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HomeMy WebLinkAboutItem 11 Approval of Large Scale Final Site Plan for Plantation Grove Phase 3, Lot 2 center of GOOd l.t <<:.'f>e.. . ... ... "~ ~ AGENDA ITEM COVER SHEET Meeting Date: September 6, 2005 Item # --D Catherine Armstrong ~';~':;v;~=~t Director: LIJ; 905-3100 X1020 City Manager: q;k ---.. Subject: Large Scale Final Site Plan for Plantation Grove Phase 3, Lot 2. Contact Name: Contact Number: ~ Background Summary: The Plantation Grove commercial subdivision is located on the northeast corner of Maguire Road and Moore Road, with Phase 3, Lot 2 being located directly south of the Publix Shopping Center, east of the Hess gas station. The subject property comprises a single lot totaling 7.94 acres, is zoned Commercial Planned Unit Development (PUD) and designated as Commercial on the Future Land Use Map (FLUM). Staff has determined that the proposal is consistent with the approved PUD plan, the Preliminary Subdivision Plan and the Final Subdivision Plan for Plantation Grove. Conditions of Approval affecting this portion of the site in the original PUD have been incorporated into the plans. The Plantation Grove Phase 3, Lot 2 Large Scale Final Site Plan is proposed to be developed with commercial uses in four (4) phases. Phase 1 is proposed to include a 21,520 square foot General Business building with approximately 13 tenant spaces; Phase 2 is proposed to include a 3,820 square foot AmSouth Bank, with five (5) drive-thru lanes; Phase 3 is proposed to include a 6,000 square foot high- quality restaurant; and Phase 4 is proposed to include a 8,000 square foot building which will function as either a restaurant, retail or daycare use. The outparcels will not be sold fee-simple, but will be leased. Issue: Should the Honorable Mayor and City Commissioners approve the Large Scale Final Site Plan for Plantation Grove Phase 3, Lot 2? Recommendations: Based on the recommendation of the DRC and the Planning & Zoning Commission, Staff respectfully recommends that the Mayor and City Commissioners approve the Large Scale Final Site Plan for Plantation Grove Phase 3, Lot 2, as date stamped received by the City on August 24, 2005, subject to the replat of the property and the applicant making the changes requested by the Engineering Department prior to the issuance of the Building site plan permit. Attachments: Location Map, Zoning Map and FLU Map; Large Scale Final Site Plan date stamped August 24, 2005. Financial Impact: Unknown Type of Item: o Public Hearing o Ordinance First Reading o Ordinance First Reading For Clerk's DeDi Use: o Consent Agenda o Public Hearing D Resolution ~ Commission Approval D Discussion & Direction D Regular Agenda D Original DocumenUContract Attached for Execution by City Clerk D Original DocumenUContract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by ( ) o N/A ~ N/A o N/A Citv Mana2'er Robert Frank c.enter of GoocIlJ ~ Commissioners Danny Howell. District 1 Scott Anderson. District 2 Rustv Johnson. District 3 Nancv J. Parker. District 4 Mavor S. Scott Vandergrift STAFF REPORT FROM: The Honorable Mavor and City Commissioners Catherine Armstrong, Planning Manager ~ Russ Wagner, AICP, Community Development Director ~ TO: THROUGH: DATE: August 24, 2005 RE: Plantation Grove Phase 3, Lot 2 Large Scale Final Site Plan ISSUE: Should the Mayor and City Commission recommend approval of the Large Scale Final Site Plan for Plantation Grove Phase 3, Lot 2? BACKGROUND/DISCUSSION: The Plantation Grove commercial subdivision is located on the northeast corner of Maguire Road and Moore Road, with Phase 3, Lot 2 being located directly south of the Publix Shopping Center, east of the Hess gas station. The subject property comprises a single lot totaling 7.94 acres, is zoned Commercial Planned Unit Development (PUD) and designated as Commercial on the Future Land Use Map (FLUM). Staff has determined that the proposal is consistent with the approved PUD plan, the Preliminary Subdivision Plan and the Final Subdivision Plan for Plantation Grove. Conditions of Approval affecting this portion of the site in the original PUD have been incorporated into the plans. This includes the developer paying to the City of Ocoee their share of the cost of improvements to Moore Road in the amount of $135,031. In accordance with Condition of Approval # 12, this payment is required to be received prior to building permits being issued for Phase 3. The site is undeveloped and covered with scattered trees located throughout the site. Two existing retention ponds are located on the subject property parallel to Moore Road and will be relocated to a master stormwater pond on the east side of the property during site construction. To the north of the subject property is the existing Publix supermarket, zoned Commercial PUD and designated as Commercial on the FLUM. To the west is a Hess gas station, zoned Commercial PUD and designated as Commercial on the FLUM. South of the subject property is Moore Road with associated right-of-way. On the south side of Moore Road are properties that are currently vacant, but were the subject of a Small Scale Comprehensive Plan Amendment (Ordinance No. 2004-18 approved by the City Commission on August 17, 2004 changing the Future Land Use Map from Low Density Residential to Commercial), a Planned Unit Development (PUD) Land Use Plan (approved by the City Commission on August 17, 2004) and a Preliminary Subdivision (approved by the City Commission on August 17, 2004) entitled as "Westridge." To the east of the subject property is vacant land zoned High Density PUD and designated as High Density Residential on the FLUM. The Plantation Grove Phase 3, Lot 2 Large Scale Final Site Plan is proposed to be developed with commercial uses in four (4) phases. Phase 1 is proposed to include a 21,520 square foot General Business building with approximately 13 tenant spaces; Phase 2 is proposed to include a 3,820 square foot AmSouth Bank, with five (5) drive-thru lanes; Phase 3 is proposed to include a 6,000 square foot high-quality restaurant; and Phase 4 is proposed to include a 8,000 square foot building which will function as either a restaurant, retail or daycare use. The outparcels will not be sold fee-simple, but will be leased. Access into the subject site will be provided from Moore Road, with a single lane entering the project and two lanes exiting the project (left turn lane and right turn lane). Additionally, there will be an access provided through the subject property to Maguire Road to the west and to the Publix shopping center to the north. The City Commission approved three (3) waivers from the Land Development Code when the Large Scale Preliminary Site Plan was approved on May 3, 2005. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on August 2, 2005 and reviewed the Large Scale Final Site Plan. Staff discussed with the applicant the outstanding comments from Foley and Lardner, the Engineering Department and the Planning Division, which were identified in written form to the committee and the applicant. The applicant agreed to make all of the recommended changes requested by staff. The DRC voted 6-1 to recommend approval of the Large Scale Final Site Plan, subject to the developer making changes on the plans based on written comments (see attached) raised at DRC prior to the City Commission meeting scheduled for September 6, 2005. PLANNING AND ZONING COMMISSION RECOMMENDATION: On August 9, 2005, the Planning and Zoning Commission held a public hearing to consider the proposed Large Scale Final Site Plan for Plantation Grove Phase 3, Lot 2. The City Staff and the Applicant of the project answered questions from the commission regarding the outstanding issues the applicant would be addressing prior to the City Commission meeting. Additionally, the City Attorney asked that the Planning and Zoning Commission add to their motion that the approval is subject to the replat of the property. No other issues were discussed. The Planning and Zoning Commission vote unanimously to recommend approval of the Large Scale Final Site Plan for Plantation Grove Phase 3, Lot 2, as date stamped received by the City on August 3, 2005, subject to the applicant incorporating the outstanding staff comments into the site plan prior to the City Commission meeting and subject to the replat of the property. The applicant has revised the site plan consistent with the outstanding staff comments raised at DRC. The only remaining comments are from the Engineering Department as follows: 1. Remove the references to the City furnishing the irrigation meter. 2. Avid Engineering will survey the outfall to the westernmost pond to confirm the overflow elevation of the storm water ponds. 3. The water connection at the southern side of the property will be to either the water main on Moore Road or on the City's side of the gate valve to the stub out to the emergency connection to Phase 2. The Engineering Department has contacted the applicant and has agreed to make the corrections prior to the City's issuance of the Building site plan permit. STAFF RECOMMENDATION: Based on the recommendation of the DRC and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commission approve the Large Scale Final Site Plan for Plantation Grove Phase 3, Lot 2, as date stamped received by the City on August 24, 2005, subject to the replat of the property and the applicant making the changes requested by the Engineering Department prior to the issuance of the Building site plan permit. Attachments: Location Map, Zoning Map and FLU Map; Large Scale Final Site Plan, date stamped August 24, 2005 O:\Staff Reports\2005\SR05040 _ CA_Plantation_ GroveJSP .doc - Plantation Grove Lot 2 Phase 3 Location Map ~ J C IN N ::Y 111 m I) Y / Tl~ I \ ------i l- i--- LI- I--- t--- ( - - - - ----! -----I ~\ ,-----j - - -J~ ( ~ (I - ~ ~ ( - --..-- - ,K~ JI\I H'{ H.\I I 1 llJ~ ~ f---- ---- ------., D ~ ~ ~ = ....... ~ ~ :2E ~ffiHE ~~ I 1 I\JI(,)(,)I;l~ 1:1(') '"' .11.__.,_. _.~I_ --------- \' / Q~ ,\- I r - GRo~t~ fiR l= / I /' ~ ~, r - ". =-~ J.-. ill) a me - "~ ~ ,If '-- I, ~-n ')0 l^" I." I"" VI" 1/~E; 'r . --.......J ~ !"'l:> ~ 1\ I~ XiI:!. .". ~ (~ ~ ~ W ~ I -/ I d I I / 1- D MOORE-R-Q.L~ J ~_ Ir- .- - ... r- LOR 3 ~ Plantation Grove Phase 3, Lot 2 Surrounding Future Land Use Map e Ocoee Community Development\O!pa 1 inch equals 400 feel 13065 0 130 260 390 Feel Printed: April 2005 CSUbject Property r:rrD Unincorporated Territory &.l;I;I,J and Other Municipalties I J Low Density Residential _ Medium Density Residential _ High Density Residential _ Professional Offices and Services _ Commercial _ Light Industrial _ Heavy Industrial _ Conservation/Floodplains _ Recreation and Open Space _ Public Facilitiesllnstitutional Lakes and Water Bodies Plantation Grove Phase 3, Lot 2 Surrounding Zoning Map , ~ ~ ~ ---~ 11 ::,~ :=:"."::: I~~,j ,...Jd ,_.~ ~:::::~ (::;::~ { .~~ ~ , .~ ~ .' , "OJ ~ ~ . ...- ~lt". '_..'~::~ I ~jlj!: I I I , , D@1 :10. ~.~ CSUbject Property ~ Unincorporated Territory Il;I;l;U and Other Municipalties Zoning Classification: General Agricultural (A-1) _ Suburban (A-2) Single-Family Dwelling (R-1AAA) Single-Family Dwelling (R-1AA) I ., Single-Family Dwelling (R-1A) _ Single-Family Dwelling (R-1) _ One- & Two-Family Dwelling (R-2) _ Multiple-Family Dwelling (R-3) _ Mobile Home Subdivision (RT-1) - Professional Offices & Services (P-S) _ Neighborhood Shopping (C-1) _ Community Commercial (C-2) _ General Commercial (C-3) _Restricted Manufacturing & Warehousing (1-1) _ General Industrial (1-2) lIlIlillI Commercial (PUD) mill Low Density (PUD) _ Medium Density (PUD) D High Density (PUD) _ Public Use (PUD) //.1': Unclassified Lakes and Water Bodies .~~ ~. ~:: ;;.: ~ r.=s.'~ ::~ .<:0.?,~ j ~~dHf~,1 . ~t1 ~~ Ocoee Community 1 inch equals 400 feet 13065 0 130 260 390 Feet I Printed: April 2005 fa ~f ~<:.: ~~: .0;;.- :.~.-.-.-.~- rn .-:-.". ::: ~ ~t :~. :::::: ~ -~ -.-.". ...1 '. . .,.-'" ''$ .