacturer/supplier. If the Bidder fails
to indicate which listed manufacturer/supplier he intends to use if an alternate is rejected,
he must use the manufacturer/supplier chosen by the City. Also, if the Bidder choses more
than one approved manufacturer/supplier, he must use the first manufacturer/supplier
written in the schedule of Base/Alternative Bid Manufactures/Suppliers table within this
Bid Form (unless an alternate is approved).
10. SUBSTITUTIONS AND "OR EQUAL"
The undersigned as Bidder agrees that substitutions, or "equal," items will not be
considered until after the effective date of the Agreement and will be evaluated in
accordance with paragraphs 6.05.1 and 6.05.2 of the General Conditions. In addition to
the reimbursement required under the General Conditions, the Contractor shall also
reimburse the Owner for any engineering costs directly attributable to the change in
manufacturers/suppliers caused by the acceptance of proposed alternates, such as,
additional field trips for the Engineer, additional redesign costs, additional review costs,
etc. Other costs directly attributable to the change in manufacturers/suppliers caused by the
acceptance of proposed alternates, such as; increased electrical requirements, larger
building, additional pumps or tankage, etc., shall be borne by others and not the Owner. If
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ITB #26-004
00300-10
Bidder intends to propose substitutions or "equal" items after the effective date of the
Agreement, it is agreed that these items must be listed on the Substitution List included
within this Bid Form, with a deductive amount representing 50 percent of the total savings
between the named Base Bid/Alternative Bid item and the proposed item. "Base
Bid/Alternative Bid" item substitutions providing to the Owner equipment or material cost
savings of less than $1,000 will not be considered. The undersigned, as Bidder, also agrees
that if a substitution or "equal" item is not listed on the Substitution List included with the
Bid, all of the savings between the named item and the proposed item will go to the Owner,
if the Owner accepts the proposed item in accordance with paragraphs 6.05.1 and 6.05.2 of
the General Conditions. The Owner may request, and the undersigned Bidder shall supply,
complete information on proposed substitutions. Such information shall be the
manufacturer's current published or preprinted information for the specific substitution.
11.As Bidder, I hereby certify that I am aware and understand that the City of Ocoee in its
sole discretion reserves the right to waive technicalities or irregularities, to reject any or all
Bids, and/or to accept that Bid which is in the best interest of the City. The award of this
Bid, if made, may be based on considerations other than total cost, and may be awarded
based on various considerations, including but not limited to: Bidder experience and
whether the Bid, in the judgment of the City, is the most responsive to the City’s needs.
(Remainder of page intentionally left blank)
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SCHEDULE OF BASE BID/ALTERNATIVE BID MANUFACTURERS/SUPPLIERS
Specification Section and
Equipment Item
Approved Manufacturer/Supplier
First Choice Second Choice Third Choice
HDPE Pipe
PVC Pipe
DI Pipe
Fittings
Valves (Actuator & Gate)
Valve Boxes
Valve Markers
Trace Wire
Air Release Valves
MJ Restraints
Hydrant Assembly
Blow Off Assembly
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ITB #26-004
00300-12
SUBSTITUTION LIST
Bidder offers the following substitutions and "equal" items.
Equipment
Item or
Material
Spec
Section
Alternative
Manufacturer/Supplier
(List One Only)
Deductible Amount*
(Indicate Whether
Lump Sum or
Unit Price)
Represents 50 percent of the difference in cost in accordance with the General Conditions
(Minimum Deductible Amount per Substitution Item shall be $1,000)
(Bidder may make additional copies of this page as required.)
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ITB #26-004
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Strike out (X) non-applicable signature block and complete applicable block. (ALL
SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR
SIGNATURES)
If Bidder is:
SOLE PROPRIETORSHIP
(SEAL)
(Individual's Signature)
(Individual's Name)
doing business as
Business Address:
Phone No.:
Florida License No.: _________________________________
A PARTNERSHIP
(SEAL)
(Partnership Name)
(General Partner's Signature)
(General Partner's Name)
Business address:
Phone No.:
Florida License No.: ____________________________________
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ITB #26-004
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Strike out (X) non-applicable signature block and complete applicable block. (ALL
SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR
SIGNATURES)
If Bidder is:
A CORPORATION
(Corporation Name)
(State of Incorporation)
By
(Name of person authorized to sign)
(Title)
(Authorized Signature)
(Corporate Seal)
Attest
(Secretary)
Business address:
Phone No.:
Corporation President:
Florida License No.:
Page 244 of 576
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ITB #26-004
00300-15
Strike out (X) non-applicable signature block and complete applicable block. (ALL
SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR
SIGNATURES)
If Bidder is:
A JOINT VENTURE
By
(Name)
(Address)
By
(Name)
(Address)
Business Address:
Phone No.:
Florida License No.:
(Each joint venturer must sign. The manner of signing for each individual, partnership, and
corporation that is a party to the joint venture should be in the manner indicated above.)
Florida License No.:
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12 List the following in connection with the Surety which is providing the Bid Bond:
Surety's Name:
Surety's Address:
14. Name and address of Surety's resident agent for service of process in Florida:
(Remainder of page intentionally left blank.)
Page 246 of 576
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ITB #26-004
00300-17
CORPORATE AUTHORITY TO EXECUTE DOCUMENTS
I HEREBY CERTIFY that a meeting of the Board of Directors of
, a corporation under
(Contractor's Corporate Name)
the laws of the State of , held on the day of , 20__,
the following resolution was duly passed and adopted:
"RESOLVED, that
(signature of individual) (typed name of individual)
as of the corporation, is hereby authorized to execute and all
documents required to be signed by an officer of the Corporation in order to submit a valid bid,
contract and bond for
CITY OF OCOEE
ITB #26-004
LAKEWOOD AVENUE NORTH GRAVITY SEWER PROJECT
PHASE 1 & PHASE 2
between the CITY OF OCOEE, a municipal corporation, and this corporation, and that his
execution thereof, attested by the Secretary of the corporation and with corporate seal affixed shall
be the official act and deed of this corporation."
I FURTHER CERTIFY that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the
corporation this day of , 202__.
(CORPORATE SEAL)
(Corporate Secretary)
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me this day of , 20__
by
(name of officer or agent, title of officer or agent), by means of ☐ physical presence or ☐ online
notarization, of (name of corporation acknowledging), a
(state or place of incorporation) corporation, on behalf of the
corporation. He/She is personally known to me or has produced (type
of identification) as identification and did/did not take an oath.
(Seal) (Notary Public)
My Commission Expires:
END OF SECTION
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SECTION 01150B
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.1 DESCRIPTION
A. For lump sum items, payment shall be made to the Contractor in accordance with an
accepted progress schedule and schedule of values on the basis of actual work
completed.
B. For unit-price items, payment shall be based on the actual amount of work accepted
and for the actual amount of materials in place, as shown by final measurements.
1. All units of measurement shall be standard United States convention as applied
to the specific items of work by tradition and as interpreted by the Owner.
2. At the end of each day's work, the Contractor's Superintendent or other
authorized representative of the Contractor shall meet with the Resident Project
Representative and determine the quantities of unit price work accomplished
and/or completed during the workday.
3. The Resident Project Representative will then prepare one "Technical Daily
Report (TDR)" which shall be signed by both the Resident Project
Representative and Contractor's Representative.
4. Once each month the Owner will use the accumulation of the TDRs to generate
a summary of values, which will accompany the partial payment application.
This summary of values will be signed by both the Resident Project
Representative and Contractor's Representative.
5. These completed summary of values will provide the basis of the Owner's
monthly quantity estimate upon which payment will be made. Items not
appearing on the TDR’s will not be included for payment. Items appearing on
forms not properly signed by the Contractor will not be included for payment.
6. After the work is completed and before final payment is made, the Owner will
make final measurements to determine the quantities of various items of work
accepted as the basis for final settlement.
7. The Contractor shall submit separate pay applications for Phase 1 and Phase 2
throughout the project, even if identical materials or equipment are used in both
phases. Each pay application shall clearly identify the phase to which the work
applies. Combined pay applications for both phases will not be accepted. This
requirement is necessary for grant compliance and proper accounting.
1.2 REQUIREMENTS SPECIFIED ELSEWHERE
A. Additional Requirements are specified elsewhere including, but not necessarily
limited to, General Conditions, Supplementary Conditions, and Division 1, 2 and 15.
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1.3 SCOPE OF PAYMENT
A. Payments to the Contractor will be made for the actual quantities of the Contract items
performed and accepted in accordance with the Contract Documents. Upon
completion of construction, if these actual quantities show either an increase or
decrease from the quantities given in the Proposal Form, the Contract Unit Prices will
still prevail.
B. The Contractor shall accept in compensation, as herein provided, in full payment for
furnishing all materials, labor, tools, equipment, and incidentals necessary to the
completed work and for performing all work contemplated and embraced by the
Contract; also for all loss or damage arising from the nature of the Work, or from the
action of the elements, or from any unforeseen difficulties which may be encountered
during the prosecution of the Work and until its final acceptance by the Owner, and
for all risks of every description connected with the prosecution of the work, except
as provided herein, also for all expenses incurred in consequence of the suspension of
the Work as herein authorized.
C. The payment of any partial estimate or of any retained percentage except by and under
the approved final invoice, in no way shall affect the obligation of the Contractor to
repair or renew any defective parts of the construction or to be responsible for all
damage due to such defects.
D. All work items and associated payments for Phase 1 (items 1 through 17) are subject
to the requirements outlined in Appendix C – Federal Grant Compliance Documents.
Compliance with Davis-Bacon prevailing wage provisions, AIS/BABA domestic
material requirements, and other EPA grant conditions is mandatory. Costs associated
with meeting these requirements shall be considered incidental to the work and
included in the unit or lump sum prices bid. No separate payment will be made for
compliance with these requirements.
1.4 PAYMENT FOR INCREASED OR DECREASED QUANTITIES
A. When alterations in the quantities of work not requiring supplemental agreements, as
hereinbefore provided for, are ordered and performed, the Contractor shall accept
payment in full at the Contract price for the actual quantities of work done. No
allowance will be made for anticipated profits. Increased or decreased work
involving supplemental agreements will be paid for as stipulated in such agreements.
1.5 OMITTED ITEMS
A. Should any items contained in the bid form be found unnecessary for the proper
completion of the work contracted, the Owner may eliminate such items from the
Contract, and such action shall in no way invalidate the Contract, and no allowance
will be made for items so eliminated in making final payment to the Contractor.
1.6 PARTIAL PAYMENTS
A. Partial payments shall be made monthly as the work progresses. Partial payments
shall be made subject to the provisions of the Supplemental and General Conditions.
Contractor's Partial Payment Requests shall be submitted in two parts; one part for
EPA/DEP grant eligible quantities and one part for non-eligible quantities. The
breakdown of quantities will be determined by the Owner.
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1.7 PAYMENT FOR MATERIAL DELIVERED
A. When requested by the Contractor and at the discretion of the Owner, payment may
be made for all or part of the value of acceptable, non-perishable materials and
equipment which are to be incorporated into bid items, have not been used and have
been delivered to the construction site, or placed in storage places acceptable to the
Owner. Payment shall be subject to the provisions of the General and Supplemental
Conditions.
B. No payment shall be made upon fuels, supplies, lumber, false work, or other
materials, or on temporary structures of any kind which are not a permanent part of
the Contract.
1.8 FINAL PAYMENT
A. After final measurements are made by the Owner, the Contractor will prepare a final
quantity invoice of the amount of the Work performed and the value of such
Work. Owner shall make final payments of the sum found due less retainages subject
to provisions of the General and Supplemental Conditions.
1.9 INCIDENTAL WORK
A. Incidental work items for which separate payment will not be made includes, but is
not limited to, the following items:
1. Signs
2. Clean-up and restoration of all property affected by construction activities.
3. Restoration of fences and other structures.
4. Cooperation and coordination with other Contractors and utility companies
including related inspection costs and other costs (Refer to Section 01050).
5. Utility crossings and relocations, unless otherwise paid for.
6. Temporary utility services to buildings, as required to maintain service during
construction.
7. Minor Items--such as relocation of sign posts, guard rails, rock wall, mail boxes,
curbs, traffic loop detectors, pavement markings, etc., damaged as a result of
construction activities.
8. Trench boxes, steel and/or wood sheeting as required, including that left in
place.
9. Maintenance of all existing water and sewer flows and repair of existing water
and sewer pipes.
10. Temporary Construction Dewatering as necessary.
11. Dust control.
12. Erosion control.
13. Quality assurance testing.
14. Construction schedules, bonds, insurance, shop drawings, warranties,
guarantees, certifications and other submittals required by the Contract
Documents.
15. Repair and replacement of water lines under 2-inches in size, culverts,
underdrains, rock lined drainage trenches in streets and other utilities damaged
by construction activities and corresponding proper disposal of removed
materials unless otherwise paid for.
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16. Temporary construction necessary for construction sequencing and other
facilities not permanently incorporated into the work.
17. Weather protection.
18. Permits not otherwise paid for or provided by the Owner.
19. Visits to the project site or elsewhere by personnel or agents of the Contractor,
including manufacturer's representatives, as may be required.
20. All excavation except the test pits specifically shown or ordered by the Owner
to establish sewer line and water line locations.
21. Contract administration and insurance.
22. Test pits to establish in place field soils density, groundwater conditions, or
requirements for dewatering.
23. Pipe markings.
24. Temporary Field Office.
25. Earthwork
26. Test Pits for the Contractor’s Benefit
27. Sewer service risers.
28. Temporary resetting or replacement of existing street and traffic signs and
temporary traffic signals where necessary.
29. Disconnecting and reconnecting traffic signal power to accommodate the work.
30. Horizontal adjustment of existing frames, covers and grates to match final
grades and curb faces.
31. Removing and replacing existing SMH inverts to accommodate new and
replacement pipes.
32. Removing and resetting of existing steps, guard rails, fences, walls and non-
paved brick or paver walkways disturbed during construction, other than those
identified on the Drawings to be replaced.
33. Protection of existing block and stone retaining walls unless otherwise
identified to be removed, relocated or modified in the Drawings.
34. Cross-over channels and underdrains for sewer, storm drain and water
excavation pits, and check dams for all excavated channels.
35. Installing temporary pavement markings on binder course that will not be
surfaced within 14 days of installation.
36. Installing raised pavement markers and temporary symbols on the binder course
within 48 hours of installing any section of the binder course and maintaining
these throughout the project duration.
37. Locating and verifying the locations of water and sewer services within the
limits of work. Capping or plugging existing underground utilities as shown on
the plans and Dye testing as required to determine bulkheading and
reconnection requirements.
38. Removal and subsequent delivery of replaced or obsolete frames, covers,
grates, hydrants curbstones and signs to a location within the City limits
designated by the Owner.
39. Leak testing of all existing sewer manholes whose frames and covers have been
replaced.
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40. Removal of temporary or permanent pavement markings, prior to paving. This
includes removing markings that are applied on the winter binder layer, prior
to installation of the wearing course.
41. Clay (impervious material) trench dams. Concrete Trench Dams are a unit price
item.
42. Relocation, replacement and extension of all underground telephone, power,
cable, data, gas and all other private utility services from within the Rights of
Way to the dwellings, structures or meters.
43. Flushing and final cleaning of storm drain system.
44. Completion of the Storm Water Pollution Prevention Plan as well as required
inspections, monitoring and reporting.
45. All damages near the project area due to or incidental to the project activities.
1.10 DESCRIPTION OF PAY ITEMS
A. The following sections describe the measurement of and payment for the work to be
done under the respective items listed in the Bid Form.
B. Each unit or lump-sum price stated in the Bid Form shall constitute full compensation,
as herein specified, for each item of the work completed.
C. Measurement and Payment items 1-17 listed below are Phase 1 and the remaining
items are for Phase 2.
(01) – Mobilization/Demobilization
A. Method of Measurement: Lump sum. Total of bid item shall not exceed [5%] of Total
Amount of the Bid.
B. Basis of Payment: Mobilization/demobilization costs are those costs of initiating and
ending the contract. Payment for mobilization/demobilization shall be a lump sum at
the price as stated in the Bid Form. Seventy-Five percent (75%) of the lump sum will
be payable when the Contractor is operational on the site and the remaining 25% of
the lump sum will be payable when the Contractor leaves the site following the
completion of all contract work. For purposes of payment on this item, "Operational"
shall mean the Contractor has provided all required and properly executed bonds and
insurance certificates and the owner has approved the following: Construction
Schedule, Erosion Control Plan, Pre-Blast Survey and Blasting Plan, Traffic Control
Plan, Project Sign (and installed), Temporary Facilities, and Pre-Construction
photographs/videos. "Operational" shall also mean Contractor has performed the pre-
construction television sewer inspection, delivered the records of it to the Owner and
the Owner has acknowledged the records are accurate and of use. “Operational” shall
mean the temporary field office is fully functional and power, phone and internet are
functioning. Only one lump sum payment divided into the two partial payments
described herein shall be made to cover all mobilization/demobilization costs
throughout the entire contract.
(02) – Maintenance of Traffic
A. Method of Measurement: Traffic regulation and control will be paid for at the Lump
Sum unit price as stated in the Bid Schedule.
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B. Basis of Payment: Payment for traffic regulation and control shall constitute full
compensation for all traffic regulation and control efforts and including all labor,
materials, equipment, signage and supervision required to provide comprehensive and
professional traffic regulation and control at all project locations. The traffic control
plan, temporary pavement markings for traffic re-routing and pedestrian safety are
included in this item. The lump sum shall be paid in partial payments over the course
of the project, where the percentage paid is equal to the percentage of completion of
the entire Contract.
(03) - As-Built Survey ($8,500 minimum bid)
A. Method of Measurement: The As-built Survey will be paid for at the lump sum unit
price as stated in the Bid Schedule. The minimum required bid for this item is $8,500.
B. Basis of Payment:
1. Payment for the As-built Survey shall constitute full compensation for all field
survey and processing, recording and delivery of data, including all labor,
materials, equipment and supervision required to provide a complete as-built
survey and complete GIS database in the specified format.
2. Payment for this Lump Sum work on interim requisitions shall be according to
the following proceedings:
a. Electronic version of the draft (ninety percent (90%) complete) survey and
GIS database submitted and approved by the Owner - thirty percent (30%)
payment.
Electronic and paper versions of the final survey and GIS database
submitted and approved by the Owner – seventy percent (70%) payment.
(04), (05), (06) and (07) – 12” PVC Sewer Pipe @ 0’-6’, 6’-8’, 8’-10’, 10’-12’ Depth
A. Method of Measurement: Sewer pipe measured for payment shall be the number of
linear feet installed measured along the center line of the pipe as laid including
fittings. Pipes shall be measured between centers of the manholes minus half the
inside diameter of each manhole. Pipe installed into the manhole will not be measured
for payment.
B. Basis of Payment:
1. The contract unit price per linear foot for sewer pipe shall be full compensation
for all labor, materials, and equipment necessary to complete this work
including sawcut, management, removal and disposal of pavement; excavation,
dewatering, bedding, furnishing and installing pipe and fittings, making
connections to new and existing manholes, installation of impervious material
dams, backfill including aggregate base and subbase material compaction,
testing; air testing and light cleaning prior to each CCTV inspection; post-
CCTV inspection of the sewer, providing video files, database, and written logs
on external hard drives; maintaining existing flows during construction of new
facilities, and all else incidental thereto for which payment is not provided
under other items.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
a. Sewer pipe acceptably set in place and backfilled - 90 percent.
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b. Sewer pipe successfully tested - 10 percent.
(08) Remove 8” PVC Sewer and Replace with 12-inch PVC Sewer Pipe
A. Method of Measurement: Sewer pipe measured for payment shall be the number of
linear feet removed and replaced measured along the center line of the pipe as laid
including fittings. Pipes shall be measured between centers of the manholes minus
half the inside diameter of each manhole. Pipe installed into the manhole will not be
measured for payment.
B. Basis of Payment:
1. The contract unit price per linear foot for sewer pipe shall be full compensation
for all labor, materials, and equipment necessary to complete this work
including sawcut, management, removal and disposal of pavement; excavation,
dewatering, bedding, furnishing and installing pipe and fittings, making
connections to new and existing manholes, installation of impervious material
dams, backfill including aggregate base and subbase material, compaction,
testing; air testing and light cleaning prior to each CCTV inspection; post-
CCTV inspection of the sewer, providing video files, database, and written logs
on external hard drives; maintaining existing flows during construction of new
facilities, and all else incidental thereto for which payment is not provided
under other items.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
a. Sewer pipe acceptably removed and set in place and backfilled - 90
percent.
b. Sewer pipe successfully tested - 10 percent.
(09), (10) and (11) – 8” PVC Sewer Pipe 0’-6’, 6’-8’, 8’-10’ Depth
A. Method of Measurement: Sewer pipe measured for payment shall be the number of
linear feet installed measured along the center line of the pipe as laid including
fittings. Pipes shall be measured between centers of the manholes minus half the
inside diameter of each manhole. Pipe installed into the manhole will not be measured
for payment.
B. Basis of Payment:
1. The contract unit price per linear foot for sewer pipe shall be full compensation
for all labor, materials, and equipment necessary to complete this work
including sawcut, management, removal and disposal of pavement; excavation,
dewatering, bedding, furnishing and installing pipe and fittings, making
connections to new and existing manholes, installation of impervious material
dams, backfill including aggregate base and subbase material, compaction,
testing; air testing and light cleaning prior to each CCTV inspection; post-
CCTV inspection of the sewer, providing video files, database, and written logs
on external hard drives; maintaining existing flows during construction of new
facilities, and all else incidental thereto for which payment is not provided
under other items.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
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a. Sewer pipe acceptably set in place and backfilled - 90 percent.
b. Sewer pipe successfully tested - 10 percent.
(12) - Sewer Manholes 0’-4, 4’-8’, 8’-10’, 10’-12’ Depth
A. Method of Measurement: Sewer manholes accepted for payment shall be the actual
vertical feet of structures installed and accepted complete in place, from the lowest
invert to finish grade as indicated in the Contract Documents, or as directed by the
Owner.
B. Basis of Payment:
1. The contract unit price per vertical foot shall be full compensation for all labor,
materials, tools and equipment necessary to complete this work including
sawcut, management, removal and disposal of pavement; excavation,
dewatering, removal and disposal of existing manhole, frame and cover;
bedding; furnishing and installing precast concrete sections, frames, and covers
and furnishing; masonry materials; waterproofing; constructing inverts;
manhole coring, connection to sewer pipes; backfilling including aggregate
base and subbase material; compaction; cleaning; testing; vacuum testing;
maintaining existing flows/temporary bypass pumping; and all else incidental
thereto for which payment is not provided under other items.
2. Payment for this item shall be as follows:
a. Manhole acceptably set in place and backfilled - 90 percent.
b. Manhole successfully cleaned and tested - 10 percent.
(13) - Sanitary Service Connections and Cleanouts
A. Method of Measurement: This item shall consist of installing house or property
sanitary service leads from sanitary sewer mains to the edge of right-of-way and
installing cleanouts as shown on the Drawings and/or as determined in the field. The
quantity to be paid for under this item shall be the actual number of sanitary service
connections and cleanouts supplied and installed, measured in place and accepted by
the Owner.
B. Basis of Payment:
1. The contract unit price per each shall be full compensation for all labor,
materials, and equipment necessary to complete this work including sawcut,
management, removal and disposal of pavement; excavation, dewatering,
bedding; furnishing and installing pipe, fittings, caps, plugs, and screened
stone; adequately capping service connection and marking location as specified
and shown on the Drawings or connection to existing service; backfilling
including aggregate base and subbase material, compaction; raising cleanouts
to final grade; cleaning, testing, air testing; maintaining existing flows during
construction of new facilities; and all else incidental thereto for which payment
is not provided under other items.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
a. Service pipe acceptably set in place and backfilled - 90 percent.
b. Service pipe successfully cleaned and tested - 10 percent.
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(14A) and (14B) - Initial Pavement and Final Pavement
A. Method of Measurement:
1. The quantity of bituminous concrete pavement to be paid for under this item
includes:
a. Initial Pavement - The number of tons of initial pavement placed and
removed at the direction of the Engineer, calculated as described below,
within the payment limits shown on the Drawings.
b. Final Pavement - The number of tons of final pavement placed at the
direction of the Engineer, calculated as described below, within the
payment limits shown on the Drawings.
2. Actual widths will be used in computing area wherever the width of pavement
removed and replaced is less than the limits indicated on the Drawings.
3. The conversion factor to change volume of bituminous concrete pavement
measured in place to tons will be 0.055 tons per square yard per inch of
thickness.
B. Basis of Payment:
1. Pavement shall be paid for at the Contract unit price per ton stated in the Bid
Schedule.
2. Said unit price shall be full compensation for furnishing all materials, labor,
equipment and tools necessary for the placement and removal of pavement,
preparation of base material, application of tack coat, placement and grading of
gravel shoulder material to back up overlay pavement, and installation of
pavement markings. No additional payment will be made to the Contractor for
repair work done by them in maintaining bituminous concrete pavement.
(14C) – 1” Pavement Milling
A. Method of Measurement: The quantity of pavement milled to be paid for under this
item shall consist of the square yards of milled pavement within the payment limits
shown on the Drawings or as directed by the engineer
B. Basis of Payment: The contract unit price per square yard of milling of pavement shall
be full compensation for all labor, materials, tools and equipment necessary to
complete this work including milling and removal of the old pavement, broom
cleaning existing grinded surfaces prior to paving, and all else incidental thereto for
which payment is not provided under other items.
(15) – Concrete Work
A. Method of Measurement: The concrete constructed, removed, and replaced to be paid
for will be determined by the actual square yards of concrete constructed, replaced,
and accepted.
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B. Basis of Payment: Payment for Concrete Work will be made at the Contract unit price
per square yard per item, which price and payment shall be full compensation and
shall include construction of all concrete structures and pads unless otherwise paid
under a separate pay item; removal and disposal of existing concrete at driveways and
sidewalks as required for installation of sewer systems and service laterals; grading,
all reinforcement/wire mesh for driveways, sidewalks, pads, and expansion joints; all
saw-cutting, milling, paving, re-striping, and sealing; all subbase, concrete,
sidewalks, curbs, gutters and miscellaneous driveway components; compaction and
testing.
(16) - Replacement of Unsuitable Material
A. Method of Measurement: Quantity to be paid for under this item shall be the number
of cubic yards of material removed and replaced with materials from off-site as
authorized by the Owner. The payment limit for this item shall be between vertical
planes that are a distance apart equal to a maximum of 6-feet extending from the top
of the undisturbed earth layer to the bottom of the trench backfill layer as called out
in the contract drawings for the length of the excavation as directed by the Owner.
B. Basis of Payment:
1. Excavated unsuitable materials shall be paid for at the unit price per cubic yard
stated in the Bid Schedule. Said unit price shall be full compensation for
furnishing all labor, equipment, and tools necessary for the excavation of
unsuitable material including the disposal of materials; furnishing installing and
compacting replacement suitable backfill, and for all other work and expenses
incidental thereto for which payment is not provided under other items.
2. Material excavated that could have, in the opinion of the Owner, remained in
place through the use of adequate dewatering efforts shall be replaced by the
Contractor at no additional cost to the Owner.
3. Excess backfill material may be available during the Contract. This item shall
be used to pay for excavation of unsuitable materials in the pipe bedding layer
only if no suitable backfill material previously excavated under this Contract is
available.
(17) Remove 15” Storm Sewer and Replace with 15-inch RCP Storm Sewer Pipe
A. Method of Measurement: Sewer pipe measured for payment shall be the number of
linear feet removed and replaced measured along the center line of the pipe as laid
including fittings. Pipes shall be measured between centers of manholes or structures
minus half the inside diameter of each structure. Pipe installed into the structure will
not be measured for payment.
B. B. Basis of Payment: The contract unit price per linear foot for storm drain pipe
removed and replaced shall be full compensation for all labor, materials, and
equipment necessary to complete this work including sawcut, management, removal
and disposal of pavement; excavation, dewatering, bedding, furnishing and installing
pipe and fittings, backfill including aggregate base and subbase material, compaction,
cleaning pipes and sumps, connection to existing piping and structures as required,
and all else incidental thereto for which payment is not provided under other items.
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(18) – Mobilization/Demobilization
A. Method of Measurement: Lump sum. Total of bid item shall not exceed [5%] of Total
Amount of the Bid.
B. Basis of Payment: Mobilization/demobilization costs are those costs of initiating and
ending the contract. Payment for mobilization/demobilization shall be a lump sum at
the price as stated in the Bid Form. Seventy-Five percent (75%) of the lump sum will
be payable when the Contractor is operational on the site and the remaining 25% of
the lump sum will be payable when the Contractor leaves the site following the
completion of all contract work. For purposes of payment on this item, "Operational"
shall mean the Contractor has provided all required and properly executed bonds and
insurance certificates and the owner has approved the following: Construction
Schedule, Erosion Control Plan, Pre-Blast Survey and Blasting Plan, Traffic Control
Plan, Project Sign (and installed), Temporary Facilities, and Pre-Construction
photographs/videos. "Operational" shall also mean Contractor has performed the pre-
construction television sewer inspection, delivered the records of it to the Owner and
the Owner has acknowledged the records are accurate and of use. “Operational” shall
mean the temporary field office is fully functional and power, phone and internet are
functioning. Only one lump sum payment divided into the two partial payments
described herein shall be made to cover all mobilization/demobilization costs
throughout the entire contract.
(19) – Maintenance of Traffic
A. Method of Measurement: Traffic regulation and control will be paid for at the Lump
Sum unit price as stated in the Bid Schedule.
B. Basis of Payment: Payment for traffic regulation and control shall constitute full
compensation for all traffic regulation and control efforts and including all labor,
materials, equipment, signage and supervision required to provide comprehensive and
professional traffic regulation and control at all project locations. The traffic control
plan, temporary pavement markings for traffic re-routing and pedestrian safety are
included in this item. The lump sum shall be paid in partial payments over the course
of the project, where the percentage paid is equal to the percentage of completion of
the entire Contract.
(20) - As-Built Survey ($8,500 minimum bid)
A. Method of Measurement: The As-built Survey will be paid for at the lump sum unit
price as stated in the Bid Schedule. The minimum required bid for this item is $8,500.
B. Basis of Payment:
1. Payment for the As-built Survey shall constitute full compensation for all field
survey and processing, recording and delivery of data, including all labor,
materials, equipment and supervision required to provide a complete as-built
survey and complete GIS database in the specified format.
2. Payment for this Lump Sum work on interim requisitions shall be according to
the following proceedings:
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a. Electronic version of the draft (ninety percent (90%) complete) survey and
GIS database submitted and approved by the Owner - thirty percent (30%)
payment.
Electronic and paper versions of the final survey and GIS database
submitted and approved by the Owner – seventy percent (70%) payment.
(21), (22) – 12” PVC Sewer Pipe @ 0’-6’, 6’-8’ Depth
A. Method of Measurement: Sewer pipe measured for payment shall be the number of
linear feet installed measured along the center line of the pipe as laid including
fittings. Pipes shall be measured between centers of the manholes minus half the
inside diameter of each manhole. Pipe installed into the manhole will not be measured
for payment.
B. Basis of Payment:
1. The contract unit price per linear foot for sewer pipe shall be full compensation
for all labor, materials, and equipment necessary to complete this work
including sawcut, management, removal and disposal of pavement; excavation,
dewatering, bedding, furnishing and installing pipe and fittings, making
connections to new and existing manholes, installation of impervious material
dams, backfill including aggregate base and subbase material, compaction,
testing; air testing and light cleaning prior to each CCTV inspection; post-
CCTV inspection of the sewer, providing video files, database, and written logs
on external hard drives; maintaining existing flows during construction of new
facilities, and all else incidental thereto for which payment is not provided
under other items.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
a. Sewer pipe acceptably set in place and backfilled - 90 percent.
b. Sewer pipe successfully tested - 10 percent.
(23), (24), and (25) – 8” PVC Sewer Pipe 0’-6’, 6’-8’, 8’-10’ Depth
A. Method of Measurement: Sewer pipe measured for payment shall be the number of
linear feet installed measured along the center line of the pipe as laid including
fittings. Pipes shall be measured between centers of the manholes minus half the
inside diameter of each manhole. Pipe installed into the manhole will not be measured
for payment.
B. Basis of Payment:
1. The contract unit price per linear foot for sewer pipe shall be full compensation
for all labor, materials, and equipment necessary to complete this work
including sawcut, management, removal and disposal of pavement; excavation,
dewatering, bedding, furnishing and installing pipe and fittings, making
connections to new and existing manholes, installation of impervious material
dams, backfill including aggregate base and subbase material, compaction,
testing; air testing and light cleaning prior to each CCTV inspection; post-
CCTV inspection of the sewer, providing video files, database, and written logs
on external hard drives; maintaining existing flows during construction of new
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facilities, and all else incidental thereto for which payment is not provided
under other items.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
a. Sewer pipe acceptably set in place and backfilled - 90 percent.
b. Sewer pipe successfully tested - 10 percent.
(26) - Sewer Manholes 0’-4, 4’-8’, 8’-10’ Depth
A. Method of Measurement: Sewer manholes accepted for payment shall be the actual
vertical feet of structures installed and accepted complete in place, from the lowest
invert to finish grade as indicated in the Contract Documents, or as directed by the
Owner.
B. Basis of Payment:
1. The contract unit price per vertical foot shall be full compensation for all labor,
materials, tools and equipment necessary to complete this work including
sawcut, management, removal and disposal of pavement; excavation,
dewatering, removal and disposal of existing manhole, frame and cover;
bedding; furnishing and installing precast concrete sections, frames, and covers
and furnishing; masonry materials; waterproofing; constructing inverts;
manhole coring, connection to sewer pipes; backfilling including aggregate
base and subbase material; compaction; cleaning; testing; vacuum testing,
maintaining existing flows/temporary bypass pumping; and all else incidental
thereto for which payment is not provided under other items.
2. Payment for this item shall be as follows:
a. Manhole acceptably set in place and backfilled - 90 percent.
b. Manhole successfully cleaned and tested - 10 percent.
(27A) – 12” PVC Force Main via Open Cut
A. Method of Measurement: Force main pipe measured for payment shall be the number
of linear feet installed measured along the center line of the pipe as laid including
fittings to the terminus manhole.
B. Basis of Payment:
1. The contract unit price per linear foot for force main pipe shall be full
compensation for all labor, materials, and equipment necessary to complete this
work including sawcut, management, removal and disposal of all landscape
(pavement, sidewalk and sod); excavation, dewatering, bedding, furnishing and
installing pipe and fittings, root barriers, making connections to new and
existing manholes, installation of impervious material dams, backfill including
aggregate base and subbase material, compaction, cleaning, testing,
maintaining existing flows during construction of new facilitiesand all else
incidental thereto for which payment is not provided under other items.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
a. Force main acceptably set in place and backfilled - 90 percent.
b. Force main successfully tested - 10 percent.
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(27B): 12” Tapping Sleeve and Valve
A. Method of Measurement: The quantity of 12” tapping sleeves and valves to be paid
under this item shall be the number of units, installed and accepted complete in place.
B. Basis of Payment: Number of units shall be paid for at the unit price for each as stated
in the Bid Schedule. Said unit price shall be full compensation for all labor, materials,
equipment, and supervision necessary to compete the installation including saw
cutting, removing and disposal of pavement, excavation, dewatering, bedding,
furnishing and installing fittings, pipe cutting services, backfilling, compaction, and
all else incidental thereto for which payment is not provided under other items.
(28) - Sanitary Service Connections and Cleanouts
A. Method of Measurement: This item shall consist of installing house or property
sanitary service leads from sanitary sewer mains to the edge of right-of-way and
installing cleanouts as shown on the Drawings and/or as determined in the field. The
quantity to be paid for under this item shall be the actual number of sanitary service
connections and cleanouts supplied and installed, measured in place and accepted by
the Owner.
B. Basis of Payment:
1. The contract unit price per each shall be full compensation for all labor,
materials, and equipment necessary to complete this work including sawcut,
management, removal and disposal of pavement; excavation, dewatering,
bedding; furnishing and installing pipe, fittings, caps, plugs, and screened
stone; adequately capping service connection and marking location as specified
and shown on the Drawings or connection to existing service; backfilling
including aggregate base and subbase material, compaction; raising cleanouts
to final grade; cleaning, testing, air testing; maintaining existing flows during
construction of new facilities; and all else incidental thereto for which payment
is not provided under other items.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
a. Service pipe acceptably set in place and backfilled - 90 percent.
b. Service pipe successfully cleaned and tested - 10 percent.
(29A) and (29B) - Initial Pavement Repair and Final Pavement Repair
A. Method of Measurement:
1. The quantity of bituminous concrete pavement to be paid for under this item
includes:
a. Initial Pavement - The number of tons of initial pavement placed and
removed at the direction of the Engineer, calculated as described below,
within the payment limits shown on the Drawings.
b. Final Pavement - The number of tons of final pavement placed at the
direction of the Engineer, calculated as described below, within the
payment limits shown on the Drawings.
2. Actual widths will be used in computing area wherever the width of pavement
removed and replaced is less than the limits indicated on the Drawings.
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3. The conversion factor to change volume of bituminous concrete pavement
measured in place to tons will be 0.055 tons per square yard per inch of
thickness.
B. Basis of Payment:
1. Pavement shall be paid for at the Contract unit price per ton stated in the Bid
Schedule.
2. Said unit price shall be full compensation for furnishing all materials, labor,
equipment and tools necessary for the placement and removal of pavement,
preparation of base material, application of tack coat, placement and grading of
gravel shoulder material to back up overlay pavement, and installation of
pavement markings. No additional payment will be made to the Contractor for
repair work done by them in maintaining bituminous concrete pavement.
(29C) – 1” Pavement Milling
A. Method of Measurement: The quantity of pavement milled to be paid for under this
item shall consist of the square yards of milled pavement within the payment limits
shown on the Drawings or as directed by the engineer
B. Basis of Payment: The contract unit price per square yard of milling of pavement shall
be full compensation for all labor, materials, tools and equipment necessary to
complete this work including milling and removal of the old pavement, broom
cleaning existing grinded surfaces prior to paving, and all else incidental thereto for
which payment is not provided under other items.
(30) – Concrete Work
A. Method of Measurement: The concrete constructed, removed, and replaced to be paid
for will be determined by the actual square yards of concrete constructed, replaced,
and accepted.
B. Basis of Payment: Payment for Concrete Work will be made at the Contract unit price
per square yard per item, which price and payment shall be full compensation and
shall include construction of all concrete structures and pads unless otherwise paid
under a separate pay item; removal and disposal of existing concrete at driveways and
sidewalks as required for installation of watermains, sewer systems and service
laterals; grading, all reinforcement/wire mesh for driveways, sidewalks, pads, and
expansion joints; all saw-cutting, milling, paving, re-striping, and sealing; all subbase,
concrete, sidewalks, curbs, gutters and miscellaneous driveway components;
compaction and testing.
(31) - Replacement of Unsuitable Material in Pipe Bedding Layer
A. Method of Measurement: Quantity to be paid for under this item shall be the number
of cubic yards of material removed and replaced with materials from off-site as
authorized by the Owner. The payment limit for this item shall be between vertical
planes that are a distance apart equal to a maximum of 6-feet extending from the top
of the undisturbed earth layer to the bottom of the trench backfill layer as called out
in the contract drawings for the length of the excavation as directed by the Owner.
B. Basis of Payment:
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1. Excavated unsuitable materials shall be paid for at the unit price per cubic yard
stated in the Bid Schedule. Said unit price shall be full compensation for
furnishing all labor, equipment, and tools necessary for the excavation of
unsuitable material including the disposal of materials; furnishing installing and
compacting replacement suitable backfill, and for all other work and expenses
incidental thereto for which payment is not provided under other items.
2. Material excavated that could have, in the opinion of the Owner, remained in
place through the use of adequate dewatering efforts shall be replaced by the
Contractor at no additional cost to the Owner.
3. Excess backfill material may be available during the Contract. This item shall
be used to pay for excavation of unsuitable materials in the pipe bedding layer
only if no suitable backfill material previously excavated under this Contract is
available.
(32) - Contaminated Soil Excavation with Offsite Disposal
A. Method of Measurement:
1. Contaminated Soil Excavation with offsite disposal measured for payment shall
be the actual number of cubic yards of material excavated and shall be field
measured by multiplying the average width, depth and length of the
excavation(s).
2. Removal of existing curbing, catch basins, manholes, culverts and sewers are
to be considered incidental to this item if they are located within the
contaminated soil zone.
B. Basis of Payment:
1. The contract unit price per cubic yard for Contaminated Soil Excavation with
Offsite Disposal shall be made on a cubic yard basis for the volume of material
transported from the project and disposed of offsite. Price and payment for this
item shall include the furnishing of all labor, materials, equipment and
incidentals necessary to complete the work as specified by the Owner during
construction. Work shall include excavation to clean materials, compaction of
the resulting excavation sub grade, replacement of the removed contaminated
soil with properly compacted sub-base, transport to a FL State approved
disposal location, cost of the disposal, and providing to the Owner manifests
from the receiving facility for all contaminated material. The manifests shall
provide the quantity of material that was legally disposed of and location(s) of
where the soil was disposed.
(33) - Management of Contaminated Materials and Soils/Fill
A. Method of Measurement: Management of contaminated materials measured for
payment shall be based on the lump sum price stated in the Bid Schedule.
B. Basis of Payment: Management of contaminated materials and soil/fill shall be paid
for at the lump sum price stated in the Bid Schedule. Said lump sum price shall
constitute full compensation for providing the services of an Environmental
Professional and soil management, for furnishing all labor, materials, tools,
equipment, and incidentals required for managing contaminated materials and
soil/fill; segregating, handling, staging, testing, and characterization of all soil and fill
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material suspected of being contaminated as well as the costs associated with
characterizing the destination site as required to assess background conditions; all
controls necessary to maintain compliance with regulatory requirements relative to
handling contaminated soils and materials; submittal and approval of all required and
specified Plans; analytical testing and characterization of all excavated soil and fill
material handled; health and safety equipment; securing a staging area for stockpiling
soil pending analytical testing, reuse, or disposal; protecting the excavation and
stockpile areas; controlling the spread of airborne contaminants; all notifications,
fees, permits, and taxes; and all other requirements specified in other sections of the
Contract Documents; and any other work not covered by other bid items. All costs
related to transporting soils to and, if not disposed of offsite, and reused, from the
staging area shall be included for payment in this item.
1. The lump sum shall be paid in partial payments over the course of the project
where the percentage paid is equal to the percentage of completion of the
excavation required from Station 31+61 to 32+07. This stationing corresponds
with the requirement in Section 02080 to have a Environmental Professional
on-site for monitoring of the excavation.
(34) - Removal and Disposal of Contaminated Groundwater
A. Method of Measurement: Contaminated groundwater handling with onsite treatment
and disposal or offsite disposal at a licensed facility during excavation activities
measured for payment paid for at the Lump Sum unit price as stated in the Bid
Schedule.
B. Basis of Payment: The lump sum shall be paid in partial payments over the course of
the project where the percentage paid is equal to the percentage of completion of the
dewatering activities required are taking place within the areas identified in the
specifications as having the potential for contamination. Price and payment shall be
full compensation for all labor, equipment, and materials necessary to complete the
work including environmental controls to safely handle the material, and disposal of
the material, offsite in accordance with all federal, state, and local regulations.
(35), (36), (37) and (38) – Furnish and Install Ductile Iron Water Main via Open Cut
A. Method of Measurement: Ductile iron pipe via open cut measured for payment shall
be by the size and number of linear feet installed and measured horizontally, at ground
elevation, running a measure along the center line of the pipe as laid including fittings
installed and accepted complete in place for all work to the limits of work as shown
on the Drawings. Branch pipes will be measured along their centerlines from the
centerline of the main pipe.
B. Basis of Payment:
1. Ductile iron pipe shall be paid for at the unit price per diameter of horizontal
linear foot stated in the Bid Schedule. Said unit price shall be full compensation
for sawcut, management, removal and disposal of all landscape (pavement,
sidewalk and sod); excavation; root barriers; dewatering, backfill; furnishing
all pipes, cement mortar lining, polywrap, labor, equipment, tools, and other
materials required for the installation of the pipelines; for installing the
polywrap; for utility crossings and relocations, laying, setting, and jointing all
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pipes and fittings; for connections and couplings to existing pipes; for
furnishing and placing all bedding, haunching and initial backfill; for
backfilling including aggregate base and subbase material; for restraining
joints; for furnishing and placing all temporary sheeting and bracing; for
clearing and grubbing; for cleaning and testing; for all labor, tools and
construction equipment; flushing, pigging, pressure testing, temporary
sampling taps, disinfection and bacteriological testing, temporary utilities for
construction and to maintain existing service during construction including any
materials, labor, and equipment the Contractor needs to provide regardless of
the construction sequence, pipe and buried utility markings and location tape,
cross-over channels and underdrains for sewer, storm drain and water
excavation pits, and check dams for all excavated channels and for all other
work and expenses incidental thereto for which payment is not provided under
other items. This price shall include clean-up and restoration of the right-of-
way or private property including property boundary monuments and markers,
protection of trees, replacement of shrubs, fences, mailboxes, poles, sign, and
mulch which are displaced to construct the water main.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
a. Water main successfully set in place and backfilled - 80 percent.
b. Water main pressure tested - 20 percent.
(39) – Restrained Ductile Iron Fittings
A. Method of Measurement: The quantity of restrained mechanical joint ductile iron
fittings to be paid for under this item shall be the actual weight in tons provided by
the manufacturer of all ductile iron fittings including tees, bends, reducers, caps,
plugs, sleeves, etc.
B. Basis of Payment: Payment shall include furnishing all labor, equipment, polywrap,
restraints, cement mortar lining, excavation, dewatering, backfill, testing, tools and
materials necessary for installing mechanical joint fittings. Unit of measurement is
tons. The weight shall be as indicated in the manufacturing standards and shall include
the weight of accessories including thrust restraint.
(40), (41), (42) and (43) - Gate Valve and Box
A. Method of Measurement: The quantity of resilient seated gate valves to be paid for
under this item shall be the actual size and number of valves and valve boxes installed
completely in place.
B. Basis of Payment: Resilient seated gate valves shall be paid for at the unit price per
each stated in the Bid Schedule. Said unit price shall be full compensation for
furnishing all materials, labor, equipment, polywrap, and tools; sawcut, management,
removal and disposal of pavement; excavation; dewatering; backfill; for installing,
setting, and jointing the valve and valve box; for restraining joints; for thrust blocks
and supports; disinfection, cleaning and testing of installed mains, for valve box
extensions; for testing all valves and valve boxes; and for all other work and expenses
incidental thereto for which payment is not provided under other items.
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(44), (45), (46) and (65) – Temporary Line Stop
A. Method of Measurement: The number of line stops to be paid for under this item shall
be per each according to the type and size line stop installed.
B. Basis of Payment: Line stops shall be paid for at the unit price per each size stated in
the Bid Schedule. Said unit price shall be full compensation for all materials, labor,
and equipment required to perform the work in accordance with the Contract
Documents. The work includes all line stops, bypasses, cutting and capping of pipe,
restraints, hardware excavation, dewatering, backfill, compaction, testing, work, and
for all other work and expenses incidental thereto for which payment is not provided
under other items.
(47) – Fire Hydrant Assembly
A. Method of Measurement: The quantity of hydrant assemblies to be paid for under this
item shall be the actual number and type installed complete in place.
B. Basis of Payment:
1. Hydrant assemblies shall be paid for at the unit price per each stated in the Bid
Schedule. Said unit price shall be full compensation for furnishing all materials,
labor, equipment, and tools; for installing, setting, and jointing; for excavation;
for removal of existing hydrants where directed; for all thrust blocks and
concrete supports; restraining joints; for the hydrant branch gate valve, tee, pipe
and hydrant; hydrant markers; polywrap; location tape; testing of all other work
and expenses incidental thereto for which payment is not provided under other
items.
2. Payment for this work on interim requisitions shall be according to the
following proceedings:
a. Hydrant assembly successfully set in place and backfilled - 80 percent
b. Hydrant assembly pressure tested - 20 percent.
(48) - 2-inch Automatic Air Release Valve
C. Method of Measurement: The number of 2-inch automatic gas release valves to be
paid for will be determined by the actual unit and type installed and accepted.
D. Basis of Payment: Payment for Furnish and Install 2-inch automatic air release valve
shall be paid for at the Contract unit price per item, which price and payment shall be
full compensation and shall include the cost: to obtain and review all manufacturer’s
data and specifications for valves, stainless steel piping, air release valve, and valve
enclosure; receiving, unloading, inspecting, storing and installing automatic air
release valve; all ancillary fittings and appurtenances and installation of said materials
including #57 stone, filter fabric, concrete pad, reinforcement bars, warning tape, all
other items required per the ARV detail shown on the drawings, all clearing and
grubbing, stripping, proof rolling, trenching, dewatering, suitable backfill material,
backfilling, surface and pavement restoration, compaction, and testing; flushing, and
pressure testing the automatic air release valve.
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(49), (50), and (51) – Connection to Existing Water Main
A. Method of Measurement: The number of connections to existing water mains to be
paid for under this item shall be per each according to the actual size connection
installed.
B. Basis of Payment: Connections shall be paid for at the unit price per each size stated
in the Bid Schedule. Said unit price shall include all labor, materials, and equipment
required for the open cut connections to the existing water mains. This includes but
is not limited to; clearing and grubbing, dewatering, excavation, tree and landscape
protection, utility support and protection, sheeting, shoring, bracing, backfilling
including aggregate base and subbase material, grading, compaction, pavement,
sidewalk, flushing cleaning, disinfection, testing, cleanup, restrained couplings,
adapters, sodding, existing pipe restraints, removal of existing pipe as needed for
connection, and additional work or incidentals thereto for which payment is not
provided under other items.
(52), (53), (54), (55), and (56) - Water Service Connections
A. Method of Measurement: The number of new water service connections to be paid
for under this item shall be per each according to the connection size and type (short,
long, double or single) installed.
B. Basis of Payment: Service connections shall be paid for at the unit price per each type
and size stated in the Bid Schedule. Said unit price shall be full compensation for all
service pipe, connection to water main, pipe saddles, corporation stop, curb stop,
adapters, fittings, labor, equipment, tools, and other materials required for open cut
or jetting of service connections including locating and verifying the locations of
water services to be connected to; sawcutting, removal and disposal of pavement or
sidewalk; excavation; trenching; dewatering; the installation of service pipes; utility
crossings and relocations, laying, setting, and jointing all pipes and fittings; for
making all connections to existing services; for cleaning, testing, and disinfecting; for
backfilling including aggregate base and subbase material; pipe and buried utility
markings and location tape, for replacing or rebuilding shrubs, fences, lawns, trees,
or other materials, except other such items specifically included in the Bid Schedule;
and for all other work and expenses incidental thereto for which payment is not
provided under other items to provide a complete water service from the main to the
meter location.
(57) – Grout and Abandon Existing Water Main (2-inch to 8-inch)
A. Method of Measurement: The quantity of abandoned pipe measured for payment shall
be per linear feet of 2-inch to 8-inch pipe abandoned and grouted in place as measured
horizontally at ground elevation.
B. Basis of Payment: Pay item shall include furnishing all labor, materials, and
equipment for the complete abandonment of the existing pipeline including, but not
limited to; clearing and grubbing (unless otherwise covered), dewatering, excavation,
tree and landscaping protection, utility support and protection, sheeting, shoring,
bracing, draining, grout filling, plugging or capping existing pipes, backfilling, rough
grading, compaction, finish grading, pavement, sidewalk, flushing, cleaning, pressure
testing, disinfection, cleanup, and additional work incidental thereto.
Page 267 of 576
01150B-21
MEASUREMENT AND PAYMENT
21787
(58) – Remove and Dispose of Existing Fire Hydrants
A. Method of Measurement: The quantity of removal and disposal of existing fire
hydrants for payment shall be per each removed.
B. Basis of Payment: Pay item shall include furnishing all labor, materials, and
equipment for the complete removal and disposal of existing fire hydrants and
appurtenances attached to the existing water main to be abandoned, closing and
abandoning hydrant valve, cutting and capping of piping, backfill and compaction,
restoration, temporary debris protection, loading, and hauling to a disposal site,
excavations, and all other work incidental thereto.
(59) – Driveway Restoration
A. Method of Measurement: The quantity of driveway restoration shall be per square
yard per type of driveway restored.
B. Basis of Payment: Pay Item shall include furnishing all labor, materials, equipment,
and tools required for the replacement of driveways in-kind including but not limited
to excavation, sawcutting, stockpiling, compaction, decorative pavers, joint filler,
gravel, finishing, removal and disposal of materials, and all other incidentals required
for the driveway restoration.
(60) – Sod
A. Method of Measurement: The quantity of sod shall be per square yard of sod installed
and accepted.
B. Basis of Payment: Pay Item shall include furnishing and installing all labor, materials,
equipment, and tools necessary for the placement of sod including rolling, tamping,
disposal of surplus material, watering and fertilizing to assure sod takes root and
maintains coverage throughout the maintenance period. Areas to be sodded shall
match the existing adjacent sod.
(61) – Demolish Existing Lift Station 46
A. Method of Measurement: Demolishing of existing Lift Station 46 will be paid for at
the Lump Sum unit price as stated in the Bid Schedule.
B. Basis of Payment:
1. Said lump sum price shall constitute full compensation for furnishing all labor,
materials, tools, and equipment necessary for the demolition, removal, cutting,
loading, transporting and disposal of the existing lift station and top concrete
slab including all equipment to be demolished and indicated on the Drawings.
2. Said lump sum price shall constitute full compensation for furnishing all labor,
materials, tools, and equipment necessary for loading, transporting, and
unloading all salvage equipment including control panels, pumps, and valve
assembly to the Owner’s facilities located at 1800 A.D. Mims Rd, Ocoee, FL.
3. Payment shall be made with each pay application and prorated over the duration
of the contract and based on the total work completed to date.
Page 268 of 576
01150B-22
MEASUREMENT AND PAYMENT
21787
(62) – 4” PVC Force Main via Open Cut
A. Method of Measurement: Force main pipe measured for payment shall be the number
of linear feet installed measured along the center line of the pipe as laid including
fittings, tapping sleeves and valves to the terminus manhole.
B. Basis of Payment:
1. The contract unit price per linear foot for force main pipe shall be full
compensation for all labor, materials, and equipment necessary to complete this
work including sawcut, management, removal and disposal of all landscape
(pavement, sidewalk and sod); excavation, dewatering, bedding, furnishing and
installing pipe and fittings, root barriers, making connections to new and
existing manholes, installation of impervious material dams, backfill including
aggregate base and subbase material, compaction, cleaning, testing,
maintaining existing flows during construction of new facilities, and all else
incidental thereto for which payment is not provided under other items.
2. Payment for this work on interim requisitions shall be according to the
following percentages:
a. Force main acceptably set in place and backfilled - 90 percent.
b. Force main successfully tested - 10 percent.
(63) and (64) - Blow-off Assembly
A. Method of Measurement: The quantity of blow off assemblies to be paid for under
this item shall be the actual number of assemblies installed completely in place.
B. Basis of Payment: Blow off assemblies shall be paid for at the unit price per each
stated in the Bid Schedule. Said unit price shall be full compensation for furnishing
all materials, labor, equipment, and tools; sawcut, management, removal and disposal
of pavement; excavation; for installing, setting, and jointing the assembly; testing of
installed reclaimed water mains; for testing all assemblies; and for all other work and
expenses incidental thereto for which payment is not provided under other items.
END OF SECTION
Page 269 of 576
N
PENSACOLA TALLAHASSEE JACKSONVILLE
ORLANDO
MIAMI
TAMPA
FLORIDA
CITY OF OCOEE, FLORIDA
CONTRACT DRAWINGS FOR
LAKEWOOD AVENUE NORTH GRAVITY SEWER
PHASE 1
MARCH 2026
AMENDED CONTRACT DOCUMENTS
WP PROJECT No. 21787
LOCATION PLAN
SCALE: 1"=15,000'
---COVER SHEET
C-1 GENERAL NOTES, LEGEND, ABBREVIATIONS AND KEY PLAN
C-2 PLAN AND PROFILE STA 1+00 TO STA 7+00
C-3 PLAN AND PROFILE STA 7+00 TO STA 13+00
C-4 PLAN AND PROFILE STA 13+00 TO STA 15+00
C-5 STUB-OUT PLANS AND PROFILES
C-6 DETAILS I
C-7 DETAILS II
C-8 STORMWATER POLLUTION PREVENTION NOTES I
C-9 STORMWATER POLLUTION PREVENTION NOTES II
C-10 STORMWATER POLLUTION PREVENTION DETAILS
C-11 SEPARATION TABLES
407.906.1776 | www.wright-pierce.com
DRAWING INDEX
GENERAL
CIVIL
PROJECT LOCATION
OCOEE
CITY OF OCOEE
1 N BLUFORD AVE, OCOEE, FL 34761
407-905-3100
MAYOR:RUSTY JOHNSON
DISTRICT 1 COMMISSIONER: SCOTT R. KENNEDY
DISTRICT 2 COMMISSIONER: ROSEMARY WILSEN
DISTRICT 3 COMMISSIONER: RICHARD FIRSTNER
DISTRICT 4 COMMISSIONER: GEORGE OLIVER III
CITY MANAGER: CRAIG SHADRIX
ASSISTANT CITY MANAGER: MICHAEL RUMER
CITY OF OCOEE UTILITIES DEPARTMENT
1800 A.D. MIMS ROAD, OCOEE, FL, 34761
407-905-3159
DIRECTOR:JENNIFER BOLLING, P.E.
ASSISTANT DIRECTOR:TRENT HOPPER
Page 270 of 576
SE
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PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544881.6580
E:482058.2010
ELEV:127.89' (NAVD 1988)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1543687.5510
E:482075.0300
ELEV:126.20' (NAVD 1988)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544507.0780
E:482027.9150
ELEV:125.44' (NAVD 1988)
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PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1544174.3590
E:482061.4690
ELEV:125.22' (NAVD 1988)
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LEGEND
PROPERTY/ROW LINE
SETBACK LINE
EASEMENT LINE
CONTOUR122
LIMIT OF WORK
SILT FENCE
SPOT ELEVATION
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
DRAINAGE FLOW
SEWER
RIPRAP
SIGN
TEMPORARY BENCH MARK
BUILDING
STONEWALL
CULVERT12" CMP
SURVEY CONTROL POINT
IRON PIPE/REBAR
DRILLHOLE
MONUMENT
SEWER MANHOLE
DRAINAGE MANHOLE
CATCH BASIN
SHUTOFF VALVE
HYDRANT
EXISTING
EDGE OF PAVEMENT
EDGE OF GRAVEL
RETAINING WALL
SEWER FORCE MAIN
GAS
STORM DRAIN
WATER
G G
UGE UGE
UTILITY POLE
UTILITY POLE W/ GUY
LIGHT POLE
UTILITY POLE W/ LIGHT
BOLLARD
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
TEST PIT
TEST BORING
TEST PROBE
MONITORING WELL
WETLANDS
EDGE OF WETLANDS
TELEPHONE MANHOLE
ELECTRIC MANHOLE
PAVEMENT MARKINGS
CENTERLINE
WATER SERVICE SHUTOFF
YARD HYDRANT
EDGE OF WATER
STREAM
DRAINAGE SWALE
CURBING
GUARDRAIL
UNDERDRAINUDUD
RAILROAD
MATCHLINE
ROCK OUTCROP
MAILBOX
TREELINE
CHAIN LINK FENCE
STOCKADE FENCE
BARB WIRE FENCExx
EDGE OF CONCRETE
8"
4"
4"
15"
6"
FLAGPOLE
FLOODPLAIN
124.6
8"
OHE OHE
CBCB
DMH
MB
SMH
EMH
TMH
B
TP
P
MW
T
UNDERGROUND TELEPHONEUGTUGT
UNDERGROUND CABLE TVCATVCATV
CB
GAS GAS SERVICE SHUTOFF
GAS GATE VALVEG
WETLAND FLAG
PROPOSED
4"FM
8"S
8"W
15"SD
12" CMP
4"G
6"UD
x
123
UGE UGE
OHE OHE
x 134.5
SMH
DMH
CB CB
EMH
TMH
x
UGT UGT
CATV CATV
NATIONAL GEODETIC VERTICAL DATUM
W/
W POTABLE WATER
WITH
SMH
TBM
THK
TYP
UD
SQ
STA
T, XFMR
SD
SF
S
PSI
PVC
RCP
RD
REQ'D
OD
PC
PSF
NTS
NGVD
SANITARY SEWER MANHOLE
STATION
TEMPORARY BENCH MARK
THICKNESS
UNDERDRAIN
TYPICAL
SQUARE
TRANSFORMER
STORM DRAIN
SQUARE FEET
SLOPE, SEWER
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
REQUIRED
ROOF DRAIN
OUTSIDE DIAMETER
POUNDS PER SQUARE FOOT
PERFORATED CLAY
NOT TO SCALE
FT
INV
MH
MIN
MAX
HYD
INF
IN
FM
DR
DWG
EL
EMH
CY
DEMO
DMH
DI
FEET
MANHOLE
MINIMUM
MAXIMUM
INCH
INFLUENT
HYDRANT
INVERT
FORCE MAIN
DRAIN
ELECTRIC MANHOLE
ELEVATION
DRAWING
DRAIN MANHOLE
CUBIC YARD
DUCTILE IRON
DEMOLITION
CIVIL ABBREVIATIONS
CEN
CO
CONC
CI
CMP
CB
BLDG
&
Ø, DIA
CENTER
CAST IRON
CORRUGATED METAL PIPE
CLEANOUT
CONCRETE
CATCH BASIN
BUILDING
AND
DIAMETER
PS PRIMARY SLUDGE
VC VITRIFIED CLAY
UG UNDERGROUND
UGE UNDERGROUND ELECTRIC
#, NO NUMBER
APP'D APPROVED
G GAS
N
N/A
NORTH
NOT AVAILABLE/APPLICABLE
LB POUNDS
TOS TOP OF STRUCTURE
MW MONITORING WELL
CL CENTERLINE
CORNERCOR
CFS CUBIC FEET PER SECOND
PT POINT OF TANGENCY
AC ASBESTOS CEMENT
BR BRICK
CIPP CURED-IN-PLACE-PIPE
HDPE HIGH DENSITY POLYETHYLENE
LF LINEAR FOOT
OUT OUTFALL
VF VERTICAL FOOT
CPE CORRUGATED POLYETHYLENE PIPE
KEY PLAN
SCALE: 1"=80'
N
800 160
GENERAL NOTES
1.THE OWNER WILL BE RESPONSIBLE FOR OBTAINING THE PERMITS LISTED IN THE GENERAL REQUIREMENTS
(01001). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE APPLICABLE PROVISIONS OF
EACH PERMIT AS THEY APPLY TO THE WORK PRIOR TO BIDDING AND ABIDE BY THOSE PROVISIONS DURING
CONSTRUCTION . COPIES OF ALL OBTAINED PERMITS ARE AVAILABLE FOR REVIEW FROM THE OWNER. ALL
OTHER PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
2.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW AT ALL TIMES. CONTRACTOR SHALL
INSTALL AND MAINTAIN TRAFFIC CONTROL SIGNS IN ACCORDANCE WITH THE MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) AND ALL STATE AND LOCAL REGULATIONS. THE CONTRACTOR IS REQUIRED TO
SUBMIT A TRAFFIC CONTROL PLAN TO THE OWNER PRIOR TO COMMENCING CONSTRUCTION. THE POLICE
DEPARTMENT AND FIRE DEPARTMENT ARE TO BE NOTIFIED AT LEAST 24-HOURS IN ADVANCE OF ANY STREET
CLOSING OR DETOUR. REFER TO SPECIFICATION SECTION 01570.
3.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA).
4.CONTRACTOR SHALL COMPLY WITH THE COORDINATION REQUIREMENTS AND RELATED COSTS, IF ANY, AS
SPECIFIED IN SPECIFICATION SECTION 01050.
5.STANDARD CONSTRUCTION HOURS:
CONSTRUCTION ACTIVITIES SHALL BE PERMITTED BETWEEN 10:00 AM AND 8:00 PM, MONDAY THROUGH
FRIDAY.
MAINTENANCE OF TRAFFIC (MOT) SETUP:
MOT SETUP MAY BEGIN NO EARLIER THAN 9:00 AM.
SEASONAL ADJUSTMENT (JUNE 1ST - AUGUST 1ST):
DURING THE PERIOD FROM JUNE 1ST THROUGH AUGUST 1ST, CONSTRUCTION ACTIVITIES MAY BEGIN AT 7:00
AM AND SHALL END NO LATER THAN 7:00 PM.
6.CONTRACTOR SHALL NOTE THAT, IN GENERAL, ALL EXISTING CONDITION INFORMATION ON THE DRAWINGS
ARE SHOWN WITH A LIGHTER LINE WEIGHT AND WITH A SLANTED TYPE TEXT.
7.ALL EXISTING SEWER AND STORM DRAIN LINES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN
SERVICE. ANY EXISTING SEWERS, STORM DRAIN LINES OR CULVERTS DAMAGED DURING CONSTRUCTION SHALL
BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, EXCEPT WHEN IN DIRECT
CONFLICT WITH THE NEW SEWER OR WHEN NOT SHOWN OR INDICATED.
8.ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO TRENCH EXCAVATION SHALL BE PROTECTED AND
FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED. INJURY TO ANY SUCH
STRUCTURES CAUSED BY OR RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE . ALL UTILITIES REQUIRING REPAIR, RELOCATION OR ADJUSTMENT AS A RESULT OF
THE PROJECT SHALL BE COORDINATED THROUGH THE RESPECTIVE UTILITY.
9.ALL TEST PITS SHALL BE EXCAVATED PRIOR TO CONSTRUCTION LAYOUT AND RESULTS REPORTED TO THE
ENGINEER FOR REVIEW FOR CONFORMANCE WITH THE PLANS. TESTS PITS ARE REQUIRED WHERE SHOWN ON
THE DRAWINGS AND AS DIRECTED BY THE ENGINEER. TEST PITS WILL BE DUG AT LEAST 10 CALENDAR DAYS
PRIOR TO CONNECTING PROPOSED SEWERS TO EXISTING SEWERS. THE RESULTS OF TEST PITS DUG TO
DETERMINE EXISTING SEWER ELEVATIONS AND LOCATIONS WILL BE REPORTED TO THE ENGINEER AT LEAST 10
CALENDAR DAYS PRIOR TO ANY WORK. ADJUSTMENTS TO INVERTS. LENGTHS, AND SLOPES OF PROPOSED
SEWER MAY BE REQUIRED AS DIRECTED BY THE ENGINEER. THE HORIZONTAL ALIGNMENT OF THE NEW SEWERS
AND FORCE MAINS MAY BE ADJUSTED IN THE FIELD SUBJECT TO PRIOR APPROVAL OF THE ENGINEER.
10.INITIAL PAVING SHALL BE CONDUCTED WITHIN TWO WEEKS OF COMPLETION OF PLACEMENT OF FINAL
BACKFILL UNLESS OTHERWISE AUTHORIZED BY ENGINEER. INITIAL PAVEMENT SHALL BE INSTALLED AND
MAINTAINED BY CONTRACTOR FOR A MINIMUM PERIOD OF TWO MONTHS BEFORE FINAL PAVEMENT IS
PLACED. FINAL PAVEMENT MAY BE PLACED OVER THE INITIAL PAVING PROVIDED INITIAL PAVING COURSE IS IN
GOOD REPAIR. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND SHIMMING THE INITIAL PAVEMENT
AS NECESSARY TO ACCEPT THE FINAL PAVING COURSE. IF CONDITIONS WARRANT, THE CONTRACTOR MAY BE
REQUIRED TO REMOVE AND REPLACE INITIAL PAVING PRIOR TO FINAL PAVING.
11.ALL IMPROVEMENTS SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING
STANDARDS MANUAL, MATERIALS LIST, AND DETAILS.
12.ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN
WRITING PRIOR TO CONSTRUCTION.
13.THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP STANDARDS SHALL BE FOLLOWED
FOR ALL PUBLIC UTILITIES.
14.CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT
CODE, APPROVED MATERIALS LIST, AND CITY DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITY
OF OCOEE STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE FOLLOWED. WHEN CROSSING
INTO ORANGE COUNTY ROW, REFER TO ORANGE COUNTY'S STANDARD ENGINEERING STANDARDS MANUAL.
15.AS-BUILTS NEED TO BE SUBMITTED TO THE CITY, SIGNED AND SEALED BY A FLORIDA REGISTERED SURVEYOR IN
ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING
FORMATS:
a.ONE PDF COPY
b.ONE CAD COPY DRAWN IN STATE PLANE COORDINATES
EXISTING SITE CONDITIONS
1.THE LOCATIONS OF UNDERGROUND UTILITIES AND STRUCTURES, AS SHOWN ON THE DRAWINGS, ARE
APPROXIMATE AND MAY NOT BE COMPLETE. NO GUARANTEE IS MADE THAT UTILITIES OR STRUCTURES WILL
BE ENCOUNTERED WHERE SHOWN, OR THAT ALL UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN. ALL
LOCATIONS AND SIZES OF EXISTING UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD WITH TEST
PITS AS REQUIRED PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES OR PIPING THAT MAY BE
AFFECTED. THE CONTRACTOR WILL REALIGN NEW PIPE LOCATIONS AS REQUIRED TO CONFORM TO EXISTING
LINES AND AS APPROVED BY THE ENGINEER.
2.BELOW GRADE UTILITY INFORMATION IS BASED ON INFORMATION PROVIDED BY EACH UTILITY. LOCATION OF
PUBLIC UTILITIES SHOWN IS ONLY APPROXIMATE AND MAY NOT BE COMPLETE. PRIVATE UNDERGROUND
UTILITIES SUCH AS, BUT NOT LIMITED TO, SEWER LINES, WATER LINES AND BURIED ELECTRICAL SERVICE
ENTRANCES ARE NOT SHOWN. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION AND SIZE OF EXISTING
UTILITIES IN THE FIELD WITH THE RESPECTIVE UTILITY COMPANY REPRESENTATIVE PRIOR TO COMMENCING
WORK. REFER TO SPECIFICATION SECTION 01050. ADDITIONAL TEST PITS, BEYOND THOSE SHOWN, MAY BE
REQUIRED. UTILITY CONTACTS ARE AS FOLLOWS:
3.THERE ARE NO KNOWN HAZARDOUS ENVIRONMENTAL CONDITIONS WITHIN THE AREA OF WORK. IF THE
PRESENCE OF HAZARDOUS ENVIRONMENTAL CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY
THE OWNER AND THE ENGINEER IMMEDIATELY. ALL ACTIVITIES, HANDLING AND DISPOSAL OF HAZARDOUS
ENVIRONMENTAL CONDITIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH OSHA, FEDERAL, STATE, AND
LOCAL REGULATIONS.
4.THIS PROJECT REQUIRES A PRE-CONSTRUCTION VIDEO WITH A CITY REPRESENTATIVE PRESENT. PRIOR TO
SCHEDULING THE VIDEO WITH THE CITY, THE ENTIRE PROJECT SHALL BE SURVEYED, STAKED AND/OR ASPHALT
PINS WITH STATION NUMBERS, FUTURE PIPE ALIGNMENT, AND END OF LATERALS AT THE RIGHT-OF-WAY LINE.
VIDEO SHALL SHOW ROAD CONDITIONS, RIGHT-OF-WAY CONDITIONS, DRIVEWAYS, AND THE FIRST 25’ OF SIDE
STREETS.
FEDERAL GRANT COMPLIANCE – PHASE 1 ONLY:
ALL WORK PERFORMED UNDER PHASE 1 SHALL COMPLY WITH THE APPLICABLE FEDERAL GRANT REQUIREMENTS
REFERENCED IN SECTION 01001 – GENERAL REQUIREMENTS AND DETAILED IN APPENDIX C – FEDERAL GRANT
COMPLIANCE DOCUMENTS. THESE INCLUDE DAVIS-BACON LABOR STANDARDS AND AIS/BABA DOMESTIC MATERIAL
SOURCING REQUIREMENTS. THESE REQUIREMENTS DO NOT APPLY TO PHASE 2.
SITE DEMOLITION
1.REFER TO THE EXISTING SITE PLAN, FOR ADDITIONAL INFORMATION REGARDING EXISTING FACILITIES. REFER
TO THE LAYOUT DRAWING FOR LIMITS OF WORK.
2.REFER TO SPECIFICATION SECTION 01010A, WHICH CONTAINS INFORMATION ON CONSTRAINTS OF
CONSTRUCTION SEQUENCING.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL DEMOLISHED PIPING,
EQUIPMENT AND MATERIALS. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
4.THE CONTRACTOR SHALL KEEP A RECORD OF DEMOLITION AS PART OF THE PROJECT RECORD DOCUMENTS IN
ACCORDANCE WITH SPECIFICATION SECTION 01720.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF FLOWS RESULTING FROM
PRECIPITATION AND GROUNDWATER DEWATERING OPERATIONS.
SITE CLEARING, GRUBBING AND GRADING
1.CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROL AND DRAINAGE MEASURES IN ALL AREAS OF WORK,
AND CONFINE SOIL SEDIMENT TO WITHIN THE LIMITS OF EXCAVATION AND GRADING. PRIOR TO BEGINNING
EXCAVATION WORK, EROSION CONTROL FENCE SHALL BE INSTALLED AT THE DOWN GRADIENT PERIMETER OF
THE ACTUAL LIMITS OF GRADING, AND AS SHOWN ON THE DRAWINGS. EROSION CONTROL MEASURES SHOWN
ON THE DRAWINGS ARE A MINIMUM, CONTRACTOR SHALL TAKE ALL OTHER NECESSARY MEASURES. EROSION
CONTROL FENCE SHALL ALSO BE INSTALLED AT THE DOWN GRADIENT PERIMETER OF THE SOIL STOCKPILES. ALL
DISTURBED EARTH SURFACES SHALL BE STABILIZED IN THE SHORTEST PRACTICAL TIME AND TEMPORARY
EROSION CONTROL DEVICES SHALL BE EMPLOYED UNTIL SUCH TIME AS ADEQUATE SOIL STABILIZATION HAS
BEEN ACHIEVED. TEMPORARY STORAGE OF EXCAVATED MATERIAL SHALL BE STABILIZED IN A MANNER THAT
WILL MINIMIZE EROSION. ALL INSTALLED EROSION CONTROL FACILITIES SHALL BE REMOVED AT THE END OF
THE PROJECT. REFER TO SPECIFICATION SECTION 02270.
2.ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY HAY BALE FILTERS TO PREVENT ENTRY OF SEDIMENT
FROM RUNOFF WATERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL
AND DISPOSAL OF ALL COLLECTED SEDIMENT, AND THAT WHICH COLLECTS IN THE STORM DRAIN SYSTEM.
REFER TO THE CIVIL DETAIL DRAWINGS.
3.THE GEOTECHNICAL DATA REPORT FOR THE PROJECT SITE IS INCLUDED IN APPENDIX A OF THE SPECIFICATIONS.
4.CONTRACTOR SHALL CONTROL DUST ON THE CONSTRUCTION SITE TO A REASONABLE LIMIT, AS DETERMINED
BY THE ENGINEER, AND AS OUTLINED IN SPECIFICATION SECTION 01562.
5.CONTRACTOR SHALL NOT TRACK OR SPILL EARTH, DEBRIS OR OTHER CONSTRUCTION MATERIAL ON PUBLIC OR
PRIVATE STREETS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE ASSOCIATED CLEAN UP.
6.ALL CATCH BASINS, MANHOLES, VALVE PITS, VALVE BOXES AND OTHER BURIED FACILITIES WITH SURFACE
ACCESS SHALL BE ADJUSTED TO MATCH FINAL GRADES, UNLESS OTHERWISE INDICATED.
7.THE CONTRACTOR SHALL NOT HAVE ANY RIGHT OF PROPERTY IN ANY MATERIALS TAKEN FROM ANY
EXCAVATION. SUITABLE EXCAVATED MATERIAL MAY BE INCORPORATED IN THE PROJECT, WITH EXCESS
MATERIAL DISPOSED OF AT A LOCATION PROVIDED BY THE CONTRACTOR. THESE PROVISIONS SHALL IN NO
WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS TO PROPERLY DISPOSE OF AND REPLACE ANY MATERIAL
DETERMINED BY THE ENGINEER TO BE UNSUITABLE FOR BACKFILLING. THE CONTRACTOR SHALL DISPOSE OF
UNSUITABLE AND EXCESS MATERIAL IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE CONTRACT
DOCUMENTS.
8.CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, PAVEMENT AND OTHER
ITEMS DAMAGED BY CONSTRUCTION ACTIVITIES TO AT LEAST THEIR ORIGINAL CONDITION, TO THE
SATISFACTION OF THE OWNER AND ENGINEER.
9.WHERE EXISTING PAVEMENT IS REMOVED AND REPLACED, MATCH EXISTING GRADES TO THE EXTENT POSSIBLE.
COORDINATE FINE GRADING WITH THE ENGINEER.
10.ALL ROAD AND DRIVE CROSS SLOPES SHALL MATCH EXISTING PITCH. REFER TO THE CIVIL DETAIL DRAWINGS.
CIVIL SITE LAYOUT
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS PROVIDED LAYOUT INFORMATION
THROUGHOUT THE COURSE OF CONSTRUCTION. REPORT ANY LAYOUT DISCREPANCIES IMMEDIATELY TO THE
ENGINEER.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING AND RESETTING ALL EXISTING PROPERTY
MONUMENTATION DISTURBED BY CONSTRUCTION. THIS WORK SHALL BE DONE BY A LAND SURVEYOR
REGISTERED IN THE STATE OF FLORIDA, AT NO ADDITIONAL COST TO THE OWNER.
3.WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE DISTANCES FROM THE DRAWINGS. REPORT ANY
DISCREPANCIES IMMEDIATELY TO THE ENGINEER.
4.HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO NORTH AMERICAN DATUM
OF 1983 (NAVD83), WITH 2012 ADJUSTMENTS, STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE.
VERTICAL ELEVATIONS ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM (NAVD 88) AND IS RELATIVE TO
THE ORANGE COUNTY BENCHMARK #S695015.
5.EXISTING CONDITIONS SITE PLAN DEVELOPED FROM SURVEY DRAWING PREPARED BY L&S DIVERSIFIED, LLC,
DATED JUNE 11, 2024, AND EXISTING RECORD DRAWING INFORMATION.
SEWER, FORCEMAIN AND DRAIN PIPING NOTES
1.SEWER, FORCEMAIN AND DRAIN PIPING REQUIREMENTS ARE SHOWN ON THE PIPE SCHEDULE ON THE
DRAWINGS, IN SPECIFICATION SECTION 15050 AND AS REFERENCED.
2.SEWER, FORCE MAIN AND DRAIN PIPE SCHEDULE (UNLESS OTHERWISE INDICATED):
·GRAVITY SEWER MAINS - PVC SDR-26 AS SPECIFIED IN SPECIFICATION SECTION 02622
3.MANHOLES ARE 4-FEET IN DIAMETER UNLESS OTHERWISE NOTED. THE TOP OF MANHOLE FRAMES SHALL BE
SET FLUSH WITH FINISH GRADE, UNLESS OTHERWISE NOTED ON DRAWINGS. SEWER MANHOLE INVERTS
SHOWN ON THE DRAWINGS ARE TO THE INSIDE FACE OF THE MANHOLE.
4.CONTRACTOR SHALL RE-SHAPE INVERTS AS REQUIRED WHEN CONNECTING INTO EXISTING MANHOLES. ALL
TERMINAL MANHOLES (APART FROM SMH-11) SHALL HAVE A FLAT CONCRETE FLOOR POURED WITH A 1%
SLOPE TO THE OUT FLOWING PIPE INVERT. THE EXISTING MANHOLES ON SECURITY CIRCLE IS LINED/COATED;
CONTRACTOR SHALL ADD COATING TO THE DISTURBED AREAS AFTER RE-SHAPING THE INVERT.
5.REFER TO SPECIFICATION SECTION 02200 FOR PIPE AND STRUCTURE BEDDING AND BACKFILL REQUIREMENTS.
6.COMPACTION TESTS WILL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02200. ANY
SETTLEMENT OCCURRING WITHIN ONE-YEAR OF FINAL COMPLETION OF THE WORK SHALL BE CORRECTED BY
THE CONTRACTOR AT NO ADDITIONAL COST.
7.OPEN TRENCHES IN THE ROADWAY MUST BE BACKFILLED AT THE END OF THE WORKDAY.
8.ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERVICE UNLESS
OTHERWISE NOTED ON THE CIVIL EXISTING CONDITIONS AND DEMOLITION PLAN. ANY EXISTING UTILITIES
DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO
THE OWNER.
9.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL DEMOLITION MATERIALS IN
ACCORDANCE WITH SPECIFICATION SECTION 02050.
10.WHENEVER SEWER AND WATER MAINS MUST CROSS, WATER LINES SHOULD BE INSTALLED ABOVE
WASTEWATER OR SLUDGE LINES. A MINIMUM SEPARATION OF 18-INCHES BETWEEN THE BOTTOM OF THE
WATER LINE AND THE TOP OF THE WASTEWATER OR SLUDGE LINE SHALL BE MAINTAINED. WHERE A WATER
LINE CROSSES UNDER A WASTEWATER OR SLUDGE LINE, A FULL LENGTH OF PIPE SHALL BE CENTERED ABOVE
THE WATER LINE SO THAT BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE.
11.CONTRACTOR SHALL COORDINATE WITH THE CITY OF OCOEE TO ARRANGE FOR THE BYPASS OF LS63 AND ALL
LIFT STATIONS NORTH OF WURST ROAD.
12.ALL NON-ROADWAY AREAS OUTSIDE THE RIGHT-OF WAY THAT ARE EXCAVATED, FILLED, OR OTHERWISE
DISTURBED BY THE CONTRACTOR SHALL BE LOAMED, GRADED, LIMED, FERTILIZED, SEEDED AND MULCHED,
UNLESS OTHERWISE NOTED. THE TOP 4 INCHES OF SOIL SHALL BE LOAM. ALL NON-ROADWAY AREAS WITHIN
THE RIGHT-OF-WAY THAT ARE EXCAVATED, FILLED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE
SODDED WITH TURF GRASS. REFER TO SPECIFICATION SECTION 02480, LANDSCAPING.
13.UNDER NO CIRCUMSTANCE SHOULD A CLEAN OUT BE INSTALLED IN THE SIDEWALK OR A DRAINAGE SWALE.
RESTORATION NOTES:
1.RIGHT-OF-WAY (ROW) OWNERSHIP AND MAINTENANCE RESPONSIBILITIES VARY ALONG THE PROJECT
CORRIDOR. THE CITY OF OCOEE MAINTAINS ROW OWNERSHIP FROM STATION 0+00 TO STATION 20+98. FROM
STATION 20+98 TO THE END OF THE PROJECT, ROW OWNERSHIP AND MAINTENANCE ARE UNDER ORANGE
COUNTY JURISDICTION. ON INTERSECTING SIDE STREETS, THE CITY OF OCOEE OWNS AND MAINTAINS MACK
STREET, SECURITY CIRCLE, MOBILE LANE, LYMAN STREET, BURNT TREE COURT, LAUREL RIDGE AVENUE, AND
CLINGER COVE ROAD. ORANGE COUNTY OWNS AND MAINTAINS 15TH AVENUE, 16TH AVENUE, 17TH AVENUE,
AND WURST ROAD.
2.WORK WITHIN THE NORTHBOUND TRAVEL LANE SHALL BE LIMITED TO A MAXIMUM OF ONE (1) BLOCK AT A
TIME. THE PIPE TRENCH FOR THE MAINLINE GRAVITY SEWER AND ASSOCIATED CONSTRUCTION SETBACKS
SHALL REMAIN FULLY WITHIN THE LIMITS OF THE NORTHBOUND TRAVEL LANE; AT NO TIME SHALL
CONSTRUCTION ACTIVITIES FOR THE MAINLINE GRAVITY SEWER ENCROACH INTO THE SOUTHBOUND TRAVEL
LANE. GRAVITY SEWER LATERALS AND WATER SERVICES ARE ALLOWED TO CROSS INTO THE SOUTHBOUND
TRAVEL LANE. UPON INSTALLATION OF THE PROPOSED PIPE AND COMPLETION OF BACKFILLING AND
COMPACTION, INITIAL PAVEMENT RESTORATION SHALL BE PLACED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS. FOLLOWING COMPLETION OF ALL UTILITY WORK WITHIN THE LANE, THE ENTIRE
NORTHBOUND TRAVEL LANE SHALL BE MILLED AND REPAVED IN ACCORDANCE WITH THE PUBLIC ROADWAY
PAVEMENT REPAIR DETAIL SHOWN ON SHEET C-6.
3.WHERE PROPOSED UTILITIES CROSS PERPENDICULAR TO TRAFFIC SOUTH OF STATION 20+98, WITHIN THE CITY
OF OCOEE RIGHT-OF-WAY, THE CONTRACTOR SHALL RESTORE THE SOUTHBOUND TRAVEL LANE BY MILLING
AND REPLACING A MINIMUM OF 25 FEET ON EACH SIDE OF THE PIPE TRENCH. PAVEMENT RESTORATION SHALL
CONFORM TO THE PUBLIC ROADWAY PAVEMENT REPAIR DETAIL SHOWN ON SHEET C-6.
4.WHERE PROPOSED UTILITIES CROSS PERPENDICULAR TO TRAFFIC NORTH OF STATION 20+98, WITHIN ORANGE
COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL RESTORE THE SOUTHBOUND TRAVEL LANE BY MILLING AND
REPLACING A MINIMUM OF 50 FEET ON EACH SIDE OF THE PIPE TRENCH. PAVEMENT RESTORATION SHALL
CONFORM TO THE APPLICABLE ORANGE COUNTY ROADWAY PAVEMENT REPAIR STANDARDS AND THE PUBLIC
ROADWAY PAVEMENT REPAIR DETAIL SHOWN ON SHEET C-6.
5.FOR UTILITY WORK WITHIN SIDE STREETS UNDER THE CITY OF OCOEE RIGHT-OF-WAY, INCLUDING MACK
STREET, SECURITY CIRCLE, MOBILE LANE, LYMAN STREET, BURNT TREE COURT, LAUREL RIDGE AVENUE, AND
CLINGER COVE ROAD, THE ENTIRE WIDTH OF THE AFFECTED ROADWAY SHALL BE MILLED AND REPAVED.
PAVEMENT RESTORATION SHALL EXTEND A MINIMUM OF 25 FEET BEYOND THE LIMITS OF THE UTILITY TRENCH.
ALL PAVEMENT RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH THE PUBLIC ROADWAY PAVEMENT
REPAIR DETAIL SHOWN ON SHEET C-6.
6.FOR UTILITY WORK WITHIN SIDE STREETS UNDER ORANGE COUNTY RIGHT-OF-WAY, INCLUDING 15TH AVENUE,
16TH AVENUE, 17TH AVENUE, AND WURST ROAD, THE ENTIRE WIDTH OF THE AFFECTED ROADWAY SHALL BE
MILLED AND REPAVED FOLLOWING COMPLETION OF UTILITY INSTALLATION. PAVEMENT RESTORATION SHALL
EXTEND A MINIMUM OF 50 FEET BEYOND THE LIMITS OF THE UTILITY TRENCH. ALL PAVEMENT RESTORATION
SHALL BE PERFORMED IN ACCORDANCE WITH THE PUBLIC ROADWAY PAVEMENT REPAIR DETAIL SHOWN ON
SHEET C-6.
7.WHERE PROPOSED UTILITIES PASS BENEATH EXISTING CONCRETE PAVEMENT, SIDEWALK, CURB, CURB AND
GUTTER, DRIVEWAY, OR OTHER CONCRETE FEATURES, CONCRETE RESTORATION SHALL BE REQUIRED. LIMITS
OF CONCRETE REMOVAL AND REPLACEMENT SHALL BE AS INDICATED BY THE CONCRETE RESTORATION
HATCHING SHOWN ON THE DRAWINGS. ALL CONCRETE SHALL BE REMOVED AND REPLACED TO MATCH THE
EXISTING THICKNESS, JOINTING PATTERN, FINISH, AND ALIGNMENT, UNLESS OTHERWISE NOTED.
8.ALL CONSTRUCTION ACTIVITIES WITHIN THE PHASE 1 RIGHT-OF-WAY LIMITS SHALL BE FULLY COMPLETED,
INCLUDING UTILITY INSTALLATION, PAVEMENT RESTORATION, AND FINAL SURFACE RESTORATION, PRIOR TO
COMMENCING ANY CONSTRUCTION ACTIVITIES WITHIN THE PHASE 2 RIGHT-OF-WAY.
SEQUENCE OF CONSTRUCTION:
A.WORK IN NO MORE THAN 1 BLOCK AT A TIME; WORK SHALL BE LIMITED TO 1
LANE AT A TIME, USING APPROPRIATE MEANS AND METHODS.
B.INSTALL PIPE & BACKFILL THROUGH LIME ROCK BASE LAYER.
C.RESTORE ROAD UP TO ONE COURSE OF PAVEMENT.
D.OVERLAY ENTIRE LANE UPON COMPLETION OF CONSTRUCTION.
ERCP ELLIPTICAL REINFORCED CONCRETE PIPE
WATER/SEWER:
CITY OF OCOEE UTILITIES
1800 A.D. MIMS ROAD
OCOEE, FL 34761
(407) 905-3159
DRAIN:
CITY OF OCOEE PUBLIC WORKS
301 MAGUIRE ROAD
OCOEE, FL 34761
(407) 905-3170
ELECTRIC:
DUKE ENERGY
452 E CROWN POINT RD
WINTER GARDEN, FL 34787
(800) 700-8744
DIG SAFE
SUNSHINE 811
GAS:
LAKE APOPKA NATURAL GAS
1320 WINTER GARDEN
VINELAND ROAD
WINTER GARDEN, FL 34787
(407) 656-2734
MILL AND REPLACE
UTILITY TRENCH
CONCRETE REPAIR
Page 271 of 576
1+
0
0
2+00 3+00 4+00 5+00 6+00 7+00
MA
T
C
H
LI
N
E
DW
G
C-
2
DW
G
C-
3
CO
COCO
CO
CO CO COCO
CO
CO
68"
76"
44"
20"
X
UG
F
B
O
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO
X
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
XXXX
UGFBO
OH
E
OHE OHE
OH
E
OHE
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO
G G G G G
BE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UGFBO
UGFBO
UGFBO
UGFBO
U
G
F
B
O
20/9"
STOP
NO OUTLETSTOP
SCB TOP OF GRATE ELEV=126.11'
BOTTOM OF STRUCTURE ELEV=121.76
24" CMP RECESSED
SCB TOP OF GRATE ELEV=125.78'
OPEN CHANNEL INV ELEV= 125.16
N INV (18"RCP) ELEV= 121.66
SCB TOP OF GRATE ELEV=125.58'
NW INV (18"RCP) ELEV=121.82
SCB TOP OF GRATE ELEV=125.86'
N INV (18"CMP) ELEV=122.16
SCB TOP OF GRATE ELEV=125.49'
N INV (24"RCP) ELEV= 121.14
SE INV (18"RCP) ELEV= UNK
S INV (18"RCP) ELEV= 121.20
MPH 25
IP 2" (fnd)IR 1/2" (fnd)
IR 1/2" (fnd)
N&D L&S LB 7829 (fnd)
STOP
STOP
FM ARV
4' BARB-WIRE FENCE
6' CHAIN LINK FENCE
4' WOOD PANEL FENCE 6'WOOD PANEL FENCE4' BARB-WIRE FENCE
4' CHAIN LINK FENCE
TRACT "A"
RETENTION
AREA
25
7.5' DRAINAGE, UTILITY,
INGRESS & EGRESS
EASEMENT(P)
SE
C
U
R
I
T
Y
C
I
R
C
L
E
N O T
I N C L U D E D
MO
B
I
L
E
L
A
N
E
1458
9
12
LY
M
A
N
S
T
R
E
E
T
(
F
)
1
2
1
2
1
DIRT DRIVEWAY
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1543687.5510
E:482075.0300
ELEV:126.20' (NAVD 1988)
EDGE OF ASPHALT ROAD
5' WIDE CONC SIDEWALK
5' WIDE CONC SIDEWALK
5' WIDE CONC
SIDEWALK
5' WIDE CONC SIDEWALK
CONCRETE
DRIVEWAY
BU
R
N
T
T
R
E
E
C
O
U
R
T
FMFM
FM
FM
SMH TOP OF LID ELEV=126.14'
N INV (8"PVC) ELEV= 115.38
E INV (8"PVC) ELEV= 115.42
S INV (8"PVC) ELEV= 115.40
SMH TOP OF LID ELEV=126.14'
N INV (20"PVC) ELEV=113.72
SW INV (20"PVC) ELEV=113.86
W INV (8"PVC) ELEV=114.66
DMH TOP OF LID ELEV=126.39'
N INV (15"CMP) ELEV=123.32
SW INV (15" CMP) ELEV=121.91'
SCB TOP OF GRATE ELEV=125.27'
NE INV (18"RCP) ELEV= 120.68
E INV (18"RCP) ELEV= 122.14
S INV (18"RCP) ELEV= 120.76
SCB TOP OF GRATE ELV=125.42'
W INV (18"RCP) ELEV= 122.24
NW INV (36"RCP8"PVC) ELEV=120.35
DMH TOP OF LID ELEV=126.45'
NE INV (15"CMP) ELEV=119.75
S INV (15"CMP) ELEV=123.10
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1544174.3590
E:482061.4690
ELEV:125.22' (NAVD 1988)
SCB TOP OF GRATE ELEV=125.63'
N INV (18"RCP) ELEV= 121.22
S INV (24"RCP) ELEV= 120.97
MPH 25 5' WIDE CONC SIDEWALK
126
126
126
127
126
127
126
126
125
126
126
12
6
127
12
6
SMH-1 SMH-3SMH-2 12" PVC S12" PVC S12" PVC S
12
"
P
V
C
S
8" PVC S
12" PVC S
8" PVC S
SMH-12
SMH-14
SMH-13
B-9
B-10
REPLACE EXISTING 8" PVC
SEWER WITH WITH 12" PVC
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-7
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-7
SERVICE LATERAL,
SEE DETAIL UT105
ON SHEET C-7
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-7
CORE AND CONNECT TO
EXISTING SMH A AT INVERT
114.66 TO FIT 12" PIPE
24
"
P
V
C
F
M
CONTRACTOR TO
COORDINATE WITH
CITY TO DIVERT
FLOW FROM MH
REMOVE AND
REPLACE CONCRETE
SIDEWALK, SEE DETAIL
PW005 ON SHEET C-7
REMOVE AND
REPLACE CONCRETE
SIDEWALK, SEE DETAIL
PW005 ON SHEET C-7
REMOVE AND
REPLACE CONCRETE
SIDEWALK, SEE DETAIL
PW005 ON SHEET C-7 REMOVE AND
REPLACE CONCRETE
SIDEWALK, SEE DETAIL
PW005 ON SHEET C-7
CORE AND CONNECT TO EXISTING
SMH B AT N INVERT 115.38 AND
E INVERT 115.32 TO FIT 12" PIPES
716 N LAKEWOOD AVE
730 N LAKEWOOD AVE
728 N LAKEWOOD AVE 736 N LAKEWOOD AVE
720 N LAKEWOOD AVE
PID:18-22-28-0000-00-066
DOC#20180256405
782 N LAKEWOOD AVE
PID:18-22-28-0000-00-055
ORB 9110, PG 845
792 N LAKEWOOD AVE
PID:18-22-28-0000-00-054
ORB 5932, PG 239
102 SECURITY CIR
SECURITY MOBILE
HOME PARK
PLAT BOOK Z, PAGE 93
729 LAKEWOOD AVE
102 MOBILE LN
FIRST ADDITION T0
SECURITY MOBILE HOME
PARK
PLAT BOOK 1, PAGE 132
100 MOBILE LN
101 BURNT TREE CT 98 BURNT TREE CTEXISTING SMH A
EXISTING SMH B
8"
P
V
C
S
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-7
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
REMOVE AND REPLACE CONCRETE
SIDEWALK, SEE DETAIL PW005 ON
SHEET C-7
MILL AND REPLACE MILL AND REPLACE MILL AND REPLACE
MILL AND REPLACE
SCB TOP OF GRATE ELEV=125.86'
BOTTOM OF STRUCTURE ELEV=121.66
18" CMP RECESSED
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
REMOVE AND REPLACE
DRIVEWAY (TYP)
6" CLEANOUT
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET C-7
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-7
6" CLEANOUT
REMOVE AND REPLACE
CONCRETE SIDEWALK, SEE
DETAIL PW005 ON SHEET C-7
MILL AND REPLACESCB TOP OF GRATE ELEV=125.68'
BOTTOM OF STRUCTURE ELEV=121.33
24" & 18" CMP RECESSED
25
'
MILL AND
REPLACE
25
'
MILL AND REPLACE
2'
-
3
"
MILL AND REPLACE
12
6
.