~ ....., IN FINAL LARGE SCALE SITE I LAN LOCATIQN MAP LEGAL DESCRIPTION PR�FESSIQNAL TEA CIVIL ENGINEERS/PLANNERS: AVID ENGINEERING, INC. 4901 VINELAND ROAD, SUITE 190 ORLANDO, FLORIDA 32811 (407) 248-0505 GEOTECHNICAL ENGINEERS: ECS, LTD 2815 DIRECTORS ROW, SUITE 500 ORLANDO, FLORIDA 32809 (407) 859-8378 SURVEYORS: ALD II 5850 LAKEHURST DRIVE, SUITE 150-33 ORLANDO, FLORIDA 32819 (407) 352-7181 LANDSCAPE ARCHITECT: AVID ENGINEERING, INC. 2300 CURLEW ROAD PALM HARBOR, FLORIDA 34683 (727) 789-9500 PROJECT ARCHITECT: SCOTT ARCHITECTS 423 SOUTH KELLER ROAD, SUITE 200 ORLANDO, FL, 32810 TRAFFIC ENGINEERS: AVID ENGINEERING, INC. 4901 VINELAND ROAD, SUITE 190 ORLANDO, FLORIDA 32811 (407) 248-0505 TII ITY C1nMPANIF� GAS LAKE APOPKA NATURAL GAS DISTRICT 1320 SOUTH VINELAND ROAD WINTER GARDEN, FLORIDA 34777 (407) 656-2734 SPRINT UNITED P.O. BOX 770339 WINTER GARDEN, FLORIDA 34777 (407) 814-5386 BRIGHT HOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FL 34761 (407) 532-8508 �0_]MAI�j PROGRESS ENERGY 452 EAST CROWN POINT ROAD WINTER GARDEN, FLORIDA 34787 (407) 905-3303 WATER/SEWER CITY OF OCOEE 150 NORTH LAKESHORE DRIVE OCOEE, FLORIDA 34761 (407) 905-3100 CITY OF OCOEE 150 N LAKESHORE DRIVE OCOEE, FLORIDA 34761 (407) 905-3100 CONTRACTOR TO CALL SUNSHINE ONE AT 1-800-432-4770 TO VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. PLANTATION GROV, PHASE 3, LOT 2 (MA UIRE R m & MOORE R CITY of OCOEE, FLORIDA PARCEL I.00m020 MSI Y 2005 RE VI SED JULY 2005 Prep ore For. 11221W07 0 "4WIM10 NATIONAL DEVELOPMENTS, INC. 7505 West: Ca;and Lake Road Orlando, Florida 32819 Tel: (407) 999-9985 Fax: (407) 999-9961 www.unicorpdevelopment.com Prep ore d By: T ENC/NEER//VC /NC, Our company name stands for Itself.. Civil Engineers - Planners Traffic Engineers - Environmental Engineers Landscape Architects = Surveyors 4901 Vineland Road, Suite 190 Orlando, Florida 32811 Phone: (407) 248-0505 Fax: (407) 248-0334 THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI. DIMENSION INFORMA11ON SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING, INC., 0 (407) 248-0505 THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM AVID ENGINEERING, INC. ® COPYRIGHT 2000 AUGUST 23, 2005 Daniel Armstrong P.E. #62569 NOT VAUD UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER AVID ENGINEERING CERTIFICATE OF AUTHORIZATION No. PLAN INDEX 1. COVER SHEET 2. OVERALL SITE PLAN 3. DEMOLITION PLAN 4. SITE GEOMETRY PLAN - SOUTH 5. SITE GEOMETRY PLAN - NORTH 6. PAVING, GRADING AND DRAINAGE PLAN -SOUTH 7. PAVING, GRADING AND DRAINAGE PLAN -NORTH 8. UTILITY PLAN - SOUTH 9• UTILITY PLAN - NORTH 10. SITE GEOMETRY PLAN - AMSOUTH 11. PAVING, GRADING AND DRAINAGE PLAN-AMSOUTH 12. UTILITY PLAN - AMSOUTH 13. CONDITIONS OF APPROVAL 14. PAVING AND DRAINAGE DETAILS 15. PAVING AND DRAINAGE DETAILS 16. PAVING AND DRAINAGE DETAILS 17. WATER AND SEWER DETAILS 18. WATER AND SEWER DETAILS 19. NPDES POLLUTION PREVENTION PLAN L1. LANDSCAPE PLAN L2. LANDSCAPE DETAILS L3. LANDSCAPE NOTES L4 -L7 LANDSCAPE PLAN 11. IRRIGATION PLAN 12. IRRIGATION DETAILS Al. ARCHITECTURAL ELEVATIONS & LIGHTING CUT SHEETS AS1.1 ARCHITECTURAL ELEVATIONS OF WALL AS1.2 ARCHITECTURAL SECTIONS & DETAILS E1.1 GENERAL NOTES, SCHEDULES AND LEGEND E2.1 ELECTRICAL SITE PLAN E2.2 PHOTOMETRIC SITE PLAN E3.1 S1. ELECTRICAL DETAILS AND PANEL SCHEDULES TE)PeeRAPHie SURVEY AND BE)UNBAR)' SITE DATA PROJECT INTENT: TO CONSTRUCT A 3,820 SQUARE FOOT BANK, 21,520 SQUARE FOOT REATAIL, 8,000 SQUARE FOOT RESTAURANT/RETAIL OR DAY CARE BUILDING AND 6,000 SQUARE FOOT RESTAURANT ALONG WITH APPLICABLE PARKING AND DRAINAGE INFASTRUCTURE. PROPERTY OWNER: PROPERTY DEVELOPER: APPLICANT: MAGUIRE CROVES L.L.C. UNICORP NATIONAL DEVELOPMENT, INC. AVID ENGINEERING, INC. 7505 WEST SAND LAKE ROAD 7505 W. SAND LAKE ROAD 4901 VINELAND ROAD, 190 ORLANDO, FLORIDA 32819 ORLANDO, FLORIDA 32819 ORLANDO, FLORIDA 32811 PHONE (407) 999-9985 PHONE (407) 248-0505 EXIST NG PROPERTY AREA: VACANT 7.94 ACRES (345,866 SF) PROPERTY ZONING: CURRENT ZONING: PUD LAND USE DESIGNATION:PHASING (PROPOSED): *PHASE 1 - GENERAL BUSINESS RETAIL COMMERCIAL PHASE 2 - BANK Nl.nXWAIUM BUILDING HEIGHT: PHASE 3 - RESTAURANT 5 FEET PHASE 4 - RESTAURANT OR RETAIL OR DAY CARE SETBACKS AND BUFFERS: *PHASE TO INCLUDED ALL APPICABLE PARKING LANDSCAPE BUILDING AND INFRASTRUCTURE FOR ENTIRE DEVELOPMENT FRONT (MOORE ROAD) 15' 35' INTERNAL 10' 15' REAR (RESIDENTIAL SIDE) 10' 50' MIN. PERVIOUS AREA REQUIRED: 30% MAX. IMPERVIOUS AREA PERMITTED: 70% LOT � OVERAGE CALCULATIONS: (EXISTING) TOTAL i PERVIOUS AREA 16,332 SQ. FT. 0.37 AC. 5% TOTAL PERVIOUS AREA 329,534 SQ. FT. 7.57 AC. 95% TOTAL SITE AREA 345,866 SQ. FT. 7.94 AC. 100% LOT COVERAGE CALCULATIONS: (PROPOSED) PARKING & SIDEWALK AREA 190,960 SQ. FT. 4.384 AC. 55.21% LEASE SITE A -BANK 3,820 SQ. FT. 0.088 AC. 1.11% LEASE SITE B -RETAIL 21,520 SQ. FT. 0.494 AC. 6.22% LEASE SITE C-RESTAURANT/RETAIL OR DAY CARE 8,000 SQ. FT. 0.184 AC. 2.32% LEASE SITE D -RESTAURANT 6,000 SQ. FT. 0.138 AC. 1.73% TOTAL IMPERVIOUS AREA 230,300 SQ. FT. 5.28 AC. 66.59% TOTAL PERVIOUS AREA 115,566 SQ. FT. 2.65 AC. 33.41% TOTAL SITE AREA 345,866 SQ. FT. 7.94 AC. 100% PARKING CODE REQUIREMENT: BANK: 1 SPACE PER 200 S.F. OF GROSS FLOOR AREA GENERAL BUSINESS: 1 SPACE PER 200 S.F. OF GROSS FLOOR AREA RESTAURANT: 1 SPACE FOR EACH 4 FIXED SEATS + 1 SPACE PER 75 S.F. OF PATRON USE, NON SEATED AREAS LEASE SITE A BANK GROSS FLOOR AREA = 3,820 S.F. (3,820 S. F. / 200) = 19 SPACES REQUIRED HANDICAP SPACE: = 1 SPACES REQUIRED LEASE SITE B GENERAL BUSINESS GROSS FLOOR AREA = 21,522 S.F. (21,522 S. F. / 200) = 108 SPACES REQUIRED HANDICAP SPACE: = 5 SPACES REQUIRED LEASE SITE C RESTAURANT GROSS FLOOR AREA = 8,000 S.F. (1 SP/4 SEATS) (200 SEATS) + (1 SP/75 SF) (817 S.F. PATRON USE, NO SEATS)= 61 SPACES REQUIRED HANDICAP SPACE: = 2 SPACES REQUIRED LEASE SITE D RESTAURANT GROSS FLOOR AREA = 6,000 S.F. (1 SP/4 SEATS) (150 SEATS) + (1 SP/75 SF) (600 S.F. PATRON USE, NO SEATS)= 46 SPACES REQUIRED HANDICAP SPACE: = 2 SPACES REQUIRED REGULAR PARKING STALL SIZE PROVIDED = 9 FT. X 18 FT. - PER CODE HANDICAPPED PARKING STALL SIZE PROVIDED = 12 FT. X 18 FT. - PER CODE PARKING PROVIDED: TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (A) BANK REGULAR SPACES 38 STANDARD SPACES HANDICAP SPACES 2 HANDICAP SPACES 40 TOTAL SPACES TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (B) GENERAL BUSINESS REGULAR SPACES 111 STANDARD SPACES HANDICAP SPACES 6 HANDICAP SPACES 117 TOTAL SPACES TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (C) RESTAURANT/RETAIL OR DAY CARE-7- REGULAR ARE REGULAR SPACES 55 STANDARD SPACES l5 t! U HANDICAP SPACES 2 HANDICAP SPACES 57 TOTAL SPACES±€ TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (D) RESTAURANT U AUG 2 4 2005 REGULAR SPACES 49 STANDARD SPACES HANDICAP SPACES 2 HANDICAP SPACES 51 TOTAL SPACES' 0 X w O O 0 o' w Of U U z 0 V) 5 0 M D U) J Q U o' w O 0 ICUfdC; Iti�EDi�,' -"e s� . I RELOCATED - - - - I ................ STORMWATER ..-.� f I rim, POND EASEMEN (TRACT 2) { u > < • I .................. r. e - COMMERCIAL PUD • ...... -.__ .-.. ............ a ;wee.._._.. � ( n. j ♦'♦. i .yam I ♦'I I \♦ V ♦A b I g • I..... ....... \ ♦ 't♦♦ u 1 -*:1 lx` i iZ' {I L.................. ,- I { ................... ?........................1...../ / ` w 1 I 24' Access easement / ♦. N o I 1 { {................... RELOCATED- '- - - STORM WATER I POND EASEMENT N8y 5-`5 -n I � I i (TRACT 2) 70.58' 1 :._ 12' Access easement I j � 0: ANTATION "ROVE r E I RELOCATED SHJF'I✓lN JE"ATE'. _ . STORMWATER ` 3, F€� 0 — — —� POND EASEMENT I (TRACT ,3) Q I COMMERCIAL PUD -1 - ; lizI WALL 1. . i ...... .... _. _..... r—®—® II I � �I 1,. _ - lu- ...__..........I� 3lxl •I I I 1 I' o'I.'.I ' o� � In og �I zM I i { - '• I II ...... ....... ...... I�( I Q II II _--I.�.�.�,.. l Ifill l --'— RELOCATED • `` STORMWATER POND EASEMENT I I ----------------------(TRACT 3) I { I I II I I1 I 'i i Ifl • 'i I... ...... ....... ...... .... _ - - - - - - - - - _ --- ------ _.....------- ------ ----- I EDGE Ut PAVEMENT T ..:1T OPUS SOUTH PB. -:.3. PG. 21 COMMERCIAL PUD 10' LANDFAPE BUFFER I' I I• i i' ......... . ........ ................................................................................................ ...) ...� j EI i..........................:I ( f 1 i ! ASPHALT 1.00 \ �t N00'21"MrW i I N89 -38-25"E 21.00' ,v RELOCATED STORM WATER POND EASEMENT (TRACT 1) __,BEGINNING OF 42" HIGH CHAIN LINK FENCE WITH BLACK VINYL COATING 5' Landscape easement W/WALL AROUND THE WHOLE POND FIVE FEET DROP POND SIZE: TOP: .6264 AC BOTTOM: .6264 AC TOTAL: 1.88 AF END OF 42" DECORATIVE ALUMINUM FENCE, BEGINNING 'OF 42" HIGH CHAIN LINK FENCE WITH BLACK VINYL COATING UPL� �'TEU HIGH DENSITY PUD WALL TO BE CONSTRUCTED 6' IN HEIGHT FROM THE HIGHEST GRADE ON EITHER SIDE OF THE WALL SITE LEGEND 61 HANDICAP PARKING ® PROPOSED DRAINAGE INLET JUSTIFICATION PROPOSED CURB CITATION —••• •••— SITE BOUNDARY LINE 2 CENTER LINE OF ROAD - LAND DEVELOPMENT RIGHT-OF-WAY - - - - - - EXISTING EDGE OF PAVEMENT ROADWAYS WILL NOT LEASE LINE WILL TAKE UP PHASE LINE • P + PROPOSED CONCRETE PAVEMENT 6.14 C(1)(b)(ii) PROPOSED ASPHALT TYP TYPICAL HC HANDICAP 10 10 PARKING SPACES S/W SIDEWALK R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET WAIVER TABLE: ITEM # CODE CODE BEGINNING OF 42" JUSTIFICATION J CITATION REQUIREMENT STANDARD 2 1 OUT PARCELS SITUATED TSECONDARY ALONG PRIMARY/ LAND DEVELOPMENT LEASE SITES NO OUTPARCELS - ROADWAYS WILL NOT CODE SECTION WILL TAKE UP WILL EVER BE ` DOMINATE THE STREET 6.14 C(1)(b)(ii) 60% OF CREATED FROM POND EASEMENT FRONTAGE AND SHALL BE RESTRICTED TO NO z� ¢ ROADWAY LEASE SITE I � MORE THAN 50% OF THE CL FRONTAGE BOUNDARIES PER LINEAR ROADWAY FRONTAGE 1 N CONDITIONS OF 0- FOR OUT PARCELS WITHIN A PLANNED COMMERCIAL DEVELOPMEN . W APPROVAL. 2 THERE IS A 25' LANDSCPAE LAND DEVELOPMENT 15' HIGH UTILIZING THE 6' z BUFFER REQUIRED BETWEEN CODE SECTION LANDSCAPE HIGH WALL IN I COMMERCIAL AND 5.18 (B) BUFFER WITH 6' CONDUCTION WITH I- RESIDENTIAL DEVELOPMENT J HIGH WALL LANDSCPAING, THE i ❑ Q BETWEEN BUFFER WILL BE o Qt'zo I: COMMERCIAL AND REDUCED TO moo— N to 20 RESIDENTIAL ALLOW THE Z DEVELOPMENT ENCROCHMENT OF §a] U Q w W 0 O V Q THE STORMWATER � Xiw® Z U POND 3 NO MORE THAN TWO OUT PARCELS LAND DEVELOPMENT INCLUDING HESS NO OUTPARCELS � SHALL ABUT EACH OTHER ALONG CODE SECTION STATION, THERE WILL EVER BE V PRIMARY/SECONDARY STREET 6.14 C(1)(b)(iv) WILL BE 3 CREATED FROM FRONTAGES APPARENT LEASE SITE OUTPARCELS BOUNDARIES ALONG MOORE PER CONDITIONS ROAD OF APPROVAL EXIST. 2' CURB ti G TTER WHITE STRIPE .._ - —. _... - ._..... _. - ._.... - - - -- ...... _ .................._ - _ - - { �)f�C nQEL?i ?,t�1 - ....... - ___ _.__ - ...._ - - ._.. - -- J S 509 33 "W _ -_....................................................._ - _ 8954' - � _. _ _ .- ...._ _..._ _` -------.--------------.... -- WHITE STRIPE - - EDGE CE PAVEMENT __ =-----=__-__- _ _-_—�-_ _-_......................� _ _ - _ _ _ ._.URB s:.t..,1EEN _ _ _ -.................... _ -_ -- - -- _--_................................. MOORE ROAD 80' RIGHT OF WAY TRACT OWNERSHIP & MAINTENENCE CHART: POND # TRACT NUMBER OWNER & BEGINNING OF 42" 1 J MAGUIRE GROVES L.L.C. IGH DECORATIVE 2 MAGUIRE GROVES L.L.C. 3 ALUMINUM FENCE MAGUIRE - -� I RELOCATED w ` r o TORMWATER Z i �' • POND EASEMENT �- �w z� ¢ (TRACT 1) � 0 I � ❑ CL _ o 1 N o 0- 0- W Z 0O (n O p tD N M Q wMN aD u ,... z Unw. N '`l �- I rn F Ll 0_ M � V) 1- I- BwWnai Z J I I 1 z o i ❑ Q I -i z o Qt'zo I: v�i�zw moo— N to 20 EXIST. 2' CURB ti G TTER WHITE STRIPE .._ - —. _... - ._..... _. - ._.... - - - -- ...... _ .................._ - _ - - { �)f�C nQEL?i ?,t�1 - ....... - ___ _.__ - ...._ - - ._.. - -- J S 509 33 "W _ -_....................................................._ - _ 8954' - � _. _ _ .- ...._ _..._ _` -------.--------------.... -- WHITE STRIPE - - EDGE CE PAVEMENT __ =-----=__-__- _ _-_—�-_ _-_......................