6
12
6
.
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12
6
.
1
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N
V
O
U
T
(
S
)
=
1
1
7
.
6
5
CROSSING 1: SEE
SEPARATION TABLE
ON SHEET C-11
1/2" UGFBO
1/2" UGFBO 1/2" UGFBO
18" SD
24" SD
20" FM
6" W
CROSSING 2: SEE
SEPARATION TABLE
ON SHEET C-11
CROSSING 3: SEE
SEPARATION TABLE
ON SHEET C-11
CROSSING 4: SEE
SEPARATION TABLE
ON SHEET C-11
CROSSING 5: SEE
SEPARATION TABLE
ON SHEET C-11
CROSSING 6: SEE
SEPARATION TABLE
ON SHEET C-11
CROSSING 7: SEE
SEPARATION TABLE
ON SHEET C-11
12" S L=197' S=0.45%
12" S L=51' S
=
3
.
3
6
%
12" S L=79' S=0.83%
105
110
115
120
125
130
135
105
110
115
120
125
130
135
1+00 2+00 3+00 4+00 5+00 6+00 7+00
EX
I
S
T
I
N
G
S
M
H
B
RI
M
E
L
.
=
1
2
6
.
1
4
12
"
I
N
V
I
N
(
N
)
=
1
1
5
.
3
8
8"
I
N
V
I
N
(
S
)
=
1
1
5
.
4
0
12
"
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N
V
O
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T
(
E
)
=
1
1
5
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3
2
12
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N
(
N
)
=
1
1
5
.
3
8
EX
I
S
T
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S
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A
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.
=
1
2
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4
12
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(
W
)
=
1
1
4
.
6
6
12
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T
(
N
)
=
1
1
3
.
7
2
12
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(
W
)
=
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1
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.
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6
SE
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A
L
W
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A
2
+
1
9
.
3
3
SE
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A
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A
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W
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ST
A
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+
4
4
.
5
8
SE
R
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A
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ST
A
4
+
7
8
.
0
0
SE
R
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A
4
+
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4
8
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4
+
0
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.
1
0
SE
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A
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ST
A
3
+
3
2
.
8
1
SE
R
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L
A
T
E
R
A
L
W
Y
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ST
A
3
+
3
7
.
6
0
12" S L=202' S=0.23%
12
"
I
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V
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U
T
(
E
)
=
1
1
5
.
3
2
SE
R
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L
A
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A
L
W
Y
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ST
A
5
+
9
7
.
0
0
SE
R
V
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E
L
A
T
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A
L
W
Y
E
ST
A
1
+
4
8
.
7
1
J:
\
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G
\
F
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\
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2
1
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7
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|
21
7
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|
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2
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4
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|
--
-
-
|
2/
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/
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6
5
:
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7
:
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P
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|
JA
M
E
S
.
P
I
C
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LA
S
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E
D
B
Y
:
JA
M
E
S
.
P
I
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2/
2
3
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2
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2
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:
3
3
A
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AP
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CH
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:
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:
3 4
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:
DRAWING
RE
V
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S
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S
NO
AP
P
'
D
DA
T
E
SU
B
M
I
S
S
I
O
N
:
5
PLAN
SCALE: 1"=20'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
PL
A
N
A
N
D
P
R
O
F
I
L
E
S
T
A
1
+
0
0
T
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A
7
+
0
0
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LA
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PH
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6
D.
M
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7
D.
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7
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1
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6
|
w
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w
r
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c
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60
1
S
L
A
K
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D
E
S
T
I
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Y
R
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A
D
,
S
U
I
T
E
2
9
0
,
M
A
I
T
L
A
N
D
,
F
L
3
2
7
5
1
A
B
A EXISTING MANHOLE IS LINED/COATED; CONTRACTOR SHALL ADD COATING TO THE
DISTURBED AREAS AFTER RE-SHAPING THE INVERT
B EXISTING MANHOLE SHALL BE LINED AND COATED WITH APPROVED EPOXY COATING
1
1
1
Page 272 of 576
7+00 8+00 9+00 10+00 11+00 12+00 13+00
MA
T
C
H
LI
N
E
DW
G
C-
2
DW
G
C-
3
MA
T
C
H
LI
N
E
DW
G
C-
3
DW
G
C-
4
CO CO CO
CO CO
50
+
0
0
50
+
2
8
CO
18"20"
42"
20"
22"
20"10"
15"12"12"
20"24"
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
U
G
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE
OH
E
OH
E
O
H
E
O
H
E
OH
E
OHE OHE OHE OHE OHE
UGFBO UGFBO
UGFBO
UG
F
B
O
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SCB TOP OF GRATE ELEV=125.51'
N INV (24"RCP) ELEV=122.98
S INV (24"RCP) ELEV=122.96
SCB TOP OF GRATE ELEV=125.19'
W INV (15"CMP) ELEV= 123.57
SCB TOP OF GRATE ELEV=125.43'
N INV (15"RCP) ELEV= 123.89
S INV (15"RCP) ELEV= 123.80
ARV
BT PRESSURE RELEASE VALVE
DMH TOP OF LID ELEV=125.48'
N (UNKNOWN) ELEV=123.52
W(18"RCP) ELEV=123.34
SCB TOP OF GRATE ELEV=125.78'
N (24"RCP) ELEV= 122.70
E (18"RCP) ELEV= 122.73
S (24"RCP) ELEV= 122.64
N INV (24"CMP) ELEV=120.89
S INV (24"CMP) ELEV=120.68 IRC 1/2" RLS 2142 (fnd)
E INV (15" CMP) ELEV=122.20
S INV (24" RCP) ELEV=122.06
N&D REF PT (fnd)
TRACT "A"
RETENTION
AREA
904 N LAKEWOOD AVE
PID:7-22-28-0000-00-047
DOC#20230691880
870 CLARCONA OCOEE RD
PID:7-22-28-0000-00-040
DOC#20230691880
880 CLARCONA OCOEE RD
PID:7-22-28-0000-00-080
DOC#20180520082
905 N LAKEWOOD AVE
PID:08-22-28-0000-00-046
ORB 6633, PG 788
903 N LAKEWOOD AVE
PID:08-22-28-0000-00-022
DOC#20190761043
821 N LAKEWOOD AVE
PID:08-22-28-0000-00-027
DOC#20040577026
815 CLARCONA OCOEE RD
PID:08-22-28-0000-00-028
DOC#20230197294
FLUME
5' WIDE CONC SIDEWALK 5' WIDE CONC SIDEWALK
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544507.0780
E:482027.9150
ELEV:125.44' (NAVD 1988)
FLUME
DIRT DRIVEWAY
EDGE OF ASPHALT ROAD
IR 1/2" BENT (fnd)
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
MON 4"X4" (fnd)
FLUME
CONCRETE DRIVEWAY
CONCRETE DRIVEWAY
OVERGROWN
GRAVEL DRIVEWAY
AN
D
E
R
S
O
N
P
L
SE INV (36"RCP) ELEV=122.89'
SW INV (15" CMP) ELEV=121.91'
NO DUMPING
SCB TOP OF GRATE ELEV=125.27'
NE INV (18"RCP) ELEV= 120.68
E INV (18"RCP) ELEV= 122.14
S INV (18"RCP) ELEV= 120.76
SCB TOP OF GRATE ELV=125.42'
W INV (18"RCP) ELEV= 122.24
NW INV (36"RCP) ELEV=120.35
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1544174.3590
E:482061.4690
ELEV:125.22' (NAVD 1988)
DMH TOP OF LID ELEV=126.01'
SW INV (18"RCP) ELEV= 120.30
E INV (15"RCP) ELEV= 120.40
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
125 124 123 122
122 123 124 125
12
1
126
125
124
123
122
123 124 125
123
124
125
126
125
124 123
123
126
125126
126
SMH-5SMH-4
12" PVC S12" PVC S 12" PVC SB-7
B-8
SERVICE LATERAL,
SEE DETAIL UT105
ON SHEET C-7
SERVICE LATERAL,
SEE DETAIL UT105
ON SHEET C-7
REMOVE AND REPLACE CONCRETE
SIDEWALK, SEE DETAIL PW005 ON
SHEET C-7IRC 1/2" ILL (fnd)
6" CLEANOUT
6" CLEANOUT6" CLEANOUT
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET C-7
6" CLEANOUT
SMH-15
MILL AND
REPLACEMILL AND REPLACEMILL AND REPLACE 25' FROM
TRENCH BOTH DIRECTION
DMH TOP OF LID ELEV=125.43'
NE INV (18"RCP) ELEV = 120.05
S INV (24"CMP) ELEV = 120.51
NW INV (36"RCP) ELEV = 120.07
REMOVE AND REPLACE
15" CMP WITH 15" RCP
REMOVE AND REPLACE
CONCRETE SIDEWALK
SEE DETAIL PW005 ON SHEET C-7
6" CLEANOUT
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET C-7
REMOVE AND REPLACE
CONCRETE SIDEWALK
SEE DETAIL PW005 ON SHEET C-7
CLEAR AND GRUB
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-7
CONCRETE ENCASED
SERVICE LATERAL
110
115
120
125
130
135
140
110
115
120
125
130
135
140
7+00 8+00 9+00 10+00 11+00 12+00 13+00
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
9
12
6
.
0
12
6
.
0
12
5
.
9
12
5
.
9
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
6
.
0
12
6
.
2
12
6
.
4
12
6
.
6
EXISTING GRADE
SM
H
-
5
RI
M
E
L
.
=
1
2
5
.
8
8
ST
A
1
1
+
7
0
7
'
R
12
"
I
N
V
I
N
(
N
)
=
1
2
0
.
3
8
12
"
I
N
V
O
U
T
(
S
)
=
1
2
0
.
2
8
SM
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4
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.
=
1
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5
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9
6
ST
A
9
+
0
7
7
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R
12
"
I
N
V
I
N
(
N
)
=
1
1
9
.
3
5
8"
I
N
V
I
N
(
E
)
=
1
1
9
.
3
5
12
"
I
N
V
O
U
T
(
S
)
=
1
1
9
.
2
5
1/2" UGFBO 1/2" UGFBO
36" SD
15" SD
24" SD
CROSSING 8: SEE
SEPARATION TABLE
ON SHEET C-11
CROSSING 10: SEE
SEPARATION TABLE
ON SHEET C-11
CROSSING 11: SEE
SEPARATION TABLE
ON SHEET C-11
CROSSING 12: SEE
SEPARATION TABLE
ON SHEET C-11
CROSSING 13: SEE
SEPARATION TABLE
ON SHEET C-11
12" S L=263' S=0.35%
12" S L=269' S=0.19%
12" S L=258' S=0.57%
SE
R
V
I
C
E
L
A
T
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R
A
L
W
Y
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ST
A
8
+
3
5
.
0
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R
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W
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1
1
+
4
7
.
0
0
SE
R
V
I
C
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L
A
T
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A
L
W
Y
E
ST
A
1
2
+
2
6
.
3
1
SE
R
V
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C
E
L
A
T
E
R
A
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W
Y
E
ST
A
1
2
+
5
4
.
3
3
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
1
0
+
5
2
.
0
0
1/2" UGFBO
CROSSING 9: SEE
SEPARATION TABLE
ON SHEET C-11
12" MIN
J:
\
E
N
G
\
F
L
\
O
C
O
E
E
\
2
1
7
8
7
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2
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2
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2
0
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2
8
:
4
4
P
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|
JA
M
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:
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B
M
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S
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:
5
PLAN
SCALE: 1"=20'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
PL
A
N
A
N
D
P
R
O
F
I
L
E
S
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A
7
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0
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T
I
N
Y
R
O
A
D
,
S
U
I
T
E
2
9
0
,
M
A
I
T
L
A
N
D
,
F
L
3
2
7
5
1
Page 273 of 576
13+00 14+00 15+00
MA
T
C
H
LI
N
E
DW
G
C-
3
DW
G
C-
4
CO
CO CO
54"
20/10" TWIN20"
OH
E
OH
E
OH
E
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE
O
H
E
OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
G G G G G G G G G G G G G G
UGFBO UGFBO UGFBO
SCB TOP OF GRATE ELEV=128.65'
S INV (15"RCP) ELEV= 126.18
IRC 1/2" LB 4596 (fnd)
IP 1" (fnd)STONE PLATER
5' METAL FENCE
922 N LAKEWOOD AVE
PID:07-22-28-0000-00-048
DOC#20180344043
914 N LAKEWOOD AVE
PID:07-22-28-0000-00-062
DOC#20190549959
880 CLARCONA OCOEE RD
PID:7-22-28-0000-00-080
DOC#20180520082
ZACK INVESTMENTS
LAKEWOOD AVE LLC
PID:7-22-28-0000-00-090
DOC#20180523897
915 CLARCONA OCOEE RD
PID:08-22-28-0000-00-017
DOC#20120018967
911 CLARCONA OCOEE RD
PID:08-22-28-0000-00-018
DOC#20020623775
907 N LAKEWOOD AVE
PID:08-22-28-0000-00-021
NO DOC FOUND
905 N LAKEWOOD AVE
PID:08-22-28-0000-00-046
ORB 6633, PG 788 PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544881.6580
E:482058.2010
ELEV:127.89' (NAVD 1988)
5' WIDE CONC SIDEWALK 5' WIDE CONC SIDEWALK
N&D NO ID (fnd)
CONCRETE
DRIVEWAY
DIRT DRIVE WAY
CONCRETE
CONCRETE
DRIVEWAY
SCB TO OF GRATE ELEV=127.09'
N INV (24"RCP) ELEV=124.29
S INV (24"RCP) ELEV=124.19
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
DIRT DRIVEWAY
127 128
128
129
128
129
12" PVC S SMH-6
PHASE 1 DESIGN
SEE PHASE 2
DRAWING SET FOR
CONTINUATION
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-7
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-7
REMOVE AND
REPLACE CONCRETE
SIDEWALK, SEE DETAIL
PW005 ON SHEET C-7
REMOVE AND
REPLACE CONCRETE
SIDEWALK, SEE DETAIL
PW005 ON SHEET C-7
6" CLEANOUTSERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-7
6" CLEANOUT
6" CLEANOUT
MILL AND
REPLACE
EDGE OF ASPHALT ROAD
110
115
120
125
130
135
140
110
115
120
125
130
135
140
13+00 14+00 15+00
12
6
.
6
12
6
.
9
12
7
.
3
12
7
.
6
12
7
.
8
12
8
.
0
12
8
.
2
12
8
.
4
12
8
.
7
EXISTING GRADE
12" S L=258' S=0.57%
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
1
3
+
9
0
.
7
8
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
1
4
+
1
9
.
5
1
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
1
3
+
4
5
.
5
5
SM
H
-
6
RI
M
E
L
.
=
1
2
7
.
9
4
ST
A
1
4
+
2
8
6
'
R
12
"
I
N
V
O
U
T
(
S
)
=
1
2
1
.
8
4
J:
\
E
N
G
\
F
L
\
O
C
O
E
E
\
2
1
7
8
7
-
L
A
K
E
W
O
O
D
A
V
E
G
R
A
V
I
T
Y
S
E
W
E
R
P
H
A
S
E
1
\
_
D
R
A
W
I
N
G
S
\
C
I
V
\
2
1
7
8
7
-
C
S
-
P
L
A
N
P
R
O
F
I
L
E
I
I
I
.
D
W
G
|
21
7
8
7
-
C
S
-
P
l
a
n
P
r
o
f
i
l
e
I
I
I
|
1:
2
.
5
8
4
9
|
--
-
-
|
2/
2
4
/
2
0
2
6
5
:
2
9
:
3
4
P
M
|
JA
M
E
S
.
P
I
C
K
E
R
I
N
G
LA
S
T
S
A
V
E
D
B
Y
:
JA
M
E
S
.
P
I
C
K
E
R
I
N
G
12
/
8
/
2
0
2
5
2
:
2
0
P
M
AP
P
R
O
V
E
D
:
CH
E
C
K
E
D
:
CA
D
:
DA
T
E
:
1 2
PR
O
J
E
C
T
N
O
:
DA
T
E
:
3 4
CA
D
C
O
O
R
D
:
DE
S
I
G
N
E
D
:
DRAWING
RE
V
I
S
I
O
N
S
NO
AP
P
'
D
DA
T
E
SU
B
M
I
S
S
I
O
N
:
5
PLAN
SCALE: 1"=20'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
PL
A
N
A
N
D
P
R
O
F
I
L
E
S
T
A
1
3
+
0
0
T
O
S
T
A
1
5
+
0
0
CI
T
Y
O
F
O
C
O
E
E
,
F
L
O
R
I
D
A
LA
K
E
W
O
O
D
A
V
E
N
U
E
NO
R
T
H
G
R
A
V
I
T
Y
S
E
W
E
R
PH
A
S
E
1
C-4
D.
M
E
T
Z
21
7
8
7
D.
M
E
T
Z
J.
H
O
G
A
N
CO
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
40
7
.
9
0
6
.
1
7
7
6
|
w
w
w
.
w
r
i
g
h
t
-
p
i
e
r
c
e
.
c
o
m
60
1
S
L
A
K
E
D
E
S
T
I
N
Y
R
O
A
D
,
S
U
I
T
E
2
9
0
,
M
A
I
T
L
A
N
D
,
F
L
3
2
7
5
1
Page 274 of 576
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
1
2
6
12
6
U
G
F
B
O
4+
0
0
20+00 20+37
SCB TOP OF GRATE ELEV=125.78'
OPEN CHANNEL INV ELEV= 125.16
N INV (18"RCP) ELEV= 121.66
SCB TOP OF GRATE ELEV=125.58'
NW INV (18"RCP) ELEV=121.82
SCB TOP OF GRATE ELEV=125.49'
N INV (24"RCP) ELEV= 121.14
SE INV (18"RCP) ELEV= UNK
S INV (18"RCP) ELEV= 121.20 4' WOOD PANEL FENCE
MOBILE LANE
B-10
SMH-1 SMH-12
12
"
P
V
C
S
8" PVC S
NO
R
T
H
L
A
K
E
W
O
O
D
A
V
E
N
U
E
(O
C
O
E
E
C
L
A
R
C
O
N
A
R
O
A
D
)
105
110
115
120
125
130
135
105
110
115
120
125
130
135
20+00 20+37
12
5
.
9
12
5
.
8
12
5
.
8
8" S L=37' S=0.65%
SM
H
-
1
RI
M
E
L
.
=
1
2
5
.
9
5
ST
A
3
+
9
0
6
'
R
12
"
I
N
V
I
N
(
N
)
=
1
1
5
.
9
5
8"
I
N
V
I
N
(
E
)
=
1
1
5
.
9
5
12
"
I
N
V
O
U
T
(
S
)
=
1
1
5
.
8
5
SM
H
-
1
2
RI
M
E
L
.
=
1
2
5
.
7
2
ST
A
3
+
9
0
4
3
'
R
8"
I
N
V
O
U
T
(
W
)
=
1
1
6
.
1
9
EXISTING GRADE
18" SD
18" SD
6" W
CROSSING 1: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
CROSSING 2: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
CROSSING 3: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
IR 1/2" (fnd)
IR 1/2" (fnd)
X
X
X
X
X
X
X
X
X
X
X
OH
E
OH
E
OHE
OHE
12
6
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
U
G
F
B
O
4+
0
0
30+0030+36
CO
CO
SCB TOP OF GRATE ELEV=125.49'
N INV (24"RCP) ELEV= 121.14
SE INV (18"RCP) ELEV= UNK
S INV (18"RCP) ELEV= 121.20
LYMAN STREET
5'
W
I
D
E
C
O
N
C
S
I
D
E
W
A
L
K
B-10
SMH-2SMH-13
12
"
P
V
C
S
8" PVC S
NO
R
T
H
L
A
K
E
W
O
O
D
A
V
E
N
U
E
(O
C
O
E
E
C
L
A
R
C
O
N
A
R
O
A
D
)
105
110
115
120
125
130
135
105
110
115
120
125
130
135
30+0030+36
12
5
.
7
12
5
.
4
12
5
.
1
SM
H
-
2
RI
M
E
L
.
=
1
2
5
.
7
5
ST
A
4
+
4
1
6
'
R
12
"
I
N
V
I
N
(
N
)
=
1
1
7
.
7
5
8"
I
N
V
I
N
(
W
)
=
1
1
7
.
7
5
12
"
I
N
V
O
U
T
(
S
)
=
1
1
7
.
6
5
8" S L=36' S=0.50%
SM
H
-
1
3
RI
M
E
L
.
=
1
2
4
.
9
6
ST
A
4
+
4
1
-
3
0
'
L
8"
I
N
V
O
U
T
(
E
)
=
1
1
7
.
9
3
EXISTING GRADE
1/2" UGFBO
20" FM
CROSSING 5: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
CROSSING 4: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
G
G
G
G
G
B
E
B
E
1
2
6
126
UGF
B
O
UGFBO
UGFBO
6+
0
0
40+00 40+24
CO
BURNT TREE COURT
DMH TOP OF LID ELEV=126.39'
N INV (15"CMP) ELEV=123.32
DMH TOP OF LID ELEV=126.45'
NE INV (15"CMP) ELEV=119.75
S INV (15"CMP) ELEV=123.10
B-9
SMH-14SMH-3
8" PVC S
NO
R
T
H
L
A
K
E
W
O
O
D
A
V
E
N
U
E
(O
C
O
E
E
C
L
A
R
C
O
N
A
R
O
A
D
)
105
110
115
120
125
130
135
105
110
115
120
125
130
135
40+00 40+24
12
5
.
7
12
6
.
0
SM
H
-
3
RI
M
E
L
.
=
1
2
5
.
7
3
ST
A
6
+
3
7
5
'
R
12
"
I
N
V
I
N
(
N
)
=
1
1
8
.
7
3
8"
I
N
V
I
N
(
E
)
=
1
1
8
.
7
3
12
"
I
N
V
O
U
T
(
S
)
=
1
1
8
.
6
3
8" S L=24' S=0.78%
SM
H
-
1
4
RI
M
E
L
.
=
1
2
6
.
0
2
ST
A
6
+
3
7
3
0
'
R
8"
I
N
V
O
U
T
(
W
)
=
1
1
8
.
9
2
EXISTING GRADE
2" GAS
18" SD
6" W
CROSSING 6: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
CROSSING 7: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
CROSSING 8: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
105
110
115
120
125
130
135
105
110
115
120
125
130
135
50+00 50+30
12
5
.
8
12
5
.
7
SM
H
-
4
RI
M
E
L
.
=
1
2
5
.
9
6
ST
A
9
+
0
7
7
'
R
12
"
I
N
V
I
N
(
N
)
=
1
1
9
.
3
5
8"
I
N
V
I
N
(
E
)
=
1
1
9
.
3
5
12
"
I
N
V
O
U
T
(
S
)
=
1
1
9
.
2
5
8" S L=28' S=0.25%
SM
H
-
1
5
RI
M
E
L
.
=
1
2
5
.
7
5
ST
A
9
+
0
6
3
5
'
R
8"
I
N
V
O
U
T
(
W
)
=
1
1
9
.
4
2
EXISTING GRADE
2" GAS
6" W
CROSSING 9: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
CROSSING 10: SEE STUB
OUT SEPARATION
TABLE ON SHEET C-11
20"
24"
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
G
G
G
G
G
G
G
9+
0
0
50+00 50+28
5'
W
I
D
E
C
O
N
C
SI
D
E
W
A
L
K
ED
G
E
O
F
A
S
P
H
A
L
T
R
O
A
D
SMH-4 SMH-15
J:
\
E
N
G
\
F
L
\
O
C
O
E
E
\
2
1
7
8
7
-
L
A
K
E
W
O
O
D
A
V
E
G
R
A
V
I
T
Y
S
E
W
E
R
P
H
A
S
E
1
\
_
D
R
A
W
I
N
G
S
\
C
I
V
\
2
1
7
8
7
-
S
T
U
B
P
R
O
F
I
L
E
S
.
D
W
G
|
21
7
8
7
-
S
t
u
b
P
r
o
f
i
l
e
s
|
1:
2
.
5
8
4
9
|
--
-
-
|
2/
2
4
/
2
0
2
6
5
:
3
0
:
1
9
P
M
|
JA
M
E
S
.
P
I
C
K
E
R
I
N
G
LA
S
T
S
A
V
E
D
B
Y
:
JA
M
E
S
.
P
I
C
K
E
R
I
N
G
12
/
4
/
2
0
2
5
4
:
1
4
P
M
AP
P
R
O
V
E
D
:
CH
E
C
K
E
D
:
CA
D
:
DA
T
E
:
1 2
PR
O
J
E
C
T
N
O
:
DA
T
E
:
3 4
CA
D
C
O
O
R
D
:
DE
S
I
G
N
E
D
:
DRAWING
RE
V
I
S
I
O
N
S
NO
AP
P
'
D
DA
T
E
SU
B
M
I
S
S
I
O
N
:
5
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=10'
N
0 10 20
ST
U
B
-
O
U
T
P
L
A
N
S
A
N
D
P
R
O
F
I
L
E
S
CI
T
Y
O
F
O
C
O
E
E
,
F
L
O
R
I
D
A
LA
K
E
W
O
O
D
A
V
E
N
U
E
NO
R
T
H
G
R
A
V
I
T
Y
S
E
W
E
R
PH
A
S
E
1
C-5
D.
M
E
T
Z
21
7
8
7
D.
M
E
T
Z
J.
H
O
G
A
N
CO
N
T
R
A
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PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=10'
PLAN
SCALE: 1"=10'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=10'
PLAN
SCALE: 1"=10'
PLAN
SCALE: 1"=10'
0 10 2001020
NN N
0 10 20
PLAN
SCALE: 1"=10'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=10'
Page 275 of 576
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TO NEAREST JOINT
COMPACTED SUBGRADE
UTILITY TRENCH, SEE DETAIL
TO NEAREST JOINT
ROAD
EXISTING PAVEMENT
6" THICK 3,000 PSI
CONCRETE
EXISTING CONCRETE
DRIVEWAY PAVEMENT
SAWCUT
CL
SAWCUT
CL
CONCRETE DRIVEWAY PAVEMENT REPAIR
SCALE: NOT TO SCALE
NOTES:
1.CONCRETE TO HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI.
2.USE 1/2" EXPANSION JOINT (PREFORMED JOINT FILLER) BETWEEN CONCRETE AND ALL OTHER FIXED OBJECTS.
MATCH EXISTING GRADE
PUBLIC ROADWAY PAVEMENT REPAIR DETAILS
SCALE: NOT TO SCALE
NOTES:
1.PAVEMENT REPAIR, PAVEMENT STRIPING, AND PAVEMENT MARKINGS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 02000.
2.MILLED SURFACE SHALL BE PROTECTED FROM TRAFFIC AND RAIN. IN ADDITION, THE PLACEMENT OF THE FIRST LIFT OF STRUCTURAL
COURSE SHALL OCCUR NO LATER THAN THE DAY AFTER THE SURFACE IS MILLED.
3.RESTORE PAVEMENT STRIPING AND PAVEMENT MARKINGS BACK TO ORIGINAL LAYOUT AND COLOR.
4.SP-19.0 STRUCTURAL COURSE LIFTS SHALL BE A MINIMUM OF 2 INCHES AND A MAXIMUM OF 4 INCHES
5.25' MINIMUM IS ACCEPTABLE SOUTH OF STA 21+00.
2"2"
3" TYPE SP-19.0 STRUCTURAL COURSE (TRAFFIC C)
EXISTING PAVEMENT
AGGREGATE SUB-BASE LAYER:
7" TYPE B-12.5 SUPERPAVE ASPHALT BASE
OR 14" LIMEROCK, LBR100 OR 5" TYPE
SP-19.0 STRUCTURAL COURSE (TRAFFIC C)
UTILITY TRENCH
SEE CITY OF OCOEE
PIPE BEDDING AND
TRENCH DETAIL UT001
INITIAL PAVEMENT REPAIR
EXISTING PAVEMENT
FINAL PAVEMENT REPAIR
UTILITY PARALLEL TO ROADWAY ℄
INITIAL PAVEMENT REPAIR
RO
A
D
℄
EDGE OF TRAVELED WAY
1" MILLING AND TACK COAT
1" TYP SP-9.5 STRUCTURAL COURSE (TRAFFIC C)
EXISTING PAVEMENT
FINAL PAVEMENT REPAIR
UTILITY PERPENDICULAR TO ROADWAY ℄
INITIAL PAVEMENT REPAIR
1" MILLING AND TACK COAT
1" TYP SP-9.5 STRUCTURAL COURSE (TRAFFIC C)
50' (MIN)
SEE NOTE 5
50"
(MIN)
SEE NOTE 5
ONE TRAVEL LANE
ONLY
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NARRATIVE
1.DESCRIPTION OF CONSTRUCTION ACTIVITY: INSTALLATION OF A NEW 12" GRAVITY SEWER LINE IN THE NORTH BOUND LANE OF LAKEWOOD AVENUE,
FROM SECURITY CIRCLE TO LAUREL RIDGE.
2.SITE AREA INFORMATION:
TOTAL AREA OF THE SITE = 1.79 ACRES
TOTAL DISTURBANCE AREA = 0.5 ACRES
RUNOFF DATA:
RUNOFF COEFFICIENTS:
BEFORE = 0.75
DURING = VARIES FROM 0.75 TO 0.80
AFTER = 0.75
3.PROPOSED SEQUENCE OF LAND DISTURBING ACTIVITIES, INCLUDING SEQUENCE DURING THE CONSTRUCTION PROCESS IN WHICH THE MEASURES WILL
BE INSTALLED. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR PROPOSES A
DIFFERENT SEQUENCE THAT IS EQUAL OR APPROVED BY THE ENGINEER. FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER
CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE.
REMOVE PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.
A.CONSTRUCTION OF A GRAVITY SEWER SYSTEM
B.CONSTRUCTION OF STUB-OUTS FROM MAIN LINE
4.DESCRIPTION OF THE SOILS AND AN IDENTIFICATION OF THOSE THAT ARE HIGHLY ERODIBLE:
44 - SMYRNA-SMYRNA, WET, FINE SAND
48 - TAVARES, FINE SAND-URBAN LAND COMPLEX
5.AFFECTED DRAINAGE AREAS AND MAJOR DISCHARGE POINTS:
N/A
6.LATITUDE AND LONGITUDE OF EACH MAJOR DISCHARGE POINT:
N/A
7.NAMES OF RECEIVING WATER(S):
STARKE LAKE
8.DESCRIPTION OF PROPOSED POLLUTION CONTROL MEASURES OR BMPS TO BE USED:
a.EROSION AND SEDIMENT CONTROL PRACTICES
MAINTAINING BUFFERS WITH ADJACENT WETLANDS, MAINTAINING HYDROLOGY OF ADJACENT WETLAND
b.STRUCTURAL CONTROL PRACTICES
THE FOLLOWING STRUCTURAL CONTROL PRACTICES HAVE BEEN DESIGNED INTO THIS PROJECT:
SLIT FENCE, CATCH BASIN FILTERS, LEVEL SPREADER, VEGETATED DRAINAGE SWALE
9.ESTIMATED CONSTRUCTION SCHEDULE:
START DATE = TBD
COMPLETION DATE = TBD
STABILIZATION SCHEDULE
CONSTRUCTION ACCESS ROAD = TBD
CLEARING AND GRUBBING = TBD
INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES = TBD
CONSTRUCTION OF SEDIMENT BASIN = TBD
SITE CONSTRUCTION & INTERIM EROSION CONTROL MEASURES = TBD
FINAL VEGETATION = TBD
10.THE CONTRACTOR RESPONSIBLE FOR THE BMP IMPLEMENTATION, INSPECTION, AND MAINTENANCE:
CONTRACTOR TO BE DETERMINED AT A LATER DATE THROUGH A PUBLIC BID PROCESS.
11.CALCULATIONS:
SUPPORTING CALCULATIONS FOR THE EROSION AND SEDIMENT CONTROL CAN BE FOUND WITHIN THE PROJECTS' ENVIRONMENTAL RESOURCE
PERMITS APPLICATION.
12.CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE,
AND LOCAL LAWS REGARDING EROSION AND TURBIDITY CONTROLS:
THE FOLLOWING PERMITS HAVE BEEN OBTAINED.
PERMIT # TBD
ACOE PERMIT # TBD
ENVIRONMENTAL RESOURCE PERMIT # TBD
13.INVENTORY FOR POLLUTION PREVENTION PLAN:
THE MATERIAL OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION:
CONCRETE, WOOD, FERTILIZERS, ASPHALT, MASONRY BLOCKS, PETROLEUM BASED PRODUCTS, TAR, ROOFING MATERIALS, CLEANING SOLVENTS,
DETERGENTS, METAL STUDS, PAINTS
RECORD REQUIREMENTS
THE CONTRACTOR SHALL, AT A MINIMUM, PERFORM AND DOCUMENT THE FOLLOWING RECORD KEEPING TASKS IN A REGULAR AND EXPEDIENT MANNER
WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING.
1.CONTRACTORS MUST RECORD THE FOLLOWING DATES:
A)WHEN MAJOR GRADING ACTIVITIES OCCUR
B)WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE
C)WHEN STABILIZATION (I.E. EROSION CONTROL) MEASURES BEGIN
2.CONTRACTORS ARE TO PROVIDE QUALIFIED INSPECTORS WHO HAVE KNOWLEDGE AND EXPERIENCE IN THE PRINCIPLES AND PRACTICE OF SEDIMENT
AND EROSION CONTROL AND CAN COMPLETE PROJECT SITE INSPECTIONS:
A)AT LEAST ONCE EVERY SEVEN (7) DAYS
B)WITHIN 24 HOURS AFTER THE END OF A STORM EVENT OF 0.50-INCHES OR MORE. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN
RAIN GAUGES AND RECORD THE DAILY RAINFALL.
C)WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL
ALSO INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN.
3. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND
AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE, AND LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS, OR
STORM WATER MANAGEMENT PLANS. COPIES OF THE INSPECTION REPORTS WILL BE SUBMITTED TO THE OWNER AND INCLUDE DOCUMENTATION OF
REMEDIAL ACTION TO ADDRESS SYSTEM FAILURES. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION
PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED.
THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE.
4.THE CONTRACTOR WILL PROVIDE THE OWNER A COPY OF THE NPDES PERMIT AND THE SWPPP.
INSPECTION AND MAINTENANCE REQUIREMENTS
EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS:
1.ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24
HOURS OF REPORT.
2.BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.
3.SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT
THE FENCE POSTS ARE FIRMLY IN THE GROUND.
4.CONSTRUCTION ENTRANCES WILL BE INSPECTED FOR DEPTH OF CRUSHED STONE BED AND FILTER FABRIC CONDITION.
5.THE SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF
THE DESIGN CAPACITY OR AT THE END OF THE JOB.
6.DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED.
7.TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
UPDATING REQUIREMENTS
1.THE STORMWATER POLLUTION PREVENTION PLANS (SWPPP) AND EROSION AND SEDIMENT CONTROL (E&SC) PLANS CONTAINED HEREIN PROVIDE ONLY
THE INITIAL AND MINIMUM REQUIREMENTS, AND PROJECT SPECIFIC STRUCTURAL BMPS NECESSARY FOR THIS PROJECT. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO MODIFY AND UPDATE THESE PLANS ACCORDING TO THEIR OPERATIONS ON SITE. IN ADDITION, THE CONTRACTOR SHALL REVISE
THESE DOCUMENTS:
a)WITHIN SEVEN CALENDAR DAYS FOLLOWING AN INSPECTION WHEN ADDITIONS AND/OR MODIFICATIONS TO BMPS ARE NECESSARY TO CORRECT
OBSERVED PROBLEMS.
b)WHENEVER A CHANGE IN THE DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE AT THE CONSTRUCTION SITE HAS A SIGNIFICANT EFFECT ON
THE DISCHARGE OF POLLUTANTS TO THE WATERS OF THE UNITED STATES NOT PREVIOUSLY ADDRESSED IN THE DOCUMENTS.
c)WHENEVER DISCHARGES ARE CAUSING WATER QUALITY “EXCEEDANCES” (AN EPA TERM) OR THE BMPS ARE INEFFECTIVE (TO AN EXTENT PRACTICAL)
IN MINIMIZING POLLUTANTS IN STORMWATER DISCHARGING FROM THE CONSTRUCTION SITE.
Page 278 of 576
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1
EROSION AND SEDIMENT CONTROL NOTES AND REQUIREMENTS
GENERAL REQUIREMENTS
1.THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION CONTROL
PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL
AND MAINTAIN THE CONTROLS AS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL,
STATE, AND LOCAL LAWS. REFER TO THESE EROSION AND SEDIMENT STABILIZATION PRACTICES FOR THE CONTROLS THAT MAY BE IMPLEMENTED.
2.THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED HEREIN AND THOSE MEASURES SHOWN IN THE
PLANS. IN ADDITION, THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED FOR COMPLIANCE WITH APPLICABLE PERMIT
CONDITIONS AND STATE WATER QUALITY STANDARDS DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTION. THE
CONTRACTOR SHALL APPLY FOR AND COMPLY WITH A FLORIDA NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL
OBTAIN WATER MANAGEMENT DISTRICT APPROVAL FOR DEWATERING PER FAC 40C22.
3.THE CONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND PAYING FOR THE PERMIT FEE FOR THE NOTICE OF INTENT (NOI) AND THE NOTICE OF
TERMINATION (NOT) FORMS.
4.TIMING OF CONTROLS/MEASURES. AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND HAY BALES, STABILIZED
CONSTRUCTION ENTRANCE AND SEDIMENT BASINS WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE
SEDIMENT BASINS AND THE EARTH BERM/SWALES REGRADED/REMOVED AND STABILIZED IN ACCORDANCE WITH THE EROSION CONTROL PLAN.
5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION
CONTROL PLAN. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND
FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION
CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL STATE AND LOCAL EROSION AND
SEDIMENT CONTROL PLAN AND AS REQUIRED TO MEET THE SEDIMENT AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE
REGULATORY AGENCIES, AND ORANGE COUNTY CODE CHAPTER 21.
EROSION AND SEDIMENT CONTROL - STABILIZATION PRACTICES
1.LOCATION OF STAKED SILT FENCE. STAKED SILT FENCE SHALL BE PLACED ALONG THE BOUNDARY OF FILL SLOPES, ALONG THE LIMITS OF CONSTRUCTION,
AND AROUND ALL PROPOSED INLETS AND STRUCTURES. SILT FENCE SHALL BE USED AROUND ALL EXCAVATED MATERIAL IN THEIR TEMPORARY
LOCATIONS DURING CONSTRUCTION.
2.LOCATION OF FLOATING TURBIDITY BARRIERS. FLOATING TURBIDITY BARRIERS SHALL BE PLACED DOWNSTREAM OF THE CULVERT REPLACEMENTS.
3.OFF-SITE VEHICLE TRACKING. LOADED HAUL TRUCKS SHALL BE COVERED WITH TARPAULIN. EXCESS DIRT ON THE ROAD SHALL BE REMOVED DAILY.
AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE DAMPENED WITH WATER AS REQUIRED FOR DUST CONTROL.
4.THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL DEVICES, AND REMOVAL OF EROSION
AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION. MAINTENANCE AND REPAIR REQUIRED FOR THE CONTROL AND ABATEMENT
OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE PROJECT COST.
5.DISTURBED, GRADED OR REGRADED AREAS SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, OR WITHIN 7 DAYS IF SUCH AREAS ARE
TO REMAIN IDLE FOR MORE THAN 7 DAYS.
6.STRAW BALE BARRIER: STRAW BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING
LIMITATIONS:
A.WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.
B.IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2.0 ACRES.
C.WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS.
D.EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS
THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT.
7.FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING
LIMITATIONS:
a.WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.
b.IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2.0 ACRES.
8.BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH
RESIDUE MATERIAL IS AVAILABLE ON SITE.
9.LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT-FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED
AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON
UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL SPREADER IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE AFTER
RELEASE.
10.STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE
INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY.
11.EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, ERODIBLE SOIL EXPOSED BY CLEARING GRUBBING OPERATIONS OR EXCAVATION AND
FILLING OPERATIONS SHALL NOT EXCEED 2.0 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN
WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREA WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS.
12.TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND
RECEIVE FINAL GRASSING TREATMENT WITHIN 21 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS. SPECIES WHICH WILL PROVIDE AN EARLY
COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPLETE WITH THE PERMANENT GRASSING.
13.TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 7 ABOVE SHALL
ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 150 MM LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA
ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH OR HYDROMULCHED.
14.TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE
METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
15.TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT
GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER.
16.MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING
THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED.
17.PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE
OFFSITE FACILITIES.
18.PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST
PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 6:1 SHALL BE SODDED.
19.WHERE SODDING IS CALLED FOR IN THE PLANS, SOD THAT IS PLACED ON SLOPES OF 3:1 OR GREATER SHALL BE PEGGED.
20.OFFSITE VEHICLE TRACKING: STABILIZED CONSTRUCTION ACCESS DRIVES SHALL BE CONSTRUCTED AT ALL POINTS ENTERING AND EXITING THE PROJECT
SITE FROM PAVED ROADS. CONSTRUCTION ACCESS DRIVES SHALL HAVE A MINIMUM 6 INCH THICKNESS OF DURABLE ROCK OVER A FILTER FABRIC FREE
OF TEARS AND FIRMLY SECURED. ACCESS DRIVES SHALL BE REMOVED AND RESTORED AT THE COMPLETION OF THE PROJECT.
EROSION AND SEDIMENT CONTROL - WASTE AND MATERIAL CONTROLS
1.WASTE MATERIALS: ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A METAL DUMPSTER. THE DUMPSTER
WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE
HAULED TO A STATE APPROVED LANDFILL ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES
STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES
THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. LAND CLEARING DEBRIS CAN BE
BURNED IN ACCORDANCE WITH STATE AND ORANGE COUNTY CODE CHAPTER 15.
2.HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE
MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES
DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. THE CONTRACTOR SHALL PROVIDE A LIST OF
TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION, APPLICATION, MIGRATION,
STORAGE, AND DISPOSAL OF THESE SUBSTANCES.
3.SANITARY WASTE: ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL
BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS.
4.PAVED AREAS ADJACENT TO ALL CONSTRUCTION ACCESS POINTS SHALL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM
THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARP.
5.SPILL PREVENTION: THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER
ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORMWATER RUNOFF.
a.GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT.
i.AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB.
ii.ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A
ROOF OR OTHER ENCLOSURE.
iii.PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL.
iv.SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.
v.WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER.
vi.MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED.
vii.THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL.
b.HAZARDOUS MATERIALS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS.
i.HAZARDOUS MATERIALS AND/OR TOXIC SUBSTANCES SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO THE EPA'S STANDARD
PRACTICES, THE MANUFACTURER'S RECOMMENDATION OR IN ACCORDANCE WITH STATE AND LOCAL REQURIEMENTS.
ii.THE CONTRACTOR SHALL MAINTAIN COPIES OF THE MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH HAZARDOUS MATERIAL PROPOSED FOR
USE ON THE PROJECT. BECAUSE STATE LAW DOES NOT TREAT PETROLEUM PRODUCTS THAT ARE PROPERLY CONTAINERIZED AND INTENDED FOR
EQUIPMENT USE ON THE PROJECT AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED A MSDS SUBMITTAL.
iii.PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS.
iv.MATERIALS WILL BE STORED IN ACCORDANCE WITH ORANGE COUNTY CODE CHAPTER 32.
v.ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED AND AVAILABLE ON SITE.
c.PRODUCT SPECIFIC PRACTICES: THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE:
i.PETROLEUM AND LUBRICANT PRODUCTS. ALL ONSITE VEHICLES AND EQUIPMENT (I.E. - DEWATERING PUMPS) WILL BE MONITORED FOR LEAKS
AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. FLUID PRODUCTS WILL BE STORED IN TIGHTLY
SEALED CONTAINERS WHICH ARE CLEARLY LABELED. CONTAINMENT BERMS WILL WE CONSTRUCTED AROUND ALL FUEL STORAGE TANKS USED
FOR CONSTRUCTION. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
ii.FERTILIZERS. FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER AND IN
ACCORDANCE WITH ORANGE COUNTY CODE CHAPTER 15 ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO
STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO
A SEALABLE PLASTIC BIN TO AVOID SPILLS.
iii.PAINTS. ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL BE PROPERLY DISPOSED OF
ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
iv.CONCRETE TRUCKS. CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER TO
DITCHES, PONDS OR OTHER WATERWAYS. WASHWATER SHALL BE COLLECTED IN A TEMPORARY SETTLING POND.
EROSION AND SEDIMENT CONTROL - SPILL CONTROLS
1.SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THIS PLAN, THE
FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:
A.MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE
AWARE OF THE METHODS AND POSTED LOCATION.
2.MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS
WILL INCLUDE, BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, OIL BLANKETS, GLOVES, GOGGLES, LIQUID ABSORBENT (I.E. KITTY LITTER OR
EQUAL), SAND SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP
IMMEDIATELY AFTER DISCOVERY, BY THE CONTRACTOR.
3.THE SPILL AREA WILL BE KEPT WILL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM
CONTACT WITH A HAZARDOUS SUBSTANCE.
4.SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED IMMEDIATELY TO OWNER AND ENGINEER.
5.THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN
UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
6.THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.
HE/SHE SHALL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL, WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS
SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP, THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE
POSED IN THE MATERIAL STORAGE AREA AND IF APPLICABLE, IN THE OFFICE TRAILER ONSITE.
Page 279 of 576
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SECTION B
SECTION A
SECTION BSECTION A
JOINING SILT FENCE SECTIONS
SCALE: "NTS"
SILT FENCE INSTALLATION DETAIL
SCALE: NTS
6'-0"(MAX)6'-0"(MAX)
2'
-
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(M
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3'
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3'-0" WIRE REINFORCED
SILTATION FABRIC W/ WIRE
MESH BACKING ATTACHED
TO WOOD POST
EXCAVATE TRENCH FOR
MIN 6"-OVERLAP FABRIC
AND BACKFILL WITH
EXCAVATED MATERIALS
WOOD
POSTS
EXISTING
GRADE
COUPLER
POLES
RUNOFF
FABRIC
WIDT
H
=
W
L
E
N
G
T
H
=
L
DE
P
T
H
=
D
NOTE:
INSTALL SILT SACK PER MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS. EMPTY OR REMOVE SEDIMENT FROM SILT SACK
WHEN RESTRAINT CORD IS NO LONGER VISIBLE. CLEAN, RINSE, AND
REPLACE AS NEEDED.
SILT SACK CATCH BASIN INLET
SCALE: NTS
1" REBAR FOR LIFTING
AND REMOVAL
DUMP STRAPPING, TYP
SILT SACK
AREA TO BE PROTECTED
WATER FLOW
WORK AREA
AREA TO BE PROTECTED
NOTES:
1.ALL MATERIAL TO MEET SPECIFICATIONS
2.SILT SOCK COMPOST/SOIL/ROCK/SEED FILL TO MEET
APPLICATION REQUIREMENTS
3.SILT SOCK DEPICTED IS FOR MINIMUM SLOPES. GREATER
SLOPES MAY REQUIRE LARGER SOCKS PER THE ENGINEER
4.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS
DETERMINED BY ENGINEER.
WORK AREA
COMPOST SILT SOCK
SCALE: NTS
SECTION
PLAN
3'
-
4
"
12
"
±
COMPOST SILT SOCK
STAKE ON 10'
LINEAL SPACING
2"x2'
WOODEN
STAKE
SILT SOCK
(12" TYP)
Page 280 of 576
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NOTES:
1.ELEVATION IS APPROXIMATE AND NEEDS TO BE FIELD VERIFIED.
SEPARATION TABLE
STUB OUT SEPARATION TABLE
Sheet Number Crossing Number Stationing Pipe Being Crossed Pipe Material Pipe Size (in)Top of Pipe EL Bottom of Pipe EL Proposed Separation to GS (ft)Proposed top EL of GS Minimum Seperation (ft)
C-5 1 20+12.89 Storm Drain RCP 18 123.00 121.50 4.77 116.73 1.0
C-5 2 20+12.89 Water Main (1)PVC 6 120.00 119.50 2.77 116.73 1.5
C-5 3 20+21.39 Storm Drain RCP 18 122.93 121.43 4.65 116.78 1.0
C-5 4 30+18.85 Force Main (1)DI 20 123.05 121.38 2.84 118.54 1.0
C-5 5 30+19.62 UGFBO (1)Cable 0.5 123.05 123.01 4.47 118.54 1.0
C-5 6 40+08.36 Gas (1)PVC 2 123.64 123.47 3.98 119.49 1.0
C-5 7 40+14.29 Water Main (1)PVC 6 124.41 123.91 4.38 119.53 1.5
C-5 8 40+14.29 Storm Drain RCP 18 122.41 120.91 1.38 119.53 1.0
C-5 9 50+05.94 Gas (1)PVC 2 123.80 123.63 3.56 120.07 1.0
C-5 10 50+16.70 Water Main (1)PVC 6 123.05 122.55 2.47 120.08 1.5
Sheet Number Crossing Number Stationing Pipe Being Crossed Pipe Material Pipe Size (in)Top of Pipe EL Bottom of Pipe EL Proposed Separation to GS (ft)Proposed top EL of GS Minimum Seperation (ft)
C-2 1 1+55.2 Storm Drain CMP 18 123.41 121.91 6.16 115.75 1
C-2 2 1+66.79 Water Main (1)DI 6 123.14 122.64 6.70 115.94 1.5
C-2 3 1+68.15 Storm Drain CMP 24 123.55 121.55 5.78 115.77 1
C-2 4 2+13.94 UGFBO (1)Cable 0.5 123.05 123.01 6.56 116.45 1
C-2 5 2+41.99 Force Main DI 20 122.98 121.31 4.78 116.53 1
C-2 6 5+42.30 UGFBO (1)Cable 0.5 122.70 122.66 3.50 119.16 1
C-2 7 5+98.40 UGFBO (1)Cable 0.5 122.73 122.69 3.24 119.45 1
C-3 8 7+44.84 Storm Drain (1)RCP 36 124.23 121.23 1.23 120.00 1
C-3 9 7+56.06 UGFBO (1)Cable 0.5 122.80 121.23 1.13 120.10 1
C-3 10 10+43.54 Storm Drain (1)CMP 15 124.47 123.22 2.32 120.90 1
C-3 11 11+82.51 Storm Drain (1)RCP 18 124.97 123.47 1.52 121.95 1
C-3 12 11+88.17 UGFBO (1)Cable 0.5 122.84 122.80 1.32 121.48 1
C-3 13 12+36.13 UGFBO (1)Cable 0.5 123.05 123.01 1.26 121.75 1
Page 281 of 576
N
PENSACOLA TALLAHASSEE JACKSONVILLE
ORLANDO
MIAMI
TAMPA
FLORIDA
CITY OF OCOEE, FLORIDA
CONTRACT DRAWINGS FOR
LAKEWOOD AVENUE NORTH GRAVITY SEWER
PHASE 2
AMENDED CONTRACT DOCUMENTS
WP PROJECT No. 21788
LOCATION PLAN
SCALE: 1"=15,000'
---COVER SHEET
C-001 GENERAL NOTES, LEGEND, ABBREVIATIONS AND KEY PLAN
C-100 PROPOSED WATER MAIN PLAN AND PROFILE STA 0+00 TO STA 1+50
C-101 PROPOSED WATER MAIN PLAN AND PROFILE STA 1+50 TO STA 7+00
C-102 PROPOSED WATER MAIN PLAN AND PROFILE STA 7+00 TO STA 13+00
C-103 PROPOSED WATER MAIN PLAN AND PROFILE STA 13+00 TO STA 19+00
C-104 PROPOSED WATER MAIN PLAN AND PROFILE STA 19+00 TO STA 25+00
C-105 PROPOSED WATER MAIN PLAN AND PROFILE STA 25+00 TO STA 29+50
C-201 PROPOSED GRAVITY SEWER PLAN AND PROFILE STA 14+25 TO STA 20+25
C-202 PROPOSED GRAVITY SEWER PLAN AND PROFILE STA 20+25 TO STA 26+25
C-203 PROPOSED GRAVITY SEWER PLAN AND PROFILE STA 26+25 TO STA 32+25
C-204 PROPOSED GRAVITY SEWER PLAN AND PROFILE STA 32+25 TO STA 33+75
C-211 STUB-OUT AND FORCE MAIN PLANS AND PROFILES I
C-212 STUB-OUT AND FORCE MAIN PLANS AND PROFILES II
C-221 LIFT STATION 46 DEMOLITION PLAN
C-301 DETAILS I
C-302 DETAILS II
C-303 DETAILS III
C-304 DETAILS IV
C-305 DETAILS V
C-401 STORMWATER POLLUTION PREVENTION NOTES I
C-402 STORMWATER POLLUTION PREVENTION NOTES II
C-403 STORMWATER POLLUTION PREVENTION DETAILS
C-501 SEPARATION TABLES
407.906.1776 | www.wright-pierce.com
DRAWING INDEX
GENERAL
CIVIL
PROJECT LOCATION
OCOEE
MARCH 2026
CITY OF OCOEE
1 N BLUFORD AVE, OCOEE, FL 34761
407-905-3100
MAYOR:RUSTY JOHNSON
DISTRICT 1 COMMISSIONER: SCOTT R. KENNEDY
DISTRICT 2 COMMISSIONER: ROSEMARY WILSEN
DISTRICT 3 COMMISSIONER: RICHARD FIRSTNER
DISTRICT 4 COMMISSIONER: GEORGE OLIVER III
CITY MANAGER: CRAIG SHADRIX
ASSISTANT CITY MANAGER: MICHAEL RUMER
CITY OF OCOEE UTILITIES DEPARTMENT
1800 A.D. MIMS ROAD, OCOEE, FL, 34761
407-905-3159
DIRECTOR:JENNIFER BOLLING, P.E.
ASSISTANT DIRECTOR:TRENT HOPPER
Page 282 of 576
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545170.7030
E:482058.1970
ELEV:130.40' (NAVD 1988)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545497.1210
E:482028.4270
ELEV:132.68' (NAVD 1988)
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1546051.7920
E:482123.7180
ELEV:139.72' (NAVD 1988)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1546358.9390
E:482064.2430
ELEV:142.01' (NAVD 1988)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1546773.1960
E:482015.0010
ELEV:144.71' (NAVD 1988)
CO CO
CO
CO
CO
CO COCO
CO CO CO
CO CO
CO CO CO COCO
COCO
C-201 C-202 C-203 C-204C-101 C-102 C-103 C-104 C-105
LA
U
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E
L
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I
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16
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A
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15
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(
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14
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(
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17
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NORTH LAKEWOOD AVENUE (OCOEE CLARCONA ROAD)
CL
I
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C
U
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T
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544881.6580
E:482058.2010
ELEV:127.89' (NAVD 1988)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1543687.5510
E:482075.0300
ELEV:126.20' (NAVD 1988)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544507.0780
E:482027.9150
ELEV:125.44' (NAVD 1988)
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1544174.3590
E:482061.4690
ELEV:125.22' (NAVD 1988)
C-100
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LEGEND
PROPERTY/ROW LINE
SETBACK LINE
EASEMENT LINE
CONTOUR122
LIMIT OF WORK
SILT FENCE
SPOT ELEVATION
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
DRAINAGE FLOW
SEWER
RIPRAP
SIGN
TEMPORARY BENCH MARK
BUILDING
STONE WALL
CULVERT12" CMP
SURVEY CONTROL POINT
IRON PIPE/REBAR
DRILLHOLE
MONUMENT
SEWER MANHOLE
DRAINAGE MANHOLE
CATCH BASIN
SHUTOFF VALVE
HYDRANT
EXISTING
EDGE OF PAVEMENT
EDGE OF GRAVEL
RETAINING WALL
SEWER FORCE MAIN
GAS
STORM DRAIN
WATER
G G
UGE UGE
UTILITY POLE
UTILITY POLE W/ GUY
LIGHT POLE
UTILITY POLE W/ LIGHT
BOLLARD
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
TEST PIT
TEST BORING
TEST PROBE
MONITORING WELL
TELEPHONE MANHOLE
ELECTRIC MANHOLE
PAVEMENT MARKINGS
CENTERLINE
WATER SERVICE SHUTOFF
YARD HYDRANT
DRAINAGE SWALE
CURBING
GUARDRAIL
UNDERDRAINUDUD
MATCHLINE
MAILBOX
TREELINE
CHAIN LINK FENCE
STOCKADE FENCE
BARB WIRE FENCExx
EDGE OF CONCRETE
8"
4"
4"
15"
6"
FLAGPOLE
124.6
8"
OHE OHE
CBCB
DMH
MB
SMH
EMH
TMH
B
TP
P
MW
T
UNDERGROUND TELEPHONEUGTUGT
UNDERGROUND CABLE TVCATVCATV
CB
GAS GAS SERVICE SHUTOFF
GAS GATE VALVEG
PROPOSED
4"FM
8"S
8"W
15"SD
12" CMP
4"G
6"UD
x
123
UGE UGE
OHE OHE
x 134.5
SMH
DMH
CB CB
EMH
TMH
x
UGT UGT
CATV CATV
CIVIL ABBREVIATIONS
KEY PLAN
SCALE: 1"=150'N
1500 300
GENERAL NOTES
1.THE OWNER WILL BE RESPONSIBLE FOR OBTAINING THE PERMITS LISTED IN THE GENERAL REQUIREMENTS
(01001). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE APPLICABLE PROVISIONS OF
EACH PERMIT AS THEY APPLY TO THE WORK PRIOR TO BIDDING AND ABIDE BY THOSE PROVISIONS DURING
CONSTRUCTION . COPIES OF ALL OBTAINED PERMITS ARE AVAILABLE FOR REVIEW FROM THE OWNER. ALL
OTHER PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
2.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW AT ALL TIMES. CONTRACTOR SHALL
INSTALL AND MAINTAIN TRAFFIC CONTROL SIGNS IN ACCORDANCE WITH THE MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) AND ALL STATE AND LOCAL REGULATIONS. THE CONTRACTOR IS REQUIRED TO
SUBMIT A TRAFFIC CONTROL PLAN TO THE OWNER PRIOR TO COMMENCING CONSTRUCTION. THE POLICE
DEPARTMENT AND FIRE DEPARTMENT ARE TO BE NOTIFIED AT LEAST 24-HOURS IN ADVANCE OF ANY STREET
CLOSING OR DETOUR. REFER TO SPECIFICATION SECTION 01570.
3.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA).
4.CONTRACTOR SHALL COMPLY WITH THE COORDINATION REQUIREMENTS AND RELATED COSTS, IF ANY, AS
SPECIFIED IN SPECIFICATION SECTION 01050.
5.STANDARD CONSTRUCTION HOURS:
CONSTRUCTION ACTIVITIES SHALL BE PERMITTED BETWEEN 10:00 AM AND 8:00 PM, MONDAY THROUGH
FRIDAY.
MAINTENANCE OF TRAFFIC (MOT) SETUP:
MOT SETUP MAY BEGIN NO EARLIER THAN 9:00 AM.
SEASONAL ADJUSTMENT (JUNE 1ST – AUGUST 1ST):
DURING THE PERIOD FROM JUNE 1ST THROUGH AUGUST 1ST, CONSTRUCTION ACTIVITIES MAY BEGIN AT 7:00
AM AND SHALL END NO LATER THAN 7:00 PM.
6.CONTRACTOR SHALL NOTE THAT, IN GENERAL, ALL EXISTING CONDITION INFORMATION ON THE DRAWINGS
ARE SHOWN WITH A LIGHTER LINE WEIGHT AND WITH A SLANTED TYPE TEXT.
7.ALL EXISTING SEWER AND STORM DRAIN LINES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN
SERVICE. ANY EXISTING SEWERS, STORM DRAIN LINES OR CULVERTS DAMAGED DURING CONSTRUCTION SHALL
BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, EXCEPT WHEN IN DIRECT
CONFLICT WITH THE NEW SEWER OR WHEN NOT SHOWN OR INDICATED.
8.ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO TRENCH EXCAVATION SHALL BE PROTECTED AND
FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED. INJURY TO ANY SUCH
STRUCTURES CAUSED BY OR RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE . ALL UTILITIES REQUIRING REPAIR, RELOCATION OR ADJUSTMENT AS A RESULT OF
THE PROJECT SHALL BE COORDINATED THROUGH THE RESPECTIVE UTILITY.
9.ALL TEST PITS SHALL BE EXCAVATED PRIOR TO CONSTRUCTION LAYOUT AND RESULTS REPORTED TO THE
ENGINEER FOR REVIEW FOR CONFORMANCE WITH THE PLANS. TESTS PITS ARE REQUIRED WHERE SHOWN ON
THE DRAWINGS AND AS DIRECTED BY THE ENGINEER. TEST PITS WILL BE DUG AT LEAST 10 CALENDAR DAYS
PRIOR TO CONNECTING PROPOSED SEWERS TO EXISTING SEWERS. THE RESULTS OF TEST PITS DUG TO
DETERMINE EXISTING SEWER ELEVATIONS AND LOCATIONS WILL BE REPORTED TO THE ENGINEER AT LEAST 10
CALENDAR DAYS PRIOR TO ANY WORK. ADJUSTMENTS TO INVERTS. LENGTHS, AND SLOPES OF PROPOSED
SEWER MAY BE REQUIRED AS DIRECTED BY THE ENGINEER. THE HORIZONTAL ALIGNMENT OF THE NEW SEWERS
AND FORCE MAINS MAY BE ADJUSTED IN THE FIELD SUBJECT TO PRIOR APPROVAL OF THE ENGINEER.
10.INITIAL PAVING SHALL BE CONDUCTED WITHIN TWO WEEKS OF COMPLETION OF PLACEMENT OF FINAL
BACKFILL UNLESS OTHERWISE AUTHORIZED BY ENGINEER. INITIAL PAVEMENT SHALL BE INSTALLED AND
MAINTAINED BY CONTRACTOR FOR A MINIMUM PERIOD OF TWO MONTHS BEFORE FINAL PAVEMENT IS
PLACED. FINAL PAVEMENT MAY BE PLACED OVER THE INITIAL PAVING PROVIDED INITIAL PAVING COURSE IS IN
GOOD REPAIR. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND SHIMMING THE INITIAL PAVEMENT
AS NECESSARY TO ACCEPT THE FINAL PAVING COURSE. IF CONDITIONS WARRANT, THE CONTRACTOR MAY BE
REQUIRED TO REMOVE AND REPLACE INITIAL PAVING PRIOR TO FINAL PAVING.
11.ALL IMPROVEMENTS SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING
STANDARDS MANUAL, MATERIALS LIST, AND DETAILS.
12.ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN
WRITING PRIOR TO CONSTRUCTION.
13.THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP STANDARDS SHALL BE FOLLOWED
FOR ALL PUBLIC UTILITIES.
14.CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT
CODE, APPROVED MATERIALS LIST, AND CITY DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITY
OF OCOEE STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE FOLLOWED. WHEN CROSSING
INTO ORANGE COUNTY ROW, REFER TO ORANGE COUNTY'S STANDARD ENGINEERING STANDARDS MANUAL.
15.AS-BUILTS NEED TO BE SUBMITTED TO THE CITY, SIGNED AND SEALED BY A FLORIDA REGISTERED SURVEYOR IN
ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING
FORMATS:
a.ONE PDF COPY
b.ONE CAD COPY DRAWN IN STATE PLANE COORDINATES
15.ON SHEETS C-203 AND C-204, NATURAL ATTENUATION DEFAULT CONCENTRATION (NADC) REFERS TO THE
AMOUNT OF CONCENTRATION SPREAD WITH ONLY NATURAL REMEDIATION. GROUNDWATER CLEANUP
TARGET LEVEL (GCTL) REFERS TO THE CALCULATED AREA OF POSSIBLE GROUNDWATER DISCHARGE INTO
SURFACE WATER. SEE ATTACHED REPORT IN APPENDIX A FOR MORE INFORMATION REGARDING THE
CONTAMINATION PLUME.
EXISTING SITE CONDITIONS
1.THE LOCATIONS OF UNDERGROUND UTILITIES AND STRUCTURES, AS SHOWN ON THE DRAWINGS, ARE
APPROXIMATE AND MAY NOT BE COMPLETE. NO GUARANTEE IS MADE THAT UTILITIES OR STRUCTURES WILL
BE ENCOUNTERED WHERE SHOWN, OR THAT ALL UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN. ALL
LOCATIONS AND SIZES OF EXISTING UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD WITH TEST
PITS AS REQUIRED PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES OR PIPING THAT MAY BE
AFFECTED. THE CONTRACTOR WILL REALIGN NEW PIPE LOCATIONS AS REQUIRED TO CONFORM TO EXISTING
LINES AND AS APPROVED BY THE ENGINEER.
2.BELOW GRADE UTILITY INFORMATION IS BASED ON INFORMATION PROVIDED BY EACH UTILITY. LOCATION OF
PUBLIC UTILITIES SHOWN IS ONLY APPROXIMATE AND MAY NOT BE COMPLETE. PRIVATE UNDERGROUND
UTILITIES SUCH AS, BUT NOT LIMITED TO, SEWER LINES, WATER LINES AND BURIED ELECTRICAL SERVICE
ENTRANCES ARE NOT SHOWN. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION AND SIZE OF EXISTING
UTILITIES IN THE FIELD WITH THE RESPECTIVE UTILITY COMPANY REPRESENTATIVE PRIOR TO COMMENCING
WORK. REFER TO SPECIFICATION SECTION 01050. ADDITIONAL TEST PITS, BEYOND THOSE SHOWN, MAY BE
REQUIRED. UTILITY CONTACTS ARE AS FOLLOWS:
3.HAZARDOUS ENVIRONMENTAL CONDITIONS HAVE BEEN IDENTIFIED WITHIN THE AREA OF WORK. REFER TO
SPECIFICATION SECTION 01001-SC-1.15. IF THE PRESENCE OF ADDITIONAL HAZARDOUS ENVIRONMENTAL
CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER
IMMEDIATELY. ALL ACTIVITIES, HANDLING AND DISPOSAL OF HAZARDOUS ENVIRONMENTAL CONDITIONS AND
MATERIALS SHALL BE IN ACCORDANCE WITH OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS.
4.THIS PROJECT REQUIRES A PRE-CONSTRUCTION VIDEO WITH A CITY REPRESENTATIVE PRESENT. PRIOR TO
SCHEDULING THE VIDEO WITH THE CITY, THE ENTIRE PROJECT SHALL BE SURVEYED, STAKED AND/OR ASPHALT
PINS WITH STATION NUMBERS, FUTURE PIPE ALIGNMENT, AND END OF LATERALS AT THE RIGHT-OF-WAY LINE.
VIDEO SHALL SHOW ROAD CONDITIONS, RIGHT-OF-WAY CONDITIONS, DRIVEWAYS, AND THE FIRST 25’ OF SIDE
STREETS.
SITE DEMOLITION
1.REFER TO THE EXISTING SITE PLAN, FOR ADDITIONAL INFORMATION REGARDING EXISTING FACILITIES. REFER
TO THE LAYOUT DRAWING FOR LIMITS OF WORK.
2.REFER TO SPECIFICATION SECTION 01010A, WHICH CONTAINS INFORMATION ON CONSTRAINTS OF
CONSTRUCTION SEQUENCING.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL DEMOLISHED PIPING,
EQUIPMENT AND MATERIALS. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
4.THE CONTRACTOR SHALL KEEP A RECORD OF DEMOLITION AS PART OF THE PROJECT RECORD DOCUMENTS IN
ACCORDANCE WITH SPECIFICATION SECTION 01720.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF FLOWS RESULTING FROM
PRECIPITATION AND GROUNDWATER DEWATERING OPERATIONS.
SITE CLEARING, GRUBBING AND GRADING
1.CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROL AND DRAINAGE MEASURES IN ALL AREAS OF WORK,
AND CONFINE SOIL SEDIMENT TO WITHIN THE LIMITS OF EXCAVATION AND GRADING. PRIOR TO BEGINNING
EXCAVATION WORK, EROSION CONTROL FENCE SHALL BE INSTALLED AT THE DOWN GRADIENT PERIMETER OF
THE ACTUAL LIMITS OF GRADING, AND AS SHOWN ON THE DRAWINGS. EROSION CONTROL MEASURES SHOWN
ON THE DRAWINGS ARE A MINIMUM, CONTRACTOR SHALL TAKE ALL OTHER NECESSARY MEASURES. EROSION
CONTROL FENCE SHALL ALSO BE INSTALLED AT THE DOWN GRADIENT PERIMETER OF THE SOIL STOCKPILES. ALL
DISTURBED EARTH SURFACES SHALL BE STABILIZED IN THE SHORTEST PRACTICAL TIME AND TEMPORARY
EROSION CONTROL DEVICES SHALL BE EMPLOYED UNTIL SUCH TIME AS ADEQUATE SOIL STABILIZATION HAS
BEEN ACHIEVED. TEMPORARY STORAGE OF EXCAVATED MATERIAL SHALL BE STABILIZED IN A MANNER THAT
WILL MINIMIZE EROSION. ALL INSTALLED EROSION CONTROL FACILITIES SHALL BE REMOVED AT THE END OF
THE PROJECT. REFER TO SPECIFICATION SECTION 02270.
2.ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY HAY BALE FILTERS TO PREVENT ENTRY OF SEDIMENT
FROM RUNOFF WATERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL
AND DISPOSAL OF ALL COLLECTED SEDIMENT, AND THAT WHICH COLLECTS IN THE STORM DRAIN SYSTEM.
REFER TO THE CIVIL DETAIL DRAWINGS.
3.THE GEOTECHNICAL DATA REPORT FOR THE PROJECT SITE IS INCLUDED IN APPENDIX A OF THE SPECIFICATIONS.
4.CONTRACTOR SHALL CONTROL DUST ON THE CONSTRUCTION SITE TO A REASONABLE LIMIT, AS DETERMINED
BY THE ENGINEER, AND AS OUTLINED IN SPECIFICATION SECTION 01562.
5.CONTRACTOR SHALL NOT TRACK OR SPILL EARTH, DEBRIS OR OTHER CONSTRUCTION MATERIAL ON PUBLIC OR
PRIVATE STREETS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE ASSOCIATED CLEAN UP.
6.ALL CATCH BASINS, MANHOLES, VALVE PITS, VALVE BOXES AND OTHER BURIED FACILITIES WITH SURFACE
ACCESS SHALL BE ADJUSTED TO MATCH FINAL GRADES, UNLESS OTHERWISE INDICATED.
7.THE CONTRACTOR SHALL NOT HAVE ANY RIGHT OF PROPERTY IN ANY MATERIALS TAKEN FROM ANY
EXCAVATION. SUITABLE EXCAVATED MATERIAL MAY BE INCORPORATED IN THE PROJECT, WITH EXCESS
MATERIAL DISPOSED OF AT A LOCATION PROVIDED BY THE CONTRACTOR. THESE PROVISIONS SHALL IN NO
WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS TO PROPERLY DISPOSE OF AND REPLACE ANY MATERIAL
DETERMINED BY THE ENGINEER TO BE UNSUITABLE FOR BACKFILLING. THE CONTRACTOR SHALL DISPOSE OF
UNSUITABLE AND EXCESS MATERIAL IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE CONTRACT
DOCUMENTS.
8.CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, PAVEMENT AND OTHER
ITEMS DAMAGED BY CONSTRUCTION ACTIVITIES TO AT LEAST THEIR ORIGINAL CONDITION, TO THE
SATISFACTION OF THE OWNER AND ENGINEER.
9.WHERE EXISTING PAVEMENT IS REMOVED AND REPLACED, MATCH EXISTING GRADES TO THE EXTENT POSSIBLE.
COORDINATE FINE GRADING WITH THE ENGINEER.
10.ALL ROAD AND DRIVE CROSS SLOPES SHALL MATCH EXISTING PITCH. REFER TO THE CIVIL DETAIL DRAWINGS.
CIVIL SITE LAYOUT
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS PROVIDED LAYOUT INFORMATION
THROUGHOUT THE COURSE OF CONSTRUCTION. REPORT ANY LAYOUT DISCREPANCIES IMMEDIATELY TO THE
ENGINEER.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING AND RESETTING ALL EXISTING PROPERTY
MONUMENTATION DISTURBED BY CONSTRUCTION. THIS WORK SHALL BE DONE BY A LAND SURVEYOR
REGISTERED IN THE STATE OF FLORIDA, AT NO ADDITIONAL COST TO THE OWNER.
3.WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE DISTANCES FROM THE DRAWINGS. REPORT ANY
DISCREPANCIES IMMEDIATELY TO THE ENGINEER.
4.HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO NORTH AMERICAN DATUM
OF 1983 (NAVD83), WITH 2012 ADJUSTMENTS, STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE.
VERTICAL ELEVATIONS ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM (NAVD 88) AND IS RELATIVE TO
THE ORANGE COUNTY BENCHMARK #S695015.
5.EXISTING CONDITIONS SITE PLAN DEVELOPED FROM SURVEY DRAWING PREPARED BY L&S DIVERSIFIED, LLC,
DATED JUNE 11, 2024, AND EXISTING RECORD DRAWING INFORMATION.
SEWER, FORCEMAIN AND DRAIN PIPING NOTES
1.SEWER, FORCEMAIN AND DRAIN PIPING REQUIREMENTS ARE SHOWN ON THE PIPE SCHEDULE ON THE
DRAWINGS, IN SPECIFICATION SECTION 15050 AND AS REFERENCED.
2.SEWER, FORCE MAIN AND DRAIN PIPE SCHEDULE (UNLESS OTHERWISE INDICATED):
·GRAVITY SEWER MAINS - PVC SDR-26 AS SPECIFIED IN SPECIFICATION SECTION 02622
3.MANHOLES ARE 4-FEET IN DIAMETER UNLESS OTHERWISE NOTED. THE TOP OF MANHOLE FRAMES SHALL BE
SET FLUSH WITH FINISH GRADE, UNLESS OTHERWISE NOTED ON DRAWINGS. SEWER MANHOLE INVERTS
SHOWN ON THE DRAWINGS ARE TO THE INSIDE FACE OF THE MANHOLE.
4.CONTRACTOR SHALL RE-SHAPE INVERTS AS REQUIRED WHEN CONNECTING INTO EXISTING MANHOLES. ALL
TERMINAL MANHOLES (APART FROM SMH-11) SHALL HAVE A FLAT CONCRETE FLOOR POURED WITH A 1%
SLOPE TO THE OUT FLOWING PIPE INVERT.
5.REFER TO SPECIFICATION SECTION 02200 FOR PIPE AND STRUCTURE BEDDING AND BACKFILL REQUIREMENTS.
6.COMPACTION TESTS WILL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02200. ANY
SETTLEMENT OCCURRING WITHIN ONE-YEAR OF FINAL COMPLETION OF THE WORK SHALL BE CORRECTED BY
THE CONTRACTOR AT NO ADDITIONAL COST.
7.OPEN TRENCHES IN THE ROADWAY MUST BE BACKFILLED AT THE END OF THE WORKDAY.
8.ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERVICE UNLESS
OTHERWISE NOTED ON THE CIVIL EXISTING CONDITIONS AND DEMOLITION PLAN. ANY EXISTING UTILITIES
DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO
THE OWNER.
9.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL DEMOLITION MATERIALS IN
ACCORDANCE WITH SPECIFICATION SECTION 02050.
10.WHENEVER SEWER AND WATER MAINS MUST CROSS, WATER LINES SHOULD BE INSTALLED ABOVE
WASTEWATER OR SLUDGE LINES. A MINIMUM SEPARATION OF 18-INCHES BETWEEN THE BOTTOM OF THE
WATER LINE AND THE TOP OF THE WASTEWATER OR SLUDGE LINE SHALL BE MAINTAINED. WHERE A WATER
LINE CROSSES UNDER A WASTEWATER OR SLUDGE LINE, A FULL LENGTH OF PIPE SHALL BE CENTERED ABOVE
THE WATER LINE SO THAT BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE.
11.CONTRACTOR SHALL COORDINATE WITH THE CITY OF OCOEE TO ARRANGE FOR THE BYPASS OF LS63 AND ALL
LIFT STATIONS NORTH OF WURST ROAD.
12.THE CONTRACTOR SHALL USE SPRAYROQ AS A LINER FOR MANHOLES 11 AND 12.
13.ALL NON-ROADWAY AREAS OUTSIDE THE RIGHT-OF WAY THAT ARE EXCAVATED, FILLED, OR OTHERWISE
DISTURBED BY THE CONTRACTOR SHALL BE LOAMED, GRADED, LIMED, FERTILIZED, SEEDED AND MULCHED,
UNLESS OTHERWISE NOTED. THE TOP 4 INCHES OF SOIL SHALL BE LOAM. ALL NON-ROADWAY AREAS WITHIN
THE RIGHT-OF-WAY THAT ARE EXCAVATED, FILLED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE
SODDED WITH TURF GRASS. REFER TO SPECIFICATION SECTION 02480, LANDSCAPING.
14.UNDER NO CIRCUMSTANCE SHOULD A CLEAN OUT BE INSTALLED IN THE SIDEWALK OR A DRAINAGE SWALE.
WATER MAIN GENERAL NOTES
1.WHERE NEW PIPING IS TO BE CONNECTED TO EXISTING PIPING, THE CONTRACTOR SHALL FURNISH AND INSTALL
ALL ADAPTERS, FITTINGS, RESTRAINTS, AND ADDITIONAL PIPE AS REQUIRED TO COMPLETE THE CONNECTION.
CONTRACTOR SHALL VERIFY LOCATION, ELEVATION, ORIENTATION, AND MATERIAL OF CONSTRUCTION. TEST
PITS SHALL BE USED AS REQUIRED. CONTRACTOR SHALL RESTRAIN EXISTING PIPING AT CONNECTIONS PER
RESTRAINED JOINT TABLE.
2.ANY UNDERGROUND STRUCTURES, CABLES, AND PIPELINES LOCATED ADJACENT TO THE TRENCH EXCAVATIONS
SHALL BE PROTECTED AND FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED.
DAMAGE TO ANY SUCH STRUCTURES, CABLES, AND PIPELINES SHALL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE AND TO THE SATISFACTION OF THE OWNERS OF THE STRUCTURES, CABLES, AND PIPELINES.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF THE WATER MAIN. LAYOUT SHALL BE REVIEWED
AND ACCEPTED BY THE OWNER AND ENGINEER. THE NEW WATER MAIN MUST BE LOCATED WITHIN THE
RIGHTS-OF-WAY SHOWN ON THE DRAWINGS.
4.MINIMUM DEPTH OF COVER SHALL BE 3'-0". THE NEW WATER MAIN SHALL GENERALLY FOLLOW THE GROUND
CONTOUR, HOWEVER, ABRUPT CHANGES IN GRADE SHADE SHALL BE AVOIDED. AT LOCAL HIGH POINTS OR
WHERE AIR RELEASE VALVES ARE SHOWN, THE CONTRACTOR SHALL SLOPE NEW MAIN AS NEEDED TO
MAINTAIN HIGH POINT AT AIR RELEASE VALVE.
5.ALL VALVES, BENDS, TEES, REDUCERS, HYDRANTS, CAPS, AND PLUGS SHALL BE MECHANICALLY RESTRAINED.
6.TEST PRESSURES FOR THE COMBINATION PRESSURE AND LEAKAGE TESTS SHALL BE 150 PSI. TEST DURATION
SHALL BE TWO HOURS.
7.CONNECTIONS TO EXISTING WATER MAIN SHALL BE COORDINATED WITH THE OWNER.
8.ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERVICE UNLESS
OTHERWISE NOTED. AT NO ADDITIONAL COST TO THE OWNER THE CONTRACTOR SHALL REPAIR OR
COORDINATE WITH THE RESPECTIVE UTILITY ON DAMAGE TO EXISTING UTILITIES.
9.CONTINUOUS WATER SERVICE MUST BE MAINTAINED DURING CONSTRUCTION. ACCESS TO ROAD AND
DRIVEWAYS SHALL ALSO BE MAINTAINED.
10.ALL VALVES SHALL OPEN COUNTER CLOCKWISE (LEFT).
11.ASBESTOS CEMENT WATER MAINS MAY BE PRESENT WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL
CONFORM TO ALL APPLICABLE PROVISIONS OF OSHA AND ALL OTHER FEDERAL, STATE, AND LOCAL
REGULATIONS WHEN CUTTING, HANDLING, REMOVING, AND DISPOSING OF ASBESTOS CEMENT PIPES.
12.ANY PIPING LOCATED WITHIN 10 FEET OF ANY TREES AND 5 FT OF ANY SHRUBS SHALL HAVE A ROOT BARRIER
INSTALLED PER THE DETAILS SHOWN ON SHEET C-304.
RESTORATION NOTES:
1.RIGHT-OF-WAY (ROW) OWNERSHIP AND MAINTENANCE RESPONSIBILITIES VARY ALONG THE PROJECT
CORRIDOR. THE CITY OF OCOEE MAINTAINS ROW OWNERSHIP FROM STATION 0+00 TO STATION 20+98. FROM
STATION 20+98 TO THE END OF THE PROJECT, ROW OWNERSHIP AND MAINTENANCE ARE UNDER ORANGE
COUNTY JURISDICTION. ON INTERSECTING SIDE STREETS, THE CITY OF OCOEE OWNS AND MAINTAINS MACK
STREET, SECURITY CIRCLE, MOBILE LANE, LYMAN STREET, BURNT TREE COURT, LAUREL RIDGE AVENUE, AND
CLINGER COVE ROAD. ORANGE COUNTY OWNS AND MAINTAINS 15TH AVENUE, 16TH AVENUE, 17TH AVENUE,
AND WURST ROAD.
2.WORK WITHIN THE NORTHBOUND TRAVEL LANE SHALL BE LIMITED TO A MAXIMUM OF ONE (1) BLOCK AT A
TIME. THE PIPE TRENCH FOR THE MAINLINE GRAVITY SEWER AND ASSOCIATED CONSTRUCTION SETBACKS
SHALL REMAIN FULLY WITHIN THE LIMITS OF THE NORTHBOUND TRAVEL LANE; AT NO TIME SHALL
CONSTRUCTION ACTIVITIES FOR THE MAINLINE GRAVITY SEWER ENCROACH INTO THE SOUTHBOUND TRAVEL
LANE. GRAVITY SEWER LATERALS AND WATER SERVICES ARE ALLOWED TO CROSS INTO THE SOUTHBOUND
TRAVEL LANE. UPON INSTALLATION OF THE PROPOSED PIPE AND COMPLETION OF BACKFILLING AND
COMPACTION, INITIAL PAVEMENT RESTORATION SHALL BE PLACED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS. FOLLOWING COMPLETION OF ALL UTILITY WORK WITHIN THE LANE, THE ENTIRE
NORTHBOUND TRAVEL LANE SHALL BE MILLED AND REPAVED IN ACCORDANCE WITH THE PUBLIC ROADWAY
PAVEMENT REPAIR DETAIL SHOWN ON SHEET C-305.
3.WHERE PROPOSED UTILITIES CROSS PERPENDICULAR TO TRAFFIC SOUTH OF STATION 20+98, WITHIN THE CITY
OF OCOEE RIGHT-OF-WAY, THE CONTRACTOR SHALL RESTORE THE SOUTHBOUND TRAVEL LANE BY MILLING
AND REPLACING A MINIMUM OF 25 FEET ON EACH SIDE OF THE PIPE TRENCH. PAVEMENT RESTORATION SHALL
CONFORM TO THE PUBLIC ROADWAY PAVEMENT REPAIR DETAIL SHOWN ON SHEET C-305.
4.WHERE PROPOSED UTILITIES CROSS PERPENDICULAR TO TRAFFIC NORTH OF STATION 20+98, WITHIN ORANGE
COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL RESTORE THE SOUTHBOUND TRAVEL LANE BY MILLING AND
REPLACING A MINIMUM OF 50 FEET ON EACH SIDE OF THE PIPE TRENCH. PAVEMENT RESTORATION SHALL
CONFORM TO THE APPLICABLE ORANGE COUNTY ROADWAY PAVEMENT REPAIR STANDARDS AND THE PUBLIC
ROADWAY PAVEMENT REPAIR DETAIL SHOWN ON SHEET C-305.
5.FOR UTILITY WORK WITHIN SIDE STREETS UNDER THE CITY OF OCOEE RIGHT-OF-WAY, INCLUDING MACK
STREET, SECURITY CIRCLE, MOBILE LANE, LYMAN STREET, BURNT TREE COURT, LAUREL RIDGE AVENUE, AND
CLINGER COVE ROAD, THE ENTIRE WIDTH OF THE AFFECTED ROADWAY SHALL BE MILLED AND REPAVED.
PAVEMENT RESTORATION SHALL EXTEND A MINIMUM OF 25 FEET BEYOND THE LIMITS OF THE UTILITY TRENCH.
ALL PAVEMENT RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH THE PUBLIC ROADWAY PAVEMENT
REPAIR DETAIL SHOWN ON SHEET C-305.
6.FOR UTILITY WORK WITHIN SIDE STREETS UNDER ORANGE COUNTY RIGHT-OF-WAY, INCLUDING 15TH AVENUE,
16TH AVENUE, 17TH AVENUE, AND WURST ROAD, THE ENTIRE WIDTH OF THE AFFECTED ROADWAY SHALL BE
MILLED AND REPAVED FOLLOWING COMPLETION OF UTILITY INSTALLATION. PAVEMENT RESTORATION SHALL
EXTEND A MINIMUM OF 50 FEET BEYOND THE LIMITS OF THE UTILITY TRENCH. ALL PAVEMENT RESTORATION
SHALL BE PERFORMED IN ACCORDANCE WITH THE PUBLIC ROADWAY PAVEMENT REPAIR DETAIL SHOWN ON
SHEET C-305.
7.WHERE PROPOSED UTILITIES PASS BENEATH EXISTING CONCRETE PAVEMENT, SIDEWALK, CURB, CURB AND
GUTTER, DRIVEWAY, OR OTHER CONCRETE FEATURES, CONCRETE RESTORATION SHALL BE REQUIRED. LIMITS
OF CONCRETE REMOVAL AND REPLACEMENT SHALL BE AS INDICATED BY THE CONCRETE RESTORATION
HATCHING SHOWN ON THE DRAWINGS. ALL CONCRETE SHALL BE REMOVED AND REPLACED TO MATCH THE
EXISTING THICKNESS, JOINTING PATTERN, FINISH, AND ALIGNMENT, UNLESS OTHERWISE NOTED.
8.ALL CONSTRUCTION ACTIVITIES WITHIN THE PHASE 1 RIGHT-OF-WAY LIMITS SHALL BE FULLY COMPLETED,
INCLUDING UTILITY INSTALLATION, PAVEMENT RESTORATION, AND FINAL SURFACE RESTORATION, PRIOR TO
COMMENCING ANY CONSTRUCTION ACTIVITIES WITHIN THE PHASE 2 RIGHT-OF-WAY.
SEQUENCE OF CONSTRUCTION:
A.WORK IN NO MORE THAN 1 BLOCK AT A TIME; WORK SHALL BE LIMITED TO 1
LANE AT A TIME USING APPROPRIATE, MEANS AND METHODS.
B.INSTALL PIPE & BACKFILL THROUGH LIME ROCK BASE LAYER.
C.RESTORE ROAD UP TO ONE COURSE OF PAVEMENT.
D.OVERLAY ENTIRE LANE UPON COMPLETION OF CONSTRUCTION.WATER/SEWER:
CITY OF OCOEE UTILITIES
1800 A.D. MIMS ROAD
OCOEE, FL 34761
(407) 905-3159
DRAIN:
CITY OF OCOEE PUBLIC WORKS
301 MAGUIRE ROAD
OCOEE, FL 34761
(407) 905-3170
ROADS AND DRAINAGE:
ORANGE COUNTY PUBLIC WORKS
4200 S JOHN YOUNG PARKWAY
ORLANDO, FL 32839
(407) 836-7900
ELECTRIC:
DUKE ENERGY
452 E CROWN POINT RD
WINTER GARDEN, FL 34787
(800) 700-8744
GAS:
LAKE APOPKA NATURAL GAS
1320 WINTER GARDEN
VINELAND ROAD
WINTER GARDEN, FL 34787
(407) 656-2734
DIG SAFE
SUNSHINE 811
&AND
Ø, DIA DIAMETER
#, NO NUMBER
AC ASBESTOS CEMENT
APP'D APPROVED
ARV AIR RELEASE VALVE
BR BRICK
BLDG BUILDING
CB CATCH BASIN
CEN CENTER
CFS CUBIC FEET PER SECOND
CI CAST IRON
CIPP CURED-IN-PLACE-PIPE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC CONCRETE
COR CORNER
CPE CORRUGATED POLYETHYLENE PIPE
CY CUBIC YARD
DEMO DEMOLITION
DMH DRAIN MANHOLE
DI DUCTILE IRON
DR DRAIN
DWG DRAWING
EL ELEVATION
EMH ELECTRIC MANHOLE
ERCP ELLIPTICAL REINFORCED CONCRETE PIPE
FM FORCE MAIN
FT FEET
G GAS
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
HYD HYDRANT
IN INCH
INF INFLUENT
INV INVERT
LB POUNDS
LF LINEAR FOOT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MW MONITORING WELL
N NORTH
NGVD NATIONAL GEODETIC VERTICAL DATUM
N/A NOT AVAILABLE/APPLICABLE
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
OUT OUTFALL
PC PERFORATED CLAY
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PS PRIMARY SLUDGE
PT POINT OF TANGENCY
PV PLUG VALVE
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
RCW RECLAIMED WATER
RD ROOF DRAIN
RED REDUCER
REQ'D REQUIRED
S SLOPE, SEWER
SD STORM DRAIN
SF SQUARE FEET
SMH SANITARY SEWER MANHOLE
SQ SQUARE
STA STATION
T, XFMR TRANSFORMER
TBM TEMPORARY BENCH MARK
THK THICKNESS
TOS TOP OF STRUCTURE
TYP TYPICAL
UD UNDERDRAIN
UG UNDERGROUND
UGE UNDERGROUND ELECTRIC
VC VITRIFIED CLAY
VERT VERTICAL
VF VERTICAL FOOT
W POTABLE WATER
W/WITH
W/I WITHIN
AIR RELEASE VALVE
ROOT BARRIER
MILL AND REPLACE
UTILITY TRENCH
CONCRETE REPAIR
Page 283 of 576
CO
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SCB TOP OF GRATE ELEV=126.11'
BOTTOM OF STRUCTURE ELEV=121.76
24" CMP RECESSED
N&D L&S LB 7829 (fnd)
4' BARB-WIRE FENCE
12
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2" GALVANIZED STEEL LINE
CONTRACTOR TO FIELD VERIFY LOCATION
6" 90° BEND
6" TEE
MILL AND REPLACE
6" GV 12" DI W
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2" PE W ENCASED IN A 4" PE SLEEVE
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USING TRANSITION COUPLING
12" x 6" TEE
12" GV AND BLOW OFF ASSEMBLY
(2) 6" 45° BENDS
110
115
120
125
130
135
-0+25 0+00 1+00 1+75
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EXISTING GRADE (ASSUMED)
12" GV AND BLOWOFF ASSEMBLY
12" DI W 57.35'12" DI W 152.37'
12" x 6" TEE
STA 0+41
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:
3 4
CA
D
C
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O
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D
:
DE
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D
:
DRAWING
RE
V
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S
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S
NO
AP
P
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D
DA
T
E
SU
B
M
I
S
S
I
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N
:
5
PLAN
SCALE: 1"=20'
PROPOSED WATER MAIN PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
C
O
E
E
,
F
L
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LA
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5
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5
1
X CROSSING NUMBER: SEE 12" WATER MAIN SEPARATION TABLE ON SHEET C-501
6" LINE STOPS
1
1
1
Page 284 of 576
CO
COCO
CO
CO CO COCO
CO
CO
2+00 3+00 4+00 5+00 6+00 7+00
STOP
NO OUTLETSTOPSCB TOP OF GRATE ELEV=125.78'
OPEN CHANNEL INV ELEV= 125.16
N INV (18"RCP) ELEV= 121.66
SCB TOP OF GRATE ELEV=125.58'
NW INV (18"RCP) ELEV=121.82
SCB TOP OF GRATE ELEV=125.49'
N INV (24"RCP) ELEV= 121.14
SE INV (18"RCP) ELEV= UNK
S INV (18"RCP) ELEV= 121.20
MPH 25
IP 2" (fnd)IR 1/2" (fnd)
IR 1/2" (fnd)
STOP
STOP
FM ARV
6' CHAIN LINK FENCE 4' WOOD PANEL FENCE 6'WOOD PANEL FENCE
4' BARB-WIRE FENCE
4' CHAIN LINK FENCE
TRACT "A"
RETENTION
AREA
25
7.5' DRAINAGE, UTILITY, INGRESS
& EGRESS EASEMENT(P)
SE
C
U
R
I
T
Y
C
I
R
C
L
E
N O T
I N C L U D E D
MO
B
I
L
E
LA
N
E
1458912
LY
M
A
N
S
T
R
E
E
T
(
F
)
1
2
1
2
1
DIRT DRIVEWAY
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1543687.5510
E:482075.0300
ELEV:126.20' (NAVD 1988)
EDGE OF ASPHALT ROAD
5' WIDE CONC SIDEWALK
5' WIDE CONC SIDEWALK
5' WIDE CONC
SIDEWALK
5' WIDE CONC SIDEWALK
CONCRETE
DRIVEWAY
BU
R
N
T
T
R
E
E
C
O
U
R
T
FMFM
FM
FM
SCB TOP OF GRATE ELEV=125.68'
BOTTOM OF STRUCTURE ELEV=121.33
24" & 18" CMP RECESSED
DMH TOP OF LID ELEV=126.39'
N INV (15"CMP) ELEV=123.32
SW INV (15" CMP) ELEV=121.91'
SCB TOP OF GRATE ELEV=125.27'
NE INV (18"RCP) ELEV= 120.68
E INV (18"RCP) ELEV= 122.14
S INV (18"RCP) ELEV= 120.76
SCB TOP OF GRATE ELV=125.42'
W INV (18"RCP) ELEV= 122.24
NW INV (36"RCP8"PVC) ELEV=120.35
DMH TOP OF LID ELEV=126.45'
NE INV (15"CMP) ELEV=119.75
S INV (15"CMP) ELEV=123.10
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1544174.3590
E:482061.4690
ELEV:125.22' (NAVD 1988)
SCB TOP OF GRATE ELEV=125.63'
N INV (18"RCP) ELEV= 121.22
S INV (24"RCP) ELEV= 120.97
MPH 25 5' WIDE CONC SIDEWALK
126
126
126
127
126
127
126
126
125
126
126
12
6
127
12
6
SMH-1 SMH-3SMH-2 12" PVC S12" PVC S12" PVC S
12
"
P
V
C
S
8" PVC S
12" PVC S
8"
P
V
C
S
SMH-12
SMH-14
SMH-13
B-9
B-10
24
"
P
V
C
F
M
716 N LAKEWOOD AVE 730 N LAKEWOOD AVE
728 N LAKEWOOD AVE 736 N LAKEWOOD AVE
720 N LAKEWOOD AVE
PID:18-22-28-0000-00-066
DOC#20180256405
782 N LAKEWOOD AVE
PID:18-22-28-0000-00-055
ORB 9110, PG 845
792 N LAKEWOOD AVE
PID:18-22-28-0000-00-054
ORB 5932, PG 239
102 SECURITY CIR
SECURITY MOBILE
HOME PARK
PLAT BOOK Z, PAGE 93
729 LAKEWOOD AVE
102 MOBILE LN
FIRST ADDITION T0
SECURITY MOBILE HOME
PARK
PLAT BOOK 1, PAGE 132
100 MOBILE LN
101 BURNT TREE CT 98 BURNT TREE CT
EXISTING SMH A
EXISTING SMH B
8"
P
V
C
S
SCB TOP OF GRATE ELEV=125.86'
BOTTOM OF STRUCTURE ELEV=121.66
18" CMP RECESSED
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208a
MA
T
C
H
LI
N
E
DW
G
##
#
#
#
DW
G
C-
1
0
2
12" x 8" TEE
12" GV
8" GV
6'
8"
P
V
C
W
M
(C
O
N
T
R
A
C
T
O
R
T
O
FI
E
L
D
V
E
R
I
F
Y
)
2"
G
A
L
V
A
N
I
Z
E
D
S
T
E
E
L
W
M
(C
O
N
T
R
A
C
T
O
R
T
O
F
I
E
L
D
V
E
R
I
F
Y
)
8" LINESTOP
12" x 6" TEE
2"
G
A
L
V
A
N
I
Z
E
D
S
T
E
E
L
W
M
(C
O
N
T
R
A
C
T
O
R
T
O
F
I
E
L
D
V
E
R
I
F
Y
)
8" LINESTOP
CUT AND CAP
20
"
D
I
F
M
(2) 12" 45° BENDS
CONNECT TO EXISTING 2" WM
WITH TRANSITION COUPLING
CUT, GROUT FILL, AND CAP EXISTING
2" GALVANIZED STEEL LINE
2"
P
E
W
3' MIN
6' MIN
2" GALVANIZED STEEL WM
(CONTRACTOR TO FIELD VERIFY)
REMOVE 6" CAP
AND CONNECT TO
EXISTING 6" TEE
3' MIN
12" x 8" TEE
12" GV
6' MIN
1" POLYETHYLENE DOUBLE METER
RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208a
3' MIN 3' MIN
3' MIN
REMOVE AND REPLACE
DRIVEWAY (TYP)
12" DI W
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
1" POLYETHYLENE DOUBLE METER
RESIDENTIAL SERVICE CONNECTION
SEE DETAILS UT206, UT207, AND UT208a
REMOVE AND REPLACE
EXISTING HYDRANT
8" x 6" RED
6"
D
I
W
CONNECT TO EXISTING 6" WM ABANDON EXISTING 2" LINE
WEST OF NEW CONNECTION
8"
D
I
W
(4) 12" 45° BENDS(4) 12" 45° BENDS
MA
T
C
H
LI
N
E
DW
G
C-
1
0
0
DW
G
##
#
#
#
4' BARB-WIRE
FENCE
12" GV
12" x 8" TEE
1" POLYETHYLENE SINGLE
RESIDENTIAL SERVICE CONNECTION
SEE DETAILS UT206,
UT207, AND UT208a
(2) 12" 45° BENDS
CUT, GROUT FILL
AND FIT 2" CAP
6"GV
6" GV (2) 12" GV
8" GV
12" DI W
CUT, GROUT FILL AND FIT 2" CAP
8" GV
1" SERVICE CONNECTION TO EXISTING METER
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAIL UT206
2" LINESTOP
(2) 8" 22.5°
BENDS
6' MIN
CONTRACTOR TO FIELD VERIFY
CROSSING LOCATIONS
CONTRACTOR TO FIELD VERIFY CONTRACTOR LOCATIONS
MILL AND REPLACE
CONTRACTOR TO ENSURE SERVICE CONNECTION IS NOT INTERRUPTED BY PROVIDING
TEMPORARY BYPASS WATER TO CUSTOMERS DURING CONSTRUCTION
8" x 2" SERVICE SADDLE
6" x 2" SERVICE SADDLE
6" LINESTOP
CONNECT TO EXISTING 2" WM WITH TRANSITION COUPLING
(2) 2" LINESTOPS
CONNECT TO EXISTING 2" WM
CONTRACTOR TO ENSURE SERVICE CONNECTION IS NOT
INTERRUPTED BY PROVIDING TEMPORARY BYPASS
WATER TO CUSTOMERS DURING CONSTRUCTION
CONNECT TO EXISTING METER
SEE DETAIL UT2062" TAPPING SADDLE
12" x 2"
SERVICE
SADDLE
HORIZONTALLY DIRECTIONAL DRILL 1" POLYETHYLENE
SERVICE CONNECTION ENCASED IN A 2" POLYETHYLENE
SLEEVE TO EXISTING METER
SEE DETAIL UT206
1" POLYETHYLENE CONNECTION
TO EXISTING METER
SEE DETAIL UT206
25'-0"
68"
76"
44"
20"
X
UG
F
B
O
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO
X
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
XXXX
UGFBO
OH
E
OHE OHE
OH
E
OHE
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO
G G G G G
BE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UGFBO
UGFBO
UGFBO
UGFBO
U
G
F
B
O
20/9"
HORIZONTALLY DIRECTIONAL DRILL 1" POLYETHYLENE
SINGLE METER RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208a
(2) 8" 45° BENDS
CONNECT TO EXISTING 2" WM
WITH TAPPING SADDLE
(2) 8" 45° BENDS
8" GV AND BLOWOFF ASSEMBLY
8" x 2" SERVICE SADDLE
110
115
120
125
130
110
115
120
125
130
1+25 2+00 3+00 4+00 5+00 6+00 7+00
12
6
.