� _ _ - _ _ _ ._.URB s:.t..,1EEN _ _ _ -.................... _ -_ -- - -- _--_................................. MOORE ROAD 80' RIGHT OF WAY TRACT OWNERSHIP & MAINTENENCE CHART: POND # TRACT NUMBER OWNER & MAINTENANCE PROVIDER 1 1 MAGUIRE GROVES L.L.C. 2 2 MAGUIRE GROVES L.L.C. 3 3 MAGUIRE GROVES L.L.C. J z u- 0 ww>-w-ozw CD a� z_ im rn e LJ.u. 0 ;gymZ� W I r� w II r o a MC) Z Q a �- �w z� ¢ o � 0 I � ❑ CL _ o to 3 m g 3 n o 0- 0- W Z 0O (n O p tD N M Q wMN N mCe C z Unw. N (D Mwz wZz F -W �zzF Ll 0_ M � V) 1- I- BwWnai Z Q- z CD Z wop z o o z ow ❑ Q I -i z o Qt'zo I: v�i�zw moo— N to 20 � R a Z n 05;�W a z §a] U Q w W 0 O V Q 0V) � Xiw® Z U S H E E T N 0 y L� a� e LJ.u. W V w rn a — N W r o No � . R. E Z Q Q Q C, LA. CL _ V to 3 m g 3 W Q1 c pO l i yo04 N W �Q o In1 CD W� ~ _I O O * Z o Q Q W � R a Z Q Z CL � W � O V m o S H E E T N 0 e LJ.u. W V Z Q Q Q LA. CL V CO) CD � J O Z o Q J CL W Cr. Q S H E E T N 0 Wv f f I fl i Ii I° ,: EXISTING f WMMV I ..... ...... ..... : FIRE HYDRANT:'vim I t j I EXISTING I I OPUS `SO:ITH FlRE HYDRANT �I II 1 I I '• I ��z ' I I .I ....... .... ..... ..... .... .... ..... ..... .... .... ..... ..... .... .... ..... ..... .... .... ................................. I ...f •I I I I f ice, J— I flA"o,. " o" h I I J lia It ' A "°j' h l FPC—PM V ._ j +`'" "�ry +~ y000 ">���' _ --/ice I x " t ! *z ASPHALT �6h oo� ym� �^ I o ,yo,T EXISTING 8" SAN WER UNE 3� r,,,j 1 I { ——.---.—. + + P 12817 + + L t3 E..: + No —OPdC f EDJAI H1�11per � CB ," �" i� CB �ild'• �' +Wv ` i° � 1p, ( / qe£� / !f TOP=128.37 —123 22 .. n . + y �ti 'GQ N.INV.=123.37 0 -a: �lt4NV.— o'� I 11 p,��' ��y,� 'a S.W.INV.=123.37"°jD�E '? F`,iEP��Iw:.T — _ — _ — — — " — .........._ ^° `" I r;; �,y CLEANOU J �9 -.:z :,� CB — _ .— ._:::.—... 1 F /, W m �'" �� ... � — �—E�'r� .......................9-0`... .................. —1— ... ...�... .0 -� 1 •;�.��•�T""""'b+e•. .. �. TOP -129.36 CRS ... .. �..�` :....i.�....'�'+► ' y i ��. ++9 +" :" ~ "�:1PJ'�"''Y �' ..o, + •"• m`',y + N.E.INV.=124.77 E ¢ A TOP=129.63 ;�, "e "g �y •+ "j�,I'a�� �h_ 'FF •:1�:u.Es3� �°' ;;'t°»' V . •I { P' o,NZINV.=123.50• :. + ,:. o. EXISTING 1 . WATER I I I �yo AN ,. + MAW ;:LINE I TO BE: LOCATED I I € I,`�' I:oh l I ................_ I ., : sz o�� 12 CE 1 ; SEE CROSSWALK NOTE #1 Saiidinq o , iino �l SEE SOUTH SHEETS ASPHALT 0' 30' 60' SCALE: 1" = 30' SITE LEGEND STRIPING NOTES 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. LOADING ZONE SHALL BE MARKED WITH 12" WHITE STRIPES AT 5' CENTERS ON A 45' ANGLE. 4. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. 5. THE DEVELOPER SHALL REPLACE THE EXISTING ASPHALT SIDEWALK LOCATED ALONG MOORE ROAD WITH NEW 6' WIDE CONCRETE SIDEWALK. CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE DEPARTMENT RIGHT-OF-WAY SHALL BE PERFORMED TO THE LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. 5. ALL CURB TO BE FDOT TYPE "D" UNLESS OTHERWISE NOTED CROSSWALK NOTE 1. TYPICAL CROSSWALK MATERIAL SHALL BE THERMOPLASTIC STYLE PAINT STRIPING. STRIPING SHALL BE SPACED PER FDOT INDEX #17346. -wW>—m—ozo o mam a ¢ II m Zp�p Ir A 0 0_. d Z O 0 O N coo o Ir � to U0.d N �k mZZ U) Lq H—Z = z z -F = z W8<F- � mooN �mZo z m a J ap5� w Nm�CL a W p o U o FLL® rn Lo 0 N C7 m o D O U W Z O Z E-- O rte^ / w NU V o V) Z O U G M La cn o Z d z W w Z J 450� W W a z p WN cc N 5iF W Z O ❑ I) -w j�QO 0 0 a LL. �m r LLIp o I O Z U co V HANDICAP PARKING TYP TYPICAL ® PROPOSED DRAINAGE INLET HC HANDICAP d PROPOSED CURB 10 10 PARKING SPACES —••• •••— SITE BOUNDARY LINE S/W SIDEWALK j,c,4,co CENTER LINE OF ROAD R5' 5' RADIUS - ....................................... RIGHT-OF-WAY LF LINEAR FEET - - - - - - EXISTING EDGE OF PAVEMENT SF SQUARE FEET WOD PROPOSED CONCRETE PAVEMENT SB STOP BAR PROPOSED ASPHALT PAVEMENT W aQ C 00, O LEASE LINE PHASE LINE SIGN LEGEND Z V �1414� NO TEXT OR SYMBOL SIZE R1-1 STOP 30"x30" R3-1 NO RIGHT TURN 24"x24" W c R3-7 LEFT LANE MUST TURN LEFT 30"x30" R5-1 DO NOT ENTER 30"x30" R6-1 ONE WAY 36"x12" CL ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. Oe STRIPING NOTES 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. LOADING ZONE SHALL BE MARKED WITH 12" WHITE STRIPES AT 5' CENTERS ON A 45' ANGLE. 4. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. 5. THE DEVELOPER SHALL REPLACE THE EXISTING ASPHALT SIDEWALK LOCATED ALONG MOORE ROAD WITH NEW 6' WIDE CONCRETE SIDEWALK. CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE DEPARTMENT RIGHT-OF-WAY SHALL BE PERFORMED TO THE LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. 5. ALL CURB TO BE FDOT TYPE "D" UNLESS OTHERWISE NOTED CROSSWALK NOTE 1. TYPICAL CROSSWALK MATERIAL SHALL BE THERMOPLASTIC STYLE PAINT STRIPING. STRIPING SHALL BE SPACED PER FDOT INDEX #17346. -wW>—m—ozo o mam a ¢ II m Zp�p Ir A 0 0_. d Z O 0 O N coo o Ir � to U0.d N �k mZZ U) Lq H—Z = z z -F = z W8<F- � mooN �mZo z m a J ap5� w Nm�CL a W p o U o FLL® rn Lo 0 N C7 m o D O U W Z O Z E-- O rte^ / w NU V o V) Z O U G M La cn o Z d z W w Z J 450� W W a z p WN cc N 5iF W Z O ❑ I) -w j�QO 0 0 a LL. �m r LLIp o I O Z U co V y L Q) Sz C d W O V: w `� rn N Wo j,c,4,co • CL mW w°c C O0 J V 8 3 WOD >N W aQ C 00, O Z V �1414� W c Z Z � CL m Z c Oe V _ a o Z Q � o S H E E T N 0 • 41 co o� ID x -- -- + a + -41 L-NPLATTEI? AU. ANT/rAl ! / �c7 O 1�b 114N, o• o• � ti � '���3"eees✓�i6 ��%�,�%�/r��h 1 ;}3�"i�3 R0a .iziiis poll,y y a ;ilii r. ^� • u 1b .•�. r • .. ,. X 't..ra., O .`.i 1 'TER ..��...i%cs. x:ax:..c'i�?..c.:aic�su:.s. ,:%�r. ...'�"'?'i.T:...�;�Y3.rr.�. �� .�zc'cr.2. �"r.'i'.1.� �� 1�G�c� �"'� �"?.e�a- .�cl�y- 'a'': + ......---...... ........-::..-.. --------___ ------ -------- w CL)E"'E P �f:,!FkAr- N T o� o � + GRADING LEGEND P I EL f ELEVATION 0 f 60' EX EXISTING SCALE: 1" = 30' TYP TYPICAL CO CLEANOUT INV INVERT ELEVATION MEG MATCH EXISTING GRADE FFE FINISH FLOOR ELEVATION S/W SIDEWALK x49.58 EXISTING GRADE ELEVATION Z'S2 PROPOSED GRADE ELEVATION ® DRAINAGE INLET D MITERED END SECTION -�- PROPOSED SWALE STORMWATER FLOW -'-f f- EXISTING SWALE STORMWATER FLOW --'W� SURFACE STORMWATER FLOW DIRECTION DRAINAGE STORMWATER FLOW DIRECTION SD STORM DRAIN •� ��°�� +Ny�'' D-50 STORM SEWER STRUCTURE NUMBER °q6 EROSION CONTROL CONCRETE PAVEMENT s .,tio�� + +�°�PROPOSED ASPHALT PAVEMENT di + r' ® FLOATING + TURBIDITY BARRIER -- ._ DRAINAGE STRUCTURES o s D-16 - �M +�-G D-6 FDOT MITERED END SECTION W/SUMP . 25.00 +..... ....... _ INVERT ELEVATION = 127.00 INV.=1CS ; D_8 FDOT TYPE "F" INLET I % TOP=125.23 � W/ ALTERNATE B `° 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.50 h° N. INVERT ELEVATION = 123.50 E. INVERT ELEVATION = 123.50 +b�� SW. INVERT ELEVATION = 123.50 lb x + p_9 FDOT TYPE "C" INLET O + + _ ,�o �,��.• , .-� RIM ELEVATION 130.61 �:.. = = +• --.--' NE. INVERT ELEVATION = 124.92 __.................... .... IL.... �i�...... N -10 FDOT TYPE "F" INLET PAt•'P �ti9. �� +^�o?� .^�° �o� ��� � ��^6 ::::: ::;<1-.1..:.... 5...`:i , ;�s: 3'-6" ALTERNATE BOTTOM TAKED SILT + GRATE ELEVATION = 130.58 ' CREEN (TYP.) °`� �° titi o 41 �o °y go :........a�........_ _ _ �� o .91 '`,yo °° `� �° ok ,�'� �y� - - �y., ��., � ��o ^dry. W. INVERT ELEVATION = 123.00 -.............................................. _ _ _ � ,=r ; _ __..........................................................................+.�> :..........................4� ° �......................._ - - - -+- - - - _ - - - -. _ + � ................. + ��.......................................................... ....+.��:........_ - + E. INVERT ELEVATION = 123.00 e° _..._ .} - - - - - - - - _ - ....... 1 . _... - - - - - - - - - - .......-... - - - _.+._ ...._ ----------- ---- y.� ,,, � P.. ';11 t , i n t�J °� �.�`� � `. ....... ..... _................................................. ,^° � ,._..... _ .-_ +, ::::' �� _. _.._ .._. _.. � _ .._... _ _ _ _ _ - _ t_ _ _ _ _ .............. FDOT TYPE "I"' INLET -•+-- --+`•- -•••� �• � �• y(ED W/ ALTERNATE B o o h h 3'-6" x 8' "J" BOTTOM ..................... . r,�°~^ .�°� F:(::C7F::: t, t'? ��F:.�:1E`d " '`�°� - - - - - _ _ _ `��~� _ _ _ - ............ .. _-±-�---±-`_----__-+-.-_---.--+ - - -.................................._ __......................................................... -_....................................... W. INVERT ELEVATION = 122.50 2 CURB S INVERT ELEVATION - GENERAL NOTE ALL STORMWATER PIPE JOINTS WILL BE WRAP WITH FILTER FABRIC PER FDOT INDEX 280 i 80' RIGHT OF WAY • D / 10' rV EXISTING ROAD `L------------ ' ------------_T 1 Ci 33 m m POND 3---- 10' DESIGN HIGH WATER LEVEL =129.9 SECTION A -A F.F.E. = 132.30 122 I 5 NE. INVERT ELEVATION = 122.50 D-12 FDOT MITERED END SECTION INVERT ELEVATION = 122.00 D-13 FDOT TYPE "C" INLET GRATE ELEVATION = 130.70 N. INVERT ELEVATION = 126.00 W. INVERT ELEVATION = 126.00 D-14 FDOT TYPE "C" INLET GRATE ELEVATION = 131.13 SW. INVERT ELEVATION = 126.20 SE. INVERT ELEVATION = 126.20 FDOT TYPE "C" INLET D-15 RIM ELEVATION = 130.56 NE INVERT ELEVATION = 126.47 W INVERT ELEVATION = 126.47 D-16 FDOT MITERED END SECTION INVERT ELEVATION = 125.00 D-17 FDOT MITERED END SECTION INVERT ELEVATION = 125.00 D-18 FDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 ---------- ----- - D-19 FDOT TYPE "D" INLET GRATE ELEVATION = 130.00 ExlsrlNc POND_ N INVERT ELEVATION = 126.90 E INVERT ELEVATION = 126.90 NORMAL HIGH SW INVERT ELEVATION = 126.90 EXISTING GRADE WATER LEVEL =127.0 D-20 FDOT MANHOLE SECTION E -E RIM ELEVATION = 131.04 NE. INVERT ELEVATION = 126.90 W. INVERT ELEVATION = 125.26 D-22 FDOT TYPE "C" INLET GRATE ELEVATION = 130.58 S. INVERT ELEVATION = 127.00 N. INVERT ELEVATION = 127.00 m 0 0 ir O U W Of El z O O CL h V Z) D V) z O U J z_ QL. Cl ❑ rnD 0(�Fo FuT)- r� N •- O Z ww>-w-oZw U _z rn ui ..m zQ O o II mmQcr I a Zrl o ori I wN ¢O ❑ n oV a o Z 0 } a - Qi � coN z - N O OW � �l Z N wZ Z W wZZ lai �ooF of m�c� a a ZWWA a wrx Z zo woQ O NZ? Elw o Wo llfaJl 0) 5z N (nN-V, Q Zt- Q ?QQ� O FF- 0 Li -I =1 Y•Q �-WQa W <m Q LjD wC3o 00 w V) OmLWi.®. Z N U ■ y c[4r 1% M W� 0 c � N Z WO tnMrE y CL C v -0 o 0 v ' N 3 W as �=�3 >N W t Wq J Z O .L O M a .to Q W e Z Ww CL Z c V Z 0 � 0 0 co) � 1.1. �L 2c Q � W CL Qp W cc U. '-- o a W Z OH � � � 0 Z LAJ � O Z Q � 0 Z � � W cc � _Z Q Q S H E T 0 e' A l/rf1 [lli T SEE SOUTH SHEETS 10' 42" HIGH FENCE 6' HIGH WALL I 5' HIGH VESA-LOK WALL � (SEE DETAIL SHEET 12) I PARKING �'�— — — 6" FREE BOARD ---------0 DHW= 129.9 ---- — -- 1 -------- 0 NWL =127_00 ---'? h 4 (MAX.) PARKING �0 1 �- 1A 117.00 �1 • SECTION C -C VA 10' lb 10' LANDSCAPE --6" FREE BOARD— _ PROPOSED 5' S/W EXIST 24' DRIVE PROPOSED TYPE "D" CURB ...i f• i)��� `� !. V 10- 0' 30' 60' SCALE: 1 " = 30' GRADING LEGEND EL ELEVATION EX EXISTING TYP TYPICAL CO CLEANOUT INV INVERT ELEVATION MEG MATCH EXISTING GRADE FFE FINISH FLOOR ELEVATION S/W SIDEWALK X49.5$ EXISTING GRADE ELEVATION 252 FD0A.0NK1MCr jNlQvTES: TjIt / PROPOSED GRADE ELEVATION ® DRAINAGE INLET D MITERED END SECTION -�-- PROPOSED SWALE STORMWATER FLOW 127.00 EXISTING SWALE STORMWATER FLOW FDOT TYPE "F" INLET SURFACE STORMWATER FLOW DIRECTION D-5 DRAINAGE STORMWATER FLOW DIRECTION SD STORM DRAIN D-50 STORM SEWER STRUCTURE NUMBER EROSION CONTROL 130.46 CONCRETE PAVEMENT W. INVERT ELEVATION PROPOSED ASPHALT PAVEMENT DRAINAGE STRUCTURES D-1 FDOT TYPE "C" INLET GRATE ELEVATION = 130.10 W. INVERT ELEVATION = 127.82 D-2 FDOT TYPE "C" INLET GRATE ELEVATION = 130.24 F. INVERT ELEVATION = 127.26 W. INVERT E1LLEVATION= 1122726 FD0A.0NK1MCr jNlQvTES: TjIt / INVERT ELEVATION = 127.00 D-4 FDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 FDOT TYPE "F" INLET D-5 VII/ ALTERNATE B 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.46 W. INVERT ELEVATION = 126.32 S. INVERT ELEVATION = 126.32 E. INVERT ELEVATION = 125.94 D-7 FDOT TYPE "F" INLET W/ ALTERNATE B 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.26 W. INVERT ELEVATION = 125.36 S. INVERT ELEVATION = 125.36 D-21 FDOT MITERED END SECTION INVERT ELEVATION = 122.00 D-2 FDOT TYPE "C" INLET GRATE ELEVATION = 130.15 E INVERT = 122.39 D-24 FDOT MITERED END SECTION INVERT ELEVATION = 122.00 D-2 FDOT TYPE "C" INLET GRATE ELEVATION = 131.58 E INVERT = 122.39 GENERAL NOTE ALL STORMWATER PIPE JOINTS WILL BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX 280 ww>-m-ozo 10 z rn ..m¢m o II m� aQ -- I CL �< 0 oNQO El 0 IL a 0 Ix Z Lf) r 00 p m � "' Q N © w- 04 04 0 Z ow �`� co �W Z m Ud N wz z -j Ld WIQ- ~ZZ� = uj 45yZ O- ZZ F aWN Z ZOz � rx � M WF¢ ~ZZQzN -N VD_' z�w= ¢�QQo O -a1m� J Q)- Q LL 0- W �Q a LLi * m z W WclOV 00 �itmi.