1
12
6
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1
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6
.
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6
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8
24" FM
1/2" UGFBO
20" FM
6" SS LATERAL 8" S STUB OUT
6" SS LATERAL
1/2" UGFBO
1/2" UGFBO
8" S STUB OUT
12" S STUB OUT
EXISTING GRADE
WA
T
E
R
S
E
R
V
I
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E
C
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N
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ST
A
6
+
5
4
.
0
0
12" MIN
3' MIN
12" MIN12" MIN
3' MIN 3' MIN
12" MIN
3' MIN
4 7
8
9
13
12
"
x
2
"
S
E
R
V
I
C
E
S
A
D
D
L
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ST
A
5
+
1
0
.
0
0
12
"
x
2
"
S
E
R
V
I
C
E
S
A
D
D
L
E
ST
A
2
+
0
9
.
8
0
3' MIN 3' MIN 3' MIN
45.00° BEND
STA 2+49
45.00° BEND
STA 2+4745.00° BEND
STA 2+02
45.00° BEND
STA 1+99
12" MIN
3
12" GV
3' MIN
65
12" DI W 43.94'
12" DI W 3.79'
12" DI W 1.90'
12" DI W 1.99'
10
45.00° BEND
STA 5+94
45.00° BEND
STA 5+96 45.00° BEND
STA 6+06
45.00° BEND
STA 6+07
45.00° BEND
STA 5+34
45.00° BEND
STA 5+35 45.00° BEND
STA 5+45
45.00° BEND
STA 5+47
12" DI W 1.27'
12" DI W 9.16'
12" DI W 1.50'
12" DI W 36.56'
12" DI W 8.98'
12
6" SS LATERAL 11
12
"
x
2
"
S
E
R
V
I
C
E
S
A
D
D
L
E
ST
A
4
+
3
2
.
8
5
12
"
x
2
"
S
E
R
V
I
C
E
S
A
D
D
L
E
ST
A
2
+
7
0
.
2
1
12" DI W 75.61'
12
"
x
2
"
S
E
R
V
I
C
E
S
A
D
D
L
E
ST
A
3
+
7
9
.
0
0
12" GV
12" DI W 17.34'
12
"
x
2
"
S
E
R
V
I
C
E
S
A
D
D
L
E
ST
A
6
+
2
0
.
0
0
12" x 6" TEE
STA 3+73 12" x 8" TEE
STA 4+53 12" DI W 1.05'12" DI W 0.94'
12" DI W 152.37'12" DI W 78.00'
12" GV 12" GV
12" x 8" TEE
STA 6+26
12" GV
12" DI W 108.32'12" DI W 121.89'
12
"
x
2
"
S
E
R
V
I
C
E
S
A
D
D
L
E
ST
A
1
+
7
3
.
9
2
12
"
x
2
"
S
E
R
V
I
C
E
S
A
D
D
L
E
ST
A
1
+
6
7
.
3
4
6" MIN
3' MIN3' MIN
CUT, GROUT FILL, AND CAP EXISTING
2" GALVANIZED STEEL LINE
REMOVE 6" CAP
AND CONNECT TO
EXISTING 6" TEE
REMOVE AND REPLACE
EXISTING HYDRANT
8" x 6" RED
6" LINESTOP
2" LINESTOP
J:
\
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N
G
\
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\
O
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2
1
7
8
8
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A
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W
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A
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|
21
7
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LA
S
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A
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Y
:
JA
M
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.
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C
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I
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2/
2
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/
2
0
2
6
1
0
:
4
5
A
M
AP
P
R
O
V
E
D
:
CH
E
C
K
E
D
:
CA
D
:
DA
T
E
:
1 2
PR
O
J
E
C
T
N
O
:
DA
T
E
:
3 4
CA
D
C
O
O
R
D
:
DE
S
I
G
N
E
D
:
DRAWING
RE
V
I
S
I
O
N
S
NO
AP
P
'
D
DA
T
E
SU
B
M
I
S
S
I
O
N
:
5
PLAN
SCALE: 1"=20'
PROPOSED WATER MAIN PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
C
O
E
E
,
F
L
O
R
I
D
A
LA
K
E
W
O
O
D
A
V
E
N
U
E
NO
R
T
H
G
R
A
V
I
T
Y
S
E
W
E
R
PH
A
S
E
2
PR
O
P
O
S
E
D
W
A
T
E
R
M
A
I
N
PL
A
N
A
N
D
P
R
O
F
I
L
E
S
T
A
1
+
5
0
T
O
S
T
A
7
+
0
0
C-101
RE
V
I
S
I
O
N
S
P
E
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C
I
T
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C
O
M
M
E
N
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A
F
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U
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AS
02
/
2
6
J.
P
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7
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8
D.
M
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C.
S
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1
X CROSSING NUMBER: SEE 12" WATER MAIN SEPARATION TABLE ON SHEET C-501
CONTRACTOR TO FIELD VERIFY
CROSSING LOCATIONS
HORIZONTALLY DIRECTIONAL DRILL 2"
POLYETHYLENE SERVICE CONNECTION
ENCASED IN A 4" POLYETHYLENE SLEEVE
SEE DETAIL UT206
1
1
1
1
1
Page 285 of 576
7+00 8+00 9+00 10+00 11+00 12+00 13+00
CO CO CO
CO CO
50
+
0
0
50
+
2
8
CO
7+00 8+00 9+00 10+00 11+00 12+00 13+00
B-7B-8
18"20"
42"
20"
22"
20"10"
15"12"12"
20"24"
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
U
G
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE
OH
E
OH
E
O
H
E
O
H
E
OH
E
OHE OHE OHE OHE OHE
UGFBO
UGFBO
UG
F
B
O
G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SCB TOP OF GRATE ELEV=125.51'
N INV (24"RCP) ELEV=122.98
S INV (24"RCP) ELEV=122.96
SCB TOP OF GRATE ELEV=125.43'
N INV (15"RCP) ELEV= 123.89
S INV (15"RCP) ELEV= 123.80
ARV
BT PRESSURE RELEASE VALVE
DMH TOP OF LID ELEV=125.48'
N (UNKOWN) ELEV=123.52
W(18"RCP) ELEV=123.34
SCB TOP OF GRATE ELEV=125.78'
N (18"RCP) ELEV= 122.70
E (24"RCP) ELEV= 122.73
S (24"RCP) ELEV= 122.64
N INV (24"CMP) ELEV=120.89
S INV (24"CMP) ELEV=120.68
IRC 1/2" RLS 2142 (fnd)
E INV (15" CMP) ELEV=122.20
S INV (24" RCP) ELEV=122.06
N&D REF PT (fnd)
TRACT "A"
RETENTION
AREA
FLUME
5' WIDE CONC SIDEWALK 5' WIDE CONC SIDEWALK 5' WIDE CONC SIDEWALK
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544507.0780
E:482027.9150
ELEV:125.44' (NAVD 1988)
FLUME
IRC 1/2" ILL (fnd)
DIRT DRIVEWAY
EDGE OF ASPHALT ROAD
IR 1/2" BENT (fnd)
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
MON 4"X4" (fnd)
FLUME
CONCRETE DRIVEWAY
DIRT
DRIVEWAY
CONCRETE
DRIVEWAY
OVERGROWN
GRAVEL
DRIVEWAY
AN
D
E
R
S
O
N
P
L
SE INV (36"RCP) ELEV=122.89'
NO DUMPING
SCB TOP OF GRATE ELEV=125.27'
NE INV (18"RCP) ELEV= 120.68
E INV (18"RCP) ELEV= 122.14
S INV (18"RCP) ELEV= 120.76
SCB TOP OF GRATE ELV=125.42'
W INV (18"RCP) ELEV= 122.24
NW INV (36"RCP8"PVC) ELEV=120.35
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1544174.3590
E:482061.4690
ELEV:125.22' (NAVD 1988)
DMH TOP OF LID ELEV=126.01'
SW INV (18"RCP) ELEV= 120.30
E INV (15"RCP) ELEV= 120.40
127
SMH-5
SMH-4 12" PVC S12" PVC S
B-7B-8
792 N LAKEWOOD AVE
PID:18-22-28-0000-00-054
ORB 5932, PG 239
98 BURNT TREE CT
SMH-15
ARV AND VENT ENCLOSURE
SEE DETAIL UT204A
(2) 12" 45° BENDS
(2) 12" 45° BENDS
12" 11.25° BEND
MA
T
C
H
LI
N
E
DW
G
C-
1
0
1
DW
G
C-
1
0
2
MA
T
C
H
LI
N
E
DW
G
C-
1
0
2
DW
G
C-
1
0
3
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
SEE DETAILS UT206, UT207,
AND UT208a
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208aHORIZONTALLY DIRECTIONAL DRILL 1" POLYETHYLENE
SINGLE METER RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208a
1" DOUBLE SERVICE CONNECTION
SEE DETAILS UT206, UT207, AND UT208a
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208a
12" GV
REMOVE AND REPLACE 15" CMP WITH 15" RCP
12" x 6" HYDRANT TEE,
VALVE, AND ASSEMBLY
PER DETAIL UT201
(2) 12" 22.5° BENDS1° VERT DEFLECTION
REMOVE AND DISPOSE OF
EXISTING FIRE HYDRANT
12" 11.25° BEND
REMOVE AND REPLACE
DRIVEWAY (TYP)
(2) 12" 45° BENDS (2) 12" 45° BENDS
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
SEE DETAILS UT206, UT207, AND UT208a
SCB TOP OF GRATE ELEV=125.19'
W INV (15"CMP) ELEV= 123.57
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
3'
MIN
3'
MIN
904 N LAKEWOOD AVE
PID:7-22-28-0000-00-047
DOC#20230691880
870 CLARCONA OCOEE RD
PID:7-22-28-0000-00-040
DOC#20230691880
880 CLARCONA OCOEE RD
PID:7-22-28-0000-00-080
DOC#20180520082
905 N LAKEWOOD AVE
PID:08-22-28-0000-00-046
ORB 6633, PG 788
903 N LAKEWOOD AVE
PID:08-22-28-0000-00-022
DOC#20190761043
821 N LAKEWOOD AVE
PID:08-22-28-0000-00-027
DOC#20040577026
815 CLARCONA OCOEE RD
PID:08-22-28-0000-00-028
DOC#20230197294
12" DI W
12" DI W
8" DI WM
8" CAP
12" x 8" TEE
12" GV
8" GV
GROUT FILL EXISTING WATER MAIN
(2) 12" 22.5° BENDS
NEW WM TO GO BELOW EXISTING. PROTECT
AND SUPPORT EXISTING WATER MAIN WHILE
NEW WATER MAIN IS CONSTRUCTED BELOW.
CLEAR AND GRUB
(2) 12" 22.5° BENDS
CONTRACTOR TO FIELD VERIFY
CROSSING LOCATIONS
110
115
120
125
130
135
110
115
120
125
130
135
7+00 8+00 9+00 10+00 11+00 12+00 13+00
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
9
12
6
.
0
12
6
.
0
12
5
.
9
12
5
.
9
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
5
.
8
12
6
.
0
12
6
.
2
12
6
.
4
12
6
.
6
22.50° BEND
STA 7+80
6" SS LATERAL
1/2" UGFBO
1/2" UGFBO
8" S STUB OUT
36" SD 6" W
EXISTING GRADE
45.00° BEND
STA 7+39
2" ARV
WA
T
E
R
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
ST
A
8
+
5
5
.
0
0
WA
T
E
R
S
E
R
V
I
C
E
CO
N
N
E
C
T
I
O
N
ST
A
1
0
+
4
4
.
5
9
WA
T
E
R
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
ST
A
1
0
+
9
5
.
0
0
WA
T
E
R
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
ST
A
1
2
+
2
0
.
0
0
WA
T
E
R
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
ST
A
1
2
+
2
5
.
0
0
WA
T
E
R
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
ST
A
1
2
+
8
2
.
0
0
11.25° BEND
STA 12+79
12" MIN
12" MIN
3' MIN
15
17
21
12
"
x
6
"
T
E
E
F
O
R
H
Y
D
R
A
N
T
ST
A
9
+
2
5
.
0
0
12" GV
45.00° BEND
STA 7+42
45.00° BEND
STA 7+57
22.50° BEND
STA 11+56 22.50° BEND
STA 11+60
45.00° BEND
STA 7+61
16
20
2" GAS
14
6" SS LATERAL
18
12" DI W 141.66'
12" DI W 3.22'
12" DI W 14.19'
12" DI W 2.90'
19
12" DI W 5.86'
45.00° BEND
STA 10+33
45.00° BEND
STA 10+35
45.00° BEND
STA 10+48
45.00° BEND
STA 10+50
12" DI W 12.08'
12" DI W 105.19'
WA
T
E
R
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
ST
A
1
1
+
4
8
.
0
0
12" DI W 12.73'
22.50° BEND
STA 7+68
12" DI W 5.99'
12" DI W 1.70'
12" DI W 3.49'
12" DI W 66.22'
12" MIN
3' MIN
22.50° BEND
STA 12+27
12" DI W 1.84'
22.50° BEND
STA 12+30
12" DI W 48.25'
6" SS LATERAL
22
12" DI W 60.29'
3' MIN
12" x 8" TEE
STA 9+30
12" GV
12" DI W 100.49'
J:
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3 4
CA
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DRAWING
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SU
B
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S
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:
5
PLAN
SCALE: 1"=20'
PROPOSED WATER MAIN PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
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F
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PR
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+
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1
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+
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1
X CROSSING NUMBER: SEE 12" WATER MAIN SEPARATION TABLE ON SHEET C-501
1
Page 286 of 576
13+00 14+00 15+00
MA
T
C
H
LI
N
E
DW
G
C-
3
DW
G
C-
4
CO
CO CO
13+00 14+00 15+00 16+00 17+00 18+00 19+00
B-5
B-6
CO CO
CO CO
30
+
0
0
30
+
7
7
34"54"
20/10" TWIN
20"
OH
E
OH
E
OH
E
X
X
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE
O
H
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OHE
UGFBO UGFB
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
UGE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
18"
S INV (18"RCP) ELEV=128.78'
MEMORIAL MARKERMPH 25
SCB TOP OF GRATE ELEV=128.65'
S INV (15"RCP) ELEV= 126.18
IRC 1/2" LB 4596 (fnd)
X-CUT (fnd)
WATER
WATER
WATER
WATER
MON 4"X4" (fnd)
IP 1" (fnd)
WATER
WATER
X-CUT (fnd)
MEMORIAL MARKER
FM
FM
STONE PLATER
5' METAL FENCE 4' BARBED-WIRE FENCE
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544881.6580
E:482058.2010
ELEV:127.89' (NAVD 1988)
5' METAL FENCE
N&D NO ID (fnd)
N&D NO ID (fnd)
5' WIDE CONC SIDEWALK 5' WIDE CONC SIDEWALK
N&D NO ID (fnd)
EDGE OF ASPHALT ROAD
EDGE OF ASPHALT ROAD
CONCRETE
DRIVEWAY
DIRT DRIVE WAY
CONCRETE
CONCRETE DRIVEWAY
DIRT
DRIVEWAY
CONCRETE
DRIVEWAY
SCB TO OF GRATE ELEV=127.09'
N INV (24"RCP) ELEV=124.29
S INV (24"RCP) ELEV=124.19
SCB TOP OF GRATE ELEV=129.34'
N INV (18"RCP) ELEV=126.79
E INV (24"RCP) ELEV=126.70
S INV (24"RCP) ELEV=126.59
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545170.7030
E:482058.1970
ELEV:130.40' (NAVD 1988)
10' LANDSCAPE, UTILITY,
WALL & SIGNAGE
EASEMENT(P)
B-5
B-6
MA
T
C
H
LI
N
E
DW
G
C-
1
0
3
DW
G
C-
1
0
4
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
SEE DETAILS UT206, UT207, AND UT208a
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
SEE DETAILS UT206, UT207, AND UT208a
SMH-6
1" POLYETHYLENE SINGLE METER
SERVICE CONNECTION
SEE DETAILS UT206, UT207, AND UT208a
1" POLYETHYLENE SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
TO EXISTING METER
SEE DETAIL UT206
(2) 8" 45° BENDS, TIE IN TO EXISTING
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208a
12" GV (2) 8" 22.5° BENDS
6"
P
V
C
W
M
12" x 6" HYDRANT TEE,
VALVE, AND ASSEMBLY
PER DETAIL UT201
12" 11.25° BEND
12" 11.25° BEND
LAUREL RIDGE AVENUE
50'R/W
PLAT BOOK 54, PAGE(S) 47-50
12" x 8" TEE
12" x 8" TEE, 12" GV
SEE PLAN DETAIL
SHEET C-221
6" CUT AND CAP
SMH C
8" CUT AND CAP
12" 11.25° BEND SMH-7
REMOVE AND REPLACE
DRIVEWAY (TYP)
3' MIN
12" DI W
8" GV
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
5' ADDITIONAL R/W(P)
12" DI W
1" POLYETHYLENE SINGLE METER
SERVICE CONNECTION
SEE DETAILS UT206, UT207, AND UT208a
12" DI W
TRACT C
LIFT
STATION
950 N LAKEWOOD AVE
PID:07-22-28-0000-00-049
DOC#20180344043
922 N LAKEWOOD AVE
PID:07-22-28-0000-00-048
DOC#20180344043
914 N LAKEWOOD AVE
PID:07-22-28-0000-00-062
DOC#20190549959
ZACK INVESTMENTS
LAKEWOOD AVENUE LLC
PID:7-22-28-0000-00-090
DOC#20180523897
1094 N LAKEWOOD AVE
PID:08-22-28-0000-00-072
DOC#20240000886
915 CLARCONA OCOEE RD
PID:08-22-28-0000-00-017
DOC#20120018967
911 CLARCONA OCOEE RD
PID:08-22-28-0000-00-018
DOC#20020623775
109 LAUREL RIDGE AVE
107 LAUREL RIDGE AVE
880 CLARCONA OCOEE RD
PID:7-22-28-0000-00-080
DOC#20180520082
907 N LAKEWOOD AVE
PID:08-22-28-0000-00-021
NO DOC FOUND
905 N LAKEWOOD AVE
PID:08-22-28-0000-00-046
ORB 6633, PG 788
GROUT FILL EXISTING
WATER MAIN
8" x 6" RED
CONNECT TO EXISTING 6" WM
(2) 12" 11.25° BENDS
12" 11.25° BEND
REMOVE AND REPLACE
EXISTING HYDRANT
CONTRACTOR TO FIELD VERIFY
CROSSING LOCATIONS
HORIZONTALLY DIRECTIONAL DRILL 1"
POLYETHYLENE SERVICE CONNECTION ENCASED IN
A 2" POLYETHYLENE SLEEVE TO EXISTING METER
SEE DETAIL UT206
CONTRACTOR TO ENSURE SERVICE CONNECTION IS NOT
INTERRUPTED BY PROVIDING TEMPORARY BYPASS
WATER TO CUSTOMERS DURING CONSTRUCTION
115
120
125
130
135
140
115
120
125
130
135
140
13+00 14+00 15+00 16+00 17+00 18+00 19+00
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6" SS LATERAL
6" SS LATERAL6" SS LATERAL
1/2" UGFBO
1/2" UGFBO
1/2" UGFBO
2.5" W24" SD
8" W
6" FM6" W
EXISTING GRADE
6" MIN
3' MIN11.25° BEND
STA 13+40
12" MIN
12" MIN
3' MIN
3' MIN
12" MIN
8" S STUB OUT
12" MIN11.25° BEND
STA 17+30
11.25° BEND
STA 15+43 6" MIN
12" MIN
2" W
6" MIN
23
26
27
30
32 33
34
35
WA
T
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4
0
6" MIN
3' MIN
3' MIN 3' MIN
24 25 28 29
31
11.25° BEND
STA 17+92
11.25° BEND
STA 18+26
12" DI W 4.04'
11.25° BEND
STA 18+31
12" DI W 206.75'
12" DI W 61.58'
12" DI W 153.88'12" DI W 182.70'
12" DI W 18.98'
12" DI W
6
0
.
2
9
'
3' MIN
12" x 8" TEE
STA 17+96
12" DI W 28.16'
12" GV
12" x 8" TEE
STA 17+22
12" DI W 6.73'
J:
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:
5
PLAN
SCALE: 1"=20'
PROPOSED WATER MAIN PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
C
O
E
E
,
F
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1
X CROSSING NUMBER: SEE 12" WATER MAIN SEPARATION TABLE ON SHEET C-501
Page 287 of 576
19+00 20+00 21+00 22+00 23+00 24+00 25+00
B-4
CO
CO
CO
CO
CO CO
CO
40
+
0
0
40
+
8
2
12"12"
O
H
E
O
H
E
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE
O
H
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
G G G G G G G G G G G G G G G G G G G G G G G G G G G G
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
IRC 1/2" LB 7833 (fnd)IRC 1/2" LB 7833 (fnd)
ENTRANCE ONLY ENTRANCE ONLY
MEMORIAL MARKER
STOP
N&D LB 6987 (fnd)
SCB TOP OF GRATE ELEV=134.83'
S INV (15"RCP) ELEV=131.54
DMH TOP OF LID ELEV=134.98'
N INV (34"X53"ERCP) ELEV=130.73
W INV (18"RCP) ELEV=130.93
E INV (48"CMP) ELEV=130.44
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545497.1210
E:482028.4270
ELEV:132.68' (NAVD 1988)
FM ARV
SCB TOP OF GRATE ELEV=134.62'
N INV (15"RCP) ELEV=130.82
E INV (38"X60" RCP) ELEV=130.82
S INV (34"X53"ERCP) ELEV=130.75
LIL LIGHTS
PRESCHOOL
OCOEE CHURCH
OF GOD 4' WOOD PICKET FENCE 4' WOOD
PICKET FENCE
4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
GATE
GATE
4' PVC FENCE
4' PVC FENCE
4' BARBED-WIRE FENCE
DIRT DRIVE WAY
7891011
IR 1/2" (fnd)
5' WIDE CONC
SIDEWALK
MITERED END SECTION
W INV (38"X60"ERCP) ELEV=131.10'
5' CHAIN-LINK FENCE 5' CHAIN-LINK FENCE
CONCRETE DRIVEWAY
CONCRETE
DRIVEWAY
BACK OF CURB
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
17
T
H
A
V
E
N
U
E
CONCRETE
DRIVEWAY
ASPHALT DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
B-4
MA
T
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N
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DW
G
C-
1
0
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G
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C-
1
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DW
G
C-
1
0
5
HORIZONTALLY DIRECTIONAL DRILL 1" POLYETHYLENE
SINGLE METER RESIDENTIAL SERVICE CONNECTION
ENCASE IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208aSMH-17
SMH-8
SMH-16
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
SEE DETAILS UT206, UT207, AND UT208a
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208a
12" GV
12" x 6" HYDRANT TEE,
VALVE, AND ASSEMBLY
PER DETAIL UT201
12" GV
1" POLYETHYLENE SINGLE METER
RESIDENTIAL SERVICE CONNECTION
SEE DETAILS UT206, UT207, AND UT208a
1" POLYETHYLENE SERVICE
CONNECTION TO EXISTING METER
SEE DETAIL UT206
12" x 6" HYDRANT TEE,
VALVE, AND ASSEMBLY
PER DETAIL UT201
(2) 12" 45° BENDS
(2) 12" 45° BENDS
12" 11.25° BEND12" 11.25° BEND
REMOVE AND REPLACE DRIVEWAY (TYP)
12" DI W
12" DI W
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
12" x 12" TEE
12" x 8" TEE
8" GV
8" DI W
8" MJ CAP
12
"
D
I
W
M
12" GV AND BLOWOFF
ASSEMBLY
CUT, GROUT FILL,
AND CAP 6" PIPE
950 N LAKEWOOD AVE
PID:07-22-28-0000-00-049
DOC#20180344043
1094 N LAKEWOOD AVE
PID:08-22-28-0000-00-072
DOC#20240000886
1079 N LAKEWOOD AVE
PID:08-22-28-0000-00-082
DOC#20140212727
NORTH OCOEE ADDITION NO. 1
PLAT BOOK 0, PAGE 68
1108 N LAKEWOOD AVE
PID:07-22-28-0000-00-050
DOC#20040681218
1104 N LAKEWOOD AVE
PID:07-22-28-0000-00-057
DOC#20190801059
1102 N LAKEWOOD AVE
PID:07-22-28-0000-00-060
DOC#20190801059
1079 N LAKEWOOD AVE
PID:08-22-28-0000-00-082
DOC#20140212727
1081 N LAKEWOOD AVE
PID:08-22-28-0000-00-053
ORB 49661, PG 4184
1085 N LAKEWOOD AVE
PID:08-22-28-0000-00-051
DOC#20160289785
950 N LAKEWOOD AVE
PID:07-22-28-0000-00-049
DOC#20180344043
1105 N LAKEWOOD AVE
(2) 12" 11.25° BENDS
12" GV
12" GV
CONTRACTOR TO FIELD VERIFY CROSSING LOCATION
ORANGE COUNTY ROWOCOEE ROW
120
125
130
135
140
145
120
125
130
135
140
145
19+00 20+00 21+00 22+00 23+00 24+00 25+00
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2
45.00° BEND
STA 21+79
45.00° BEND
STA 21+84
6" SS LATERAL
6" SS LATERAL
6" SS LATERAL
1/2" UGFBO
8" S STUB OUT
6" W
38" X 60" ERCP CULVERT
INV EL AT OUT FALL SHOWN
EXISTING GRADE
11.25° BEND
STA 21+3311.25° BEND
STA 20+38
3' MIN
3' MIN
12" MIN
12" MIN
WA
T
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S
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37 39
40
41
42
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12" MIN
12
"
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4
+
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0
.
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0
12" GV
6" MIN
38
6" SS LATERAL
6" SS LATERAL
36
12" GV
3' MIN
43
3'
MIN
3' MIN
12" DI W 8.14'
12" DI W 35.01'
12" DI W 72.65'12" DI W 20.83'
12" DI W 206.75'3' MIN
12" MIN
12" DI W 33.98'
12" GV
12" DI W 9.23'
12" GV
12" DI W 20.42'
12" x 12" TEE
STA 22+77 12" DI W 190.94'
12" x 8" TEE
STA 22+43
12" DI W 11.34'
12" DI W 4.14'
12" DI W 72.01'
11.25° BEND
STA 24+69
11.25° BEND
STA 24+74
12" DI W 10.47'
11.25° BEND
STA 22+19
11.25° BEND
STA 22+30
J:
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SU
B
M
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:
5
PLAN
SCALE: 1"=20'
PROPOSED WATER MAIN PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
C
O
E
E
,
F
L
O
R
I
D
A
LA
K
E
W
O
O
D
A
V
E
N
U
E
NO
R
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G
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A
V
I
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PH
A
S
E
2
PR
O
P
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S
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D
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A
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A
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N
PL
A
N
A
N
D
P
R
O
F
I
L
E
S
T
A
1
9
+
0
0
T
O
S
T
A
2
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+
0
0
C-104
RE
V
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02
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1
X CROSSING NUMBER: SEE 12" WATER MAIN SEPARATION TABLE ON SHEET C-501
1
1
1
Page 288 of 576
25+00 26+00 27+00 28+00 29+00
B-2
B-3
50
+
0
0
50
+
3
9
60
+
0
0
60
+
3
1
CO CO
CO CO CO
CO
CO
37"35"12"
24"
6"
13"10"6"
7"7"14"
10"
9"9"10"
8"
10"
7"9"6"6"6"7"
9"
8"7"
10"
15"
11"
10"
6"
6"8"6"9"
14"
9"
12"
8"10"
12"
8"
O
H
E
UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OHE
G G G G G G G G G G G G G G G G G G G G G G G
U
G
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
STOP
WATER
STOP
WATER
IRC 5/8" PSM 5205 (fnd)
4' POST RAIL FENCE 4' POST RAIL FENCE 4' POST RAIL FENCE
6789106
16
T
H
A
V
E
N
U
E
15TH AVENUE
50' R/W
PLAT BOOK O, PAGE 68
11
11
PID:07-22-28-0000-00-099
DOC#20200253532
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1546051.7920
E:482073.7180
ELEV:139.72' (NAVD 1988)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1546358.9390
E:482064.2430
ELEV:142.01' (NAVD 1988)
IRC 5/8" PSM 5205 (fnd)
IRC 5/8" PSM 5205 (fnd)
IP 212 (fnd)
IRC 5/8" PSM 5205 (fnd)
IRC 5/8" PSM 5205 (fnd)
IRC 5/8" PSM 5205 (fnd)
5' CHAIN-LINK FENCE
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE DRIVEWAY NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
B-2
B-3
MA
T
C
H
LI
N
E
DW
G
C-
1
0
4
DW
G
C-
1
0
5
SMH-19
SMH-10
SMH-18
SMH-9
HORIZONTALLY DIRECTIONAL DRILL 1" POLYETHYLENE
SINGLE METER RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 2" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208a
1" POLYETHYLENE
SERVICE CONNECTION
TO EXISTING METER
SEE DETAIL UT206
1" POLYETHYLENE
SERVICE CONNECTION
TO EXISTING METER
SEE DETAIL UT206
1" POLYETHYLENE
SERVICE CONNECTION
TO EXISTING METER 1.5"
SEE DETAIL UT206
2"
G
A
L
V
A
N
I
Z
E
D
S
T
E
E
L
W
M
(C
O
N
T
R
A
C
T
O
R
T
O
F
I
E
L
D
V
E
R
I
F
Y
)
2"
G
A
L
V
A
N
I
Z
E
D
W
M
(C
O
N
T
R
A
C
T
O
R
T
O
FI
E
L
D
V
E
R
I
F
Y
)
12" x 6" HYDRANT TEE, VALVE,
& ASSEMBLY PER DETAIL UT201
12" GV (2)
CONNECT TO 2" WM WITH
TRANSITION COUPLING
12" x 8" TEE,
12" GV (2) AND 8" GV
CONNECT TO 2" WM WITH
TRANSITION COUPLING
12" x 8" TEE
2" LINESTOP, CUT AND CAP
2" LINESTOP CUT AND CAP
CONNECT TO EXISTING 2"
BACKFLOW PREVENTER
REMOVE AND REPLACE
EXISTING FIRE HYDRANT
(2) 12" 11.25° BENDS
12" 11.25° BEND
12" 11.25° BEND
REMOVE AND REPLACE
DRIVEWAY (TYP)
8" x 2" SERVICE SADDLE
8" GV AND
BLOWOFF
ASSEMBLY
2" GV
(2) 11.25° BENDSCONCRETE
DRIVEWAY
(2) 11.25° BENDS
12" DI W 12" DI W 12" DI W
NORTH OCOEE ADDITION NO. 1
PLAT BOOK 0, PAGE 68
MASK FAMILY TRUST
PID:07-22-28-0000-00-099
DOC#20200253532
1137 N LAKEWOOD AVE 1143 N LAKEWOOD AVE
1149 N LAKEWOOD AVE 1155 N LAKEWOOD AVE
1161 N LAKEWOOD AVE 1167 N LAKEWOOD AVE
NORTH OCOEE ADDITION NO. 1
PLAT BOOK 0, PAGE 68
1105 N LAKEWOOD AVE
1" POLYETHYLENE
SERVICE CONNECTION
TO EXISTING METER
SEE DETAIL UT206
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
ROOT BARRIER
SEE DETAIL ON
SHEET C-304
12" X 8" TEE, 8" GV
(2) 2" CAPS8" CAP
8" x 2" SERVICE SADDLE
2" LINESTOP
CONTRACTOR TO ENSURE SERVICE CONNECTION IS NOT
INTERRUPTED BY PROVIDING TEMPORARY BYPASS
WATER TO CUSTOMERS DURING CONSTRUCTION
2" LINESTOP
CONTRACTOR TO ENSURE SERVICE CONNECTION IS NOT
INTERRUPTED BY PROVIDING TEMPORARY BYPASS
WATER TO CUSTOMERS DURING CONSTRUCTION
2" GV
(4) 12" 45° BENDS
CONNECT TO EXISTING 12"
WM WITH 12" TAPPING
SLEEVE AND VALVE
12" LINESTOP, CUT,
GROUT FILL, AND CAP
50'
125
130
135
140
145
150
125
130
135
140
145
150
128+08 128+75
125
130
135
140
145
150
125
130
135
140
145
150
25+00 26+00 27+00 28+00 29+00 29+28
13
8
.
2
13
8
.
4
13
8
.
7
13
8
.
9
13
9
.
1
13
9
.
4
13
9
.
7
14
0
.
0
14
0
.
2
14
0
.
5
14
0
.
8
14
1
.
0
14
1
.
1
14
1
.
2
14
1
.
4
14
1
.
5
14
1
.
7
14
1
.
9
14
1
.
9
45.00° BEND
STA 29+26
STA 128+09
6" SS LATERAL
6" SS LATERAL6" SS LATERAL
6" SS LATERAL
1/2" UGFBO
1/2" UGFBO
6" W 1" W
2" W
1" W 1" W
1" W
2" W
EXISTING GRADE
8" S STUB OUT
6" MIN 6" MIN
6" MIN
3' MIN
8" S STUB OUT12" MIN
12" MIN
3' MIN
WA
T
E
R
S
E
R
V
I
C
E
CO
N
N
E
C
T
I
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N
ST
A
2
5
+
8
8
.
0
0
WA
T
E
R
S
E
R
V
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N
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C
T
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ST
A
2
6
+
5
4
.
5
9
WA
T
E
R
S
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R
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C
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N
N
E
C
T
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O
N
ST
A
2
8
+
4
1
.
7
7
47
53
54
59
61
56
12
"
x
6
"
T
E
E
F
O
R
H
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D
R
A
N
T
ST
A
2
8
+
8
5
.
0
0
WA
T
E
R
S
E
R
V
I
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CO
N
N
E
C
T
I
O
N
ST
A
2
5
+
1
4
.
2
7
12
"
x
2
"
S
E
R
V
I
C
E
SA
D
D
L
E
ST
A
2
5
+
9
2
.
0
0
WA
T
E
R
S
E
R
V
I
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C
O
N
N
E
C
T
I
O
N
ST
A
2
7
+
4
8
.
0
8
6" MIN
6" SS LATERAL57
6" SS LATERAL
51
45 46
48
49
50
52
11.25° BEND
STA 26+81
11.25° BEND
STA 27+02
3' MIN
60
3' MIN
11.25° BEND
STA 29+15
11.25° BEND
STA 29+08
11.25° BEND
STA 28+97
11.25° BEND
STA 28+89
5855
12"x6" TEE
STA 29+04
12" GV
12" GV
12" GV
12" GV
12" DI W 72.01'
12" DI W 3.43'
12" DI W 86.73'
12"
D
I
W
1
9
.
1
2
'
12" DI W 7.19'
12" DI W 5.68'
12" DI W 2.44'
12" DI W 6.36'
12" MIN
11.25° BEND
STA 25+49
11.25° BEND
STA 25+65
3' MIN
12" DI W 24.71'
12" DI W 14.87'
3' MIN
12" DI W 10.10'
12" DI W 180.76'
13
9
.
1
13
8
.
3
13
8
.
4
12" DI W 4.69'
12" DI W 37.98'
12" DI W 10.88'
CONNECT TO EXISTING 12" WM
W/ 12" TAPPING SLEEVE AND VALVE
12" DI W 37.98'
45.00° BEND
STA 29+26
STA 128+09
45.00° BEND
STA 128+15
45.00° BEND
STA 128+54
45.00° BEND
STA 128+55
45.00° BEND
STA 128+67
45.00° BEND
STA 128+69
2" GAS
1/2" UGFBO 6" W
6" W
6" MIN
6" MIN12" S
J:
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|
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3 4
CA
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DE
S
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N
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D
:
DRAWING
RE
V
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I
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S
NO
AP
P
'
D
DA
T
E
SU
B
M
I
S
S
I
O
N
:
5
PLAN
SCALE: 1"=20'
PROPOSED WATER MAIN PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
C
O
E
E
,
F
L
O
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I
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LA
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W
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A
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+
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C-105
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0
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2
7
5
1
X CROSSING NUMBER: SEE 12" WATER MAIN SEPARATION TABLE ON SHEET C-501
(2) 12" 45°
BENDS
1
1
1
1
1
Page 289 of 576
14+00 15+00 16+00 17+00 18+00 19+00 20+00
MA
T
C
H
LI
N
E
DW
G
C-
2
0
1
DW
G
C-
2
0
2
CO CO
CO
CO COCO
CO34"
20/10" TWIN
OH
E
OH
E
OH
E
X
X
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
O
H
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OHE OHE OHE OHE
O
H
E
OHE OHE
UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
G G G G G G G G G G G G G G G G G G G G G G G G G G G G
UGE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
18"
S INV (18"RCP) ELEV=128.78'
MEMORIAL MARKERMPH 25
SCB TOP OF GRATE ELEV=128.65'
S INV (15"RCP) ELEV= 126.18
IRC 1/2" LB 4596 (fnd)
X-CUT (fnd)
WATER
WATER
WATER
WATER
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545497.1210
E:482028.4270
ELEV:132.68' (NAVD 1988)
MON 4"X4" (fnd)
IP 1" (fnd)
WATER
WATER
X-CUT (fnd)
MEMORIAL MARKER
FM
FM
4' CHAIN LINK FENCE
4' CHAIN
LINK FENCE
STONE PLATER
5' METAL FENCE
4' BARBED-WIRE FENCE
LA
U
R
E
L
R
I
D
G
E
A
V
E
N
U
E
TRACT C
LIFT
STATION
950 N LAKEWOOD AVE
PID:07-22-28-0000-00-049
DOC#20180344043
922 N LAKEWOOD AVE
PID:07-22-28-0000-00-048
DOC#20180344043
914 N LAKEWOOD AVE
PID:07-22-28-0000-00-062
DOC#20190549959
ZACK INVESTMENTS
LAKEWOOD AVENUE LLC
PID:7-22-28-0000-00-090
DOC#20180523897
1094 N LAKEWOOD AVE
PID:08-22-28-0000-00-072
DOC#20240000886
1079 N LAKEWOOD AVE
PID:08-22-28-0000-00-082
DOC#20140212727
915 CLARCONA OCOEE RD
PID:08-22-28-0000-00-017
DOC#20120018967
911 CLARCONA OCOEE RD
PID:08-22-28-0000-00-018
DOC#20020623775
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544881.6580
E:482058.2010
ELEV:127.89' (NAVD 1988)
5' METAL FENCE
N&D NO ID (fnd)N&D NO ID (fnd)
5' WIDE CONC SIDEWALK 5' WIDE CONC SIDEWALK
EDGE OF
ASPHALT ROAD
CONCRETE
DRIVEWAY
DIRT DRIVE WAY
CONCRETE
CONCRETE
DRIVEWAY
CONCRETE DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE DRIVEWAY
SCB TO OF GRATE ELEV=127.09'
N INV (24"RCP) ELEV=124.29
S INV (24"RCP) ELEV=124.19
SCB TOP OF GRATE ELEV=129.34'
N INV (18"RCP) ELEV=126.79
E INV (24"RCP) ELEV=126.70
S INV (24"RCP) ELEV=126.59
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545170.7030
E:482058.1970
ELEV:130.40' (NAVD 1988)
10' LANDSCAPE, UTILITY,
WALL & SIGNAGE
EASEMENT(P)
5' ADDITIONAL R/W(P)
129
129
130
130
131
131
132
132 133
SMH-7SMH-6 (PHASE 1)12" PVC S12" PVC S
PHASE 2 DESIGN
SEE PHASE 1
DRAWING
SET FOR
CONTINUATION
B-5B-6
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET
C-302
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-302
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET
C-302
REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
109 LAUREL RIDGE AVE
107 LAUREL RIDGE AVE
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT 6" CLEANOUT
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET C-302
MILL AND REPLACE 25' FROM
TRENCH BOTH DIRECTIONS
SMH C
8"
P
V
C
S
MILL AND REPLACE 25' FROM
TRENCH BOTH DIRECTIONS
SEE PLAN DETAIL
SHEET C-221
CORE AND CONNECT TO EXISTING SMH C
AT INVERT 130.32 TO FIT 8" PIPE
REMOVE AND REPLACE
DRIVEWAY (TYP)
6" CLEANOUT
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET C-302
MILL AND REPLACE
110
115
120
125
130
135
140
110
115
120
125
130
135
140
14+25 15+00 16+00 17+00 18+00 19+00 20+00 20+25
12
8
.
0
12
8
.
2
12
8
.
4
12
8
.
7
12
8
.
9
12
9
.
2
12
9
.
4
12
9
.
6
12
9
.
9
13
0
.
0
13
0
.
3
13
0
.
4
13
0
.
6
13
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.
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13
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.
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13
1
.
2
13
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.
4
13
1
.
5
13
1
.
7
13
2
.
0
13
2
.
3
13
2
.
5
13
2
.
7
13
3
.
0
13
3
.
2
EXISTING GRADE
12" S L=392' S=0.25%
SM
H
-
7
RI
M
E
L
.
=
1
3
1
.
2
8
ST
A
1
8
+
2
1
6
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R
12
"
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(
N
)
=
1
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3
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(
E
)
=
1
2
5
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7
8
8"
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3
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=
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4
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A
1
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+
2
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(
N
)
=
1
2
1
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9
4
12
"
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T
(
S
)
=
1
2
1
.
8
4
6" FM
24" SD1/2" UGFBO 8" W
2.5" W
12" S L=409' S=0.88%
2" W
SE
R
V
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C
E
L
A
T
E
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A
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Y
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A
1
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+
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1
.
6
8
SE
R
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A
1
5
+
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7
.
2
9
SE
R
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A
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A
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W
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E
ST
A
1
7
+
1
7
.
8
1
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
2
0
+
0
3
.
1
7
6" MIN1
2
3
4B4
5
SE
R
V
I
C
E
L
A
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A
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W
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ST
A
1
9
+
7
3
.
0
2
J:
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|
21
7
8
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|
1:
2
.
5
8
4
9
|
--
-
-
|
2/
2
6
/
2
0
2
6
3
:
1
7
:
1
6
P
M
|
JA
M
E
S
.
P
I
C
K
E
R
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G
LA
S
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S
A
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E
D
B
Y
:
JA
M
E
S
.
P
I
C
K
E
R
I
N
G
1/
2
1
/
2
0
2
6
3
:
5
7
P
M
AP
P
R
O
V
E
D
:
CH
E
C
K
E
D
:
CA
D
:
DA
T
E
:
1 2
PR
O
J
E
C
T
N
O
:
DA
T
E
:
3 4
CA
D
C
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R
D
:
DE
S
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E
D
:
DRAWING
RE
V
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N
S
NO
AP
P
'
D
DA
T
E
SU
B
M
I
S
S
I
O
N
:
5
PLAN
SCALE: 1"=20'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
C
O
E
E
,
F
L
O
R
I
D
A
LA
K
E
W
O
O
D
A
V
E
N
U
E
NO
R
T
H
G
R
A
V
I
T
Y
S
E
W
E
R
PH
A
S
E
2
PR
O
P
O
S
E
D
G
R
A
V
I
T
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S
E
W
E
R
PL
A
N
A
N
D
P
R
O
F
I
L
E
S
T
A
1
4
+
2
5
T
O
S
T
A
2
0
+
2
5
C-201
D.
M
E
T
Z
21
7
8
8
D.
M
E
T
Z
J.
H
O
G
A
N
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A
C
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40
7
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6
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1
7
7
6
|
w
w
w
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w
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h
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p
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c
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.
c
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m
60
1
S
L
A
K
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D
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T
I
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R
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A
D
,
S
U
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2
9
0
,
M
A
I
T
L
A
N
D
,
F
L
3
2
7
5
1
X CROSSING NUMBER: SEE SEPARATION TABLE ON SHEET C-501
Page 290 of 576
20+00 21+00 22+00 23+00 24+00 25+00 26+00
MA
T
C
H
LI
N
E
DW
G
C-
2
0
1
DW
G
C-
2
0
2
MA
T
C
H
LI
N
E
DW
G
C-
2
0
2
DW
G
C-
2
0
3
CO
CO
CO
CO
CO
CO CO
120+00
IRC 1/2" LB 7833 (fnd)IRC 1/2" LB 7833 (fnd)
ENTRANCE ONLY ENTRANCE ONLY STOP
WATER
STOP
N&D LB 6987 (fnd)
SCB TOP OF GRATE ELEV=134.83'
S INV (15"RCP) ELEV=131.54
DMH TOP OF LID ELEV=134.98'
N INV (34"X53"ERCP) ELEV=130.73
W INV (18"RCP) ELEV=130.93
E INV (48"CMP) ELEV=130.44
FM ARV
SCB TOP OF GRATE ELEV=134.62'
N INV (15"RCP) ELEV=130.82
E INV (38"X60" RCP) ELEV=130.82
S INV (34"X53"ERCP) ELEV=130.75
IRC 5/8" PSM 5205 (fnd)
IP 212 (fnd)IR 1/2" (fnd)
MITERED END SECTION
W INV (38"X60"ERCP) ELEV=131.10'
6"
13"10"6"
7"7"
12"12"
O
H
E
O
H
E
O
H
E
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO
UG
F
B
O
UG
F
B
O
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
O
H
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
U
G
F
B
O
UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545497.1210
E:482028.4270
ELEV:132.68' (NAVD 1988)
LIL LIGHTS
PRESCHOOL
OCOEE CHURCH
OF GOD
4' WOOD PICKET FENCE
4' WOOD
PICKET FENCE
4' CHAIN
LINK FENCEGATE
GATE
4' POST RAIL FENCE
4' PVC FENCE 4' PVC FENCE
DIRT DRIVE WAY
6
7
8910
16
T
H
A
V
E
N
U
E
11
NORTH OCOEE ADDITION NO. 1
PLAT BOOK 0, PAGE 68
11
1108 N LAKEWOOD AVE
PID:07-22-28-0000-00-050
DOC#20040681218
1104 N LAKEWOOD AVE
PID:07-22-28-0000-00-057
DOC#20190801059
1102 N LAKEWOOD AVE
PID:07-22-28-0000-00-060
DOC#20190801059
1079 N LAKEWOOD AVE
PID:08-22-28-0000-00-082
DOC#20140212727
1081 N LAKEWOOD AVE
PID:08-22-28-0000-00-053
ORB 49661, PG 4184
1085 N LAKEWOOD AVE
PID:08-22-28-0000-00-051
DOC#20160289785
950 N LAKEWOOD AVE
PID:07-22-28-0000-00-049
DOC#20180344043
MASK FAMILY TRUST
PID:07-22-28-0000-00-099
DOC#20200253532
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1546051.7920
E:482073.7180
ELEV:139.72' (NAVD 1988)
5' CHAIN-LINK
FENCE 5' CHAIN-LINK FENCE
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
BACK OF CURB
CONCRETE
DRIVEWAYCONCRETE
DRIVEWAY
17
T
H
A
V
E
N
U
E
CONCRETE DRIVEWAY
CONCRETE
DRIVEWAYCONCRETE
DRIVEWAY
ASPHALT DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
13
5
13
6
13
5
13
4
13
3
13
2
1
3
1
1
3
1
1
3
2
1
3
3
1
3
4
1
3
5
1
3
5
1
3
4
1
3
3
1
3
2
13
3
13
4
13
5
136
135
136
136
137
138
137
137
138
139
140
139
SMH-9SMH-8 12" PVC S12" PVC S12" PVC S 8" PVC S
8" PVC S
SMH-16
SMH-18
B-3B-4
ORANGE COUNTY ROWOCOEE ROW
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET
C-302
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET
C-302
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET
C-302
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-302
MILL AND REPLACE 50' FROM
TRENCH BOTH DIRECTIONS 3 FT TRENCH THEN START
MILL AND REPLACE
REMOVE AND REPLACE
CONCRETE SIDEWALK, SEE
DETAIL PW005 ON SHEET C-305 REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
1105 N LAKEWOOD AVE
1137 N LAKEWOOD AVE
6" CLEANOUT 6" CLEANOUT 6" CLEANOUT
6" CLEANOUT
8" PVC S
SMH-17
6" CLEANOUT
SERVICE LATERAL,
SEE DETAIL UT105
ON SHEET C-302
REMOVE AND REPLACE
DRIVEWAY (TYP)
6" CLEANOUT
SERVICE LATERAL,
SEE DETAIL UT105
ON SHEET C-302
MILL AND REPLACE MILL AND REPLACE
120
125
130
135
140
145
150
120
125
130
135
140
145
150
20+25 21+00 22+00 23+00 24+00 25+00 26+00 26+25
13
3
.
2
13
3
.
5
13
3
.
8
13
4
.
0
13
4
.
2
13
4
.
5
13
4
.
7
13
4
.
9
13
5
.
1
13
5
.
5
13
5
.
7
13
6
.
0
13
6
.
3
13
6
.
5
13
6
.
8
13
7
.
0
13
7
.
3
13
7
.
7
13
7
.
9
13
8
.
2
13
8
.
4
13
8
.
7
13
8
.
9
13
9
.
1
13
9
.
4
EXISTING GRADE
12" S L=339' S=1.83%
12" S L=409' S=0.88%
SM
H
-
9
RI
M
E
L
.
=
1
3
9
.
0
1
ST
A
2
5
+
6
9
7
'
R
12
"
I
N
V
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(
N
)
=
1
3
3
.
0
1
8"
I
N
V
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N
(
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)
=
1
3
3
.
2
6
12
"
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V
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T
(
S
)
=
1
3
2
.
9
1
SM
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8
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M
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L
.
=
1
3
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.
2
0
ST
A
2
2
+
3
0
6
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R
12
"
I
N
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N
(
N
)
=
1
2
6
.
7
0
8"
I
N
V
I
N
(
E
)
=
1
2
6
.
7
0
8"
I
N
V
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N
(
W
)
=
1
2
6
.
7
0
12
"
I
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V
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T
(
S
)
=
1
2
6
.
6
0
18" SD 1/2" UGFBO
1/2" UGFBO
SE
R
V
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C
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A
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R
A
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W
Y
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ST
A
2
3
+
9
0
.
9
2
SE
R
V
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ST
A
2
0
+
4
4
.
0
2
SE
R
V
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L
A
T
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A
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ST
A
2
1
+
2
5
.
2
1
SE
R
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C
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W
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A
2
4
+
6
1
.
1
0
6
7
8
SE
R
V
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C
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A
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A
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W
Y
E
ST
A
2
6
+
1
2
.
2
8
SE
R
V
I
C
E
L
A
T
E
R
A
L
WY
E
ST
A
2
0
+
8
8
.
0
2
12" MIN
7B
12" W
J:
\
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N
G
\
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2
1
7
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|
21
7
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|
1:
2
.
5
8
4
9
|
--
-
-
|
2/
2
6
/
2
0
2
6
3
:
1
8
:
0
4
P
M
|
JA
M
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S
.
P
I
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LA
S
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:
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M
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S
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P
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SU
B
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S
S
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:
5
PLAN
SCALE: 1"=20'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
C
O
E
E
,
F
L
O
R
I
D
A
LA
K
E
W
O
O
D
A
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U
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NO
R
T
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R
A
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S
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PH
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A
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5
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2
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C-202
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|
w
w
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.
c
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1
S
L
A
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D
E
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Y
R
O
A
D
,
S
U
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2
9
0
,
M
A
I
T
L
A
N
D
,
F
L
3
2
7
5
1
X CROSSING NUMBER: SEE SEPARATION TABLE ON SHEET C-501
Page 291 of 576
26+00 27+00 28+00 29+00 30+00 31+00 32+00
MA
T
C
H
LI
N
E
DW
G
C-
2
0
2
DW
G
C-
2
0
3
MA
T
C
H
LI
N
E
DW
G
C-
2
0
3
DW
G
C-
2
0
4
CO CO
CO CO CO
CO CO
CO
12
8
+
7
1
CO
STOP
WATER
STOP
FM
IRRIGATION
CITGO AND GAS PRICES
IRC 5/8" PSM 5205 (fnd)
IRC 5/8" PSM 5205 (fnd)
IRC 5/8" PSM 5205 (fnd)
IRC 5/8" PSM 5205 (fnd)
IRC 5/8" PSM 5205 (fnd)
MWMW
MW
MWMWMW
MW
MW
MW
37"
35"12"
24"
6"
13"10"6"
7"7"14"
10"
9"9"10"
8"
10"
7"9"6"6"6"7"
9"
8"7"
10"
15"
11"
10"
6"
6"8"6"9"
14"
9"
12"
8"10"
12"
8"
6"
6"12"4"4"17"
18"4"4"7"
MWMW
O
H
E
UGFBO UGFBO UGFBOUGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGE UGE UGE UGE UGE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OHE OHE OHE
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
U
G
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGF
B
O
UGFBO UGFBO UGFBO UGFBO
4' POST RAIL FENCE 4' POST RAIL FENCE
4' POST CHAIN FENCE
4' POST CHAIN FENCE
4' POST
CHAIN
FENCE
STONE PLANTER
BRICK WALL
10' D.U.W.L.E.(P)
TRACT "D"
10' ADDITIONAL R/W (P)
1
67891067
8
910
15
T
H
A
V
E
N
U
E
11
NORTH OCOEE ADDITION NO. 1
PLAT BOOK 0, PAGE 68
NORTH OCOEE ADDITION NO. 1
PLAT BOOK 0, PAGE 68
11
MASK FAMILY TRUST
PID:07-22-28-0000-00-099
DOC#20200253532
101 CLINGER COVE RD
LAKEWOOD MANOR
PLAT BOOK 72, PAGE 100
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1546358.9390
E:482064.2430
ELEV:142.01' (NAVD 1988)
EDGE OF ASPHALT ROAD
CONCRETE
DRIVEWAY
CONCRETE DRIVEWAY CONCRETE DRIVEWAY
CONCRETE DRIVEWAY
CONCRETE
DRIVEWAY
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
LANDSCAPE AREA
141
141
142
142
142
143
143
143 144
144
144
SMH-1012" PVC S
140
8" PVC S
12" PVC S
SMH-19
B-1B-2
OVERALL INFERRED
GROUNDWATER NADC PLUME
OVERALL INFERRED
GROUNDWATER GCTL PLUME
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-302
SERVICE LATERAL,
SEE DETAIL UT105
ON SHEET C-302
SERVICE LATERAL,
SEE DETAIL UT105
ON SHEET C-302
SERVICE LATERAL, SEE DETAIL
UT105 ON SHEET C-302
SERVICE LATERAL,
SEE DETAIL UT105
ON SHEET C-302
SMH-11
12" PVC FM
MILL AND REPLACE 50' FROM
TRENCH BOTH DIRECTIONS
6'
-
2
"
REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
3 FT TRENCH THEN START
MILL AND REPLACE
1137 N LAKEWOOD AVE 1143 N LAKEWOOD AVE 1149 N LAKEWOOD AVE 1155 N LAKEWOOD AVE 1161 N LAKEWOOD AVE 1167 N LAKEWOOD AVE 1207 N LAKEWOOD AVE 1399 N LAKEWOOD AVE
SERVICE LATERAL, SEE
DETAIL UT105 ON SHEET
C-302
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT 6" CLEANOUT
TO BE LINED PER DETAIL
UT101 ON SHEET C-304
TO BE LINED PER DETAIL
UT101 ON SHEET C-304
45° BENDS
45° BENDS
4' POST RAIL FENCE
MILL AND REPLACE 50' FROM
TRENCH BOTH DIRECTIONS
ROOT BARRIER
SERVICE LATERAL,
SEE DETAIL UT105
ON SHEET C-302
REMOVE AND REPLACE
DRIVEWAY (TYP)
4" FM
4" PV AND CAP
MILL AND REPLACE
HORIZONTALLY DIRECTIONAL DRILL 2" POLYETHYLENE
SINGLE METER RESIDENTIAL SERVICE CONNECTION
ENCASED IN A 4" POLYETHYLENE SLEEVE
SEE DETAILS UT206, UT207, AND UT208a
CONCRETE DRIVEWAY
REPAIR (TYP)
125
130
135
140
145
150
155
125
130
135
140
145
150
155
26+25 27+00 28+00 29+00 30+00 31+00 32+00 32+25
13
9
.
4
13
9
.
7
14
0
.
0
14
0
.
2
14
0
.
5
14
0
.
8
14
1
.
0
14
1
.
1
14
1
.
2
14
1
.
4
14
1
.
5
14
1
.
7
14
1
.
9
14
2
.
1
14
2
.
3
14
2
.
4
14
2
.
6
14
2
.
8
14
3
.
1
14
3
.
3
14
3
.
5
14
3
.
7
14
3
.
9
14
4
.
1
14
4
.
3
EXISTING GRADE
12" S L=351' S=0.46%
SM
H
-
1
0
RI
M
E
L
.
=
1
4
1
.
9
6
ST
A
2
9
+
2
0
6
'
R
12
"
I
N
V
I
N
(
N
)
=
1
3
4
.
7
1
8"
I
N
V
I
N
(
E
)
=
1
3
5
.
2
1
12
"
I
N
V
O
U
T
(
S
)
=
1
3
4
.
6
1
12" S L=144' S=0.35%
18" FM
6" W
SM
H
-
1
1
RI
M
E
L
.
=
1
4
2
.
9
6
ST
A
3
0
+
6
4
5
'
R
12
"
I
N
V
I
N
(
N
)
=
1
3
5
.
4
6
(
F
M
)
4"
I
N
V
I
N
(
E
)
=
1
3
5
.
4
6
(
F
M
)
12
"
I
N
V
O
U
T
(
S
)
=
1
3
5
.
2
1
12" PVC L = 241'
1" UGFBO
45.00° BENDS
STA 30+92
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
2
7
+
6
5
.
3
8
SE
R
V
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C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
2
6
+
6
5
.
2
8
SE
R
V
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C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
2
7
+
2
5
.
5
4
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
2
8
+
9
7
.
1
0
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
2
8
+
4
7
.
8
4
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
3
0
+
0
3
.
3
7
12" MIN
9 10
4
SE
R
V
I
C
E
L
A
T
E
R
A
L
W
Y
E
ST
A
2
8
+
0
3
.
5
3
12" W
J:
\
E
N
G
\
F
L
\
O
C
O
E
E
\
2
1
7
8
8
-
L
A
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W
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D
A
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A
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E
2
\
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2
1
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8
8
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-
P
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P
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.
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|
21
7
8
8
-
C
S
-
P
l
a
n
P
r
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f
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l
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I
I
I
|
1:
2
.
5
8
4
9
|
--
-
-
|
2/
2
6
/
2
0
2
6
3
:
1
8
:
5
9
P
M
|
JA
M
E
S
.
P
I
C
K
E
R
I
N
G
LA
S
T
S
A
V
E
D
B
Y
:
JA
M
E
S
.
P
I
C
K
E
R
I
N
G
2/
2
6
/
2
0
2
6
1
1
:
1
4
A
M
AP
P
R
O
V
E
D
:
CH
E
C
K
E
D
:
CA
D
:
DA
T
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:
1 2
PR
O
J
E
C
T
N
O
:
DA
T
E
:
3 4
CA
D
C
O
O
R
D
:
DE
S
I
G
N
E
D
:
DRAWING
RE
V
I
S
I
O
N
S
NO
AP
P
'
D
DA
T
E
SU
B
M
I
S
S
I
O
N
:
5
PLAN
SCALE: 1"=20'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
C
O
E
E
,
F
L
O
R
I
D
A
LA
K
E
W
O
O
D
A
V
E
N
U
E
NO
R
T
H
G
R
A
V
I
T
Y
S
E
W
E
R
PH
A
S
E
2
PR
O
P
O
S
E
D
G
R
A
V
I
T
Y
S
E
W
E
R
PL
A
N
A
N
D
P
R
O
F
I
L
E
S
T
A
2
6
+
2
5
T
O
S
T
A
3
2
+
2
5
C-203
RE
V
I
S
I
O
N
S
P
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C
I
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C
O
M
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A
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I
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A
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C
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AS
02
/
2
6
D.
M
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Z
21
7
8
8
D.
M
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T
Z
J.
H
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7
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6
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1
7
7
6
|
w
w
w
.
w
r
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p
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.
c
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60
1
S
L
A
K
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D
E
S
T
I
N
Y
R
O
A
D
,
S
U
I
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2
9
0
,
M
A
I
T
L
A
N
D
,
F
L
3
2
7
5
1
X CROSSING NUMBER: SEE SEPARATION TABLE ON SHEET C-501
X CROSSING NUMBER: SEE 12" FORCE MAIN SEPARATION TABLE ON SHEET C-501
1
1
1
Page 292 of 576
32+00 33+00 33+75
MA
T
C
H
LI
N
E
DW
G
C-
2
0
3
DW
G
C-
2
0
4
MWMW
MW
MWMW
MW
4"7"
MW
UG
F
B
O
UG
F
B
O
UGFBO UGFBOUGFBOUGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO
UGE
OHE OHE OHE OHE OHE OHE
G G G G G G
UGFBO UGFBO UGFBO UGFBO UGFBO
TEST HOLE 10
SET N/D "L&S TEST HOLE"
FORCEMAIN - 12" HDPE
T.C. FORCEMAIN=-7.07'
N: 1546722.86
E: 482064.13
ELEV: 145.07
CALC TEST HOLE #6
N&D CPH 7143 (fnd)
N&D PSM 5792 (fnd)
WATERWATER
WATER
STOP
STOP
FM
FM
FM
FM STOP
STOP
IRRIGATION
SCB TOP OF GRATE ELEV=146.49'
FM
WATER
FM
5' CHAIN LINK FENCE
STONE PLANTER
BRICK WALL
STONE PLANTER
ABOVE GROUND
CL
I
N
G
E
R
C
O
V
E
R
O
A
D
10' D.U.W.L.E.(P)
TRACT "D"
10' ADDITIONAL
R/W (P)
38
10116
WU
R
S
T
R
O
A
D
(
F
)
14
T
H
A
V
E
N
U
E
(
P
)
1399 N LAKEWOOD AVE
NORTH OCOEE ADDITION NO. 1
PLAT BOOK 0, PAGE 68
NORTH OCOEE ADDITION NO. 1
PLAT BOOK 0, PAGE 68
147 PARKER COVE CT
LAKEWOOD MANOR
PLAT BOOK 72, PAGE 100
101 CLINGER COVE RD
LAKEWOOD MANOR
PLAT BOOK 72, PAGE 100
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1546773.1960
E:482015.0010
ELEV:144.71' (NAVD 1988)
LANDSCAPE AREA
NORTH LAKEWOOD AVENUE
(OCOEE CLARCONA ROAD)
LANDSCAPE AREA
145
145
145
146
14
4
144
145
14
4
145
B-1
OVERALL INFERRED
GROUNDWATER NADC PLUME
OVERALL INFERRED
GROUNDWATER GCTL PLUME
FM
FM
45° BEND
12" PVC FM45° BEND
45° BEND
45° BEND
6'
-
6
"
1'
-
8
"
REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
REMOVE AND REPLACE
CONCRETE SIDEWALK,
SEE DETAIL PW005 ON
SHEET C-305
8"x8" TAPPING SADDLE, 8" GV,
AND 8" PV PER DETAIL UT107
8"
P
V
C
F
M
8"x12" REDUCER
100 WURST RD
FM
MILL AND REPLACE 50' FEET FROM
TRENCH BOTH DIRECTIONS
MILL AND REPLACE 50' FEET FROM
TRENCH BOTH DIRECTIONS
12" RCW
25
'
-
0
"
125
130
135
140
145
150
155
125
130
135
140
145
150
155
32+00 33+00 33+75
14
4
.
1
14
4
.
3
14
4
.
6
14
4
.
9
14
5
.
1
14
5
.
2
EXISTING GRADE
12" FM
12" PVC L = 241'
12" W
12" W
1/2" UGFBO
1/2" UGFBO
45.00° BEND
STA 33+53
45.00° BEND
STA 33+02
45.00° BEND
STA 32+47
45.00° BEND
STA 32+26
5 6
9
8
7
5B
12" RCW
J:
\
E
N
G
\
F
L
\
O
C
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2
1
7
8
8
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P
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|
21
7
8
8
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C
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P
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a
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f
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I
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|
1:
2
.
5
8
4
9
|
--
-
-
|
2/
2
6
/
2
0
2
6
3
:
1
9
:
4
2
P
M
|
JA
M
E
S
.
P
I
C
K
E
R
I
N
G
LA
S
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D
B
Y
:
JA
M
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S
.
P
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C
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2/
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2
:
5
7
P
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AP
P
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:
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:
CA
D
:
DA
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:
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DA
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3 4
CA
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:
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NO
AP
P
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D
DA
T
E
SU
B
M
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S
S
I
O
N
:
5
PLAN
SCALE: 1"=20'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 20 40
CI
T
Y
O
F
O
C
O
E
E
,
F
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A
LA
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5
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5
C-204
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M
M
E
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T
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I
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A
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C
E
AS
02
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6
D.
M
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7
8
8
D.
M
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T
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H
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R
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A
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9
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A
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5
1
X CROSSING NUMBER: SEE 12" FORCE MAIN SEPARATION TABLE ON SHEET C-501
1
Page 293 of 576
22
+
0
0
40+00 40+82
IRC 1/2" LB 7833 (fnd)
N&D LB 6987 (fnd)
12"
OHE OHE
OHE
OHE
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UGFBOUGFBOUGFBOUGFBO
U
G
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
G
G
G
G
G
G
G
G
132
134
136
134
134
132
1
3
6
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
SCB TOP OF GRATE ELEV=134.83'
S INV (15"RCP) ELEV=131.54
DMH TOP OF LID ELEV=134.98'
N INV (34"X53"ERCP) ELEV=130.73
W INV (18"RCP) ELEV=130.93
SCB TOP OF GRATE ELEV=134.62'
N INV (15"RCP) ELEV=130.82
E INV (38"X60" RCP) ELEV=130.82
S INV (34"X53"ERCP) ELEV=130.75
17TH AVENUE
AS
P
H
A
L
T
D
R
I
V
E
W
A
Y
B-4
SMH-16SMH-8
12
"
P
V
C
S
MITERED END SECTION
W INV (38"X60"ERCP) ELEV=131.10'
8" PVC S
NO
R
T
H
L
A
K
E
W
O
O
D
A
V
E
N
U
E
(O
C
O
E
E
C
L
A
R
C
O
N
A
R
O
A
D
)
SMH-17
115
120
125
130
135
140
145
115
120
125
130
135
140
145
40+00 40+82
13
5
.
7
13
5
.
0
13
5
.
3
13
6
.
1
13
6
.
2
SM
H
-
1
6
RI
M
E
L
.
=
1
3
6
.
2
6
ST
A
2
2
+
3
0
4
9
'
R
8"
I
N
V
O
U
T
(
W
)
=
1
2
6
.
8
3
SM
H
-
8
RI
M
E
L
.
=
1
3
5
.
2
0
ST
A
2
2
+
3
0
6
'
R
12
"
I
N
V
I
N
(
N
)
=
1
2
6
.
7
0
8"
I
N
V
I
N
(
E
)
=
1
2
6
.
7
0
8"
I
N
V
I
N
(
W
)
=
1
2
6
.
7
0
12
"
I
N
V
O
U
T
(
S
)
=
1
2
6
.
6
0
EXISTING GRADE
6" W
2" GAS
15" SD
8" S L=42' S=0.31%
SM
H
-
1
7
RI
M
E
L
.
=
1
3
5
.
9
0
ST
A
2
2
+
3
0
3
3
'
L
8"
I
N
V
O
U
T
(
E
)
=
1
2
6
.
8
3
8" S L=39' S=0.33%
1/2" UGFBO
1/2" UGFBO
1/2" UGFBO
18" FM
8
9
7
5
64
3
26
+
0
0
50+00 50+39
OHEOHE UGFBOUGFBOUGFBO
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
G
G
G
G
G
G
G
UGFBO
14
0
IRC 5/8" PSM 5205 (fnd)
16TH AVENUE
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1546051.7920
E:482073.7180
ELEV:139.72' (NAVD 1988)
B-3
SMH-18SMH-9
12
"
P
V
C
S
8" PVC S
12
"
P
V
C
S
NO
R
T
H
L
A
K
E
W
O
O
D
A
V
E
N
U
E
(O
C
O
E
E
C
L
A
R
C
O
N
A
R
O
A
D
)
120
125
130
135
140
145
150
120
125
130
135
140
145
150
50+00 50+39
13
9
.
1
13
9
.
9
14
0
.
4
8" S L=39' S=0.54%
SM
H
-
1
8
RI
M
E
L
.
=
1
4
0
.
5
0
ST
A
2
5
+
6
9
4
6
'
R
8"
I
N
V
O
U
T
(
W
)
=
1
3
3
.
4
7
SM
H
-
9
RI
M
E
L
.
=
1
3
9
.
0
1
ST
A
2
5
+
6
9
7
'
R
12
"
I
N
V
I
N
(
N
)
=
1
3
3
.
0
1
8"
I
N
V
I
N
(
E
)
=
1
3
3
.
2
6
12
"
I
N
V
O
U
T
(
S
)
=
1
3
2
.
9
1
EXISTING GRADE
2" GAS
8" W
10
11
115
120
125
130
135
140
145
115
120
125
130
135
140
145
30+00 30+77
SM
H
-
7
RI
M
E
L
.
=
1
3
1
.
2
8
ST
A
1
8
+
2
1
6
'
R
12
"
I
N
V
I
N
(
N
)
=
1
2
3
.
0
0
8"
I
N
V
I
N
(
E
)
=
1
2
5
.
7
8
8"
D
R
O
P
I
N
V
I
N
(
E
)
=
1
2
3
.
3
8
12
"
I
N
V
O
U
T
(
S
)
=
1
2
2
.
9
0
SM
H
C
ST
A
1
8
+
2
1
8
3
'
R
RI
M
E
L
.
=
1
3
4
.
8
5
IN
V
I
N
(
E
)
=
1
3
0
.
4
2
IN
V
I
N
(
S
W
)
=
1
3
0
.
3
2
8"
I
N
V
O
U
T
(
W
)
=
1
3
0
.
3
2
2" GAS
6" W
8" S L=7
7
'
S
=
5
.
9
2
%
EXISTING GRADE
13
1
.
3
13
2
.
1
1
2
DROP CONNECTION
SEE DETAIL UT102 ON SHEET C-304
18
+
0
0
30+00 30+77
X-CUT (fnd)
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
G
G
G
G
G
G
G
UG
E
N&D NO ID (fnd)
N&D NO ID (fnd)
LA
U
R
E
L
R
I
D
G
E
A
V
E
N
U
E
50
'
R
/
W
PL
A
T
B
O
O
K
5
4
,
P
A
G
E
(
S
)
4
7
-
5
0
B-5
SMH-7 SMH C
CORE AND CONNECT TO EXISTING SMH C
AT INVERT 130.32 TO FIT 8" PIPE
J:
\
E
N
G
\
F
L
\
O
C
O
E
E
\
2
1
7
8
8
-
L
A
K
E
W
O
O
D
A
V
E
G
R
A
V
I
T
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S
E
W
E
R
P
H
A
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E
2
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D
R
A
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4
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2
6
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6
3
:
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2
0
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M
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T
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PR
O
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:
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CA
D
C
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DE
S
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D
:
DRAWING
RE
V
I
S
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O
N
S
NO
AP
P
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D
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T
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SU
B
M
I
S
S
I
O
N
:
5
ST
U
B
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O
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A
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D
F
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R
C
E
M
A
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N
P
L
A
N
S
A
N
D
P
R
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I
L
E
S
I
CI
T
Y
O
F
O
C
O
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E
,
F
L
O
R
I
D
A
LA
K
E
W
O
O
D
A
V
E
N
U
E
NO
R
T
H
G
R
A
V
I
T
Y
S
E
W
E
R
PH
A
S
E
2
C-211
D.
M
E
T
Z
21
7
8
8
D.
M
E
T
Z
J.
H
O
G
A
N
CO
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
40
7
.
9
0
6
.
1
7
7
6
|
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w
w
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w
r
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p
i
e
r
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c
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1
S
L
A
K
E
D
E
S
T
I
N
Y
R
O
A
D
,
S
U
I
T
E
2
9
0
,
M
A
I
T
L
A
N
D
,
F
L
3
2
7
5
1
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
PLAN
SCALE: 1"=10'
PLAN
SCALE: 1"=10'
0 10 2001020
NN
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
PLAN
SCALE: 1"=10'
0 10 20
N
X CROSSING NUMBER: SEE STUB OUT
SEPARATION TABLE ON SHEET C-501
Page 294 of 576
8"
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
OH
E
OHE
G
G
G
G
G
G
G
142
14
2
142
1
4
2
14
2
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1546358.9390
E:482064.2430
ELEV:142.01' (NAVD 1988)
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
15TH AVENUE
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1546358.9390
E:482064.2430
ELEV:142.01' (NAVD 1988)
CONCRETE
DRIVEWAY
B-2
29
+
0
0
60+00 60+31
128+71
SMH-19SMH-10
12
"
P
V
C
S
8" PVC S
12
"
P
V
C
S
NO
R
T
H
L
A
K
E
W
O
O
D
A
V
E
N
U
E
(O
C
O
E
E
C
L
A
R
C
O
N
A
R
O
A
D
)
125
130
135
140
145
150
155
125
130
135
140
145
150
155
60+00 60+35
14
2
.
0
14
2
.
4
EXISTING GRADE
6" W
2" GAS
8" S L=31' S=0.83%
SM
H
-
1
9
RI
M
E
L
.
=
1
4
2
.
5
0
ST
A
2
9
+
2
0
3
8
'
R
8"
I
N
V
O
U
T
(
W
)
=
1
3
5
.
4
7
SM
H
-
1
0
RI
M
E
L
.
=
1
4
1
.
9
6
ST
A
2
9
+
2
0
6
'
R
12
"
I
N
V
I
N
(
N
)
=
1
3
4
.
7
1
8"
I
N
V
I
N
(
E
)
=
1
3
5
.
2
1
12
"
I
N
V
O
U
T
(
S
)
=
1
3
4
.
6
1
12
13
12" W
12"
4"
4"
17"
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
U
G
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
E
UG
E
UG
E
UG
E
UG
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
G
G
G
G
G
G
G
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
31
+
0
0
70+00 70+30
SMH-11
NO
R
T
H
L
A
K
E
W
O
O
D
A
V
E
N
U
E
(O
C
O
E
E
C
L
A
R
C
O
N
A
R
O
A
D
)
1
4
3
12
"
P
V
C
S
12
"
F
M
12" FM
45° BENDS
45° BENDS
125
130
135
140
145
150
155
125
130
135
140
145
150
155
70+00 70+35
14
3
.
2
14
3
.
2
1/2" UGFBO
1/2" UGFBO
12" W
3
1
2
12" FM 24.99'
MW
MW
MW
17"
18"
4"
4"
MW
MW
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
U
G
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
U
G
F
B
O
UG
F
B
O
U
G
F
B
O
UG
F
B
O
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
OH
E
OH
E
OH
E
OH
E
OHEOHEOHE
OH
E
OH
E
G
G
G
G
G
G
G
1
4
4
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
U
G
F
B
O
UG
F
B
O
UG
F
B
O
4'
P
O
S
T
C
H
A
I
N
F
E
N
C
E
PA
G
E
1
0
0
31
+
0
0
NO
R
T
H
L
A
K
E
W
O
O
D
A
V
E
N
U
E
(O
C
O
E
E
C
L
A
R
C
O
N
A
R
O
A
D
)
14
4
12
"
F
M
12" x 2" SERVICE SADDLE
J:
\
E
N
G
\
F
L
\
O
C
O
E
E
\
2
1
7
8
8
-
L
A
K
E
W
O
O
D
A
V
E
G
R
A
V
I
T
Y
S
E
W
E
R
P
H
A
S
E
2
\
_
D
R
A
W
I
N
G
S
\
C
I
V
\
2
1
7
8
8
-
S
T
U
B
P
R
O
F
I
L
E
S
I
I
.
D
W
G
|
21
7
8
7
-
S
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N
0 10 20
PLAN
SCALE: 1"=10'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
N
0 10 20
PLAN
SCALE: 1"=10'
PROFILE
SCALES
VERT:1"=4'
HORIZ:1"=20'
X CROSSING NUMBER: SEE STUB OUT
SEPARATION TABLE ON SHEET C-501
X CROSSING NUMBER: SEE 12" FORCE MAIN
SEPARATION TABLE ON SHEET C-501
N
0 10 20
PLAN
SCALE: 1"=10'
1
1
Page 295 of 576
BUSHES
(2) TRANSFORMERS TO REMAIN
MATCH
LINE
C-
1
0
3
C-
2
2
1
6" FM
8"
S
CORE EXISTING MANHOLE PER SHEET C-201
2" W
2" W
18"
S
ELECTRICAL BOX
ABOVE GRADE BACKFLOW
PREVENTER TO REMAIN
6' BRICK WALL
TO REMAIN
TO REMAIN
6"
F
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5
LIFT STATION 46 DEMOLITION PLAN
SCALE: N.T.S.
N
LI
F
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A
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6
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C-221
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1
DEMOLITION NOTES
1.6' BRICK WALL AND ALL VEGETATION (BUSHES) ARE TO BE PROTECTED AND REMAIN.
2.ELEVATIONS ARE FROM THE FOREST RIDGE AS BUILT DRAWINGS CREATED BY NEAL HILER ENGINEERING INC. ARE
APPROXIMATE AND SHOULD BE FIELD VERIFIED
MODIFY EXISTING MANHOLE PLUGGING THE SOUTHWEST INVERT AND CORING THE WEST INVERT.
1 CUT, CAP AND GROUT FILL EXISTING 6" FORCE MAIN.
2
3
4
GROUT FILL EXISTING 8" GRAVITY SEWER.
SAW CUT, REMOVE, AND REPLACE PAVEMENT WITH SOD PER SPECIFICATION SECTION 02480.
5 REMOVE CHAIN LINK FENCE AND GATE.
6 EXISTING VALVE VAULT SHALL BE REMOVED AND DISPOSED OF. ALL VALVES AND APPURTENANCES SHALL BE
REMOVED AND PROVIDED TO THE CITY.
7 EXISTING WET WELL SHALL BE ABANDONED IN PLACE. ALL EQUIPMENT INCLUDING PUMPS, LEVEL SWITCHES, AND
ELBOWS SHALL BE REMOVED AND PROVIDED TO THE CITY. CONCRETE TOP AND UPPER FOUR (4') FEET OF WALL
CASING SHALL BE REMOVED AND DISPOSED OF. REMAINING STRUCTURE SHALL BE FILLED WITH SUITABLE FILL
MATERIAL.
8 EXISTING ELECTRICAL CABINET AND PLC PANEL SHALL BE REMOVED AND ALL COMPONENTS SHALL BE PROVIDE TO
THE CITY FOR SALVAGE. CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY TO REMOVE MAINLINE POWER
FEED TO THE LIFT STATION INCLUDING METER CAN AND TRANSFORMER.
9 REMOVE AND DISPOSE OF WATER METER AND BACK FLOW PREVENTER SYSTEM.
10
11
CUT, CAP AND GROUT FILL EXISTING 2" WATER SERVICE.
4
6
9
8
5
7
8
2
10
3
1
9
WATER METER
PAVEMENT & FENCE
CONTROL PANEL
WET WELL & VALVE VAULT
8
6
7
4
5
REMOVE AND DISPOSE OF 4" ROCK BEDDING AND REPLACE WITH SUITABLE BACKFILL AND SOD (TYP).
11
5
5
7
3
1
PUMP STATION SECTION
SCALE: N.T.S.
HIGH LEVEL ALARM ELEV. X
LAG PUMP ON ELEV. W
LEAD PUMP ON ELEV. V
BOTH PUMPS OFF ELEV. U
MIN 3/4 DIA. x 11" STAINLESS
STEEL ANCHOR BOLTS TO EXTEND
7" INTO BASE
GROUT
GRAVEL
#6-12 O.C. E.W.
ELEV. T
24 VOLT FLOAT LIQUID
LEVEL CONTROLS
ELEV. Z
SHOWN ROTATED
90° FOR CLARITY
A
POWER CABLE
2" DIA. SCH. 40
STAINLESS STEEL PIPE
MIN 3/8" HEAVY DUTY
STAINLESS STEEL LIFTING CHAIN
CHECK VALVE
GALVANIZED IRON 3" FLOOR
DRAIN. SLOPE OUTLET PIPE
1/2" PER FOOT.
2 - #4 BARS
DUCTILE IRON PIPE
(RESTRAINED JOINT)
PLUG VALVE W/ LEVER OPERATOR
STAINLESS STEEL PRESSURE GUAGE
PET COCK VALVE
ALUMINUM ACCESS HATCH W/ LOCKSET
AND RECESSED HANDLE
FLANGED RISER W/ BLIND FLANGE
STANDARD FLANGED TEE
ELEV. Y EXIST GRADE
#4 - 6"
0.C.E.W
4" D.I. VENT WITH VENT CAP
ALUMINUM ACCESS
HATCH W/ LOCKSET AND
RECESSED HANDLE
6
DU
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ON
L
Y
MIN. 18 L.F. D.I.
3"2"
B
2"
3"
3"
1 - 6"
60°
9"
MIN.
9"
MI
N
.
12
"
36
"
18
"
7
-
6
"
4"
4"
7"
12
"
MI
N
.
12" MIN.
12
"
11
8 9
BACKFLOW PREVENTOR TO REMAIN
1111
11
Page 296 of 576
Plug, Valve, Dead
Ends, Reducer,
or Branch of Tee
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C-301
D.
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Page 297 of 576
2
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C-302
Page 298 of 576
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TO NEAREST JOINT
COMPACTED SUBGRADE
UTILITY TRENCH,
SEE DETAIL
TO NEAREST JOINT
ROAD
EXISTING PAVEMENT
6" THICK 3,000 PSI
CONCRETE EXISTING CONCRETE
DRIVEWAY PAVEMENT
SAWCUT
CL
SAWCUT
CL
CONCRETE DRIVEWAY PAVEMENT REPAIR
SCALE: NOT TO SCALE
NOTES:
1.CONCRETE TO HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI.
2.USE 1/2" EXPANSION JOINT (PREFORMED JOINT FILLER) BETWEEN CONCRETE AND ALL OTHER FIXED OBJECTS.
MATCH EXISTING GRADE
PUBLIC ROADWAY PAVEMENT REPAIR DETAILS
SCALE: NOT TO SCALE
NOTES:
1.PAVEMENT REPAIR, PAVEMENT STRIPING, AND PAVEMENT MARKINGS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 02000.
2.MILLED SURFACE SHALL BE PROTECTED FROM TRAFFIC AND RAIN. IN ADDITION, THE PLACEMENT OF THE FIRST LIFT OF STRUCTURAL
COURSE SHALL OCCUR NO LATER THAN THE DAY AFTER THE SURFACE IS MILLED.
3.RESTORE PAVEMENT STRIPING AND PAVEMENT MARKINGS BACK TO ORIGINAL LAYOUT AND COLOR.
4.SP-19.0 STRUCTURAL COURSE LIFTS SHALL BE A MINIMUM OF 2 INCHES AND A MAXIMUM OF 4 INCHES
5.25' MINIMUM IS ACCEPTABLE SOUTH OF STA 21+00.
2"2"
3" TYPE SP-19.0 STRUCTURAL COURSE (TRAFFIC C)
EXISTING PAVEMENT
AGGREGATE SUB-BASE LAYER:
7" TYPE B-12.5 SUPERPAVE ASPHALT BASE
OR 14" LIMEROCK, LBR100 OR 5" TYPE
SP-19.0 STRUCTURAL COURSE (TRAFFIC C)
UTILITY TRENCH
SEE CITY OF OCOEE
PIPE BEDDING AND
TRENCH DETAIL UT001
INITIAL PAVEMENT REPAIR
EXISTING PAVEMENT
FINAL PAVEMENT REPAIR
UTILITY PARALLEL TO ROADWAY ℄
INITIAL PAVEMENT REPAIR
RO
A
D
℄
EDGE OF TRAVELED WAY
1" MILLING AND TACK COAT
1" TYP SP-9.5 STRUCTURAL COURSE (TRAFFIC C)
EXISTING PAVEMENT
FINAL PAVEMENT REPAIR
UTILITY PERPENDICULAR TO ROADWAY ℄
INITIAL PAVEMENT REPAIR
1" MILLING AND TACK COAT
1" TYP SP-9.5 STRUCTURAL COURSE (TRAFFIC C)
50' (MIN)
SEE NOTE 5
50"
(MIN)
SEE NOTE 5
* DIMENSION VARIES
PER CRITICAL
PROTECTION ZONE
DIMENSION VARIES PER
CRITICAL PROTECTION ZONE
WOOD 1 X 4 STRINGERS.
NAIL WOOD STRINGERS
SECURELY TO WOOD
POSTS.
*
NOTE: FOR GROUPS OF TREES, PLACE BARRICADES
BETWEEN TREES AND CONSTRUCTION ACTIVITY.
NOTES:
1.CRITICAL PROTECTION ZONE: THE AREA SURROUNDING A TREE WITHIN A CIRCLE DESCRIBED BY A
RADIUS OF ONE FOOT FOR EACH INCH OF THE TREE TRUNK DIAMETER AT 54" ABOVE FINISHED
GRADE. FOR GROUPS OF TREES, PLACE BARRICADES BETWEEN TREES AND CONSTRUCTION
ACTIVITY.
2.TREE PROTECTION BARRICADES SHALL BE LOCATED TO PROTECT A MINIMUM OF 75% OF THE
CRITICAL PROTECTION ZONE.
WOOD 2 X 4 POSTS
TREE TRUNK
SAFETY - ORANGE NYLON OR
POLYPROPYLENE TYPE FENCE
SECURELY AFFIX FENCE TO
STRINGER WITH STAPLES OR
NAILS
4' MINIMUM
HEIGHT
2' MINIMUM
DEPTH
EXISTING UNDISTURBED
SOIL
1 X 4 MINIMUM STRINGER
2 X 4 MINIMUM POSTS 12'
MAXIMUM SPACING
TREE PROTECTION BARRICADE
SCALE: NTS
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NARRATIVE
1.DESCRIPTION OF CONSTRUCTION ACTIVITY: INSTALLATION OF A NEW 12" GRAVITY SEWER LINE IN THE NORTH BOUND LANE OF LAKEWOOD AVENUE,
FROM LAUREL RIDGE AVENUE TO WURST ROAD.
2.SITE AREA INFORMATION:
TOTAL AREA OF THE SITE = 2.7 ACRES
TOTAL DISTURBANCE AREA = 0.82 ACRES
RUNOFF DATA:
RUNOFF COEFFICIENTS:
BEFORE = 0.75
DURING = VARIES FROM 0.75 TO 0.80
AFTER = 0.75
3.PROPOSED SEQUENCE OF LAND DISTURBING ACTIVITIES, INCLUDING SEQUENCE DURING THE CONSTRUCTION PROCESS IN WHICH THE MEASURES WILL
BE INSTALLED. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR PROPOSES A
DIFFERENT SEQUENCE THAT IS EQUAL OR APPROVED BY THE ENGINEER. FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER
CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE.
REMOVE PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.
A.CONSTRUCTION OF A GRAVITY SEWER SYSTEM
B.CONSTRUCTION OF STUB-OUTS FROM MAIN LINE
4.DESCRIPTION OF THE SOILS AND AN IDENTIFICATION OF THOSE THAT ARE HIGHLY ERODIBLE:
46 - TAVARES, FINE SAND
48 - TAVARES, FINE SAND-URBAN LAND COMPLEX
5.AFFECTED DRAINAGE AREAS AND MAJOR DISCHARGE POINTS:
N/A
6.LATITUDE AND LONGITUDE OF EACH MAJOR DISCHARGE POINT:
N/A
7.NAMES OF RECEIVING WATER(S):
STARKE LAKE
8.DESCRIPTION OF PROPOSED POLLUTION CONTROL MEASURES OR BMPS TO BE USED:
a.EROSION AND SEDIMENT CONTROL PRACTICES
MAINTAINING BUFFERS WITH ADJACENT WETLANDS, MAINTAINING HYDROLOGY OF ADJACENT WETLAND
b.STRUCTURAL CONTROL PRACTICES
THE FOLLOWING STRUCTURAL CONTROL PRACTICES HAVE BEEN DESIGNED INTO THIS PROJECT:
SLIT FENCE, CATCH BASIN FILTERS, LEVEL SPREADER, VEGETATED DRAINAGE SWALE
9.ESTIMATED CONSTRUCTION SCHEDULE:
START DATE = TBD
COMPLETION DATE = TBD
STABILIZATION SCHEDULE
CONSTRUCTION ACCESS ROAD = TBD
CLEARING AND GRUBBING = TBD
INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES = TBD
CONSTRUCTION OF SEDIMENT BASIN = TBD
SITE CONSTRUCTION & INTERIM EROSION CONTROL MEASURES = TBD
FINAL VEGETATION = TBD
10.THE CONTRACTOR RESPONSIBLE FOR THE BMP IMPLEMENTATION, INSPECTION, AND MAINTENANCE:
CONTRACTOR TO BE DETERMINED AT A LATER DATE THROUGH A PUBLIC BID PROCESS.
11.CALCULATIONS:
SUPPORTING CALCULATIONS FOR THE EROSION AND SEDIMENT CONTROL CAN BE FOUND WITHIN THE PROJECTS' ENVIRONMENTAL RESOURCE
PERMITS APPLICATION.
12.CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE,
AND LOCAL LAWS REGARDING EROSION AND TURBIDITY CONTROLS:
THE FOLLOWING PERMITS HAVE BEEN OBTAINED.
PERMIT # TBD
ACOE PERMIT # TBD
ENVIRONMENTAL RESOURCE PERMIT # TBD
13.INVENTORY FOR POLLUTION PREVENTION PLAN:
THE MATERIAL OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION:
CONCRETE, WOOD, FERTILIZERS, ASPHALT, MASONRY BLOCKS, PETROLEUM BASED PRODUCTS, TAR, ROOFING MATERIALS, CLEANING SOLVENTS,
DETERGENTS, METAL STUDS, PAINTS
RECORD REQUIREMENTS
THE CONTRACTOR SHALL, AT A MINIMUM, PERFORM AND DOCUMENT THE FOLLOWING RECORD KEEPING TASKS IN A REGULAR AND EXPEDIENT MANNER
WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING.