® Z U � H E E T N 0 8`'X 2`" SEE NORTH SHEETS ® E® FH3 45' BEN 1J NPLATTED) --wm—— AP • _)!� _-1 rgo- Trj 80' RIGHT OF WAY GENERAL NOTE: THE 'REDUCED PRESSURE BACKFLOW PREVENTOR' AND 'DOUBLE DETECTER CHECK VALVE ASSEMBLY' WILL BE PAINTED BLACK AND SCREENED IN ACCORDANCE WITH THE CODE (36" HIGH SWEET VIBURNUM HEDGE, 30" O.C.). Ci BLACK) 9. ALL JOINTS WITHIN WATER SYSTEM AT BENDS, TEES, CROSSES AND WHERE EVER RESTRAINTS ARE REQUIRED SHALL BE MECHANICAL JOINT RESTRAINTS. THRUST BLOCKS WILL NOT BE ALLOWED. SANITARY STRUCTURES S-1 FDOT MANHOLE RIM ELEVATION = 131.84 N.W. INVERT ELEVATION = 127.15 E. INVERT ELEVATION = 127.43 S. INVERT ELEVATION = 127.25 S-2 FDOT MANHOLE RIM ELEVATION = 131.60 W. INVERT ELEVATION = 126.43 N. INVERT ELEVATION = 126.33 � 3 m 0 0 It 0 w o: z 0 z a0 F- X Q V) Of o z 0 0 El J Li z ¢ u - o ❑ CF) co ri co 0 It r` N .- O z z F_ O m<< o I M M z< I a Zp:2 A t It m 04 ❑ <0 n o a. a- o Z 0 } Op Q W M to N co vn 'o Z W 5 m omIL Er ri c UQW_ N WZ z —i Ld m U D �- WWWN Q. E- W oQ fn W h 2 iF El >- Li V)moo No Q Z W= QLi Q Q O 0 LL J � � J =1 Q ILW Qm U Q Waa Z> W WOou O I Q W �MLi z v V � CW o W� V +.. OF N Lij O V) pi) 00 X0 o 0 J a� m°Lo 100 o3 W w y°c3 > ` V N W �Q 0 W� Z `0 Z Z T W CL c O V o ...: n AS—BUILT INFORMATION AS—BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) UTILITY LEGEND 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. i 2. �- EXISTING SIGNAGE • `. ' ,. EXISTING 12 WATER LINE' .... Vii':\%. _ �.. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. � EXISTING UTILITY POLE 0' 30' 60' LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT - w..�----wm---`�wm.—._. .. — — — ---• —_ ..._ ,.-, •••_"I'.' :-:.._ �_' ; i'r l .. . ...,„T. ............... . ,: ~7_.'4 y� ---4 EXISTING GUY W/ WIRE M w ..........._ ._.--........_ — _......_�, AND IRRIGA..ON. SYSTEMS IS RESPONSIBLE FOR TESTING THE DEVICE UPON FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) m EXISTING CHECK VALVE SCALE: 1" = 30' — — — .._.. — ._ ._. _ — ....... .............. ...... ...... — — — _ _ _ _ _ — _ TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL P. (.-) ATI041 BY A CERTIFIED BACKFLOW TESTER. I EXISTING GATE VALVE _'.. —. ..................._ ............................... - .................._ _ EXISTIrIG 18 PVC CONE OF F�t^.VEME1� T EXISTING , , , 4. ALL TEST REPORTS WILL BE GIVEN TO THE CITY OF OCOEE UTILITY DEPARTMENT. I .:..1, R f.: C7t.....I..: OCG_ •b• EXISTING FIRE HYDRANT LLJ FIRE HYDRANT _..............._ ......... "':. ':........_.. `:. `. ....�`� 5. a EXISTING REDUCER J 5. ALL CLEANOUTS AND INLETS SHALL BE TRAFFIC BEARING. 1 3_ i WATER SYSTEM AND FORCEMAINS O EXISTING BLOWOFF .._-........................................_ _ ...._. — ._.._ . _ — — — — _ — ....... _ —_..... ....... ....... ............. ....... ...... ....... ....... ...... ....... ....... ....... ....... ............. ....... ... _ — _ _ 6. THE SANITARY SEWER PIPING WITHIN THE LANDSCAPE AREAS WILL NOT INHIBIT THE H 2. —-...............................................:_ ® EXISTING WATER METER ..._......................................_ _ — — ._ _..._ ._.._ ._.._ — .............. LANDSCAPING FROM NORMAL GROWTH. IF LANDSCAPING SHALL DIE DUE TO THE � I 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. sM EXISTING SANITARY MANHOLE SANITARY SEWER PIPING, THE OWNER SHALL REPLACE AT THEIR OWN EXPENSE. _ ................................................. T 0 a EXISTING SANITARY CLEANOUT E ( !~ — -- —wm— — — EXISTING WATER MAIN E*.[" Gi:: C:r PA\/F.::h,l�:`d " __ __---=_--�_--- — — — — --- -- SCREENED WITH LANDSCAPING. IF PLACED ON THE BUILDING, PAINT THE BLACK AND SCREE NG, i I --�_ JE EXISTING SANITARY MAIN —_ — _....................— —_ .:_ —_ _....................._.............._— _ _ _ — —_...�—....._.—......--.._..... l,..1..�, —_ -.-_..--.-.-..-.-..-.._...._....^..^._...^._._...-.T..T.._._.._..._ _---_.......... BUILDING COLOR. — — —ohw — — — EXISTING OVER HEAD WIRES — — — gas — — — EXISTING GAS LINE 8. METER BY CITY OF OCOEE. CONTRACTOR TO SUPPLY RPZ (RPZ TO BE PAINTED — — — be - — - EXISTING BURIED CABLE SS PROPOSED SANITARY SEWER LINE WL PROPOSED WATER LINE GAS PROPOSED GAS LINE PROPOSED CLEANOUT - CO PROPOSED GATE VALVE - GV E_4# ............. . PROPOSED FIRE HYDRANT - FH -_- LuM— — -RECLAIM 0 ►' PROPOSED REDUCER WATER • PROPOSED BLOWOFF - BO ' MARKER m PROPOSED WATER METER - WM - S PROPOSED SANITARY MANHOLE - MH --........_ PROPOSED BACKFLOW PREVENTER _..._ .._. . TOP OF BANK ... S-11 PROPOSED STRUCTURE NUMBER • 0491511111111 04 DOUBLE DETECTOR CHECK VALVE ' Existing 15' waterline easement ATO ASSEMBLY - DDCVA BE RELOCATED) EDGE OF WATER � WATER METER AND REDUCED PRESSURE ._.. ZONE ASSEMBLY - RPZ I NOTE TO CONTRACTORS: f 1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD '45' BEND Il! VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S • ; RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE CONNECT TO EXISTING 8" STUB OUT %i UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE 'WITH 8" PVC (DR -18) WATERMAIN FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN ------EXISTING BACKFLOW SHOWN ON PLANS. PREVENTER /STU BOUT ' 2 IT WILL BE INSTALLED AT THE POINT OF DELIVERY FROM THE WATER SYSTEM --wm—— AP • _)!� _-1 rgo- Trj 80' RIGHT OF WAY GENERAL NOTE: THE 'REDUCED PRESSURE BACKFLOW PREVENTOR' AND 'DOUBLE DETECTER CHECK VALVE ASSEMBLY' WILL BE PAINTED BLACK AND SCREENED IN ACCORDANCE WITH THE CODE (36" HIGH SWEET VIBURNUM HEDGE, 30" O.C.). Ci BLACK) 9. ALL JOINTS WITHIN WATER SYSTEM AT BENDS, TEES, CROSSES AND WHERE EVER RESTRAINTS ARE REQUIRED SHALL BE MECHANICAL JOINT RESTRAINTS. THRUST BLOCKS WILL NOT BE ALLOWED. SANITARY STRUCTURES S-1 FDOT MANHOLE RIM ELEVATION = 131.84 N.W. INVERT ELEVATION = 127.15 E. INVERT ELEVATION = 127.43 S. INVERT ELEVATION = 127.25 S-2 FDOT MANHOLE RIM ELEVATION = 131.60 W. INVERT ELEVATION = 126.43 N. INVERT ELEVATION = 126.33 � 3 m 0 0 It 0 w o: z 0 z a0 F- X Q V) Of o z 0 0 El J Li z ¢ u - o ❑ CF) co ri co 0 It r` N .- O z z F_ O m<< o I M M z< I a Zp:2 A t It m 04 ❑ <0 n o a. a- o Z 0 } Op Q W M to N co vn 'o Z W 5 m omIL Er ri c UQW_ N WZ z —i Ld m U D �- WWWN Q. E- W oQ fn W h 2 iF El >- Li V)moo No Q Z W= QLi Q Q O 0 LL J � � J =1 Q ILW Qm U Q Waa Z> W WOou O I Q W �MLi z v V � CW o W� V +.. OF N Lij O V) pi) 00 X0 o 0 J a� m°Lo 100 o3 W w y°c3 > ` V N W �Q 0 W� Z `0 Z Z T W CL c O V o ...: n AS—BUILT INFORMATION AS—BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. i 2. I J LA. • `. ' ,. EXISTING 12 WATER LINE' .... Vii':\%. _ �.. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. — �WV...h F>HICE'Y LIQ W T 3. THE INSTALLER OF THE BACKFLOW PREVENTION DEVICES ON THE DOMESTIC WATER 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT - w..�----wm---`�wm.—._. .. — — — ---• —_ ..._ ,.-, •••_"I'.' :-:.._ �_' ; i'r l .. . ...,„T. ............... . ,: ~7_.'4 y� - — - — — — , — — — -- — —":rr: .._�.. �.. �.__.:":m ..�... wm--�.. -: .. ... „ „ ;. , • ;;;;. :;x;l ., . C: )I }�••;-, t �_? 1 1I:F? •— •'.ice 1r..�.::rc�. i. :i `�'" ,i - ... x:07.... . _..... M w ..........._ ._.--........_ — _......_�, AND IRRIGA..ON. SYSTEMS IS RESPONSIBLE FOR TESTING THE DEVICE UPON FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) ;::: :. _ ' ' ' 'n's%...3iJ—%..—�%rFF% , ,..., , , :. .�✓'n:.x3.T.,rr%' a ?ice_.. a/.%%• _.zz. ....:.........:.. .. - . ._ .' ._ _ .^ ._ ...... — — — .._.. — ._ ._. _ — ....... .............. ...... ...... — — — _ _ _ _ _ — _ TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL P. (.-) ATI041 BY A CERTIFIED BACKFLOW TESTER. I 2. _'.. —. ..................._ ............................... - .................._ _ EXISTIrIG 18 PVC CONE OF F�t^.VEME1� T EXISTING , , , 4. ALL TEST REPORTS WILL BE GIVEN TO THE CITY OF OCOEE UTILITY DEPARTMENT. I .:..1, R f.: C7t.....I..: OCG_ 3. Rn.t.;P LLJ FIRE HYDRANT _..............._ ......... "':. ':........_.. `:. `. ....�`� 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE C> 0 J 5. ALL CLEANOUTS AND INLETS SHALL BE TRAFFIC BEARING. 1 3_ i WATER SYSTEM AND FORCEMAINS p S .._-........................................_ _ ...._. — ._.._ . _ — — — — _ — ....... _ —_..... ....... ....... ............. ....... ...... ....... ....... ...... ....... ....... ....... ....... ............. ....... ... _ — _ _ 6. THE SANITARY SEWER PIPING WITHIN THE LANDSCAPE AREAS WILL NOT INHIBIT THE H 2. —-...............................................:_ _.................................................................................. — {✓{ �< T .- . .__- -"-��' � ..._......................................_ _ — — ._ _..._ ._.._ ._.._ — .............. LANDSCAPING FROM NORMAL GROWTH. IF LANDSCAPING SHALL DIE DUE TO THE � I 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. Q SANITARY SEWER PIPING, THE OWNER SHALL REPLACE AT THEIR OWN EXPENSE. _ ................................................. T 0 7. IN ACCORDANCE WITH CODE, ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS E ( !~ EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED E*.[" Gi:: C:r PA\/F.::h,l�:`d " __ __---=_--�_--- — — — — --- -- SCREENED WITH LANDSCAPING. IF PLACED ON THE BUILDING, PAINT THE BLACK AND SCREE NG, i I --�_ JE —_ — _....................— —_ .:_ —_ _....................._.............._— _ _ _ — —_...�—....._.—......--.._..... l,..1..�, —_ -.-_..--.-.-..-.-..-.._...._....^..^._...^._._...-.T..T.._._.._..._ _---_.......... BUILDING COLOR. �-� 8. METER BY CITY OF OCOEE. CONTRACTOR TO SUPPLY RPZ (RPZ TO BE PAINTED --wm—— AP • _)!� _-1 rgo- Trj 80' RIGHT OF WAY GENERAL NOTE: THE 'REDUCED PRESSURE BACKFLOW PREVENTOR' AND 'DOUBLE DETECTER CHECK VALVE ASSEMBLY' WILL BE PAINTED BLACK AND SCREENED IN ACCORDANCE WITH THE CODE (36" HIGH SWEET VIBURNUM HEDGE, 30" O.C.). Ci BLACK) 9. ALL JOINTS WITHIN WATER SYSTEM AT BENDS, TEES, CROSSES AND WHERE EVER RESTRAINTS ARE REQUIRED SHALL BE MECHANICAL JOINT RESTRAINTS. THRUST BLOCKS WILL NOT BE ALLOWED. SANITARY STRUCTURES S-1 FDOT MANHOLE RIM ELEVATION = 131.84 N.W. INVERT ELEVATION = 127.15 E. INVERT ELEVATION = 127.43 S. INVERT ELEVATION = 127.25 S-2 FDOT MANHOLE RIM ELEVATION = 131.60 W. INVERT ELEVATION = 126.43 N. INVERT ELEVATION = 126.33 � 3 m 0 0 It 0 w o: z 0 z a0 F- X Q V) Of o z 0 0 El J Li z ¢ u - o ❑ CF) co ri co 0 It r` N .- O z z F_ O m<< o I M M z< I a Zp:2 A t It m 04 ❑ <0 n o a. a- o Z 0 } Op Q W M to N co vn 'o Z W 5 m omIL Er ri c UQW_ N WZ z —i Ld m U D �- WWWN Q. E- W oQ fn W h 2 iF El >- Li V)moo No Q Z W= QLi Q Q O 0 LL J � � J =1 Q ILW Qm U Q Waa Z> W WOou O I Q W �MLi z v V � CW o W� V +.. OF N Lij O V) pi) 00 X0 o 0 J a� m°Lo 100 o3 W w y°c3 > ` V N W �Q 0 W� Z `0 Z Z T W CL c O V o ...: n AS—BUILT INFORMATION AS—BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 0 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. J LA. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER) W 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. � 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. O 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL 40 FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL P. (.-) Z OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, J CL INCLUDING UNDERDRAIN PIPES. OCG_ 3. INVERTS OF ALL MITERED END SECTIONS. LLJ 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE C> 0 J OBJECTS TO ALL STORM STUB—OUTS. � C) WATER SYSTEM AND FORCEMAINS p S 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. H 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL E FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). T 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. Q N T 0 0 • u. J LA. W � T tTW Q O 40 .W CD P. (.-) Z a t� J CL OCG_ T LLJ C> 0 J T � � T p Q � CL. W Cm Q T 4" DUCTILE METER BANK IRON PIPE --\ 4"X 1" REDUCER -ELBOW �-1 " WM n n J TL E I l I I TEEX (TYP.) (11) GATE VALVES, WITH 1 " I I ;{ { POTABLE METERS AND RPZ I 1 �) { 11 * 2' SEPERATION (11) BUNDLE OF 1" POLY LINES .I - - (- - - - ......---- .- I ( BETWEEN WATER 1 3 •I I II TAPS II I I II E Ec-1:' N 7.. -OF PAVEMENT i t i T �n GENERAL NOTE: THE 'REDUCED PRESSURE BACKFLOW PREVENTOR' AND 'DOUBLE DETECTER CHECK VALVE ASSEMBLY' WILL BE PAINTED BLACK AND SCREENED IN ACCORDANCE WITH THE CODE (36" HIGH SWEET VIBURNUM HEDGE, 30" O.C.). CROSSING 1 ELEV. 1,30.71 'v ml SEE SOUTH SHEETS CROSSING 2 4" C. 0. INV=126.00 CROSSING 3 JPVC EL. 129.05 UPVC EL. 127.07 U EL. 127.00 24" RCP 1.60' 2.17 EL. 125.40 EL. 127.94 EL. 124.90 30" RCP N 36" RCP SANITARY STRUCTURES S-1 FDOT MANHOLE RIM ELEVATION = 131.84 -n- N. INVERT ELEVATION = 128.08 E. INVERT ELEVATION = 127.43 S-2 FDOT MANHOLE ® RIM ELEVATION = 131.60 W. INVERT ELEVATION = 126.43 N. INVERT ELEVATION = 126.33 S-3 FDOT MANHOLE O RIM ELEVATION = 131.00 ® S. INVERT ELEVATION = 125.39 E. INVERT ELEVATION = 125.29 S-4 EXIST MANHOLE - - -wm- - - RIM ELEVATION = ±129.70 N. INVERT ELEVATION = ±125.02 (EXIST.) W. INVERT ELEVATION = 125.02 (PROPOSED) UTILITY LEGEND -n- EXISTING SIGNAGE 0, EXISTING UTILITY POLE ---� EXISTING GUY W/ WIRE 0l 30' 60' ® EXISTING CHECK VALVE EXISTING GATE VALVE SCALE: 1" = 30' } EXISTING FIRE HYDRANT a EXISTING REDUCER O EXISTING BLOWOFF ® EXISTING WATER METER sM EXISTING SANITARY MANHOLE p EXISTING SANITARY CLEANOUT - - -wm- - - EXISTING WATER MAIN 6. EXISTING SANITARY MAIN - - -ohw - - - EXISTING OVER HEAD WIRES - - -°S - - - EXISTING GAS LINE - - - be - - - EXISTING BURIED CABLE SS PROPOSED SANITARY SEWER LINE WL PROPOSED WATER LINE GAS PROPOSED GAS LINE • PROPOSED CLEANOUT - CO ►� PROPOSED GATE VALVE - GV PROPOSED FIRE HYDRANT - FH ►' PROPOSED REDUCER • PROPOSED BLOWOFF - BO ■ PROPOSED WATER METER - WM PROPOSED SANITARY MANHOLE - MH D PROPOSED BACKFLOW PREVENTER S-11 PROPOSED STRUCTURE NUMBER -04ee►f-rf- DOUBLE DETECTOR CHECK VALVE WATER SYSTEM AND FORCEMAINS ASSEMBLY - DDCVA N WATER METER AND REDUCED PRESSURE ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. ZONE ASSEMBLY - RPZ NOTE TO CONTRACTORS: 1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY BY OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. 2. IT WILL BE .INSTALLED AT THE POINT OF DELIVERY FROM THE WATER SYSTEM. 3. THE INSTALLER OF THE BACKFLOW PREVENTION DEVICES ON THE DOMESTIC WATER AND IRRIGATION.. SYSTEMS IS RESPONSIBLE FOR TESTING THE DEVICE UPON INSTALLATION, BY A CERTIFIED BACKFLOW TESTER. 4. ALL TEST REPORTS WILL BE GIVEN TO THE CITY OF OCOEE UTILITY DEPARTMENT. 5. ALL CLEANOUTS 1jauc: 6. THE SANITARY SEWER PIPING WITHIN THE LANDSCAPE AREAS WILL NOT INHIBIT THE LANDSCAPING FROM NORMAL GROWTH. IF LANDSCAPING SHALL DIE DUE TO THE SANITARY SEWER PIPING, THE OWNER SHALL REPLACE AT THEIR OWN EXPENSE. 7. IN ACCORDANCE WITH CODE, ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF PLACED ON THE BUILDING, PAINT THE BUILDING COLOR. 8. METER BY CITY OF OCOEE. CONTRACTOR TO SUPPLY RPZ (RPZ TO BE PAINTED BLACK) 9. ALL JOINTS WITHIN WATER SYSTEM AT BENDS, TEES, CROSSES AND WHERE EVER RESTRAINTS ARE ' REQUIRED SHALL BE MECHANICAL JOINT RESTRAINTS. THRUST BLOCKS WILL NOT BE ALLOWED. m 0 0 0 0 w El z 0 E- o a � w 0 W z 0 0 J H z ¢ LL_ C ❑ cy) m tD to d N 0 Z' 0 z_ rn L o 0rm¢m 0 I W II mw QQ I V) n z020� I ¢w a ooN�Lr) ❑ w x a0 n o o_ d o L } oV) p 0V) M Q N m z WN N O D. w pl m � z UdC.j N Wz Z W wzZ (' ta1 `�ZZF w m�t9 d ZWWN a O ? ��. CD c9 {�W�' z o ❑ } WoQ. tnrz� Q=ZN 20 05 �Uf-U, WQ z�W= ¢�QQo 0 LL WW>m LLI ao w >o WO0 0 O � cn V L� Z ai IR Q �W te) cW� o 0 CDN 20 yC ovo� 0. m W Wo o t,' O > .J `04 p000 3 W y v oho 3 > \ N W aQ Z U q Z � Z CL O V a o o AS -BUILT INFORMATION Q AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. e LL 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER) e 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. V 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. Q 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL � OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) � 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. Z O 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE ~' Q O OBJECTS TO ALL STORM STUB -OUTS. C) WATER SYSTEM AND FORCEMAINS Z � 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. H 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL E FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). T 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. N 0 Q O e LL IL e W V ILU O � Q p GC O 1i.LU Z H � Z � Q 0. Z O � � ~' Q O Z � � Q � J LA Q /1/'1AIKtr/'%T T/1 r\/ it ,I 0 'sl HC RAMP (TYP.) T t t i"1 1"1 FDOT CR-9.-� FDOT CR -26 CURB RAM o' _20' 40' SCALE: 1 " = 20' SITE LEGEND (SI. HANDICAP PARKING TYP TYPICAL ® PROPOSED DRAINAGE INLET HC HANDICAP z PROPOSED CURB 10 10 PARKING SPACES r3 2 --•'•---•••— SITE BOUNDARY LINE S/W SIDEWALK - CENTER LINE OF ROAD R5' 5' RADIUS ................ ...................... RIGHT-OF-WAY LF LINEAR FEET — — — — — — EXISTING EDGE OF PAVEMENT SF SQUARE FEET >- Q�zo PROPOSED CONCRETE PAVEMENT SB STOP BAR PROPOSED ASPHALT PAVEMENT N 0 `r o ¢ �M¢0 LEASE LINE z§�= 1 00 W� v PHASE LINE ❑ rn co SIGN LEGEND co to d NO TEXT OR SYMBOL SIZE - R1-1 STOP 30"x30" wW>—w—ozw o z U R3-1 NO RIGHT TURN 24"x24" R3-7 LEFT LANE MUST TURN LEFT 30"x30" o_ ¢ O R5-1 DO NOT ENTER 30"x30" m OfzQ R6-1 ONE WAY 36"x12" w045.: ALL SIGNS SHALL CONFORM TO THE MANUAL ON � UNIFORM TRAFFIC CONTROL DEVICES. a STRIPING NOTES 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. LOADING ZONE SHALL BE MARKED WITH 12" WHITE STRIPES AT 5' CENTERS ON A 45' ANGLE. 4. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE DEPARTMENT RIGHT-OF-WAY SHALL BE PERFORMED TO THE LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. 5. ALL CURB TO BE FDOT TYPE "D" UNLESS OTHERWISE NOTED 6. ALL LEASE SITES SHALL HAVE COLORED TILE ROOFING CONSISTENT WITH THE EXISTING DEVELOPMENT. CROSSWALK NOTE 1. TYPICAL CROSSWALK MATERIAL SHALL BE THERMOPLASTIC STYLE PAINT STRIPING. STRIPING SHALL BE SPACED PER FDOT INDEX #17346. s H E T 0 oO L O N W M co Q 0U C'qto U) t U) z O W J o 0 r3 2 IQ WZz � o lf J m pz =C Z U- o�iWW�a d w oQ z o _ Cz7WWm zo `) ZD ❑ >- Q�zo W Q uNiU) < V C Q N 0 `r o ¢ �M¢0 0 z§�= 1 00 W� v p ❑ rn co I- co to d t') N - O Z 0 wW>—w—ozw o z U (n O o_ ¢ O L _Z m OfzQ m W o w045.: Zoo � T) a of I cn o o_ a o oO L O N W M co Q 0U C'qto U) t U) z O W N o 0 r3 2 IQ WZz � o W W �oZF J m pz =C Ld o�iWW�a d w oQ z o _ Cz7WWm zo `) ZD ❑ >- Q�zo W N uNiU) < V C Q N 0 `r o ¢ �M¢0 0 z§�= 1 00 W� v oQ pi w oJ.oS z Q w >m - p W�ao W o o U � w z p w �MEE® o z U (n V y z �% It W� o 0 IQ ID 2c Lij00 o v,c4v0 •� U Ot. mW oo�co 0. J \w a o 0 o 0 � c W w 1 3 OD V C Q N 0 `r o Q W� v z Q V V Z � � w Z Z m c V W o ' o • n +� cp 1 1 N rob CB + TOP=128.37 A Q N.INV.=123.37 0 �cb S.W.INV.=123.37 ,�ti� ... -:; OF PA",/E['\, `. J `.� TOP= 129. 129.63 s/ s ss lir' w • 3;4?: % N.E.INV.= 123.50 ,11 S.W.INV.=123.50. -= M. E. S. INV.=127.00:x, + A# i rJ 10 1 + 1 I B no i l - + I �I I M. E. S.— INV.=127.0 STAKED SILT— SCREEN (TYP. ) 1!U IIry I6 D. (LO 11 [.......1 CB TnD-1')P 17 7 0' 20' 40' SCALE: 1 " = 20' GRADING LEGEND EL ELEVATION EX EXISTING TYP TYPICAL CO CLEANOUT INV INVERT ELEVATION MEG MATCH EXISTING GRADE FFE FINISH FLOOR ELEVATION S/W SIDEWALK X49.58 EXISTING GRADE ELEVATION 252 = 127.26 D-3 PROPOSED GRADE ELEVATION ® DRAINAGE INLET D MITERED END SECTION FDOT MITERED END SECTION PROPOSED SWALE STORMWATER FLOW �-{t- EXISTING SWALE STORMWATER FLOW 127.00 SURFACE STORMWATER FLOW DIRECTION FDOT TYPE "F" INLET DRAINAGE STORMWATER FLOW DIRECTION SD STORM DRAIN D-50 STORM SEWER STRUCTURE NUMBER <»� EROSION CONTROL LL GRATE ELEVATION = 130.46 CONCRETE PAVEMENT W. INVERT ELEVATION PROPOSED ASPHALT PAVEMENT DRAINAGE STRUCTURES D-1 FDOT TYPE "C" INLET GRATE ELEVATION = 130.10 W. INVERT ELEVATION = 127.82 D-2 FDOT TYPE "C" INLET o) Lr) GRATE ELEVATION = 130.24 mam ly E. INVERT ELEVATION = 127.26 ( W. INVERT ELEVATION = 127.26 D-3 FDOT MITERED END SECTION W/SUMP 00 wo o L` 4) INVERT ELEVATION = 127.00 D-4 FDOT MITERED END SECTION W/SUMP O N O INVERT ELEVATION = 127.00 c �p 1 33 FDOT TYPE "F" INLET of D-5 W/ ALTERNATE B v n 5' x 5' "J" BOTTOM LL GRATE ELEVATION = 130.46 Ln 0! ZO 0 p ON N W. INVERT ELEVATION = 126.32 S. INVERT ELEVATION = 126.32 Z_ E. INVERT ELEVATION = 125.94 D-7 FDOT TYPE "F" INLET 0 IL LaZZ � 41 W/ ALTERNATE B � 0]LLI � 5' x 5' "J" BOTTOM WWN ZOZ_O d GRATE ELEVATION = 130.26 C7 W - ce 5 W. INVERT ELEVATION = 125.36 � S. INVERT ELEVATION = 125.36 D-21 FDOT MITERED END SECTION O OLL INVERT ELEVATION = 122.00 D-2 FDOT TYPE "C" INLET O LL- L a. o.WQa GRATE ELEVATION = 130.15 p W E INVERT = 122.39 D D-24 FDOT MITERED END SECTION i0�® Zij INVERT ELEVATION = 122.00 D-2 FDOT TYPE "C" INLET GRATE ELEVATION = 131.58 E INVERT = 122.39 GENERAL NOTE ALL STORMWATER PIPE JOINTS WILL BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX 280 O m p O O V W z O z P O Q- h ZE U v D V) of o � z O J Q z_ Q u- p ❑ 0 z LYW>-m-OZm C7 z M C!� Z W o) Lr) F— co') 'o N mam ly < 0 I ( � a _ m z cz � 00 wo o L` 4) �— DCO O N O I ❑ c �p 1 33 w- of wN a� v n 0 LL � � Ln 0! ZO 0 p ON N O) } (ow LAJ Z_ O W N co M W�W Z W W J 0 IL LaZZ � 41 0 �ZZF � 0]LLI � 0_ WWN ZOZ_O d o Z p Z O C7 W - ce 5 ❑ >- W Oa _ < = � V) F zZ U) W Q Lu - N N O OLL o z I--< J�00 < D < C3 Q O LL- L a. o.WQa w Z �m p W w00V D O i0�® Zij V y I M C!� Z W O .� co') 'o N W oNo � W -co, CL� cz � 00 wo o L` 4) 2 0 DCO O N O W >N LL' O c �p 1 33 W �Q Q � v Q � � O z O LAJ O� W c � Q Z � � J Lu CEO Q o V � Q S H E E T N 0 O _o O � e I.L LL. � W Q DCO W �— LL' O 0 LLJ Q � v Q � � O O LAJ O� � Q � J Lu Z � Q II II IIMEDIAN C J S E- OF PAVEMENT I I I I I I I UTILITY LEGEND -Q- EXISTING SIGNAGE ` EXISTING UTILITY POLE ---o EXISTING GUY W/ WIRE EXISTING CHECK VALVE oa EXISTING GATE VALVE N -6 EXISTING FIRE HYDRANT > EXISTING REDUCER O EXISTING BLOWOFF ® EXISTING WATER METER sM EXISTING SANITARY MANHOLE 0 EXISTING SANITARY CLEANOU& 20' 40' - - -w - - - EXISTING WATER MAIN7��� ~ EXISTING SANITARY MAIN SCALE: 1" = 20' - - —ohw - - - EXISTING OVER HEAD WIRES - - —g°S -- - - EXISTING GAS LINE - - - be - - - EXISTING BURIED CABLE SS PROPOSED SANITARY SEWER LINE WL PROPOSED WATER LINE GAS PROPOSED GAS LINE • PROPOSED CLEANOUT - CO ►� PROPOSED GATE VALVE - GV o PROPOSED FIRE HYDRANT - FH w0 0 0 N PROPOSED REDUCER • PROPOSED BLOWOFF - BO ■ PROPOSED WATER METER - WM _z PROPOSED SANITARY MANHOLE - MH tC PROPOSED BACKFLOW PREVENTER S-11 PROPOSED STRUCTURE NUMBER -►oee 4 o4 DOUBLE DETECTOR CHECK VALVE ASSEMBLY - DDCVA WATER METER AND REDUCED PRESSURE ZONE ASSEMBLY - RPZ NOTE TO CONTRACTORS: 1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. 2. IT WILL BE INSTALLED AT THE POINT OF DELIVERY FROM THE WATER SYSTEM. 3. THE INSTALLER OF THE BACKFLOW PREVENTION DEVICES ON THE DOMESTIC WATER AND IRRIGATION SYSTEMS IS RESPONSIBLE FOR TESTING THE DEVICE UPON INSTALLATION, BY A CERTIFIED BACKFLOW TESTER. 4. ALL TEST REPORTS WILL BE GIVEN TO THE CITY OF OCOEE UTILITY DEPARTMENT. 5. ALL CLEANOUTS AND INLETS SHALL BE TRAFFIC BEARING. 6. THE SANITARY SEWER PIPING WITHIN THE LANDSCAPE AREAS WILL NOT INHIBIT THE LANDSCAPING FROM. NORMAL GROWTH. IF LANDSCAPING SHALL DIE DUE TO THE SANITARY SEWER PIPING, THE OWNER SHALL REPLACE AT THEIR OWN EXPENSE. 7. IN ACCORDANCE WITH CODE, ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF PLACED ON THE BUILDING, PAINT THE BUILDING COLOR. 8. METER BY CITY OF OCOEE. CONTRACTOR TO SUPPLY RPZ (RPZ TO BE PAINTED BLACK) 9. ALL JOINTS WITHIN WATER SYSTEM AT BENDS, TEES, CROSSES AND WHERE EVER RESTRAINTS ARE REQUIRED SHALL BE MECHANICAL JOINT RESTRAINTS. THRUST BLOCKS WILL NOT BE ALLOWED. AS -BUILT INFORMATION AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION. OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER) 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. C) WATER SYSTEM AND FORCEMAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. GENERAL NOTE: THE 'REDUCED PRESSURE BACKFLOW PREVENTOR' AND 'DOUBLE DETECTER CHECK VALVE ASSEMBLY' WILL BE PAINTED BLACK AND SCREENED IN ACCORDANCE WITH THE CODE (36" HIGH SWEET VIBURNUM HEDGE, 30" O.C.). z o z o a w Q En � w E- o V) z 0 0 z Q Z U- Xm mw>—cn—ozcn � 2m .� z cl) W� � u. V L `: O z Wo 0 Lo �. CImam mo�aQ mW O I ~ Of 0 3 W V Q; v 0 c 0 1 > a O N W aQ � » im 11L a o w0 0 0 N 0 °f Q co N vwi cOiaV _z au M N tC mw z wz � wZZ IV—) lil z �Uzig W m �. O Z � C p:WW�N v) w Zlx_ p 0 w L'i Z o � z � ❑ Q~ZO f5 NywQ O — N moo (q mmQQO c9 ZF-W= - c 0 LL o-wsaa -J> W >- a *m LLJ OVWEL D DO 0 -MLL® Z - S H E E T 12 N 0 y L� 2m .