1.CONTRACTORS MUST RECORD THE FOLLOWING DATES:
A)WHEN MAJOR GRADING ACTIVITIES OCCUR
B)WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE
C)WHEN STABILIZATION (I.E. EROSION CONTROL) MEASURES BEGIN
2.CONTRACTORS ARE TO PROVIDE QUALIFIED INSPECTORS WHO HAVE KNOWLEDGE AND EXPERIENCE IN THE PRINCIPLES AND PRACTICE OF SEDIMENT
AND EROSION CONTROL AND CAN COMPLETE PROJECT SITE INSPECTIONS:
A)AT LEAST ONCE EVERY SEVEN (7) DAYS
B)WITHIN 24 HOURS AFTER THE END OF A STORM EVENT OF 0.50-INCHES OR MORE. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN
RAIN GAUGES AND RECORD THE DAILY RAINFALL.
C)WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL
ALSO INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN.
3. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND
AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE, AND LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS, OR
STORM WATER MANAGEMENT PLANS. COPIES OF THE INSPECTION REPORTS WILL BE SUBMITTED TO THE OWNER AND INCLUDE DOCUMENTATION OF
REMEDIAL ACTION TO ADDRESS SYSTEM FAILURES. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION
PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED.
THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE.
4.THE CONTRACTOR WILL PROVIDE THE OWNER A COPY OF THE NPDES PERMIT AND THE SWPPP.
INSPECTION AND MAINTENANCE REQUIREMENTS
EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS:
1.ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24
HOURS OF REPORT.
2.BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.
3.SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT
THE FENCE POSTS ARE FIRMLY IN THE GROUND.
4.CONSTRUCTION ENTRANCES WILL BE INSPECTED FOR DEPTH OF CRUSHED STONE BED AND FILTER FABRIC CONDITION.
5.THE SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF
THE DESIGN CAPACITY OR AT THE END OF THE JOB.
6.DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED.
7.TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
UPDATING REQUIREMENTS
1.THE STORMWATER POLLUTION PREVENTION PLANS (SWPPP) AND EROSION AND SEDIMENT CONTROL (E&SC) PLANS CONTAINED HEREIN PROVIDE ONLY
THE INITIAL AND MINIMUM REQUIREMENTS, AND PROJECT SPECIFIC STRUCTURAL BMPS NECESSARY FOR THIS PROJECT. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO MODIFY AND UPDATE THESE PLANS ACCORDING TO THEIR OPERATIONS ON SITE. IN ADDITION, THE CONTRACTOR SHALL REVISE
THESE DOCUMENTS:
a)WITHIN SEVEN CALENDAR DAYS FOLLOWING AN INSPECTION WHEN ADDITIONS AND/OR MODIFICATIONS TO BMPS ARE NECESSARY TO CORRECT
OBSERVED PROBLEMS.
b)WHENEVER A CHANGE IN THE DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE AT THE CONSTRUCTION SITE HAS A SIGNIFICANT EFFECT ON
THE DISCHARGE OF POLLUTANTS TO THE WATERS OF THE UNITED STATES NOT PREVIOUSLY ADDRESSED IN THE DOCUMENTS.
c)WHENEVER DISCHARGES ARE CAUSING WATER QUALITY “EXCEEDANCES” (AN EPA TERM) OR THE BMPS ARE INEFFECTIVE (TO AN EXTENT PRACTICAL)
IN MINIMIZING POLLUTANTS IN STORMWATER DISCHARGING FROM THE CONSTRUCTION SITE.
Page 302 of 576
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1
EROSION AND SEDIMENT CONTROL NOTES AND REQUIREMENTS
GENERAL REQUIREMENTS
1.THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION CONTROL
PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL
AND MAINTAIN THE CONTROLS AS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL,
STATE, AND LOCAL LAWS. REFER TO THESE EROSION AND SEDIMENT STABILIZATION PRACTICES FOR THE CONTROLS THAT MAY BE IMPLEMENTED.
2.THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED HEREIN AND THOSE MEASURES SHOWN IN THE
PLANS. IN ADDITION, THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED FOR COMPLIANCE WITH APPLICABLE PERMIT
CONDITIONS AND STATE WATER QUALITY STANDARDS DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTION. THE
CONTRACTOR SHALL APPLY FOR AND COMPLY WITH A FLORIDA NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL
OBTAIN WATER MANAGEMENT DISTRICT APPROVAL FOR DEWATERING PER FAC 40C22.
3.THE CONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND PAYING FOR THE PERMIT FEE FOR THE NOTICE OF INTENT (NOI) AND THE NOTICE OF
TERMINATION (NOT) FORMS.
4.TIMING OF CONTROLS/MEASURES. AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND HAY BALES, STABILIZED
CONSTRUCTION ENTRANCE AND SEDIMENT BASINS WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE
SEDIMENT BASINS AND THE EARTH BERM/SWALES REGRADED/REMOVED AND STABILIZED IN ACCORDANCE WITH THE EROSION CONTROL PLAN.
5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION
CONTROL PLAN. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND
FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION
CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL STATE AND LOCAL EROSION AND
SEDIMENT CONTROL PLAN AND AS REQUIRED TO MEET THE SEDIMENT AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE
REGULATORY AGENCIES, AND ORANGE COUNTY CODE CHAPTER 21.
EROSION AND SEDIMENT CONTROL - STABILIZATION PRACTICES
1.LOCATION OF STAKED SILT FENCE. STAKED SILT FENCE SHALL BE PLACED ALONG THE BOUNDARY OF FILL SLOPES, ALONG THE LIMITS OF CONSTRUCTION,
AND AROUND ALL PROPOSED INLETS AND STRUCTURES. SILT FENCE SHALL BE USED AROUND ALL EXCAVATED MATERIAL IN THEIR TEMPORARY
LOCATIONS DURING CONSTRUCTION.
2.LOCATION OF FLOATING TURBIDITY BARRIERS. FLOATING TURBIDITY BARRIERS SHALL BE PLACED DOWNSTREAM OF THE CULVERT REPLACEMENTS.
3.OFF-SITE VEHICLE TRACKING. LOADED HAUL TRUCKS SHALL BE COVERED WITH TARPAULIN. EXCESS DIRT ON THE ROAD SHALL BE REMOVED DAILY.
AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE DAMPENED WITH WATER AS REQUIRED FOR DUST CONTROL.
4.THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL DEVICES, AND REMOVAL OF EROSION
AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION. MAINTENANCE AND REPAIR REQUIRED FOR THE CONTROL AND ABATEMENT
OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE PROJECT COST.
5.DISTURBED, GRADED OR REGRADED AREAS SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, OR WITHIN 7 DAYS IF SUCH AREAS ARE
TO REMAIN IDLE FOR MORE THAN 7 DAYS.
6.STRAW BALE BARRIER: STRAW BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING
LIMITATIONS:
A.WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.
B.IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2.0 ACRES.
C.WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS.
D.EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS
THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT.
7.FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING
LIMITATIONS:
a.WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.
b.IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2.0 ACRES.
8.BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH
RESIDUE MATERIAL IS AVAILABLE ON SITE.
9.LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT-FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED
AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON
UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL SPREADER IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE AFTER
RELEASE.
10.STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE
INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY.
11.EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, ERODIBLE SOIL EXPOSED BY CLEARING GRUBBING OPERATIONS OR EXCAVATION AND
FILLING OPERATIONS SHALL NOT EXCEED 2.0 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN
WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREA WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS.
12.TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND
RECEIVE FINAL GRASSING TREATMENT WITHIN 21 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS. SPECIES WHICH WILL PROVIDE AN EARLY
COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPLETE WITH THE PERMANENT GRASSING.
13.TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 7 ABOVE SHALL
ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 150 MM LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA
ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH OR HYDROMULCHED.
14.TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE
METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
15.TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT
GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER.
16.MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING
THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED.
17.PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE
OFFSITE FACILITIES.
18.PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST
PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 6:1 SHALL BE SODDED.
19.WHERE SODDING IS CALLED FOR IN THE PLANS, SOD THAT IS PLACED ON SLOPES OF 3:1 OR GREATER SHALL BE PEGGED.
20.OFFSITE VEHICLE TRACKING: STABILIZED CONSTRUCTION ACCESS DRIVES SHALL BE CONSTRUCTED AT ALL POINTS ENTERING AND EXITING THE PROJECT
SITE FROM PAVED ROADS. CONSTRUCTION ACCESS DRIVES SHALL HAVE A MINIMUM 6 INCH THICKNESS OF DURABLE ROCK OVER A FILTER FABRIC FREE
OF TEARS AND FIRMLY SECURED. ACCESS DRIVES SHALL BE REMOVED AND RESTORED AT THE COMPLETION OF THE PROJECT.
EROSION AND SEDIMENT CONTROL - WASTE AND MATERIAL CONTROLS
1.WASTE MATERIALS: ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A METAL DUMPSTER. THE DUMPSTER
WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE
HAULED TO A STATE APPROVED LANDFILL ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES
STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES
THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. LAND CLEARING DEBRIS CAN BE
BURNED IN ACCORDANCE WITH STATE AND ORANGE COUNTY CODE CHAPTER 15.
2.HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE
MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES
DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. THE CONTRACTOR SHALL PROVIDE A LIST OF
TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION, APPLICATION, MIGRATION,
STORAGE, AND DISPOSAL OF THESE SUBSTANCES.
3.SANITARY WASTE: ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL
BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS.
4.PAVED AREAS ADJACENT TO ALL CONSTRUCTION ACCESS POINTS SHALL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM
THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARP.
5.SPILL PREVENTION: THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER
ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORMWATER RUNOFF.
a.GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT.
i.AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB.
ii.ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A
ROOF OR OTHER ENCLOSURE.
iii.PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL.
iv.SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.
v.WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER.
vi.MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED.
vii.THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL.
b.HAZARDOUS MATERIALS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS.
i.HAZARDOUS MATERIALS AND/OR TOXIC SUBSTANCES SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO THE EPA'S STANDARD
PRACTICES, THE MANUFACTURER'S RECOMMENDATION OR IN ACCORDANCE WITH STATE AND LOCAL REQURIEMENTS.
ii.THE CONTRACTOR SHALL MAINTAIN COPIES OF THE MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH HAZARDOUS MATERIAL PROPOSED FOR
USE ON THE PROJECT. BECAUSE STATE LAW DOES NOT TREAT PETROLEUM PRODUCTS THAT ARE PROPERLY CONTAINERIZED AND INTENDED FOR
EQUIPMENT USE ON THE PROJECT AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED A MSDS SUBMITTAL.
iii.PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS.
iv.MATERIALS WILL BE STORED IN ACCORDANCE WITH ORANGE COUNTY CODE CHAPTER 32.
v.ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED AND AVAILABLE ON SITE.
c.PRODUCT SPECIFIC PRACTICES: THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE:
i.PETROLEUM AND LUBRICANT PRODUCTS. ALL ONSITE VEHICLES AND EQUIPMENT (I.E. - DEWATERING PUMPS) WILL BE MONITORED FOR LEAKS
AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. FLUID PRODUCTS WILL BE STORED IN TIGHTLY
SEALED CONTAINERS WHICH ARE CLEARLY LABELED. CONTAINMENT BERMS WILL WE CONSTRUCTED AROUND ALL FUEL STORAGE TANKS USED
FOR CONSTRUCTION. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
ii.FERTILIZERS. FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER AND IN
ACCORDANCE WITH ORANGE COUNTY CODE CHAPTER 15 ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO
STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO
A SEALABLE PLASTIC BIN TO AVOID SPILLS.
iii.PAINTS. ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL BE PROPERLY DISPOSED OF
ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
iv.CONCRETE TRUCKS. CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER TO
DITCHES, PONDS OR OTHER WATERWAYS. WASHWATER SHALL BE COLLECTED IN A TEMPORARY SETTLING POND.
EROSION AND SEDIMENT CONTROL - SPILL CONTROLS
1.SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THIS PLAN, THE
FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:
A.MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE
AWARE OF THE METHODS AND POSTED LOCATION.
2.MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS
WILL INCLUDE, BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, OIL BLANKETS, GLOVES, GOGGLES, LIQUID ABSORBENT (I.E. KITTY LITTER OR
EQUAL), SAND SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP
IMMEDIATELY AFTER DISCOVERY, BY THE CONTRACTOR.
3.THE SPILL AREA WILL BE KEPT WILL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM
CONTACT WITH A HAZARDOUS SUBSTANCE.
4.SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED IMMEDIATELY TO OWNER AND ENGINEER.
5.THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN
UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
6.THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.
HE/SHE SHALL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL, WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS
SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP, THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE
POSED IN THE MATERIAL STORAGE AREA AND IF APPLICABLE, IN THE OFFICE TRAILER ONSITE.
Page 303 of 576
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SECTION B
SECTION A
SECTION BSECTION A
JOINING SILT FENCE SECTIONS
SCALE: "NTS"
SILT FENCE INSTALLATION DETAIL
SCALE: NTS
6'-0"(MAX)6'-0"(MAX)
2'
-
6
"
1'
-
0
"
(M
I
N
)
3'
-
6
"
(
M
I
N
)
3'-0" WIRE REINFORCED
SILTATION FABRIC W/ WIRE
MESH BACKING ATTACHED
TO WOOD POST
EXCAVATE TRENCH FOR
MIN 6"-OVERLAP FABRIC
AND BACKFILL WITH
EXCAVATED MATERIALS
WOOD
POSTS
EXISTING
GRADE
COUPLER
POLES
RUNOFF
FABRIC
WIDT
H
=
W
L
E
N
G
T
H
=
L
DE
P
T
H
=
D
NOTE:
INSTALL SILT SACK PER MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS. EMPTY OR REMOVE SEDIMENT FROM SILT SACK
WHEN RESTRAINT CORD IS NO LONGER VISIBLE. CLEAN, RINSE, AND
REPLACE AS NEEDED.
SILT SACK CATCH BASIN INLET
SCALE: NTS
1" REBAR FOR LIFTING
AND REMOVAL
DUMP STRAPPING, TYP
SILT SACK
AREA TO BE PROTECTED
WATER FLOW
WORK AREA
AREA TO BE PROTECTED
NOTES:
1.ALL MATERIAL TO MEET SPECIFICATIONS
2.SILT SOCK COMPOST/SOIL/ROCK/SEED FILL TO MEET
APPLICATION REQUIREMENTS
3.SILT SOCK DEPICTED IS FOR MINIMUM SLOPES. GREATER
SLOPES MAY REQUIRE LARGER SOCKS PER THE ENGINEER
4.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS
DETERMINED BY ENGINEER.
WORK AREA
COMPOST SILT SOCK
SCALE: NTS
SECTION
PLAN
3'
-
4
"
12
"
±
COMPOST SILT SOCK
STAKE ON 10'
LINEAL SPACING
2"x2'
WOODEN
STAKE
SILT SOCK
(12" TYP)
Page 304 of 576
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NOTES:
1.ELEVATION IS APPROXIMATE AND NEEDS TO BE FIELD VERIFIED.
2.PROPOSED BOTTOM EL OF GS.
3.NEGATIVE VALUES INDICATE THE PROPOSED PIPELINE IS CROSSING ABOVE THE UTILITY.
SEPARATION TABLE
Sheet
Number
Crossing
Number Stationing Pipe Being Crossed Pipe Material Pipe Size (in)Top of Pipe
EL
Bottom of
Pipe EL
Proposed Separation
to GS (ft)
Proposed top EL
of GS
Minimum
Seperation (ft)
C-201 1 15+30.00 UGFBO (1)Cable 0.5 125.75 125.71 2.44 123.27 1
C-201 2 16+94.00 Storm Drain RCP 24 128.90 126.90 3.28 123.62 1
C-201 3 17+25.82 Water Main DI 8 125.77 125.10 1.40 123.70 0.5
C-201 4 17+50.00 Water Main Metal 2.5 127.43 127.22 3.46 123.76 0.5
C-201 4B 17+51.28 Water Main DI 2 127.35 127.18 3.41 123.77 0.5
C-201 5 18+10.70 Force Main PVC 6 126.38 125.88 1.97 123.91 1
C-202 6 21+88.98 Storm Drain RCP 18 132.27 130.77 3.51 127.26 1
C-202 7 22+47.38 UGFBO (1)Cable 0.5 132.41 132.37 4.33 128.04 1
C-202 7B 22+77.00 Water Main DI 12 132.03 131.03 2.43 128.60 1
C-202 8 25+99.20 UGFBO (1)Cable 0.5 136.14 136.10 1.93 134.17 1
C-203 9 29+39.10 Water Main HDPE 6 139.51 139.01 3.17 135.84 1
C-203 10 30+33.88 Force Main PVC 18 138.98 137.48 1.17 136.31 1
STUB OUT SEPARATION TABLE
Sheet
Number
Crossing
Number Stationing Pipe Being Crossed Pipe
Material Pipe Size (in)Top of Pipe
EL
Bottom of
Pipe EL
Proposed
Separation to GS (ft)
Proposed top EL
of GS
Minimum
Seperation (ft)
C-211 1 30+07.67 Gas (1)PVC 2 129.92 129.75 3.52 126.23 1.0
C-211 2 30+15.23 Water Main PVC 6 129.00 128.50 1.85 126.65 1.5
C-211 3 40+00.60 UGFBO (1)Cable 0.5 134.00 133.96 6.44 127.52 1.5
C-211 4 40+05.48 UGFBO (1)Cable 0.5 134.00 133.96 6.45 127.51 1
C-211 5 40+12.86 UGFBO (1)Cable 0.5 134.00 133.96 6.49 127.47 1.5
C-211 6 40+14.96 Force Main (1)PVC 18 131.80 130.30 2.84 127.46 1
C-211 7 40+43.28 Gas (1)PVC 2 133.27 133.10 5.70 127.40 1.0
C-211 8 40+47.86 Storm Drain (1)RCP 15 131.00 129.75 2.34 127.41 1.0
C-211 9 40+48.07 Water Main PVC 6 131.65 131.15 3.74 127.41 1.5
C-211 10 50+07.73 Gas (1)PVC 2 137.49 137.32 3.33 133.99 1
C-211 11 50+14.16 Water Main PVC 6 136.62 136.12 2.09 134.03 1.5
C-212 12 60+07.91 Gas PVC 2 139.59 139.42 3.51 135.91 1
C-212 13 60+13.80 Water Main DI 6 139.46 138.96 2.49 136.47 1.5
12" FORCE MAIN SEPARATION TABLE
Sheet
Number
Crossing
Number Stationing Pipe Being Crossed Pipe Material Pipe Size (in)Top of Pipe
EL
Bottom of
Pipe EL
Proposed Separation
to GS (ft)
Proposed top EL
of FM
Minimum
Seperation (ft)
C-212 1 70+02.65 UGFBO (1)Cable 0.5 140.43 140.39 2.59 137.80 1.0
C-212 2 70+05.33 Water Main (1)DI 12 140.41 139.41 2.69 136.72 1.5
C-212 3 70+10.78 UGFBO (1)Cable 0.5 140.44 140.40 2.60 137.80 1
C-203 4 31+08.83 UGFBO (1)Cable 1 140.44 140.36 2.56 137.80 1
C-204 5 32+47.92 ForceMain HDPE 12 137.51 136.51 -1.29 137.80 1
C-205 5B 34+49.38 Recliamed ForceMain (1)PVC 12 141.69 140.69 2.89 137.80 1
C-204 6 32+87.25 Water Main (1)DI 12 141.91 140.91 3.11 137.80 1.5
C-204 7 33+31.22 UGFBO (1)Cable 0.5 142.21 142.17 4.37 137.80 1
C-204 8 33+32.21 UGFBO (1)Cable 0.5 142.21 142.17 4.37 137.80 1
C-204 9 33+39.43 Water Main (1)DI 12 142.50 141.50 3.70 137.80 1.5
Sheet Number Crossing Number Stationing Existing Utility Pipe Material Pipe Size (in)Top of Pipe
EL
Bottom of
Pipe EL
WM Over or
Under
Proposed Top of
WM EL
Proposed Bottom
of WM EL
Proposed Separation
to WM (ft)
Minimum
Separation (ft)
C-100 1 1+26.78 Water AC 6 124.00 123.50 Under 120.27 119.27 3.2 0.5
C-100 2 1+30.13 Storm CMP 24 123.78 121.64 Under 120.27 119.55 1.4 1
C-101 3 1+82.27 SS FM PVC 24 121.01 119.01 Over 123.03 122.03 1.0 1
C-101 4 1+87.77 SS PVC 12 116.23 115.23 Over 122.98 121.98 5.8 1
C-101 5 2+13.03 UGFBO Cable 0.5 123.05 123.01 Under 120.17 119.17 2.8 1
C-101 6 2+41.99 SS FM DIP 20 122.98 121.31 Under 120.17 119.17 1.1 1
C-101 7 3+35.54 SS Lateral PVC 6 116.84 116.34 Over 122.58 121.58 4.7 1
C-101 8 3+90.00 SS PVC 8 117.64 116.97 Over 122.60 121.60 4.0 1
C-101 9 4+85.22 SS Lateral PVC 6 119.05 118.55 Over 122.67 121.67 2.6 1
C-101 10 5+40.52 UGFBO Cable 0.5 122.73 122.69 Under 121.00 120.00 1.7 1
C-101 11 5+99.08 SS Lateral PVC 6 119.56 119.06 Over 121.15 120.15 0.6 0.5
C-101 12 6+00.87 UGFBO Cable 0.5 122.75 122.71 Under 121.15 120.15 1.6 1
C-101 13 6+37.24 SS PVC 8 119.63 118.96 Over 122.53 121.53 1.9 0.5
C-102 14 7+40.74 GAS Steel 2 123.33 123.16 Under 120.00 117.93 3.2 1
C-102 15 7+46.46 Storm RCP 36 123.62 120.62 Under 118.93 117.93 1.7 1
C-102 16 7+56.06 UGFBO Cable 0.5 122.80 122.76 Under 118.93 117.93 3.8 1
C-102 17 9+21.87 SS PVC 8 120.63 119.96 Over 122.78 121.78 1.2 1
C-102 18 10+55.20 SS Lateral PVC 6 121.14 120.64 Over 122.79 121.79 0.7 0.5
C-102 19 11+62.24 Water PVC 6 120.70 120.20 Over 120.69 119.69 1.0 0.5
C-102 20 11+91.72 UGFBO Cable 0.5 122.84 122.80 Under 120.69 119.69 2.1 1
C-102 21 12+56.06 SS Lateral PVC 6 123.07 122.57 Under 120.69 119.69 1.9 1
C-102 22 12+58.06 SS Lateral PVC 6 123.07 122.57 Under 120.69 119.69 1.9 1
C-103 23 13+48.52 SS Lateral PVC 6 122.59 122.09 Over 124.28 123.28 0.7 0.5
C-103 24 14+06.80 UGFBO Cable 0.5 126.09 126.05 Under 124.89 124.85 1.2 1
C-103 25 14+09.35 UGFBO Cable 0.5 126.09 126.05 Under 124.95 124.91 1.1 1
C-103 26 14+22.45 SS Lateral PVC 6 123.00 122.50 Over 125.00 124.00 1.0 1
C103 27 15+41.43 SS Lateral PVC 6 124.04 123.54 Over 126.13 125.13 1.1 1
C-103 28 15+75.96 Water PVC 6 127.65 127.15 Under 125.69 124.69 1.5 0.5
C-103 29 16+28.83 UGFBO Cable 0.5 128.05 128.01 Under 125.04 124.04 3.0 1
C103 30 16+94.12 Storm PVC 24 128.95 126.95 Under 124.11 123.11 2.8 1
C-103 31 17+30.00 Water DIP 8 125.73 125.06 Under 123.62 122.62 1.4 0.5
C103 32 17+49.97 Water Metal 2.5 127.06 126.85 Under 124.08 123.08 2.8 0.5
C-103 33 17+49.98 Water Metal 2 127.06 126.89 Under 124.11 123.11 2.8 0.5
C-103 34 18+10.60 SS FM PVC 6 126.50 126.00 Under 125.00 124.00 1.0 1
C-103 35 18+20.83 SS PVC 8 127.31 126.64 Under 125.00 124.00 1.6 1
C-104 36 19+73.11 SS Lateral PVC 6 125.49 124.99 Over 128.38 127.38 1.9 1
C-104 37 20+44.00 SS Lateral PVC 6 126.01 125.51 Over 130.42 129.42 3.4 0.5
C-104 38 20+89.36 SS Lateral PVC 6 126.51 126.01 Over 130.71 129.71 3.2 0.5
C-104 39 21+28.28 SS Lateral PVC 6 126.86 126.36 Over 130.96 129.96 3.1 0.5
C-104 40 21+84.92 Water PVC 6 131.69 131.19 Under 129.72 128.72 1.5 0.5
C-104 41 22+02.27 Storm ERCP 38x60 134.64 130.79 Under 129.72 128.72 1.1 1
C-104 42 22+30.20 SS PVC 8 127.92 127.25 Over 129.72 128.72 0.8 0.5
C-104 43 22+47.38 UGFBO Cable 0.5 132.43 132.39 Under 129.72 128.72 2.7 1
C104 44 24+64.28 SS Lateral PVC 6 132.28 131.78 Over 134.59 133.59 1.3 0.5
C-105 45 25+03.03 Water PVC 6 136.07 135.57 Under 134.00 133.00 1.6 0.5
C-105 46 25+15.22 Water Lateral Poly 1 136.20 136.12 Under 134.00 133.00 2.1 0.5
C-105 47 25+68.85 SS PVC 8 134.09 133.42 Under 132.21 131.21 1.2 1
C-105 48 25+94.57 Water Steel 2 136.97 136.80 Under 132.21 131.21 4.6 0.5
C-105 49 25+99.22 UGFBO Cable 0.5 136.16 136.12 Under 132.21 131.21 3.9 1
C-105 50 26+06.97 UGFBO Cable 0.5 138.51 138.47 Under 132.21 131.21 6.3 1
C-105 51 26+10.46 SS Lateral PVC 6 134.45 133.95 Under 132.21 131.21 1.7 1
C-105 52 26+53.37 Water Lateral Poly 1 137.94 137.86 Under 132.21 131.21 5.6 0.5
C-105 53 26+65.10 SS Lateral PVC 6 134.70 134.20 Under 132.21 131.21 2.0 1
C-105 54 27+17.57 SS Lateral PVC 6 134.96 134.46 Over 136.66 135.66 0.70 0.5
C-105 55 27+49.35 Water Lateral Poly 1 138.47 138.39 Under 137.00 136.00 1.39 0.5
C-105 56 27+68.56 SS Lateral PVC 6 135.16 134.66 Over 137.18 136.18 1.02 0.5
C-105 57 28+02.33 SS Lateral PVC 6 135.32 134.82 Over 137.75 136.75 1.43 1
C-105 58 28+43.02 Water Lateral Poly 1 138.79 138.71 Under 138.12 137.12 0.59 0.5
C-105 59 28+52.06 SS Lateral PVC 6 135.54 135.04 Over 138.29 137.29 1.75 1
C-105 60 29+01.00 Water Steel 2 138.43 138.26 Under 137.00 136.00 1.26 1
C-105 61 29+19.57 SS PVC 8 136.05 135.38 Over 139.15 138.15 2.10 1
12" WATER MAIN SEPARATION TABLEX
X
X
X
1
Page 305 of 576
N
PENSACOLA TALLAHASSEE JACKSONVILLE
ORLANDO
MIAMI
TAMPA
FLORIDA
CITY OF OCOEE, FLORIDA
CONTRACT DRAWINGS FOR
LAKEWOOD AVENUE NORTH GRAVITY SEWER
PHASE 1
MARCH 2026
AMENDED CONSTRUCTION PHASING
WP PROJECT No. 21787
LOCATION PLAN
SCALE: 1"=15,000'
---COVER SHEET
CP-1 CONSTRUCTION PHASING NOTES, LEGEND, ABBREVIATIONS AND KEY PLAN
CP-2 CONSTRUCTION PHASING PLAN I
CP-3 CONSTRUCTION PHASING PLAN II
CP-4 CONSTRUCTION PHASING PLAN III
CP-5 CONSTRUCTION PHASING PLAN IV
CP-6 CONSTRUCTION PHASING PLAN V
CP-7 CONSTRUCTION PHASING PLAN VI
CP-8 CONSTRUCTION PHASING PLAN VII
CP-9 CONSTRUCTION PHASING PLAN VIII
CP-10 CONSTRUCTION PHASING PLAN IX
407.906.1776 | www.wright-pierce.com
DRAWING INDEX
GENERAL
CIVIL
PROJECT LOCATION
OCOEE
CITY OF OCOEE
1 N BLUFORD AVE, OCOEE, FL 34761
407-905-3100
MAYOR:RUSTY JOHNSON
DISTRICT 1 COMMISSIONER: SCOTT R. KENNEDY
DISTRICT 2 COMMISSIONER: ROSEMARY WILSEN
DISTRICT 3 COMMISSIONER: RICHARD FIRSTNER
DISTRICT 4 COMMISSIONER: GEORGE OLIVER III
CITY MANAGER: CRAIG SHADRIX
ASSISTANT CITY MANAGER: MICHAEL RUMER
CITY OF OCOEE UTILITIES DEPARTMENT
1800 A.D. MIMS ROAD, OCOEE, FL, 34761
407-905-3159
DIRECTOR:JENNIFER BOLLING, P.E.
ASSISTANT DIRECTOR:TRENT HOPPER
Page 306 of 576
XXXXXX
STEP 2A
STEP 2
STEP 3A
STEP 3
STEP 4A
STEP 4STEP 4
STEP 4A
STEP 5
STEP 5A
STEP 5
STEP 5A
STEP 5
STEP 5A
STEP 5
CP-3 CP-4 CP-5 CP-6
CP-2
STEP 2
ST
E
P
1
NORTH LAKEWOOD AVENUE (OCOEE CLARCONA ROAD)
AN
D
E
R
S
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(
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STEP 6STEP 6
STEP 7A
STEP 7 STEP 7 STEP 8STEP 8 STEP 9
STEP 9A
STEP 10
CP-7 CP-8 CP-9
CP-10
17
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1
LEGEND
PROPERTY/ROW LINE
SETBACK LINE
EASEMENT LINE
CONTOUR122
LIMIT OF WORK
SILT FENCE
SPOT ELEVATION
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
DRAINAGE FLOW
SEWER
RIPRAP
SIGN
TEMPORARY BENCH MARK
BUILDING
STONEWALL
CULVERT12" CMP
SURVEY CONTROL POINT
IRON PIPE/REBAR
DRILLHOLE
MONUMENT
SEWER MANHOLE
DRAINAGE MANHOLE
CATCH BASIN
SHUTOFF VALVE
HYDRANT
EXISTING
EDGE OF PAVEMENT
EDGE OF GRAVEL
RETAINING WALL
SEWER FORCE MAIN
GAS
STORM DRAIN
WATER
G G
UGE UGE
UTILITY POLE
UTILITY POLE W/ GUY
LIGHT POLE
UTILITY POLE W/ LIGHT
BOLLARD
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
TEST PIT
TEST BORING
TEST PROBE
MONITORING WELL
WETLANDS
EDGE OF WETLANDS
TELEPHONE MANHOLE
ELECTRIC MANHOLE
PAVEMENT MARKINGS
CENTERLINE
WATER SERVICE SHUTOFF
YARD HYDRANT
EDGE OF WATER
STREAM
DRAINAGE SWALE
CURBING
GUARDRAIL
UNDERDRAINUDUD
RAILROAD
MATCHLINE
ROCK OUTCROP
MAILBOX
TREELINE
CHAIN LINK FENCE
STOCKADE FENCE
BARB WIRE FENCExx
EDGE OF CONCRETE
8"
4"
4"
15"
6"
FLAGPOLE
FLOODPLAIN
124.6
8"
OHE OHE
CBCB
DMH
MB
SMH
EMH
TMH
B
TP
P
MW
T
UNDERGROUND TELEPHONEUGTUGT
UNDERGROUND CABLE TVCATVCATV
CB
GAS GAS SERVICE SHUTOFF
GAS GATE VALVEG
WETLAND FLAG
PROPOSED
4"FM
8"S
8"W
15"SD
12" CMP
4"G
6"UD
x
123
UGE UGE
OHE OHE
x 134.5
SMH
DMH
CB CB
EMH
TMH
x
UGT UGT
CATV CATV
NATIONAL GEODETIC VERTICAL DATUM
W/
W POTABLE WATER
WITH
SMH
TBM
THK
TYP
UD
SQ
STA
T, XFMR
SD
SF
S
PSI
PVC
RCP
RD
REQ'D
OD
PC
PSF
NTS
NGVD
SANITARY SEWER MANHOLE
STATION
TEMPORARY BENCH MARK
THICKNESS
UNDERDRAIN
TYPICAL
SQUARE
TRANSFORMER
STORM DRAIN
SQUARE FEET
SLOPE, SEWER
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
REQUIRED
ROOF DRAIN
OUTSIDE DIAMETER
POUNDS PER SQUARE FOOT
PERFORATED CLAY
NOT TO SCALE
FT
INV
MH
MIN
MAX
HYD
INF
IN
FM
DR
DWG
EL
EMH
CY
DEMO
DMH
DI
FEET
MANHOLE
MINIMUM
MAXIMUM
INCH
INFLUENT
HYDRANT
INVERT
FORCE MAIN
DRAIN
ELECTRIC MANHOLE
ELEVATION
DRAWING
DRAIN MANHOLE
CUBIC YARD
DUCTILE IRON
DEMOLITION
CIVIL ABBREVIATIONS
CEN
CO
CONC
CI
CMP
CB
BLDG
&
Ø, DIA
CENTER
CAST IRON
CORRUGATED METAL PIPE
CLEANOUT
CONCRETE
CATCH BASIN
BUILDING
AND
DIAMETER
PS PRIMARY SLUDGE
VC VITRIFIED CLAY
UG UNDERGROUND
UGE UNDERGROUND ELECTRIC
#, NO NUMBER
APP'D APPROVED
G GAS
N
N/A
NORTH
NOT AVAILABLE/APPLICABLE
LB POUNDS
TOS TOP OF STRUCTURE
MW MONITORING WELL
CL CENTERLINE
CORNERCOR
CFS CUBIC FEET PER SECOND
PT POINT OF TANGENCY
AC ASBESTOS CEMENT
BR BRICK
CIPP CURED-IN-PLACE-PIPE
HDPE HIGH DENSITY POLYETHYLENE
LF LINEAR FOOT
OUT OUTFALL
VF VERTICAL FOOT
CPE CORRUGATED POLYETHYLENE PIPE
KEY PLAN
SCALE: 1" = 100'
N
1000 200
STANDARD GENERAL TEMPORARY TRAFFIC CONTROL NOTES:
1.TEMPORARY TRAFFIC CONTROL (TTC) SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (LATEST EDITION AND REVISIONS) AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION STANDARD PLANS FOR ROAD CONSTRUCTION (LATEST EDITION AND REVISIONS).
2.CONTRACTOR SHALL UTILIZE THE PROVIDED CONSTRUCTION PHASING PLANS TO DEVELOP A TEMPORARY
TRAFFIC CONTROL PLAN FOR SUBMITTAL. THE PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2023 EDITION) AND FDOT STANDARD PLANS FOR
ROAD CONSTRUCTION (FY 2025-26).
3.THE DESIGN OF THE TTC PLAN SHALL INCLUDE ALL SIGNS, BARRIERS, CHANNELIZING DEVICES, PAVEMENT
MARKINGS, ETC. FOR THE SAFE PASSAGE OF VEHICULAR TRAFFIC THROUGH THE PROJECT AND FOR THE
PROTECTION OF THE WORKERS.
4.THE TTC PLAN SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER AND
APPROVED BY ORANGE COUNTY AND THE CITY OF OCOEE PRIOR TO IMPLEMENTATION.
5.ORANGE COUNTY AND THE CITY OF OCOEE RESERVES THE RIGHT TO REQUIRE ADDITIONAL DEVICES
AND/OR CHANGES TO THE TTC PLAN BASED UPON CHANGING TRAFFIC CONDITIONS.
6.LOCAL RESIDENTIAL/BUSINESS ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL
PROVIDE WRITTEN NOTIFICATION TO THE RESIDENTS/BUSINESSES AFFECTED BY CONSTRUCTION
ACTIVITIES, ONE (1) WEEK IN ADVANCE OF THE START OF ANY STEP OF CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE COPIES OF THE NOTIFICATION TO THE TRAFFIC CONTROL MANAGER PRIOR
TO DISTRIBUTION.
7.ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE NEW OR LIKE NEW CONDITION. ALL SIGNS SHALL BE
POST MOUNTED UNLESS OTHERWISE INDICATED.
8.CHANNELIZING DRUMS SHALL BE USED ON NEWLY PAVED ROADWAYS.
9.PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) IF REQUIRED SHALL BE IN PLACE A MINIMUM OF 2
WEEKS PRIOR TO IMPLEMENTING ANY TRAFFIC CONTROL.
10.BARRIERS MAY BE REQUIRED TO PROTECT DROP OFFS OR ABOVE GROUND HAZARDS. ALL BARRIERS
SHALL BE INSTALLED PER FDOT SPECIFICATIONS.
11.DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES OR MATERIAL SHALL BE PARKED OR STORED
WITHIN THE CLEAR ZONE OF A ROADWAY OPEN TO VEHICULAR TRAFFIC.
12.EXISTING REGULATORY AND WARNING SIGNS ARE TO BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE
NOTED.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING EACH EMPLOYEE SUPERVISING THE SELECTION
AND PLACEMENT OF TTC DEVICES SHALL BE PROPERLY TRAINED BY ATTENDING AND SUCCESSFULLY
COMPLETING A FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) APPROVED TTC COURSE. THE
TRAINING SHALL BE AT A LEVEL APPLICABLE TO THE EMPLOYEE’S LEVEL OF INVOLVEMENT. COPIES OF
CERTIFICATIONS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO IMPLEMENTING ANY STEP OF TTC.
14.THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL SUPERVISOR (TCS) WHO IS RESPONSIBLE FOR
INITIATING, INSTALLING AND MAINTAINING ALL TRAFFIC CONTROL DEVICES.
15.THE TCS SHALL BE AVAILABLE ON A 24-HOUR PER DAY BASIS, PARTICIPATE IN ALL CHANGES TO TRAFFIC
CONTROL AND REVIEW THE PROJECT ON A DAY-TO-DAY BASIS.
16.THE TCS SHALL BE PRESENT DURING THE INITIAL SETUP OF THE TTC PLAN AND ALL SUBSEQUENT STEPS OR
CHANGES TO THE TRAFFIC CONTROL.
17.THE TCS SHALL IMMEDIATELY CORRECT ALL DEFICIENCIES.
18.THE CONTRACTOR SHALL ENSURE THE TCS BE AVAILABLE ON SITE WITHIN 45 MINUTES OF NOTIFICATION
OF AN EMERGENCY SITUATION AND IS PREPARED TO RESPOND TO AND CORRECT THE TRAFFIC CONTROL
OR PROVIDE ALTERNATE ARRANGEMENTS FOR CORRECTIVE ACTIONS.
19.THE TCS SHALL BE RESPONSIBLE FOR PERFORMING WEEKLY, DAYTIME AND NIGHTTIME INSPECTIONS OF
ALL TRAFFIC CONTROL DEVICES AND TRAFFIC FLOW MOVEMENT THROUGH THE WORK AREA AND
BUSINESS ACCOMMODATIONS.
20.ORANGE COUNTY AND THE CITY OF OCOEE MAY DISQUALIFY AND REMOVE FROM THE PROJECT A
TRAFFIC CONTROL SUPERVISOR THAT FAILS TO COMPLY WITH THESE PROVISIONS. THE FLORIDA
DEPARTMENT OF TRANSPORTATION MAY ALSO SUSPEND ALL WORK ACTIVITIES UNTIL CORRECTIVE
ACTIONS HAVE BEEN COMPLETED.
SPECIFIC TEMPORARY TRAFFIC CONTROL NOTES:
1.THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE FDOT STANDARD PLANS THAT ARE IN EFFECT AT
THE TIME OF CONSTRUCTION. IF THE FDOT STANDARD PLANS REFERENCED IN THESE CONSTRUCTION
PHASING PLANS BECOME OBSOLETE, THE CONTRACTOR SHALL PROVIDE UPDATED TTC PLANS THAT ARE
PREPARED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER WHO HOLDS A CURRENT FDOT ADVANCED
TTC CERTIFICATION FOR REVIEW AND APPROVAL BY ORANGE COUNTY AND THE CITY OF OCOEE PRIOR TO
ANY TTC OPERATIONS.
2.TTC SHALL COMPLY WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
(2025-26 EDITION) SECTION 102.
3.CONTRACTOR SHALL COORDINATE WITH OTHER PROJECTS IN THE VICINITY AND ADJUST TTC SIGNAGE
AND DEVICES TO ENSURE NO CONFLICTING MESSAGES/DIRECTIONS TO THE ROADWAY USERS.
TEMPORARY TRAFFIC CONTROL SUBMITTAL REQUIREMENT:
1.THE CONTRACTOR SHALL SUBMIT A SIGNED AND SEALED TEMPORARY TRAFFIC CONTROL PLAN BY A
FLORIDA LICENSED PROFESSIONAL ENGINEER WHO HOLDS A FLORIDA DEPARTMENT OF
TRANSPORTATION ADVANCED TEMPORARY TRAFFIC CONTROL CERTIFICATE FOR EXECUTION OF
CONSTRUCTION DURING THE PRECONSTRUCTION SUBMITTAL PROCESS. THE TEMPORARY TRAFFIC
CONTROL PLAN SHALL BE REVIEWED AND APPROVED BY THE ENGINEER, ORANGE COUNTY, AND THE CITY
OF OCOEE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
ERCP ELLIPTICAL REINFORCED CONCRETE PIPE
Page 307 of 576
UGFBOUGFBO
UGFBO
UGFBOUGFBO
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
OHEOHEOHE
OH
E
OH
E
OH
E
OH
E
OHE OHE
O
H
E
O
H
E
STOP
SCB TOP OF GRATE ELEV=126.11'
BOTTOM OF STRUCTURE ELEV=121.76
24" CMP RECESSED
SCB TOP OF GRATE ELEV=125.86'
N INV (18"CMP) ELEV=122.16
6'
C
H
A
I
N
L
I
N
K
F
E
N
C
E
SECURITY
CIRCLE
1
2
1
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1543687.5510
E:482075.0300
ELEV:126.20' (NAVD 1988)
FM
FM
FMFMSMH TOP OF LID ELEV=126.14'
N INV (8"PVC) ELEV= 115.38
E INV (8"PVC) ELEV= 115.42
S INV (8"PVC) ELEV= 115.40
SMH TOP OF LID ELEV=126.14'
N INV (20"PVC) ELEV=113.72
SW INV (20"PVC) ELEV=113.86
W INV (8"PVC) ELEV=114.66
SCB TOP OF GRATE ELEV=125.68'
BOTTOM OF STRUCTURE ELEV=121.33
24" & 18" CMP RECESSED
1+00
2+
0
0
CO
12" PVC S
20" PVC FM
10
2
S
E
C
U
R
I
T
Y
C
I
R
SE
C
U
R
I
T
Y
M
O
B
I
L
E
HO
M
E
P
A
R
K
PL
A
T
B
O
O
K
Z
,
P
A
G
E
9
3
EXISTING SMH A
EXISTING SMH B
SCB TOP OF GRATE ELEV=125.86'
BOTTOM OF STRUCTURE ELEV=121.66
18" CMP RECESSED
STEP 1
CLOSE SECURITY CIRCLE FOR STEP 1
CONSTRUCTION AND DETOUR LOCAL
TRAFFIC ONTO MOBILE LANE
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
GR
A
V
E
L
DR
I
V
E
W
A
Y
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
J:
\
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:
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CP-2
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,
S
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A
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A
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D
,
F
L
3
2
7
5
1
N
0 10 20
PLAN
SCALE: 1"=10'
NO
R
T
H
L
A
K
E
W
O
O
D
AV
E
N
U
E
NOTE:
STABILIZED ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.
ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES ON NORTH
LAKEWOOD AVENUE DURING STEP I CONSTRUCTION.
1
Page 308 of 576
76"
44"
X
X
X
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
U
G
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
X
X
X
XXXXXXX
UGFBO UGFBO UGFBO
OH
E
OH
E
OH
E
O
H
E
OHE OHE OHE OHE
OH
E
OH
E
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO UGFBO UGFBO
STOP
SCB TOP OF GRATE ELEV=126.11'
BOTTOM OF STRUCTURE ELEV=121.76
24" CMP RECESSED
SCB TOP OF GRATE ELEV=125.78'
OPEN CHANNEL INV ELEV= 125.16
N INV (18"RCP) ELEV= 121.66
SCB TOP OF GRATE ELEV=125.58'
NW INV (18"RCP) ELEV=121.82
SCB TOP OF GRATE ELEV=125.86'
N INV (18"CMP) ELEV=122.16
IP 2" (fnd)
N&D L&S LB 7829 (fnd)
STOP
FM ARV
4' BARB-WIRE FENCE
6' CHAIN LINK FENCE
4' BARB-WIRE FENCE
4' CHAIN LINK FENCE
SE
C
U
R
I
T
Y
CI
R
C
L
E
MO
B
I
L
E
L
A
N
E
1
1
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1543687.5510
E:482075.0300
ELEV:126.20' (NAVD 1988)
EDGE OF ASPHALT ROAD
5' WIDE CONC SIDEWALK
5' WIDE CONC SIDEWALK
5' WIDE CONC
SIDEWALK
5' WIDE CONC SIDEWALK
FMFM
FM
FM
SMH TOP OF LID ELEV=126.14'
N INV (8"PVC) ELEV= 115.38
E INV (8"PVC) ELEV= 115.42
S INV (8"PVC) ELEV= 115.40
SCB TOP OF GRATE ELEV=125.68'
BOTTOM OF STRUCTURE ELEV=121.33
24" & 18" CMP RECESSED
2+00 3+00 4+00
COCO
CO
CO
CO
SMH-1 12" PVC S12" PVC S
12
"
P
V
C
S
8"
P
V
C
S
SMH-12
EXISTING SMH B
SCB TOP OF GRATE ELEV=125.86'
BOTTOM OF STRUCTURE ELEV=121.66
18" CMP RECESSED
NORTH LAKEWOOD AVENUE
STEP 2A
STEP 2
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT
SPI 102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH.
STABILIZE NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT
TRAVEL LANE DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE
GROUND APPURTENANCES AS NECESSARY.
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI 102-603.
UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE SOUTHBOUND
SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE DURING CLOSURE.
PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND APPURTENANCES AS NECESSARY.