� Ath �W cl) W� � u. V L `: OD rn C N z Wo W V)M E �. voxo, 0. mW ooc`a�i ~ u.. 0 3 W V Q; v 0 c 0 1 > ` O N W aQ � Z W ~ Q 0 � to ZW J CL a 9= W O m V c 0 S H E E T 12 N 0 a � u. 1 L. W �. Q V � ~ u.. C Q LU H O � � Z W ~ Q 0 � � J J Lu C.7 'Q S H E E T 12 N 0 CONDITIONS OF APPROVAL: 1. WATER AND SEWER SERVICE TO BE PROVIDED BY THE CITY OF OCOEE. 2. ALL ONSITE PAVEMENT AND DRAINAGE SYSTEMS WILL BE PRIVATELY OWNED AND MAINTAINED. 3. NO PART OF THIS SITE IS LOCATED WITHIN THE 100 YR. FLOOD LINE. 4. THERE ARE NO CONSERVATION AREAS LOCATED ON THIS SITE AS DEFINED IN THE CITY OF OCOEE COMPREHENSIVE PLAN. 5. FIRE HYDRANTS SHALL BE SPACED A MAXIMUM DISTANCE OF 350' APART WITH A MIN. OF FLOW OF 1000 GPM. 6. WATER SERVICE WILL BE PROVIDED VIA AN EXTENSION OF A 12" WATER MAIN LOCATED ALONG MAGUIRE RD. & THE EXTENSION OF A 12" WATER MAIN LOCATED ALONG MOORE RD. 7. A 6' CONCRETE BLOCK WALL WILL BE CONSTRUCTED BY THE DEVELOPER OF PHASE III IN CONJUNCTION WITH THE DEVELOPMENT OF THAT PROPERTY. THE OWNER OF PHASE III WILL BE RESPONSIBLE MAINTENANCE OF THE WALL. A 5' LANDSCAPE EASEMENT WILL BE GRANTED IN FAVOR OF THE ESPLANADE APARTMENT PROPERTY AT THE TIME OF PLATTING FOR THE MAINTENANCE OF LANDSCAPING BETWEEN THE WALL AND THE ESPLANADE APARTMENT PROPERTY LINE. 8. STORM WATER RETENTION AREAS HAVE BEEN DESIGNED TO ACCOMMODATE STROMWATER RUN OFF FROM PHASES 2 & 3 OF THE SHOPPING CENTER. THE ENTIRE SYSTEM WILL BE CONSTRUCTED WITH PHASE 2 SHOPPING CENTER OR PHASE 3, WHICH EVER BEGINS CONSTRUCTION FIRST. PROJECT OUTFALL WILL BE CONSTRUCTED WITH THE DEVELOPMENT OF THESE PONDS. DRAINAGE EASEMENTS ACROSS THE APARTMENT LANDS WILL BE PREPARED VIA A SEPARATE INSTRUMENT AND RECORDED AT THE TIME OF PLAT RECORDING FOR PHASES 2&3. CONSTRUCTION PLANS FOR THESE PONDS WILL BE SUBMITTED WITH THE DEVELOPMENT OF PHASE 2. 9• THIS PRELIMINARY LARGE SCALE SITE PLAN IS BASED UPON & REFERENCES THE AMENDED LAND USE PLAN FOR PLANTATION GROVE APPROVED JULY 21, 1998 BY THE ORDINANCE No. 98-14. SUCH AMENDED LAND USE PLAN AND THE CONDITIONS OF APPROVAL SET FORTH THEREON BEING INCORPORATED HERE IN BY REFERENCE AND MADE PART OF THIS PRELIMINARY LARGE SCALE SITE PLAN. 10. THIS PRELIMINARY LARGE SCALE SITE PLAN IS ALSO BASED UPON & REFERENCES THE PLANTATION GROVE - COMMERCIAL SHOPPING CENTER FINAL DEVELOPMENT PLAN/PRELIMINARY SUBDIVISION PLAN APPROVED JULY 21, 1992, AS AMENDED. 11. THE CITY SHALL REQUEST THAT ANYONE WHO SHALL TIE INTO THE WATER MAIN EXTENSION ACROSS MOORE RD. REIMBURSE MAGUIRE ROAD CORP. OR THEIR ASSIGNS FROM THE COSTS OF SAID EXTENSION PLUS THE TIE IN PARTY'S PRO -RATA SHARE OF THE PROPERTY OWNER'S COST OF INSTALLING THE WATER MAIN ALONG MAGUIRE RD. 12. MOORE ROAD IMPROVEMENTS INCLUDING THE EXTENSION OF A 12" WATER MAIN AS SHOWN ON THESE PLANS WILL BE CONSTRUCTED BY THE CITY OF OCOEE AT THE TIME OF FOUR LANING OF MOORE ROAD. COSTS FOR THE DEVELOPER'S SHARE OF IMPROVEMENTS IS $135,031. REIMBURSEMENT TO THE CITY WILL BE PROVIDED BY THE DEVELOPER OF PHASE 3 IN CONJUNCTION WITH THE PAYMENT OF IMPACT FEES FOR THE PHASE 3 SHOPPING CENTER PROPERTY. NO BUILDING PERMITS SHALL BE ISSUED ON THE PHASE 3 SHOPPING CENTER PROPERTY UNTIL THE PAYMENT IS RECEIVED BY THE CITY. 13. MAXIMUM IMPERVIOUS SURFACE AREA FOR THE EACH LOT SHALL BE 70%. 14. ALL VEHICULAR ACCESS TO THE MAGUIRE & MOORE ROADS WILL BE DEDICATED TO THE CITY OF OCOEE EXCEPT AT APPROVED LOCATIONS AS SHOWN ON THE PLANTATION GROVE AMENDED LAND USE PLAN APPROVED JULY 21, 1998. 15. PHASES II & III WILL BE PLATTED SIMULTANEOUSLY AS A SINGLE COMMERCIAL PLAT. 16. STORM WATER PONDS WILL BE OWNED AND MAINTAINED BY THE OWNERS OF LOTS 1 & 2. A DRAINAGE EASEMENT WILL BE PLACED OVER RETENTION AND CONVEYANCE SYSTEMS VIA THE RECORDING OF THE FINAL PLAT AND RE -PLAT OF LOT 2. 17. ACCESS WILL BE PROVIDED THROUGH LOT 1 TO LOT 2 TO ALLOW FLOW THROUGH TRAFFIC BETWEEN THE CURB CUT ON MAGUIRE RD. AND LOT 2. 18. THE CROSS ACCESS DRIVES BETWEEN MOORE ROAD AND THE EXISTING SHOPPING CENTER WILL NOT HAVE PARKING SPACES BACKING OUT ONTO THESE PRIVATE ROADWAYS. 19. THE SHOPPING CENTER IDENTIFICATION SIGN SHALL BE LOCATED WITHIN THE MEDIAN AT THE SOUTHERN ENTRANCE TO THE SHOPPING CENTER, SUBJECT TO OBTAINING PERMISSION FROM THE FEE OWNER. THE DEVELOPER AND THE CITY WILL USE THIER BEST EFFORTS, TO OBTAIN SUCH PERMISSION. IF PERMISSION CANNOT BE OBTAINED PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY ON LOTS 1 OR 2, THEN THE SHOPPING CENTER IDENTIFICATION SIGN SHALL BE LOCATED ON LOT 1 AS SHOWN HEREIN. 20. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS, AND RESTRICTIONS OF F.S. CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 21. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 22. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 23. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROAD EXCEPT AT THE APPROVED LOCATIONS. 24. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. 25. ALL UTILITIES, INCLUDING EXISTING OVERHEAD WIRES, SHALL BE PLACED UNDERGROUND. 26. ALL LEGAL INSTRUMENTS ARE SUBJECT TO THE REVIEW AND APPROVAL BY THE CITY PRIOR TO APPROVAL OF THE FINAL SITE PLAN. 27. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 28. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS-OF-WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. 29. THIS PROJECT IS SUBJECT TO THAT CERTAIN DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS RECORDED MARCH 17, 1994 IN OFFICIAL RECORDS BOOK 4712, PAGE 3644, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, AS AMENDED. 30. LEASE SITES CANNOT BE SOLD TO INDIVIDUAL TENANTS AND WILL REMAIN AS A LEASE FOR THE LIFE OF THE DEVELOPMENT. 31. THE DEVELOPER SHALL REPLACE THE EXISTING ASPHALT SIDEWALK LOCATED ALONG MOORE ROAD WITH NEW 6' WIDE CONCRETE SIDEWALK. 32. IN ACCORDANCE WITH CODE, ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF PLACED ON THE BUILDING, PAINT THE BUILDING COLOR. 33. ALL SATELLITE DISHES USED BY THE BANK SITES WILL BE SCREENED. IF PLACED ON THE TOP OF THE BUILDINGS, THEY SHOULD BE COMPLETELY SCREENED BY PARAPET, OR IF PLACED ON THE GROUND, THEY SHOULD BE SCREENED WITH A MASONRY ENCLOSURE. 34. MONUMENT SIGNS ARE PROHIBITED FOR INDIVIDUAL USE. 35. OUTSIDE SEATING AREA FOR THE RESTAURANT LEASE SITE WILL BE DETERMINED DURING THE INDIVIDUAL FINAL SMALL SCALE SITE PLAN REVIEW PROCESS FOR LEASE SITE "D" 36. HARDSCAPE AND LANDSCAPE DESIGN OF THE PLAZA AREA WILL BE DETERMINED DURING THE FINAL LARGE SCALE SITE PLAN REVIEW PROCESS 37. PARKING FOR EACH LEASE SITE AREA WILL BE SHARED THROUGHOUT PHASE 3, LOT 2 OF PLANTATION GROVES. 38. MAGUIRE GROVES, L.L.C. SHALL CONTRIBUTE TO OFFSITE FOUNTAIN CONSTRUCTION BASED ON A SHARED AGREEMENT BETWEEN THE CITY OF OCOEE AND MAGUIRE GROVES, L.L.C. 39. ALL LEASE SITES SHALL HAVE COLORED BARREL TILE ROOFING CONSISTENT WITH THE EXISTING DEVELOPMENT. 40. PROPERTY MANAGER FOR DEVELOPMENT WILL COORDINATE WITH CITY OF OCOEE SOLID WASTE DEPARTMENT FOR GARBAGE RECEPTACLE PICKUPS. MORN D 0 U w F� cr_ z'-' UJ W ❑ o�z 0 _t �7_ a C) v U (LCL w o 0 �0 0 Ld U m' ROB ■ ww>-to-ozw U Z l � z � c W W� rn .c � 00 N mam �` o o M w U mm I aQ a z 0 mc 4�M r ,r �� W of w �N¢0 ILi0 C V) o W� a o �i L00 0 N } Vl C3 U) to totD 04_ tW `' Q zwu 0- N W f0 mm� z W Wzz N �i W �ZzF _J Ld mU' C=.D 0.8WWN W zWO CL W rx tnm00 ❑ O a~zo wsaw Q - N W Ld N 0 ZmQO 0 Q � a 1-, a.S W :3 Qm U WLLa0. V W z > 0 F W (O o ti ® 0 z U In V y Z l � ,C � c W W� o .c � 00 N W �` o v:) Nn o U 0. mWoma) .j as oo�10 2=3 W ,r �� v 3 �o't N W a Q o Q C O J W� dlk �i Z V V 44 • Qto W co CL • Z r V � c c o z Q � S H E E T 13 i• • dlk • • r S H E E T 13 i• PC OR PT OF RADIUS RETURN O � #4 — REBAR CONTINUOUS SURFACE � M m o STOP @EACH SIDE OF CJ'S � ° 12" 6" Future Curb An o Gutter Construction BASE w 20 R Or As Shown On Plans cn u) W STRUCK JOINT 3" ROUND EDGE A � � w w ❑ — — — SLOPE 1'_2" 2Exp. Joint \\ \ \ \\ \ z EDGE OF I ^, �\ \\ \ \\ \ Q 0 O Z THRU—LANE PROPOSED _ CONSTRUCTION • ` • `—' .T PAVEMENT SURFACE — + \\ \\\\ SUB—BASE \\\\ � �— NORMAL HEAVY °' o 00 a : Valley Gutter Curb And Gutter w w z SAW CUT FULL DEPTH 1 °•� `• ASPHALT 1.5" 2.5" TYPE S—III ASPHALTIC CONCRETE NORMAL s 5 0 OF EXISTING ASPHALT--,,__. (� PLAN MIN. MIN. TYPE S—III OR S—I ASPHALTIC CONCRETEHEAVY PC OR PT OF RADIUS RETURN IL 6" — CONCRETE( > ❑ CONCRETE SIDEWALK 1 10 1 —2 BASE COURSE 8" 10" LIMEROCK BASE COMPACTED TO 95% MODIFIED J NEW SURFACE WITH 6x6 W1.4xW1.4 * --- PROCTOR MAX DENSITY PER AASHTO T-180, LBR 100. o O w z_ I NEW BASE �� R' iK � 7211 Std. BASE COURSE 8" 6" 300 PSI SOIL CEMENT BASE COMPACTED TO 95% MODIFIED M N EDGE OF EXIST PAVEMENT INTEGRAL CURB & SIDEWALK to 6" Min* PROCTOR MAX DENSITY PER AASHTO-558, LBR 100. ❑ SAW CUT FULL DEPTH 12» APPLY PRIME OR TACK � OD n c0 to d' I'7 N — z OF EXISTING ASPHALT MATERIALS AS NECESSARY 3'-0" SUB—BASE 12" 12" STABALIZE SUBGRADE SUBGRADE COMPACTED TO 98% o:w>—rn—ortn — — ' MIN. MIN. MODIFIED PROCTOR MAX DENSITY PER AASHTO z SECTION AA T-180, LBR 40. to 0) O NORMAL 40'-0" WITH 4' WIDE SIDEWALK ma 0 I 5Q M w MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK 6" 1'-6" 1'-10" 1'-2" TYPICAL PAVEMENT SECTION z m o M o �"' a CONNECTION DETAIL ' I07 < 0 0NQ0 ❑ AT EXISTING ASPHALT PAVEMENTS :..:.:• :.. j w :.:: a... : "a . ...: • •. • •e; dA d. •� •.: .•.rdl ICi ..:4 .. .d • ..•� ♦. '..e '•:• .. ••'• A .• :• • ' •• •. • ♦ 111 �-� �—Id /tt., 72 Std. O 0 N to C z WN � N NO Z d w N O D] Z `° 6" Min* �a WZ Z 8„ Wzz 8 tai JvZz� EXPANSION JOINT STRUCK JOINT 10 m�. -= a WW�� a -0111- STRUCTURE SINGLE—COMPONENT n• ' • 1 /4„ POLYURETHANE SEALANT 5�-0» • • • " oFz ¢ o W zo .. , „ j, . e+•:.•.. a,_.. a CONCRETE 4 a : .a D r tWiwo N1Z� ❑ 3/4 THICK 1 /2 EXPANSION JOINT 4 .. «+ ' ' a z o N �'''a ' • • FULL DEPTH BROOM FINISH MOO � `I` wow SECTION BB Z� M zw-SO UJ 4 U�w= O a O e •.. / \\ \\ SUB—GRADE \ \\ \ Z O a ca �, � • °' '..�'•' D 0.1 *D D/W \\ �\ a o 5 w a m v • as ` ;,"'. .� ",.. .' : _ f •d. e . • a•e •a .;. :"; .. •'•. • d • 6 1'-10" 1'-2" y 2 a F �/ OR,. c/r��I CLOSED CELL SEMI—RIGID •' " • . • • :.• ' .: • . ; :•: ' , ; • d SURFACE COURSE TYPE I PORTLAND CEMENT CONCRETE WITH A • PLASTIC JOINT FILLER 0.2*D :. d° " "' %:. ' r. : • } ".:. ".: . o N •: �, • + •, •• • • . • , . .d...; ,r -A •.: ',•.. • .• . 71 11 y Qi " �� 2 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. V 1/4 EXPANSION JOINT CONSTRUCTION JOINT 6 Min. SUBGRADE CLEAN FINE SAND WITH LESS THAN TEN PERCENT Z °� EXPANSION JOINT STRUCK JOINT PASSING A NO. 200 SIEVE, COMPACTED TO AT LEAST c W o 8 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. C O w0 31-610 TYPICAL CONCRETE PAVEMENT SECTION .~Z 2 C N NOTES: SECTIO o 05 n O v o SINGLE—COMPONENT 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER •, ° x ° 1/4' 1/2"—r—/'POLYURETHANE SEALANT CL m W � o `` °°° D/4 3/4" THICK THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60. VALLEY GUTTER DETAIL EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PER FDOT INDEX N0. 300 y o ° C 01 y 4• .. ., d, . •. ;rr M 1.: a •d D s sd • a, ' • • PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. W ° 3 CLOSED CELL SEMI—RIGID 3. SIDEWALK STRUCK JOINT TO BE PROVIDED AT INTERVALS EQUAL W a, Q PLASTIC JOINT FILLER TO THE WIDTH. THEREFORE STRUCK JOINT SHALL BE W = L as � CONTROL JOINT 1/2 EXPANSION JOINT TYPICAL SIDEWALK� J W� Z V Li m O \ At a Qa util. Z W Sidewalk Stri +• a1 Width In Feet Width Varies Curb Type D Or Curb do Gutter CL Typen). F Show(Curb do Gutter Type F Q � C C E III -r o ,1 T i w� Ramp Cu a� Q oo aR w 0 PICTORIAL VIEW \ F� ie Crosswalk LL. LJL. J 12" Crosswalk oft 6 Min. LULU Q O PLAN VIEW Lu Q CURB CUT RAMP PER FDOT INDEX 304 Lv 01 t,7 LU >. Z DG V Q oc � Z W O = Z 6" 2"R ~ 6" 1'-6" A PAVEMENT J 21PRWL SURFACE LUQ .. 3"R 3/4"R _ 00 •. �. .d •• .. * S 8" H E E T TYPE "F" CURB TYPE "D" CURB N 140 H/C SIGN0 18„ � o m o ,, fl uu IITr 12.34' V6-P\Lot ■ ■ IF ` I I•■IsV /'1■IsNor V V . V ■ • S" GALVANIZED m <r' a - STEEL POLE PLAN COVER-1.DWG 6/09/94 NTS U < 0 (� Q O 1" CHAMFER V) so °- °- 0 WHITE FINISH GRADE 4'-6"x6' SOLID METAL a o0 0 w ,� M 4 WHITE METAL RASWING IL SGAWITH TE �,� a i N ca U) z #5 VERT IN CONC o v� �n v) � Z Lo LATCH & CANE BOLTS a m N co m 0c z FILLED CELL. 1 EA 5 M N o ;o CORNER & END o w w Z z -� U 4" SQUARE STEEL HINGE I i w Z Z� w z z F d' POST FILLED W/CONCRETE tO +- �' d: °' w `'' W N d 6 CONC SLAB W 6X6 I o- Z Q w w • W1.4xW1. / 5" DOWELS X z 0r Z rn ac z o :a. •'. 30 LG W/10 ?. w o rnI-' z �__. „ . .--'r- �t-•� _V3 - HOOK. EA < z N N w a FILLED CELL o z �- in z �'' 5.0 0 f CONCRETE PAVEMENT U) jE w z :)a: a O 12 5 I'• 45' CHAMFER z a a n Q��C9 p � LL 6' ,r , •1f N APPROACH CONCRETE IL 12"X18" MONOLITHIC CONC FOOTING--/ 18 w E a o z > ui m F w 12" 12" v.G W o o U o o HANDICAP PARKING PAVEMENT MARKING a.. W/2 #5S CONT z ..A ., - :�. - r : ,.. •. d. ■ ♦.,�. •• } »�' i'' ..� 0.000 d.�■. i , s NOTE: Vto •1. DUMPSTER ENCLOSURE MATERIAL TO MATCH THE MAIN BUILDING. DOORS NEED TO BE PAINTED BLACK. C '� TACTILE SURFACE , #4 BAR 18„ LONG 1 2. THE DUMPSTER ENCLOSURE STALL BE SCREENED C W M CONST 4” THICK WITH A 3' PLANTER HEDGE ALONG THE PERIMETER OF W o 8" CONCRETE RAMP THE ENCLOSURE. co C 0 OD N a� 5" . d 12:1 SL tO PAVEMENT SURFACE A ----------------------------------- W c00E o SWIM I i II �4" BOLLARD -/I I I -� l I IIi--------------------------- I I l I I II I I I 10' I I MONOLITHIC FOOTER AND SLAB DESIGN Q l I I I I i I I I l o I I I i I I I I I I I I I e I I I I I I I I I i i I I I I i i. I I TEEL 7I LLED cQol o U 10' CLR (COL TO COL) (o 5'X5' SOLID METAL GATES ETE I i PRIMED AND PAINTED (BLACK) LATCH & CANE BOLTS FA WE ME V6-P\Lot ■ ■ IF ` I I•■IsV /'1■IsNor V V . V ■ • S" GALVANIZED m <r' a - STEEL POLE PLAN COVER-1.DWG 6/09/94 NTS U < 0 (� Q O 1" CHAMFER V) so °- °- 0 WHITE FINISH GRADE 4'-6"x6' SOLID METAL a o0 0 w ,� M 4 WHITE METAL RASWING IL SGAWITH TE �,� a i N ca U) z #5 VERT IN CONC o v� �n v) � Z Lo LATCH & CANE BOLTS a m N co m 0c z FILLED CELL. 1 EA 5 M N o ;o CORNER & END o w w Z z -� U 4" SQUARE STEEL HINGE I i w Z Z� w z z F d' POST FILLED W/CONCRETE tO +- �' d: °' w `'' W N d 6 CONC SLAB W 6X6 I o- Z Q w w • W1.4xW1. / 5" DOWELS X z 0r Z rn ac z o :a. •'. 30 LG W/10 ?. w o rnI-' z �__. „ . .--'r- �t-•� _V3 - HOOK. EA < z N N w a FILLED CELL o z �- in z �'' 5.0 0 f CONCRETE PAVEMENT U) jE w z :)a: a O 12 5 I'• 45' CHAMFER z a a n Q��C9 p � LL 6' ,r , •1f N APPROACH CONCRETE IL 12"X18" MONOLITHIC CONC FOOTING--/ 18 w E a o z > ui m F w 12" 12" v.G W o o U o o HANDICAP PARKING PAVEMENT MARKING a.. W/2 #5S CONT z ..A ., - :�. - r : ,.. •. d. ■ ♦.,�. •• } »�' i'' ..� 0.000 d.�■. i , s NOTE: Vto •1. DUMPSTER ENCLOSURE MATERIAL TO MATCH THE MAIN BUILDING. DOORS NEED TO BE PAINTED BLACK. C '� TACTILE SURFACE , #4 BAR 18„ LONG 1 2. THE DUMPSTER ENCLOSURE STALL BE SCREENED C W M CONST 4” THICK WITH A 3' PLANTER HEDGE ALONG THE PERIMETER OF W o 8" CONCRETE RAMP THE ENCLOSURE. co C 0 OD N a� 5" . d 12:1 SL tO PAVEMENT SURFACE A I W c00E o SWIM W.I♦ v-) ' ° ° Lr - TYPICAL 10'x10' TRASH ENCLOSURE WITH a W m o u- 5 WAME�.E♦E♦E♦� MONOLITHIC FOOTER AND SLAB DESIGN Q c -° A HCSGN�C.DWG 09/18/95 NTS NTS O V c 0 3 NA WE ME 1 *11 IV _m c°I3 <�>7r- OD 004 N W cQol o U W I i FA WE ME En I IN NA LWA LWA 64 t Iz I 1.ff**lf4 g z❑ w �.NAME I 00 Z O Z d F uj D- I CL wLJ Iam 0 (% I #5 HORZ IN 5 5 ZO CONC CAP I � � I D 12"X18" I MONOLITHIC CONCRETE FOOTING J I o N W Z N � 18" DIA X 2'-6" � to N Q ❑ CONC FOOTING FOR GATE POST rn 00 r` co Ln It n N O Z �w>-rn-ozv� C9 Z L Cn Qrmzrw M m I w � V6-P\Lot ■ ■ IF ` I I•■IsV /'1■IsNor V V . V ■ • S" GALVANIZED m <r' a - STEEL POLE PLAN COVER-1.DWG 6/09/94 NTS U < 0 (� Q O 1" CHAMFER V) so °- °- 0 WHITE FINISH GRADE 4'-6"x6' SOLID METAL a o0 0 w ,� M 4 WHITE METAL RASWING IL SGAWITH TE �,� a i N ca U) z #5 VERT IN CONC o v� �n v) � Z Lo LATCH & CANE BOLTS a m N co m 0c z FILLED CELL. 1 EA 5 M N o ;o CORNER & END o w w Z z -� U 4" SQUARE STEEL HINGE I i w Z Z� w z z F d' POST FILLED W/CONCRETE tO +- �' d: °' w `'' W N d 6 CONC SLAB W 6X6 I o- Z Q w w • W1.4xW1. / 5" DOWELS X z 0r Z rn ac z o :a. •'. 30 LG W/10 ?. w o rnI-' z �__. „ . .--'r- �t-•� _V3 - HOOK. EA < z N N w a FILLED CELL o z �- in z �'' 5.0 0 f CONCRETE PAVEMENT U) jE w z :)a: a O 12 5 I'• 45' CHAMFER z a a n Q��C9 p � LL 6' ,r , •1f N APPROACH CONCRETE IL 12"X18" MONOLITHIC CONC FOOTING--/ 18 w E a o z > ui m F w 12" 12" v.G W o o U o o HANDICAP PARKING PAVEMENT MARKING a.. W/2 #5S CONT z ..A ., - :�. - r : ,.. •. d. ■ ♦.,�. •• } »�' i'' ..� 0.000 d.�■. i , s NOTE: Vto •1. DUMPSTER ENCLOSURE MATERIAL TO MATCH THE MAIN BUILDING. DOORS NEED TO BE PAINTED BLACK. C '� TACTILE SURFACE , #4 BAR 18„ LONG 1 2. THE DUMPSTER ENCLOSURE STALL BE SCREENED C W M CONST 4” THICK WITH A 3' PLANTER HEDGE ALONG THE PERIMETER OF W o 8" CONCRETE RAMP THE ENCLOSURE. co C 0 OD N a� 5" . d 12:1 SL tO PAVEMENT SURFACE A DETECTABLE 4" WHITE REFLECTORIZED PAINT. y WARNING (SEE PLAN VIEW FOR LOCATIONS) Ci PRECAST CONCRETE WHEEL STOP SURFACE f ti O„ \ 1 wHL—STOP.DwG 09/01/94 NTS 12' SLOPE 2�{ 12:1 SLOPE c 0000 .: • • ., ... . •' • . ,4. : •..•: ,.ti:: `i• '` \ y POST (OPTIONS: 2"x4" OR SECTION AA 2 1/2" MIN DIA WOOD; STEEL 1.33 LBS/FT i1rN) / r' r/ \ HANDICAPPED RAMP 6' CENTERS MAX / �i p. Z z r W HC—RAMP4.DWG 2/27/95 NTS O C NOTES: GEOTEXTILE CRITERIA '` U Na 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT GRAB TENSILE STRENGTH 90 LBS EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT TRAPEZOIDAL TEAR 35 LBS a SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL SULLEN BURST N PSI = o CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. . ,■ SEE FDOT INDEX NO 199 PREASSEMBLED SILT FENCE 2. DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. 5' Q STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING ~ TYP. VERTICAL CURB(TYP) I= SURFACE SHALL PROVIDE A DARK–ON–LIGHT OR LIGHT–ON–DARK CONTRAST -lo} �;- BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING SURFACE. j CIS u- " --' Lu - Lu Z PEDESTRIAN ACCESS STRIPPING v O Lu STORMWATER INLET Q � TACTILE SURFACE M MAX SLOPE = 12:1 LjL W CONST 4" THICK 1/2" PREFORMED EXPANSION JOINT I'— O (DCAP UNIT ADHERES IMPERVIOUS FILL TO TOP UNIT 12" DEEP CONCRETE RAMP JOINT FILLER 2ffx2ff WOOD STAKES WIRE OR NYLON W >. W/VERSA-LOK(ALL AROUND) 2 PER BALE BOUND BALES "`j 2c CONCRETE ADHESIVE E WARNINGBLE A O FLOW FLOW EDGE OF TRAVEL WAY r EXISTING GRADE � � Q SURFACE 00000.... 9cq I I I FLOW /��/��j ......... SIDEWALK \" 6' 5' STD 6' �I PAVEMENT "STOP" BAR TO BE PLACED , VERSA-LOK MODULAR // //�� » CONCRETE UNITS 44 MIN 6' FROM EDGE OF TRAVELED WAY, 2 (MIN.) W Z UNLESS SHOWN OTHERWISE. PLAN DOWNSLOPE SECTION 0 DRAINAGE AGGREGATE 12 THICK MIN. 2 ANGLE FIRST STAKE r BALES BUTTED TIGHTLY Z Z — / :•� SECTION AA SIGNAGE LAID ARD PREVIOUSLY + TOGETHER HANDICAPPED RAMP "DIA. J >I I I I :;.;• ;': •:'•:,:, //I- OUTLET ® INDPIPE OF WALL in. Wim" —� I—� I OR ® 40' CENTERS MAX. HC-RAMPI.DWG 01/24/03 NTS " ELEVATION f� Q. STOP BAR SHALL BE 24 WIDE AND GRANULAR LEVELING PAD NOTES: 12' FOOT LONG, OR AS SHOWN, STRAWBALE SILT BARRIER � MIN. 6" THICK 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT WHITE REFLECTORIZED PAINT. Q EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT (SEE PLAN VIEW FOR LOCATIONS) SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. STOP BAR TYPICAL SECTION —UNREINFORCED RETAINING WALL 2, DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH DETAIL WITH SIGNAGE EROSION CONTROL DETAIL S SCALE: NONE F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. H STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING E SURFACE SHALL PROVIDE A DARK—ON—LIGHT OR LIGHT—ON—DARK CONTRAST E BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING T 15 SURFACE. N 0 I W c00E o SWIM W.I♦ v-) ' ° ° HANDICAP SIGN TYPICAL 10'x10' TRASH ENCLOSURE WITH a W m o u- 5 WAME�.E♦E♦E♦� MONOLITHIC FOOTER AND SLAB DESIGN Q c -° A HCSGN�C.DWG 09/18/95 NTS NTS J V c 0 3 NA WE ME 1 *11 IV _m c°I3 <�>7r- OD 004 N W cQol o FA WE ME I IN NA LWA LWA 64 1.ff**lf4 �.NAME DETECTABLE 4" WHITE REFLECTORIZED PAINT. y WARNING (SEE PLAN VIEW FOR LOCATIONS) Ci PRECAST CONCRETE WHEEL STOP SURFACE f ti O„ \ 1 wHL—STOP.DwG 09/01/94 NTS 12' SLOPE 2�{ 12:1 SLOPE c 0000 .: • • ., ... . •' • . ,4. : •..•: ,.ti:: `i• '` \ y POST (OPTIONS: 2"x4" OR SECTION AA 2 1/2" MIN DIA WOOD; STEEL 1.33 LBS/FT i1rN) / r' r/ \ HANDICAPPED RAMP 6' CENTERS MAX / �i p. Z z r W HC—RAMP4.DWG 2/27/95 NTS O C NOTES: GEOTEXTILE CRITERIA '` U Na 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT GRAB TENSILE STRENGTH 90 LBS EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT TRAPEZOIDAL TEAR 35 LBS a SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL SULLEN BURST N PSI = o CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. . ,■ SEE FDOT INDEX NO 199 PREASSEMBLED SILT FENCE 2. DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. 5' Q STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING ~ TYP. VERTICAL CURB(TYP) I= SURFACE SHALL PROVIDE A DARK–ON–LIGHT OR LIGHT–ON–DARK CONTRAST -lo} �;- BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING SURFACE. j CIS u- " --' Lu - Lu Z PEDESTRIAN ACCESS STRIPPING v O Lu STORMWATER INLET Q � TACTILE SURFACE M MAX SLOPE = 12:1 LjL W CONST 4" THICK 1/2" PREFORMED EXPANSION JOINT I'— O (DCAP UNIT ADHERES IMPERVIOUS FILL TO TOP UNIT 12" DEEP CONCRETE RAMP JOINT FILLER 2ffx2ff WOOD STAKES WIRE OR NYLON W >. W/VERSA-LOK(ALL AROUND) 2 PER BALE BOUND BALES "`j 2c CONCRETE ADHESIVE E WARNINGBLE A O FLOW FLOW EDGE OF TRAVEL WAY r EXISTING GRADE � � Q SURFACE 00000.... 9cq I I I FLOW /��/��j ......... SIDEWALK \" 6' 5' STD 6' �I PAVEMENT "STOP" BAR TO BE PLACED , VERSA-LOK MODULAR // //�� » CONCRETE UNITS 44 MIN 6' FROM EDGE OF TRAVELED WAY, 2 (MIN.) W Z UNLESS SHOWN OTHERWISE. PLAN DOWNSLOPE SECTION 0 DRAINAGE AGGREGATE 12 THICK MIN. 2 ANGLE FIRST STAKE r BALES BUTTED TIGHTLY Z Z — / :•� SECTION AA SIGNAGE LAID ARD PREVIOUSLY + TOGETHER HANDICAPPED RAMP "DIA. J >I I I I :;.;• ;': •:'•:,:, //I- OUTLET ® INDPIPE OF WALL in. Wim" —� I—� I OR ® 40' CENTERS MAX. HC-RAMPI.DWG 01/24/03 NTS " ELEVATION f� Q. STOP BAR SHALL BE 24 WIDE AND GRANULAR LEVELING PAD NOTES: 12' FOOT LONG, OR AS SHOWN, STRAWBALE SILT BARRIER � MIN. 6" THICK 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT WHITE REFLECTORIZED PAINT. Q EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT (SEE PLAN VIEW FOR LOCATIONS) SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. STOP BAR TYPICAL SECTION —UNREINFORCED RETAINING WALL 2, DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH DETAIL WITH SIGNAGE EROSION CONTROL DETAIL S SCALE: NONE F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. H STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING E SURFACE SHALL PROVIDE A DARK—ON—LIGHT OR LIGHT—ON—DARK CONTRAST E BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING T 15 SURFACE. N 0 W c00E o SLOPE v-) ' ° ° HANDICAP SIGN TYPICAL 10'x10' TRASH ENCLOSURE WITH a W m o u- 5 MONOLITHIC FOOTER AND SLAB DESIGN Q c -° A HCSGN�C.DWG 09/18/95 NTS NTS J V c 0 3 W _m c°I3 <�>7r- OD 004 N W cQol o DETECTABLE 4" WHITE REFLECTORIZED PAINT. y WARNING (SEE PLAN VIEW FOR LOCATIONS) Ci PRECAST CONCRETE WHEEL STOP SURFACE f ti O„ \ 1 wHL—STOP.DwG 09/01/94 NTS 12' SLOPE 2�{ 12:1 SLOPE c 0000 .: • • ., ... . •' • . ,4. : •..•: ,.ti:: `i• '` \ y POST (OPTIONS: 2"x4" OR SECTION AA 2 1/2" MIN DIA WOOD; STEEL 1.33 LBS/FT i1rN) / r' r/ \ HANDICAPPED RAMP 6' CENTERS MAX / �i p. Z z r W HC—RAMP4.DWG 2/27/95 NTS O C NOTES: GEOTEXTILE CRITERIA '` U Na 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT GRAB TENSILE STRENGTH 90 LBS EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT TRAPEZOIDAL TEAR 35 LBS a SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL SULLEN BURST N PSI = o CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. . ,■ SEE FDOT INDEX NO 199 PREASSEMBLED SILT FENCE 2. DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. 5' Q STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING ~ TYP. VERTICAL CURB(TYP) I= SURFACE SHALL PROVIDE A DARK–ON–LIGHT OR LIGHT–ON–DARK CONTRAST -lo} �;- BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING SURFACE. j CIS u- " --' Lu - Lu Z PEDESTRIAN ACCESS STRIPPING v O Lu STORMWATER INLET Q � TACTILE SURFACE M MAX SLOPE = 12:1 LjL W CONST 4" THICK 1/2" PREFORMED EXPANSION JOINT I'— O (DCAP UNIT ADHERES IMPERVIOUS FILL TO TOP UNIT 12" DEEP CONCRETE RAMP JOINT FILLER 2ffx2ff WOOD STAKES WIRE OR NYLON W >. W/VERSA-LOK(ALL AROUND) 2 PER BALE BOUND BALES "`j 2c CONCRETE ADHESIVE E WARNINGBLE A O FLOW FLOW EDGE OF TRAVEL WAY r EXISTING GRADE � � Q SURFACE 00000.... 