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
CLOSE MOBILE LANE FOR STEP 2 CONSTRUCTION
AND DETOUR LOCAL TRAFFIC ONTO SECURITY CIRCLE
PROVIDE PEDESTRIAN SPECIAL DETOUR AROUND SEWER
MAIN, SEWER LATERAL, WATER MAIN, AND WATER
SERVICE CONSTRUCTION PER FDOT SPI 102-660 (TYP)
GRAVEL
DRIVEWAY
MA
T
C
H
LI
N
E
CP
-
3
U
P
P
E
R
CP
-
3
L
O
W
E
R
MA
T
C
H
LI
N
E
CP
-
3
U
P
P
E
R
CP
-
3
L
O
W
E
R
STEP 2
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
CLOSE MACK STREET FOR STEP 2
CONSTRUCTION AND DETOUR
LOCAL TRAFFIC ONTO MELVA AVE
MA
C
K
S
T
R
E
E
T
J:
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\
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|
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9
0
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M
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L
A
N
D
,
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N
0 10 20
0 10 20
PLAN
SCALE: 1"=10'
N
1
1
1
1
Page 309 of 576
12"
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO
UGFBO
UGFBO
UG
F
B
O
UG
F
B
O
UG
F
B
O
G G G G G G G G G G G G G G G G G G G G G G G G G
BE
BE
STOP
N INV (24"CMP) ELEV=120.89
S INV (24"CMP) ELEV=120.68
NO OUTLET
N&D REF PT (fnd)
TRACT "A"
RETENTION
AREA PID:08-22-28-0000-00-028
DOC#20230197294
DIRT DRIVEWAY
IR 1/2" BENT (fnd)
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
MON 4"X4" (fnd)
BU
R
N
T
T
R
E
E
C
O
U
R
T
FLUME
OVERGROWN
GRAVEL
DRIVEWAY
SE INV (36"RCP) ELEV=122.89'
SW INV (15" CMP) ELEV=121.91'
NO DUMPING
SCB TOP OF GRATE ELEV=125.27'
NE INV (18"RCP) ELEV= 120.68
E INV (18"RCP) ELEV= 122.14
S INV (18"RCP) ELEV= 120.76
SCB TOP OF GRATE ELV=125.42'
W INV (18"RCP) ELEV= 122.24
NW INV (36"RCP8"PVC) ELEV=120.35
DMH TOP OF LID ELEV=126.45'
NE INV (15"CMP) ELEV=119.75
S INV (15"CMP) ELEV=123.10
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1544174.3590
E:482061.4690
ELEV:125.22' (NAVD 1988)
DMH TOP OF LID ELEV=126.01'
SW INV (18"RCP) ELEV= 120.30
E INV (15"RCP) ELEV= 120.40
7+00 8+00
COCOCO
SMH-3 12" PVC S
SMH-14
B-8
B-9
8"
P
V
C
S
STEP 4A
MA
T
C
H
LI
N
E
CP
-
3
CP
-
5
STEP 4
BURNT TREE COURT IS A DEAD END ROAD, CONTRACTOR
TO MAINTAIN ACCESS AT ALL TIMES WITH A STABILIZED
SINGLE 10-FOOT TRAVEL LANE AND FLAGGER.
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
NORTH LAKEWOOD AVENUE
68"
20"
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
G G G
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UG
F
B
O
UGFBO
UGFBO
UGFBO
UGFBO
UGFBO
UGFBO
UGFBO
UGFBO
U
G
F
B
O
U
G
F
B
O
U
G
F
B
O
20/9"
NO OUTLET
SCB TOP OF GRATE ELEV=125.78'
OPEN CHANNEL INV ELEV= 125.16
N INV (18"RCP) ELEV= 121.66
SCB TOP OF GRATE ELEV=125.49'
N INV (24"RCP) ELEV= 121.14
SE INV (18"RCP) ELEV= UNK
S INV (18"RCP) ELEV= 121.20
MPH 25
IP 2" (fnd)IR 1/2" (fnd)
IR 1/2" (fnd)
STOP
STOP
4' WOOD PANEL FENCE
6'WOOD PANEL FENCE
25
7.5' DRAINAGE, UTILITY,
INGRESS & EGRESS
EASEMENT(P)
MO
B
I
L
E
L
A
N
E
DIRT DRIVEWAY
5' WIDE CONC SIDEWALK
BU
R
N
T
T
R
E
E
C
O
U
R
T
DMH TOP OF LID ELEV=126.45'
SCB TOP OF GRATE ELEV=125.63'
N INV (18"RCP) ELEV= 121.22
S INV (24"RCP) ELEV= 120.97
MPH 25 5' WIDE CONC SIDEWALK
4+00 5+00 6+00
CO
CO CO CO
CO
SMH-1 SMH-3SMH-2
12" PVC S12" PVC S
8" PVC S
8"
P
V
C
S
SMH-12
SMH-14
SMH-13
B-9
B-10
720 N LAKEWOOD AVE
PID:18-22-28-0000-00-066
DOC#20180256405
782 N LAKEWOOD AVE
PID:18-22-28-0000-00-055
ORB 9110, PG 845
100 MOBILE LN
8"
P
V
C
S
STEP 3A
STEP 3
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT
SPI 102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH.
STABILIZE NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT
TRAVEL LANE DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE
GROUND APPURTENANCES AS NECESSARY.
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE DURING
CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND APPURTENANCES AS
NECESSARY.
CLOSE LYMAN STREET FOR STEP 3A CONSTRUCTION
AND DETOUR LOCAL TRAFFIC ONTO CHARLES STREET
BURNT TREE COURT IS A DEAD END ROAD, CONTRACTOR
TO MAINTAIN ACCESS AT ALL TIMES WITH A STABILIZED
SINGLE 10-FOOT TRAVEL LANE AND FLAGGER.
NORTH LAKEWOOD AVENUE
PROVIDE PEDESTRIAN SPECIAL DETOUR
AROUND SEWER MAIN, SEWER LATERAL,
WATER MAIN, AND WATER SERVICE
CONSTRUCTION PER FDOT SPI 102-660 (TYP)
PROVIDE PEDESTRIAN SPECIAL DETOUR
AROUND SEWER MAIN, SEWER LATERAL,
WATER MAIN, AND WATER SERVICE
CONSTRUCTION PER FDOT SPI 102-660 (TYP)
LY
M
A
N
S
T
R
E
E
T
J:
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G
\
F
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LA
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A
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JA
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2/
2
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2
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6
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4
7
A
M
AP
P
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D
:
CH
E
C
K
E
D
:
CA
D
:
DA
T
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:
1 2
PR
O
J
E
C
T
N
O
:
DA
T
E
:
3 4
CA
D
C
O
O
R
D
:
DE
S
I
G
N
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D
:
DRAWING
RE
V
I
S
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N
S
NO
AP
P
'
D
DA
T
E
SU
B
M
I
S
S
I
O
N
:
5
PLAN
SCALE: 1"=10'
CO
N
S
T
R
U
C
T
I
O
N
P
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A
S
I
N
G
P
L
A
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E
,
F
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W
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N
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CO
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S
T
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P
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CP-4
RE
V
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S
P
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R
C
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Y
C
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M
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S
A
F
T
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B
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S
U
A
N
C
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AS
02
/
2
6
J.
P
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G
21
7
8
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M.
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7
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60
1
S
L
A
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D
E
S
T
I
N
Y
R
O
A
D
,
S
U
I
T
E
2
9
0
,
M
A
I
T
L
A
N
D
,
F
L
3
2
7
5
1
N
0 10 20
N
0 10 20
PLAN
SCALE: 1"=10'
NOTE:
STABILIZED ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.
1
1
Page 310 of 576
54"
18"20"
42"
20"
OHE OHE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UG
F
B
O
U
G
F
B
O
U
G
F
B
O
UGF
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO UGFBO
G G G G G G G G G G G G G G G G G G G G G
SCB TOP OF GRATE ELEV=125.51'
N INV (24"RCP) ELEV=122.98
S INV (24"RCP) ELEV=122.96
SCB TOP OF GRATE ELEV=125.43'
N INV (15"RCP) ELEV= 123.89
S INV (15"RCP) ELEV= 123.80
ARV
BT PRESSURE RELEASE VALVE
DMH TOP OF LID ELEV=125.48'
N (UNKOWN) ELEV=123.52
W(18"RCP) ELEV=123.34
SCB TOP OF GRATE ELEV=125.78'
N (18"RCP) ELEV= 122.70
E (24"RCP) ELEV= 122.73
S (24"RCP) ELEV= 122.64IRC 1/2" RLS 2142 (fnd)
PID:7-22-28-0000-00-090
DOC#20180523897
PID:08-22-28-0000-00-021
NO DOC FOUND
PID:08-22-28-0000-00-046
ORB 6633, PG 788
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544881.6580
E:482058.2010
ELEV:127.89' (NAVD 1988)
5' WIDE CONC SIDEWALK
IRC 1/2" ILL (fnd)
N&D NO ID (fnd)
EDGE OF ASPHALT ROAD
DIRT
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
DIRT
DRIVEWAY
AN
D
E
R
S
O
N
P
L
12+00 13+00 14+00
CO
CO
CO
CO CO
B-7
ANDERSON PLACE IS A DEAD END ROAD, CONTRACTOR
TO MAINTAIN ACCESS AT ALL TIMES WITH A STABILIZED
SINGLE 10-FOOT TRAVEL LANE AND FLAGGER.
STEP 5A
STEP 5
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
MA
T
C
H
LI
N
E
CP
-
4
CP
-
6
SMH-5
NORTH LAKEWOOD AVENUE
20"
22"
20"
10"
15"12"
20"24"
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBOUGFBO
O
H
E
O
H
E
O
H
E
O
H
E
G G G G G G G G G G G G G G G G G G G G G G G G G G
SCB TOP OF GRATE ELEV=125.19'
W INV (15"CMP) ELEV= 123.57
ARV
BT PRESSURE RELEASE VALVE
IRC 1/2" RLS 2142 (fnd)
E INV (15" CMP) ELEV=122.20
S INV (24" RCP) ELEV=122.06
PID:08-22-28-0000-00-028
DOC#20230197294
FLUME
5' WIDE CONC SIDEWALK
5' WIDE CONC SIDEWALK
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544507.0780
E:482027.9150
ELEV:125.44' (NAVD 1988)
FLUME
DIRT DRIVEWAY
EDGE OF ASPHALT ROAD
CONCRETE
DRIVEWAY
DIRT
DRIVEWAY
AN
D
E
R
S
O
N
P
L
9+00 10+00 11+00
CO
50
+
0
0
50
+
2
8
CO
SMH-4
12" PVC S
STEP 4
MA
T
C
H
LI
N
E
CP
-
3
CP
-
5
STEP 4A
SMH-15
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
ANDERSON PLACE IS A DEAD END ROAD, CONTRACTOR
TO MAINTAIN ACCESS AT ALL TIMES WITH A STABILIZED
SINGLE 10-FOOT TRAVEL LANE AND FLAGGER.
SMH-5
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
NORTH LAKEWOOD AVENUE
J:
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3
2
7
5
1
N
0 10 20
PLAN
SCALE: 1"=10'
N
0 10 20
NOTE:
STABILIZED ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.
1
Page 311 of 576
16+00 17+00 18+00
CO
34"
OH
E
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE
O
H
E
O
H
E
OH
E
OH
E
OH
E
OH
E
UGFBO UGFBO UGFBO
G G G G G G G G G G G G G G G G G G G G G G
UG
E
UGEUGE
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
18"
S INV (18"RCP) ELEV=128.78'
MPH 25
WATER
WATER
WATER
WATER
MON 4"X4" (fnd)
WATER
WATER
X-CUT (fnd)
MEMORIAL MARKER
FM
FM
LA
U
R
E
L
R
I
D
G
E
A
V
E
N
U
E
TRACT C
LIFT
STATION
5' METAL FENCE
N&D NO ID (fnd)N&D NO ID (fnd)
EDGE OF
ASPHALT ROAD
CONCRETE
DRIVEWAY
SCB TOP OF GRATE ELEV=129.34'
N INV (18"RCP) ELEV=126.79
E INV (24"RCP) ELEV=126.70
S INV (24"RCP) ELEV=126.59
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545170.7030
E:482058.1970
ELEV:130.40' (NAVD 1988)
10' LANDSCAPE, UTILITY,
WALL & SIGNAGE
EASEMENT(P)
5' ADDITIONAL R/W(P)
12" PVC S
109 LAUREL RIDGE AVE
107 LAUREL RIDGE AVE
8"
P
V
C
S
MA
T
C
H
LI
N
E
CP
-
5
U
P
P
E
R
CP
-
5
L
O
W
E
R
STEP 5A
STEP 5
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
LAUREL RIDGE AVENUE IS A DEAD END ROAD,
CONTRACTOR TO MAINTAIN ACCESS AT ALL TIMES WITH A
STABILIZED SINGLE 10-FOOT TRAVEL LANE AND FLAGGER.
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
SMH-7
SMH C
NORTH LAKEWOOD AVENUE
14+00 15+00 16+00
B-6
CO CO
CO20/10" TWIN O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
U
G
F
B
O
UGFBO UGFBO UGFBO UGFBO
UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE
O
H
E
O
H
E
O
H
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGFBO UGFBO
U
G
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
G G G G G G G G G G G G G G G G G G G G G
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
SCB TOP OF GRATE ELEV=128.65'
S INV (15"RCP) ELEV= 126.18
IRC 1/2" LB 4596 (fnd)
IP 1" (fnd)
STONE PLATER
5' METAL FENCE
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1544881.6580
E:482058.2010
ELEV:127.89' (NAVD 1988)
5' METAL FENCE
5' WIDE CONC SIDEWALK
N&D NO ID (fnd)
CONCRETE
DRIVEWAY
DIRT DRIVE WAY
CONCRETE
SCB TO OF GRATE ELEV=127.09'
N INV (24"RCP) ELEV=124.29
S INV (24"RCP) ELEV=124.19
DIRT DRIVEWAY
SMH-6 (PHASE 1)B-6
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
MA
T
C
H
LI
N
E
CP
-
5
CP
-
5
MA
T
C
H
LI
N
E
CP
-
5
U
P
P
E
R
CP
-
5
L
O
W
E
R
STEP 5A
STEP 5
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
NORTH LAKEWOOD AVENUE
J:
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5
1
N
0 20 40
PLAN
SCALE: 1" = 10'
N
0 20 40PLAN
SCALE: 1" = 10'
NOTE:
STABILIZED ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.
Page 312 of 576
21+00 22+00
B-4
CO
CO
CO
120+00
12"
OH
E
O
H
E
O
H
E
O
H
E
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
G G G G G G G G G G G G G G G G G G G G G G
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
IRC 1/2" LB 7833 (fnd)
STOP N&D LB 6987 (fnd)
DMH TOP OF LID ELEV=134.98'
N INV (34"X53"ERCP) ELEV=130.73
W INV (18"RCP) ELEV=130.93
E INV (48"CMP) ELEV=130.44
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545497.1210
E:482028.4270
ELEV:132.68' (NAVD 1988) FM ARV
SCB TOP OF GRATE ELEV=134.62'
N INV (15"RCP) ELEV=130.82
E INV (38"X60" RCP) ELEV=130.82
S INV (34"X53"ERCP) ELEV=130.75
4' WOOD
PICKET FENCE
4' WOOD
PICKET FENCE
4' CHAIN
LINK FENCE
GATE
GATE
DIRT DRIVE WAY
PID:07-22-28-0000-00-060
DOC#20190801059
MITERED END SECTION
W INV (38"X60"ERCP) ELEV=131.10'
BACK OF CURB
17
T
H
A
V
E
N
U
E
CONCRETE
DRIVEWAY
CONCRETE DRIVEWAY
CONCRETE
DRIVEWAY
SMH-8
B-4
STEP 6
MA
T
C
H
LI
N
E
CP
-
6
U
P
P
E
R
CP
-
6
L
O
W
E
R
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR ACROSS NORTH
LAKEWOOD AVENUE PER FDOT SPI 102-660 OR PROVIDE PEDESTRIAN
SPECIAL DETOUR ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE 17TH AVENUE FOR STEP 6
CONSTRUCTION AND DETOUR LOCAL
TRAFFIC ONTO 16TH AVENUE SMH-16
STEP 6A
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
PROVIDE PEDESTRIAN SPECIAL DETOUR
AROUND WATER MAIN CONSTRUCTION PER
FDOT SPI 102-660 (TYP)
SMH-17
NORTH LAKEWOOD AVENUE
19+00 20+00
B-5
CO
CO
X
X
X
X
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE
O
H
E
O
H
E
OHE OHE OHE
G G G G G G G G G G G G G G G G G G G G
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
S INV (18"RCP) ELEV=128.78'
MEMORIAL MARKER
X-CUT (fnd)
WATER
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1545497.1210
E:482028.4270
ELEV:132.68' (NAVD 1988)
WATER
WATER
FM
4' CHAIN LINK FENCE
4' BARBED-WIRE FENCE
LA
U
R
E
L
R
I
D
G
E
A
V
E
N
U
E
5' WIDE CONC SIDEWALK
CONCRETE DRIVEWAY
CONCRETE
DRIVEWAY
12" PVC S
B-5
8"
P
V
C
S
LAUREL RIDGE AVENUE IS A DEAD END ROAD,
CONTRACTOR TO MAINTAIN ACCESS AT ALL TIMES WITH A
STABILIZED SINGLE 10-FOOT TRAVEL LANE AND FLAGGER.
STEP 6
MA
T
C
H
LI
N
E
CP
-
6
U
P
P
E
R
CP
-
6
L
O
W
E
R
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
STEP 6A
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN
DETOUR ACROSS NORTH LAKEWOOD AVENUE
PER FDOT SPI 102-660 OR PROVIDE PEDESTRIAN
SPECIAL DETOUR ADJACENT TO WORK ZONE PER
FDOT SPI 102-660.
SMH-7
NORTH LAKEWOOD AVENUE
J:
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NO
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:
5
PLAN
SCALE: 1" = 10'
CO
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L
3
2
7
5
1
N
0 20 40
PLAN
SCALE: 1" = 10'
N
0 20 40
NOTE:
STABILIZED ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.
Page 313 of 576
23+00 24+00
CO
CO
12"12"
O
H
E
O
H
E
O
H
E
O
H
E
OH
E
O
H
E
O
H
E
O
H
E
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UG
F
B
O
UG
F
B
O
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
G G G G G G G G G G G G G G G G G G G G G G
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
IRC 1/2" LB 7833 (fnd)
ENTRANCE ONLY ENTRANCE ONLY
STOP N&D LB 6987 (fnd)
SCB TOP OF GRATE ELEV=134.83'
S INV (15"RCP) ELEV=131.54
LIL LIGHTS
PRESCHOOL
OCOEE CHURCH
OF GOD
4' PVC FENCE 4' PVC FENCE
PID:07-22-28-0000-00-050
DOC#20040681218PID:07-22-28-0000-00-057
DOC#20190801059PID:07-22-28-0000-00-060
DOC#20190801059
IR 1/2" (fnd)
5' CHAIN-LINK FENCE
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
17
T
H
A
V
E
N
U
E
ASPHALT DRIVEWAY
SMH-8
12" PVC S
STEP 7A
STEP 7
MA
T
C
H
LI
N
E
CP
-
7
U
P
P
E
R
CP
-
7
L
O
W
E
R
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE DURING
CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND APPURTENANCES AS
NECESSARY.
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
SMH-16
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
SMH-17
CLOSE 17TH AVENUE FOR STEP 7
CONSTRUCTION AND DETOUR LOCAL
TRAFFIC ONTO 15TH AVENUE
NORTH LAKEWOOD AVENUE
25+00
B-3
COO
H
E
O
H
E
O
H
E
O
H
E
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
G G G G G G G G G G G G G G G
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
16
T
H
A
V
E
N
U
E
PID:07-22-28-0000-00-050
DOC#20040681218
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1546051.7920
E:482073.7180
ELEV:139.72' (NAVD 1988)
IP 212 (fnd)
5' CHAIN-LINK FENCE
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
NORTH LAKEWOOD AVENUE
SMH-9
B-3
MA
T
C
H
LI
N
E
CP
-
7
U
P
P
E
R
CP
-
7
L
O
W
E
R
STEP 7
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE DURING
CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND APPURTENANCES AS
NECESSARY.
CLOSE 16TH AVENUE FOR STEP 7
CONSTRUCTION AND DETOUR LOCAL
TRAFFIC ONTO 15TH AVENUE
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
SMH-18
STEP 7A
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
J:
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K
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:
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D
:
DA
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:
1 2
PR
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:
DA
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:
3 4
CA
D
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D
:
DE
S
I
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N
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D
:
DRAWING
RE
V
I
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S
NO
AP
P
'
D
DA
T
E
SU
B
M
I
S
S
I
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N
:
5
PLAN
SCALE: 1" = 10'
CO
N
S
T
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U
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T
I
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P
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A
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P
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F
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CP-8
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02
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21
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1
S
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,
S
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E
2
9
0
,
M
A
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T
L
A
N
D
,
F
L
3
2
7
5
1
PLAN
SCALE: 1" = 10'
N
0 20 40
N
0 20 40
NOTE:
STABILIZED ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.
1
1
Page 314 of 576
26+00 27+00
CO
CO CO
12"
24"
6"
13"
10"
6"
7"7"14"
10"
9"9"
10"
8"
10"
7"
O
H
E
O
H
E
O
H
E
UGFBO UGFBO UGFBO UGFB
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UG
F
B
O
UG
F
B
O
UG
F
B
O
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O
H
E
OH
E
O
H
E
OH
E
OH
E
O
H
E
G G G G G G G G G G G G G G G G G G
U
G
F
B
O
UG
F
B
O
UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
STOP
WATER
IRC 5/8" PSM 5205 (fnd)
4' POST RAIL FENCE
16
T
H
A
V
E
N
U
E
PID:07-22-28-0000-00-099
DOC#20200253532
PROJECT BENCHMARK
SET NAIL & DISK L&S LB 7829
N:1546051.7920
E:482073.7180
ELEV:139.72' (NAVD 1988)
IRC 5/8" PSM 5205 (fnd)
IRC 5/8" PSM 5205 (fnd)
IP 212 (fnd)
IRC 5/8" PSM 5205 (fnd)
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY CONCRETE
DRIVEWAY
CONCRETE DRIVEWAY
CONCRETE
DRIVEWAY
SMH-9
12" PVC S
SMH-18
MA
T
C
H
LI
N
E
CP
-
8
U
P
P
E
R
CP
-
8
L
O
W
E
R
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
STEP 8
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR ACROSS NORTH
LAKEWOOD AVENUE PER FDOT SPI 102-660 OR PROVIDE PEDESTRIAN
SPECIAL DETOUR ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
STEP 8A
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE 16TH AVENUE FOR STEP 8 CONSTRUCTION
AND DETOUR LOCAL TRAFFIC ONTO PETERS
AVENUE OR 17TH AVENUE
NORTH LAKEWOOD AVENUE
28+00 29+00
CO
CO
CO
CO
37"
35"
12"
9"
6"6"
6"7"
9"
8"
7"
10"
15"
11"
10"
6"
6"8"6"9"
14"
9"
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
O
H
E
OH
E
O
H
E
O
H
E
G G G G G G G G G G G G G G G G G G
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO UGFBO
STOP
WATER
4' POST RAIL FENCE
15
T
H
A
V
E
N
U
E
PID:07-22-28-0000-00-099
DOC#20200253532
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1546358.9390
E:482064.2430
ELEV:142.01' (NAVD 1988)IRC 5/8" PSM 5205 (fnd)IRC 5/8" PSM 5205 (fnd)
IRC 5/8" PSM 5205 (fnd)
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE DRIVEWAY CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
12" PVC S
STEP 8
MA
T
C
H
LI
N
E
CP
-
8
U
P
P
E
R
CP
-
8
L
O
W
E
R
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
CLOSE 15TH AVENUE FOR STEP 8 CONSTRUCTION
AND DETOUR LOCAL TRAFFIC ONTO PETERS
AVENUE OR 16TH AVENUE
CLOSE SIDEWALK AND PROVIDE PEDESTRIAN DETOUR
ACROSS NORTH LAKEWOOD AVENUE PER FDOT SPI
102-660 OR PROVIDE PEDESTRIAN SPECIAL DETOUR
ADJACENT TO WORK ZONE PER FDOT SPI 102-660.
STEP 8A
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE
NORTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE
DURING CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND
APPURTENANCES AS NECESSARY.
SMH-10
SMH-19
NORTH LAKEWOOD AVENUE
J:
\
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\
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8
8
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W
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R
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S
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W
E
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A
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E
2
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A
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G
S
\
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1
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Page 315 of 576
31+00 32+00 33+00 33+75
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1 38
LAKEWOOD
MANOR
PLAT BOOK 72,
PAGE 100
LAKEWOOD
MANOR
PLAT BOOK 72,
PAGE 100
PROJECT BENCHMARK
SET IRON ROD & CAP L&S LB 7829
N:1546773.1960
E:482015.0010
ELEV:144.71' (NAVD 1988)
LANDSCAPE AREA
B-1
STEP 10
CLOSE ONE SIDEWALK AT A TIME ALONG CLINGER
COVE ROAD AND PROVIDE PEDESTRIAN DETOUR
ACROSS CLINGER COVE ROAD FOR ACCESS TO
NORTH LAKEWOOD DRIVE PER FDOT SPI 102-660.
CLOSE EASTBOUND LANE AND THEN ALTERNATE TO CLOSE
WESTBOUND LANE TO CONSTRUCT SEWER FORCE MAIN PER FDOT SPI
102-603. UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON
TRENCH. ALLOW A SINGLE 10-FOOT TRAVEL LANE DURING CLOSURE.
CLOSE SOUTHBOUND LANE TO CONSTRUCT SEWER FORCE MAIN PER FDOT SPI 102-603.
UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE NORTHBOUND
SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE DURING CLOSURE.
PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND APPURTENANCES AS NECESSARY.
NORTH LAKEWOOD AVENUE
30+00 31+00
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UTILIZE FDOT SPI 102-600 FOR DROP-OFF PROTECTION ON TRENCH. STABILIZE NORTHBOUND
SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE DURING CLOSURE.
PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND APPURTENANCES AS NECESSARY.
PROVIDE PEDESTRIAN SPECIAL DETOUR AROUND SEWER
MAIN, SEWER LATERAL, WATER MAIN, AND WATER
SERVICE CONSTRUCTION PER FDOT SPI 102-660 (TYP)
CLOSE NORTHBOUND LANE TO CONSTRUCT SEWER AND WATER UTILITIES AND FORCE MAIN PER
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SOUTHBOUND SHOULDER AS NECESSARY TO ALLOW A SINGLE 10-FOOT TRAVEL LANE DURING
CLOSURE. PERFORM TEMPORARY RELOCATIONS OF ABOVE GROUND APPURTENANCES AS
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CLOSE 15TH AVENUE FOR STEP 9
CONSTRUCTION AND DETOUR LOCAL
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1
Page 316 of 576
Mayor Commissioners Rusty Johnson Scott R. Kennedy, District 1 Rosemary Wilsen, District 2
City Manager Richard Firstner, District 3 Craig Shadrix George Oliver III, District 4
Addendum No.2 ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2 Page 1
March 26, 2026
ADDENDUM NO. TWO (2)
CITY OF OCOEE
ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2
This addendum shall modify and become a part of the original ITB Documents for ITB #26-004. This
addendum consists of ten (10) pages. Bidders should acknowledge receipt of this addendum in the space
provided in the Bid Form. Failure to do so may subject the Bidder to disqualification.
Answers to questions received and/or Amendments to the ITB Documents are as follows
1.Wright-Pierce Section 01515 – Temporary Bypass Pumping Systems
•The revised Section 01515 will be attached to this addendum.
2.Questions / Answers
Q1. Is this project subject to state bill SB 674, which went into effect on July 1, 2024?
A1. No. Florida SB 674 does not apply to this project because no State of Florida funds are used.
The project is funded by federal and/or local funds only, and therefore the state iron and steel
requirements under SB 674 are not triggered. Phase 2: No federal or state domestic material
requirements apply.
Q2. Is this project subject to BABAA, AIS, or any other federal requirement for domestically made
products?
A2. Yes, by project phase. Phase 1 is subject to federal domestic preference requirements,
specifically Build America, Buy America (BABA) under the Infrastructure Investment and Jobs
Act, implemented by the EPA, and American Iron and Steel (AIS) requirements for water and
wastewater infrastructure. Phase 2 is not subject to federal BABA or AIS requirements.
Page 317 of 576
Addendum No.2 ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2 Page 2
Q3. If domestic materials will be needed, what materials will fall under this requirement?
A3. Domestic production requirements apply only to Phase 1 as follows:
•Phase 1: Federal AIS/BABA requirements apply to iron and steel products and other
covered materials permanently incorporated into the work, including pipe, fittings, valves,
hydrants, manhole frames and covers, restraints, and similar appurtenances.
•Phase 2: No federal or state domestic material requirements apply.
Q4. If State of Florida or Federal funds are being used, where are those funds coming from?
A4. Phase 1 is funded by an EPA federal grant, subject to federal grant conditions including
BABA/AIS and Davis‑Bacon labor standards, as documented in Appendix C – Federal Grant
Compliance Documents of the Project Manual.
Phase 2 is funded by the City of Ocoee’s capital funds (local, non‑federal). No federal funds are
used in Phase 2.
Q5. Please clarify the lane closure requirements. Is the contractor allowed to close the NB lane and leave
it closed overnight and for the amount a days it takes to build that section? Or does the NB lane work
area need to be stabilized up to the base material at the end of each shift and opened back up to nb and SB
traffic?
A5. Any lane closure shall be implemented in accordance with FDOT SPI 102‑603 (with drop‑off
protection per SPI 102‑600), as noted on the plans. Maintenance of Traffic (MOT) devices shall not
remain in place outside of active construction hours. During non‑working hours, the Contractor
shall temporarily restore and reopen the lane with a stabilized surface. Traffic control during
construction periods and all restoration measures shall be detailed and submitted for review and
approval as part of the Temporary Traffic Control (TTC) Plan, in accordance with Plan Sheet
CP‑1 and Specification Section 01570 – Traffic Regulation.
Q6. Are there any work hour restrictions (daytime or nighttime) for this job? Can the scope of work for
the water and sewer construction be done during the daytime or is it only a nighttime work requirement
because of traffic?
A6. Work hour restrictions are defined in the contract documents. Per the General Notes on Phase
1 Plan Sheet C-1, Note 5, and Phase 2 Plan Sheet C-001, Note 5, in the Lakewood Avenue North
Gravity Sewer Project plans the following work hour limitations apply:
Standard construction hours:
10:00 AM to 8:00 PM, Monday through Friday
Maintenance of Traffic (MOT) setup:
May begin no earlier than 9:00 AM
Seasonal adjustment (June 1 through August 1):
Construction activities may occur 7:00 AM to 7:00 PM
Page 318 of 576
Addendum No.2 ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2 Page 3
Q7. Please clarify what this contractor will have to do to treat / discharge the groundwater that is
encountered during utility excavation / installation near the old Circle K store. Will we have to set up a
remediation system to treat any ground water encountered?
A7. A long-term remediation system is not required however if groundwater is encountered during
construction in the area noted on the drawings the contractor must manage, test, and if needed
temporarily treat it and discharge only under the proper permits/authorizations, per Section
02080A – Contaminated Soil and Waste Management and related specs in the Project Manual. The
contractor is expected to submit a Dewatering & Discharge Plan that includes methods, and any
temporary treatment such as filtration/GAC, sampling, discharge location/permit for review before
starting work in this zone.
Q8. Will the roadway detail shown on sheet C305 be used both phase 1 and phase 2 when the roadway is
rebuilt?
A8. The roadway pavement repair detail is the same for both Phase 1 and Phase 2, as shown in the
respective plan sets (Sheet C-6 for Phase 1 and Sheet C-305 for Phase 2). Contractors shall follow
the pavement repair detail included in the applicable phase plans. As noted within the detail,
restoration requirements change south of Station 21+00, and the contractor is responsible for
applying the correct pavement section based on project stationing and jurisdiction, in accordance
with the notes shown on the detail.
Q9. Will the initial pavement pay item under the unit measurement of Tons be used to pay for the 3" of
asphalt and one of the 3 different types of base materials that could be used to repair the roadway? Of
will the base material tonnage be separated into another pay item?
A9. The Initial/Final Pavement item pays asphalt tonnage only (initial/final paving and associated
paving operations); it does not pay for base. Per Section 01150B (14A/14B, 29A/29B), pavement is
measured/paid by ton, while aggregate base/subbase is incidental to the utility items (pipe,
manholes, services, water/force mains) which expressly include “backfilling including aggregate
base and subbase material.”
Q10. Please confirm that there is no existing sanitary sewer mainline or service piping to remove along
Lakewood, North of the existing manhole B located at Security Circle. All Existing sanitary flow comes
to sanitary manhole B from the South.
A10. There is a short section of 8" pipe north of SMH-B. The contractor will be paid for the work
to replace the short section of 8" pipe north of SMH-B with 12" pipe. per Line No. 8 of Section
01150B Measurement and Payment. All existing sanitary flow currently enters SMH‑A via the
force main. There is no active sanitary flow within SMH‑B.
Q11. How much flow comes into Sanitary manhole B? Is it all gravity or is there some forcemain
services that are tied into that system? Will the contractor be able to bypass that manhole into the lift
station in order to core the North hole and resize the East hole to 12"?
A11. There is no active sanitary flow within SMH‑B at this time, and no force main or gravity
services discharge into SMH‑B. Accordingly, no sanitary flow bypass pumping at SMH‑B is
required to core the north manhole opening or to resize the east opening to 12 inches, as shown on
the plans.
Page 319 of 576
Addendum No.2 ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2 Page 4
Q12. How much flow comes into Sanitary manhole C? Is it all gravity or is there some forcemain
services that are tied into that system? Will the contractor be able to bypass the upstream manhole East
of manhole C and pump it into MH 7 in order to take LS 46 offline"?
A12. Sanitary flow enters Sanitary Manhole C (SMH‑C) by gravity from the east at approximately
8 gpm. These values are provided for reference only. The Contractor may bypass from the
upstream manhole east of SMH‑C to MH‑7 to facilitate taking Lift Station 46 (LS‑46) offline;
however, the design, sizing, installation, operation, monitoring, and removal of the bypass system
shall be the Contractor’s responsibility. Specification Section 01515 – Temporary Bypass Pumping
Systems will be issued by addendum and will define minimum requirements for bypass pumping,
automation, redundancy, and operational controls. The Contractor’s bypass approach shall comply
with Section 01515 and the conformed contract documents.
Q13. What is the City's engineers cost estimate for this project - phase 1 and phase 2 together?
A13. The City posted the engineer’s estimate in addendum #1, with a value of $5,044,000.00.
Q14. Can the contaminated groundwater be taken to the City's water treatment plant and disposed off at
the plant?
A14. No. Contaminated groundwater shall not be discharged to or disposed of at the City’s
wastewater treatment plant. Any contaminated groundwater encountered during construction shall
be managed, treated (if required), and disposed of in accordance with Section 02080A –
Contaminated Soil and Waste Management, applicable permits, and regulatory requirements.
Disposal shall be to an approved discharge location or licensed off-site facility, as identified in the
Contractor’s approved Dewatering and Discharge Plan.
Q15. Does the City require sod to be replaced next to EOP where the pavement is being replaced? If so, is
Bahia sod sufficient?
A15. Yes. Sod replacement is required adjacent to the edge of pavement where disturbed by the
work. Bahia sod is acceptable, subject to final confirmation and approval by the City of Ocoee to
match existing conditions.
Q16. What are the current flow calcs? *Note Clarification based on an email received from the
Contractor “the flow calculations at tie in points so we can be sure to utilize the proper means and
methods for bypassing”
A16. Based on the City’s hydraulic model, the existing influent to Lift Station 63 (LS‑63) is
estimated at approximately 735 gpm average daily flow (ADF) and approximately 1,840 gpm under
system average conditions, using a peaking factor of 2.5. These values represent modeled conditions
only and are provided for reference. Final flow assumptions, bypass sizing, and operational
controls shall be the Contractor’s responsibility and shall be addressed in the Contractor’s
proposed means and methods. Specification Section 01515 – Temporary Bypass Pumping Systems
will be issued by addendum and will define minimum requirements for bypass pumping and flow
management; the Contractor’s approach shall comply with the conformed contract documents.
Page 320 of 576
Addendum No.2 ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2 Page 5
Q17. Does the city have a Bypass plan?
A17. No. The City does not provide a bypass plan. The design, sizing, permitting, installation,
operation, monitoring, and removal of any temporary bypass pumping system is the Contractor’s
responsibility. Specification Section 01515 – Temporary Bypass Pumping Systems will be issued by
addendum and will define the minimum requirements for temporary bypass pumping, including
system performance, redundancy, controls, alarms, and submittals. The Contractor’s bypass
pumping approach shall comply with Section 01515 and be submitted for review and approval in
accordance with the contract documents.
Q19. Does Phase 1 or 2 have any minority requirements/goals?
A19. No specific minority participation goals are established for either Phase 1 or Phase 2. The
contract documents do not set percentage goals or mandatory participation requirements for
minority‑owned, women‑owned, or disadvantaged business enterprises. Contractors must,
however, comply with all applicable federal and state non‑discrimination and equal employment
opportunity requirements as outlined in Appendix C of the Project Manual.
Q20. Does Phase 1 or 2 have any Davis Bacon requirements?
A20. Yes, for Phase 1 only. Phase 1 is funded by an EPA federal grant and is subject to
Davis-Bacon prevailing wage requirements, as detailed in Appendix C – Federal Grant Compliance
Documents of the Project Manual. Phase 2 is funded solely by City of Ocoee capital funds and is
not subject to Davis-Bacon requirements.
Q21. Does Phase 1 or 2 have any Build by America requirements?
A21. Please see A2 on Page 1 of this addendum.
Q22. Does this project require a full time on site superintendent?
A22. Yes. The Contractor is required to provide a competent superintendent on‑site at all times
when work is being performed, with full authority to direct the work and coordinate with the City
and Engineer, in accordance with the Specification Section 01001 - General Requirements, Section
1.02 – Labor.
Q23. Does this project require an engineers field office?
A23. No. An engineer’s field office is not required for this project. Any temporary field office
provided by the Contractor is for the Contractor’s convenience and operational needs only and
shall comply with the contract documents. Temporary Field Office costs are incidental to the work
as identified in Specification Section 01150B – Measurement and Payment, Incidental Work Item
24.
Page 321 of 576
Addendum No.2 ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2 Page 6
Q24. What are the allowed work hours for this project?
A24. Please see A6. on Page 2 of this addendum.
3.Additional Project Clarifications
•The following items are provided for clarification purposes only and were not submitted as bidder
questions, but are included to ensure a clear and consistent understanding of the project
requirements.
1. The project is intended to have a minimum of one crew working at all times during construction
work hours throughout the duration of the project. This will be added as part of the specifications
in the conformed documents, however, please note this should apply to Specification Section
01010.
2. The project intends that MOT devices should not remain in place outside of active construction
hours. This requirement will be incorporated into the conformed contract documents and shall
apply to Plan Sheet CP‑1 and Specification Section 01570 – Traffic Regulation.
3.Appendix C Federal Grant Compliance Documents address the primary federal requirements
(Davis-Bacon, BABA/AIS, record retention, and reference to 2 CFR Part 200). The bid
documents incorporate the federal procurement standards under 2 CFR Part 200 and require
compliance with Appendix II to 2 CFR 200, which generally covers the required federal contract
provisions. Because of this, the documents are considered compliant as written.
Alexis Chentouf
Alexis Chentouf
Purchasing Technician
cc: Jen Bolling, Utilities Director
Attachments:
Wright-Pierce Section 01515 – Temporary Bypass Pumping Systems
Page 322 of 576
01515-1
21787
SECTION 01515
TEMPORARY BYPASS PUMPING SYSTEMS
PART 1 - GENERAL
1.1 DESCRIPTION
A. The Contractor shall design, furnish, install, test, operate, maintain and remove
temporary bypass pumping system(s) in order to divert sewage flow around the work
area. Temporary bypass pumping system(s) shall be fully automated and able to
reliably convey the full range of wastewater flows, as scheduled herein.
1.2 REQUIREMENTS SPECIFIED ELSEWHERE
A. Additional Requirements are specified elsewhere including, but not necessarily
limited to, General Conditions, Supplementary Conditions, and Division 1.
1.3 QUALITY ASSURANCE
A. All system components specified herein shall be furnished by a Supplier who
regularly engages in temporary bypass pumping systems. Supplier shall have a
minimum of 15 years of experience with temporary bypass pumping systems.
Supplier shall provide at least 5 references of project of a similar size and complexity
as this project that have been performed within the past 5 years within Florida.
B. Supplier shall have sufficient equipment and spare parts inventory to perform normal
rentals, including this project, and maintain at least 100% reserve equipment for this
project for immediate delivery. Supplier shall have sufficient service personnel to
provide service calls within 4 hours, 24 hours per day, 7 days per week.
C. Temporary bypass pumping systems shall be:
Xylem Dewatering Solutions, (Godwin Pumps);
United Rentals (Thompson Pumps);
or equal.
D. A qualified representative of the Supplier shall inspect the installation and supervise
the startup and testing of the temporary bypass pumping system.
E. The temporary bypass pumping system shall meet all applicable local, state and
federal requirements.
F. The temporary bypass pumping system shall be designed by a Professional Engineer
licensed to practice in the State of Florida. Compliance with this requirement shall
be demonstrated via a signed and sealed submittal package, as specified herein.
1.4 SUBMITTALS
A. In accordance with the requirements of the City of Ocoee Specification Section
01340 - Shop Drawings, Working Drawings, And Samples.
Qualifications information
Proposed schedule, sequence of construction, duration of activities and
description of sewer control methods to be utilized for each element of the
project.
Page 323 of 576
01515-2
TEMPORARY BYPASS PUMPING SYSTEMS
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Coordination Drawings showing detailed layout of equipment, pumps, suction
piping, discharge piping, fittings, valves, supports, materials, temporary
enclosure and temporary odor control provided under this section.
List of duty equipment, pumps, piping, fittings, valves, and materials to be
utilized by the Contactor for the temporary bypass pumping system. Identify
weather-protection and winterization provisions.
List of standby equipment and spare parts available on-site and off-site in order
to ensure uninterrupted operation of the bypass pumping system in the event of
a utility power failure.
Fuel consumption rate at full speed duty and standby pumping.
Fuel storage tank and secondary containment provision, including Spill
Prevention Control and Countermeasure (SPCC) Plan, if applicable.
Catalog cut sheets/ technical data for equipment and appurtenances.
Performance curves for wastewater bypass pumps and suction lift, static head,
headloss, and total dynamic head (TDH) calculations.
Description of maintenance procedures to be utilized.
Description of controls and alarm equipment to be utilized. Sample alarm log.
Names of individuals responsible for on-call response, 24 hours per day, 7 days
per week. Call list for alarm response.
B. No construction related activities requiring the need for bypass pumping operations
shall begin until the related project submittals are reviewed and all provisions of the
work have been fully coordinated with the Owner, Agency, Engineer and any other
parties having jurisdiction for the proposed work activities.
PART 2 - PRODUCTS
2.1 WASTEWATER BYPASS PUMPING SYSTEM
A. Pumping Equipment:
Temporary bypass pumping system(s) shall designed to convey the full range
of flows and head conditions, as scheduled herein, under all weather conditions.
Lift Station 63 Lift Station 46
Duty Raw unscreened sewage Raw unscreened sewage
Duty Pumps Diesel Diesel
Standby Pumps Diesel Diesel
Variable Speed Required for
Duty Pumps Yes Yes
Peak Instantaneous Flow 1,840 gpm 20 gpm
Average Flow 735 gpm 8 gpm
Minimum Flow 100 gpm 0 gpm
The temporary bypass pumping system shall be able to convey the peak
instantaneous flow, as scheduled herein:
a. with the largest available pump off-line; and
Page 324 of 576
01515-3
TEMPORARY BYPASS PUMPING SYSTEMS
21787
b. without utility power.
Each pump shall be a skid-mounted unit. The pump system may utilize
available on-site manholes, junction/splitter structures, and/or tankage for
suction and discharge, as appropriate.
The pumps shall be centrifugal trash pumps suitable for handling raw,
unscreened sewage with solids up to 3 inches in diameter, and capable of
running completely dry for extended periods of time without damage. Pumps
shall be capable of static suction lifts to 28 vertical feet, at sea level.
The pump priming system shall be fully automatic, needing no form of
adjustment or manual addition of water. The priming system shall be capable
of priming the pump from a completely dry casing.
All pumps shall be critically silenced to less than 69 decibels at 30 feet.
Contractor shall provide appropriately sized portable spill guard containment
dikes to contain leaks resulting from the pumping system, from the fuel storage
tanks(s) and/or from the pumps and process piping within 5 feet of the system.
B. Piping
Suction piping and discharge piping shall be constructed of:
a. Rigid galvanized steel pipe with ball and socket joints, Bauer HK Quick
Coupling Piping or equal.
b. Fused HDPE piping
c. Connection to existing piping shall be made equivalent materials.
Aluminum "irrigation" type piping or glued PVC pipe shall not be allowed.
C. Controls and Alarms
The pump set shall be furnished with a weather-proof automatic control system
consisting of floats and/or transducer level controls.
The controller shall start/stop the pumps based on signals from high and low
level floats or a transducer. The controller shall be capable of automatically
varying the pump speed to match varying flow conditions and maintain a
constant suction level, if scheduled herein.
The controller shall annunciate and log all alarm conditions including but not
limited to high upstream water level, duty pump failure, utility power loss and
standby pump failure. The alarm log shall include the type of alarm, time of
alarm, time alarm acknowledged, and time alarm condition cleared.
Annunciation shall be via teledialer, two-way radio, cellular telephone, or
equivalent.
PART 3 - EXECUTION
3.1 COORDINATION OF WORK
A. Provide all labor and equipment necessary to coordinate work of this section and
maintain communications.
B. Notify all personnel, including but not limited to Owner, Engineer and Utility
Companies, seven days in advance of any temporary bypass pumping work. The
Owner will identify personnel to be notified in addition to those identified by the
Contractor.
C. Contractor shall coordinate temporary bypass pumping operations with the Owner
and Engineer on a daily basis.
Page 325 of 576
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3.2 PERFORMANCE:
A. General
The Contractor shall install and test all sewer flow control methods to the
satisfaction of the Owner and Engineer prior to proceeding with the Work.
The Contractor shall be solely responsible for clean-up, repair, property damage
costs and claims resulting from failure of the diversion system.
Any temporary pumps, piping, fuel storage, or other appurtenances associated
with the temporary pumping system shall be either located above the 100-year
flood elevation or protected against flotation or other damage which would be
caused by a flood event.
B. The temporary bypass pumping system shall be furnished, installed, tested, operated,
maintained and removed as follows:
The Contractor shall furnish, install, and test temporary bypass pumping system
and discharge pipelines.
The Contractor shall test and debug all systems and verify that all necessary
equipment, materials, spare parts, and labor are available on-site prior to
operation of the system and prior to the demolition of any part of the existing
pumping station facilities.
The Contractor shall operate and maintain the system until the new Work is
completed, demonstration tested and accepted by the Owner and Engineer.
Contractor shall coordinate with the Owner on a daily basis.
Contractor shall be responsible for making regulatory reporting notifications
for any release of wastewater or fuel to the environment. Contractor shall
provide copies of notifications to the Owner and Engineer.
The Contractor shall anticipate that the Owner will require 7 calendar days of
operation on the new, permanent Work following satisfactory completion of
demonstration testing prior to beginning disassembly of the temporary bypass
pumping system.
Upon receipt of approval by the Owner and Engineer, the Contractor shall
disassemble and remove the temporary bypass pumping system, including all
appurtenant piping. Contractor shall restore the area impacted by the temporary
bypass pumping system to a like-new condition.
C. Contractor shall be responsible for cleanup, repairs, restoration and fines required to
address spills or overflows from a failed bypass pumping system.
END OF SECTION
Page 326 of 576
Mayor Commissioners Rusty Johnson Scott R. Kennedy, District 1
Rosemary Wilsen, District 2
City Manager Richard Firstner, District 3 Craig Shadrix
George Oliver III, District 4
Addendum No.3 ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2 Page 1
March 30, 2026
ADDENDUM NO. THREE (3)
CITY OF OCOEE
ITB #26-004 Lakewood Avenue North Gravity Sewer Project Phase 1 & Phase 2
This addendum shall modify and become a part of the original ITB Documents for ITB #26-004. This
addendum consists of one (1) page. Bidders should acknowledge receipt of this addendum in the space
provided in the Bid Form. Failure to do so may subject the Bidder to disqualification.
Answers to questions received and/or Amendments to the ITB Documents are as follows
1. Questions / Answers
Q1. Would the City be able to clarify with detailed instructions on the analytical testing and
characterization for the contaminated soils on this job? As well as how often are we to conduct testing?
A1. The contractor shall perform 5 tests along the length of the trench bottom to verify that there is
no contaminated soil. Soil should be tested using FDEP/EPA approved testing methods.
Alexis Chentouf
Alexis Chentouf
Purchasing Technician
cc: Jen Bolling, Utilities Director
Page 327 of 576