9cq I I I FLOW /��/��j ......... SIDEWALK \" 6' 5' STD 6' �I PAVEMENT "STOP" BAR TO BE PLACED , VERSA-LOK MODULAR // //�� » CONCRETE UNITS 44 MIN 6' FROM EDGE OF TRAVELED WAY, 2 (MIN.) W Z UNLESS SHOWN OTHERWISE. PLAN DOWNSLOPE SECTION 0 DRAINAGE AGGREGATE 12 THICK MIN. 2 ANGLE FIRST STAKE r BALES BUTTED TIGHTLY Z Z — / :•� SECTION AA SIGNAGE LAID ARD PREVIOUSLY + TOGETHER HANDICAPPED RAMP "DIA. J >I I I I :;.;• ;': •:'•:,:, //I- OUTLET ® INDPIPE OF WALL in. Wim" —� I—� I OR ® 40' CENTERS MAX. HC-RAMPI.DWG 01/24/03 NTS " ELEVATION f� Q. STOP BAR SHALL BE 24 WIDE AND GRANULAR LEVELING PAD NOTES: 12' FOOT LONG, OR AS SHOWN, STRAWBALE SILT BARRIER � MIN. 6" THICK 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT WHITE REFLECTORIZED PAINT. Q EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT (SEE PLAN VIEW FOR LOCATIONS) SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. STOP BAR TYPICAL SECTION —UNREINFORCED RETAINING WALL 2, DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH DETAIL WITH SIGNAGE EROSION CONTROL DETAIL S SCALE: NONE F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. H STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING E SURFACE SHALL PROVIDE A DARK—ON—LIGHT OR LIGHT—ON—DARK CONTRAST E BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING T 15 SURFACE. N 0 r1 - GENERAL NOTES 8" i A M L m 4'-0" �i Eye Bolt C4 See Index 201 m = - 0 1. These inlets are designed for use in ditches, medians, pavement areas, or other areas subject to heavy wheel loads where g" debris is minimal and is subject to pedes - A trian and/or bicycle traffic. 2. When alternate G grate is specified in plans, the grate is to be hot dipped galva- nized after fabrication. 2r-0„ 2 1/4" i, r I• q j.r� •. DIMENSIONS & QUANTITIES O D X -T-7- A B C E F G Single Pipe M Double Triple Pipe Pipe Quad Pipe N GRATE SIZES Standard Extra WeightPipe Strong Pipe CONCRETE Single Double Pipe Pipe (Cu. Yds.) Triple Quad Pipe Pipe SODDING (Sq. Yds.) Single Double Triple Quad Pie Pipe Pipe Pipe 75 5 o m 36 4.63 Z 1237 1.19 0.76 1.18 1.54 7.94 0 o v 12 18 2 -10 236 5.12 7.48 9' 1.41 4.92 7.75 10.58 13.42 5-4" 0.85 1.28 1.71 2.17 9 12 13 24 3-5 _7=3 O 7.16'0 9.71 7.03'0 11 1.73 5.50 8.92 12.33 15.75 1.25 -W 1.02 1.58 U 2.75 B 12 13 15 30 270 9.25 17.95 0 2.00 W 10.33 14.58 18.83 2 1.23 1.98 274 14 15 17 36 V-11' 287 11.3101 14.1815 W 2.24 6.67 11.75 16.83 l-_ l`_ 1 2 3.1.40 r1 - GENERAL NOTES 8" i A M L m 4'-0" �i Eye Bolt C4 See Index 201 m = - 0 1. These inlets are designed for use in ditches, medians, pavement areas, or other areas subject to heavy wheel loads where g" debris is minimal and is subject to pedes - A trian and/or bicycle traffic. 2. When alternate G grate is specified in plans, the grate is to be hot dipped galva- nized after fabrication. G 6.42' G 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. LL1 LLJ 3. These inlets may be used with Alt. B 010.40' 010.10' Dimensions permitted to allow use of 12' standard pipe lengths. ❑ 0o structure bottoms, Index 200. The inlet and bottom & O Concrete slob shall be deepened to form bridge across crown of pipe. See section below. TREE LOCATION t*4 11_ combinations are to be paid for under the (SEE LANDSCAPE PLAN) to _ - - _ contract unit price for inlets (DT Bot) -1N (Type F (or G)) (J Bot, Depth), Ea. Q PLAN CONCRETE TABLE AND BENCH LOCATION } 3'-0 o GRED C B M 5 s 5 s Sod Beveled Or Round Comers ti Sod Beveled Or Round Comers j�r" O N LL Z SC r Construction Joints Permitte�J ���--••��� Construction Joints Permitted d N QQ AT 6'x6' SQUARES (BY OWNER) v 4'_0" 2'-11" ooi Edges To Radi ooi Edges To "Radi I Grate I Grate N El 's 's a, 00 1, Co in 't' n N '- O 9 R e o 0 0 o Z e �6.� - rn - __ -_ ...-,,. 5° 2, : I M ,�2" Clear 2" Cl�eal w > - rn - o z rn O 1 ,o � 1 Z "� 01 " 9 oI %_ 0 �4 1�= to M D) Low i 8 2-0" 8 I Q .. m¢ a O 2 Clear II m° II 2 Clea +, -0 E- c o > z M W �N o I ___ m 6" WIDE FLUSH " y y y iO 2" Clea v II 12" I� ;� o 0 0 0 x e o 0 0 o t; i Z I Bab „u cry JZ �I� 4 Ba ®1 Ctrs. o c E II a -- Fastener V of M W N Q O 71 CONCRETE BAND II v a _ oC11 2' - -MI Concrete Slab, 3' Thick, Reinforced Sod 1 -- --- d c0 WWF 8x6-W7.4xWi.4 - cs SECTION AA #4 Bars ®12" Ctrs. z o } (A N t�0 N 'M' a TOP VIEW -SINGLE PIPE LJJ e e e o. � � t° M w Z � 3'-1 Sfo �o�/ 2 SOd Fastener U a V w Z Z W 24" WIDE FLUSH 3 x 3 A 18 Spaces t��" . �'°�9`0, ts,°ge Ditch T � win z � = t, i o z z a � CONCRETE BAND 19 Bars " C (At The Option Notch Permitted Of The °`IInCoH°m D° a A Concrete Slob, 3" Thick, Reinforced Wi ad Z a V, z p W a TREE LOCATION - Manufacturer) C WWF 6x6-W1.4xW1.4zwww. (SEE LANDSCAPE PLAN) N W z o 43 x 3 x a" t' wat 9 l� aF_W0 v�1�wQ SAv 0 w w �- 1 ���� 4 �df4"a r °. TOP VIEW -MULTIPLE PIPE Z�W= a �Qa� o �_ L N SECTION CC SECTION DD Concrete onnect Construction Joints Permitted 0 5 -J a m CI Pie Note: See Sheets 5 and 6 for details and general notes. w Q z P Saddle * m Ditch Grade WHO �0 0 BRICK PAVERS R z S Z cwi HERRING BONE PATTERN �® 2' Not Less Than � ,slope: IDE DRAIN No Pipe Join 1 6"1 To I Pipe For Pipes 18" And Smaller MITERED END SECTION L3 x 3 x e Unless Approved By The Engineer E 3' e' 2' Sod 2:1 For Pipes 24" And Larger. SINGLE AND MULTIPLE ROUND CONCRETE PIPE e TREE LOCATION D Paid For As Pipe Culver. F Pie To Be Included Under Unit Price For Mitered End Section U y (SEE LANDSCAPE PLAN) C STEEL GRATE SECTION ~ � Steel Grating, Straight Bars 311 '\ Reticuline Bars 2"! 4C WCal Mo V w 0 co TABLE AND BENCH LOCATION \ do C (BY OWNER) :.:. O to rN -c4>E FDOT INLET TYPE "F" `� r, W 0 PLAZA DETAIL c V 70 0 � � 3 a� W o l 3 y� 'oma N W 3'-0" > % Q 0 2'-3 5 8" :. 5'-1" W ,. a' i j 2 1 /4" . gd 2r-0„ 2 1/4" i, r I• q j.r� •. DIMENSIONS & QUANTITIES D X -T-7- A B C E F G Single Pipe M Double Triple Pipe Pipe Quad Pipe N GRATE SIZES Standard Extra WeightPipe Strong Pipe CONCRETE Single Double Pipe Pipe (Cu. Yds.) Triple Quad Pipe Pipe SODDING (Sq. Yds.) Single Double Triple Quad Pie Pipe Pipe Pipe 75 -227 4.09 36 4.63 Z 1237 1.19 0.76 1.18 1.54 7.94 8 o v 12 18 2 -10 236 5.12 7.48 9' 1.41 4.92 7.75 10.58 13.42 1.21 0.85 1.28 1.71 2.17 9 12 13 24 3-5 _7=3 253 7.16'0 9.71 7.03'0 11 1.73 5.50 8.92 12.33 15.75 1.25 -W 1.02 1.58 215 2.75 10 12 13 15 30 270 9.25 17.95 0 2.00 6.08 10.33 14.58 18.83 2 1.23 1.98 274 14 15 17 36 V-11' 287 11.3101 14.1815 W 2.24 6.67 11.75 16.83 21.92 1.33 1 2 3.1.40 2.38 3.33 4.24 13 is 17 20 42 6'-0' 3.05 13.37 8.4 2.45 7.25 13.25 25.25 1.38 2 1 1.80 4.04 5.28 14 17 O 22 48 6'-9'-- 3.22 15.43 78.65 15.03 19' 2.65 7.83 14.58 21.33 28.08 1.42 2 3 1.81 3.28 4.70 6.74 15 18 21 24 54 7 -8 3.39 17.49 20.88 17.03 21 2.83 8.42 18.08 23.75 31.42 1.48 3 2.03 3.78 5.54 7.28 17 20 23 27 60 8 -6 3.56 19.55 23.11 19.03 3.00 9.00 17.50 26.00 34.50 3 2.28 4.36 0 22 25 2 G 6.42' G 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. LL1 LLJ 3. These inlets may be used with Alt. B 010.40' 010.10' Dimensions permitted to allow use of 12' standard pipe lengths. ❑ 0o structure bottoms, Index 200. The inlet and bottom & O Concrete slob shall be deepened to form bridge across crown of pipe. See section below. TREE LOCATION t*4 11_ combinations are to be paid for under the (SEE LANDSCAPE PLAN) to _ - - _ contract unit price for inlets (DT Bot) -1N (Type F (or G)) (J Bot, Depth), Ea. Q PLAN CONCRETE TABLE AND BENCH LOCATION } 3'-0 o GRED C B M 5 s 5 s Sod Beveled Or Round Comers ti Sod Beveled Or Round Comers j�r" O N LL Z SC r Construction Joints Permitte�J ���--••��� Construction Joints Permitted d N QQ AT 6'x6' SQUARES (BY OWNER) v 4'_0" 2'-11" ooi Edges To Radi ooi Edges To "Radi I Grate I Grate N El 's 's a, 00 1, Co in 't' n N '- O 9 R e o 0 0 o Z e �6.� - rn - __ -_ ...-,,. 5° 2, : I M ,�2" Clear 2" Cl�eal w > - rn - o z rn O 1 ,o � 1 Z "� 01 " 9 oI %_ 0 �4 1�= to M D) Low i 8 2-0" 8 I Q .. m¢ a O 2 Clear II m° II 2 Clea +, -0 E- c o > z M W �N o I ___ m 6" WIDE FLUSH " y y y iO 2" Clea v II 12" I� ;� o 0 0 0 x e o 0 0 o t; i Z I Bab „u cry JZ �I� 4 Ba ®1 Ctrs. o c E II a -- Fastener V of M W N Q O 71 CONCRETE BAND II v a _ oC11 2' - -MI Concrete Slab, 3' Thick, Reinforced Sod 1 -- --- d c0 WWF 8x6-W7.4xWi.4 - cs SECTION AA #4 Bars ®12" Ctrs. z o } (A N t�0 N 'M' a TOP VIEW -SINGLE PIPE LJJ e e e o. � � t° M w Z � 3'-1 Sfo �o�/ 2 SOd Fastener U a V w Z Z W 24" WIDE FLUSH 3 x 3 A 18 Spaces t��" . �'°�9`0, ts,°ge Ditch T � win z � = t, i o z z a � CONCRETE BAND 19 Bars " C (At The Option Notch Permitted Of The °`IInCoH°m D° a A Concrete Slob, 3" Thick, Reinforced Wi ad Z a V, z p W a TREE LOCATION - Manufacturer) C WWF 6x6-W1.4xW1.4zwww. (SEE LANDSCAPE PLAN) N W z o 43 x 3 x a" t' wat 9 l� aF_W0 v�1�wQ SAv 0 w w �- 1 ���� 4 �df4"a r °. TOP VIEW -MULTIPLE PIPE Z�W= a �Qa� o �_ L N SECTION CC SECTION DD Concrete onnect Construction Joints Permitted 0 5 -J a m CI Pie Note: See Sheets 5 and 6 for details and general notes. w Q z P Saddle * m Ditch Grade WHO �0 0 BRICK PAVERS R z S Z cwi HERRING BONE PATTERN �® 2' Not Less Than � ,slope: IDE DRAIN No Pipe Join 1 6"1 To I Pipe For Pipes 18" And Smaller MITERED END SECTION L3 x 3 x e Unless Approved By The Engineer E 3' e' 2' Sod 2:1 For Pipes 24" And Larger. SINGLE AND MULTIPLE ROUND CONCRETE PIPE e TREE LOCATION D Paid For As Pipe Culver. F Pie To Be Included Under Unit Price For Mitered End Section U y (SEE LANDSCAPE PLAN) C STEEL GRATE SECTION ~ � Steel Grating, Straight Bars 311 '\ Reticuline Bars 2"! 4C WCal Mo V w 0 co TABLE AND BENCH LOCATION \ do C (BY OWNER) :.:. O to rN -c4>E FDOT INLET TYPE "F" `� r, W 0 PLAZA DETAIL c V 70 0 � � 3 a� W o l 3 y� 'oma N W 3'-0" > % Q 0 2'-3 5 8" :. 5'-1" W ,. a' i j 2 1 /4" . gd 2r-0„ 2 1/4" i, r I• q j.r� •. r Z o v O Z 0- � U U -W 0 W U O w in cr_ EL a- W on o O W in in O 5 5 U G 6.42' G 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. LL1 LLJ 3. These inlets may be used with Alt. B 010.40' 010.10' Dimensions permitted to allow use of 12' standard pipe lengths. ❑ 0o structure bottoms, Index 200. The inlet and bottom & O Concrete slob shall be deepened to form bridge across crown of pipe. See section below. TREE LOCATION t*4 11_ combinations are to be paid for under the (SEE LANDSCAPE PLAN) to _ - - _ contract unit price for inlets (DT Bot) -1N (Type F (or G)) (J Bot, Depth), Ea. Q PLAN CONCRETE TABLE AND BENCH LOCATION } 3'-0 o GRED C B M 5 s 5 s Sod Beveled Or Round Comers ti Sod Beveled Or Round Comers j�r" O N LL Z SC r Construction Joints Permitte�J ���--••��� Construction Joints Permitted d N QQ AT 6'x6' SQUARES (BY OWNER) v 4'_0" 2'-11" ooi Edges To Radi ooi Edges To "Radi I Grate I Grate N El 's 's a, 00 1, Co in 't' n N '- O 9 R e o 0 0 o Z e �6.� - rn - __ -_ ...-,,. 5° 2, : I M ,�2" Clear 2" Cl�eal w > - rn - o z rn O 1 ,o � 1 Z "� 01 " 9 oI %_ 0 �4 1�= to M D) Low i 8 2-0" 8 I Q .. m¢ a O 2 Clear II m° II 2 Clea +, -0 E- c o > z M W �N o I ___ m 6" WIDE FLUSH " y y y iO 2" Clea v II 12" I� ;� o 0 0 0 x e o 0 0 o t; i Z I Bab „u cry JZ �I� 4 Ba ®1 Ctrs. o c E II a -- Fastener V of M W N Q O 71 CONCRETE BAND II v a _ oC11 2' - -MI Concrete Slab, 3' Thick, Reinforced Sod 1 -- --- d c0 WWF 8x6-W7.4xWi.4 - cs SECTION AA #4 Bars ®12" Ctrs. z o } (A N t�0 N 'M' a TOP VIEW -SINGLE PIPE LJJ e e e o. � � t° M w Z � 3'-1 Sfo �o�/ 2 SOd Fastener U a V w Z Z W 24" WIDE FLUSH 3 x 3 A 18 Spaces t��" . �'°�9`0, ts,°ge Ditch T � win z � = t, i o z z a � CONCRETE BAND 19 Bars " C (At The Option Notch Permitted Of The °`IInCoH°m D° a A Concrete Slob, 3" Thick, Reinforced Wi ad Z a V, z p W a TREE LOCATION - Manufacturer) C WWF 6x6-W1.4xW1.4zwww. (SEE LANDSCAPE PLAN) N W z o 43 x 3 x a" t' wat 9 l� aF_W0 v�1�wQ SAv 0 w w �- 1 ���� 4 �df4"a r °. TOP VIEW -MULTIPLE PIPE Z�W= a �Qa� o �_ L N SECTION CC SECTION DD Concrete onnect Construction Joints Permitted 0 5 -J a m CI Pie Note: See Sheets 5 and 6 for details and general notes. w Q z P Saddle * m Ditch Grade WHO �0 0 BRICK PAVERS R z S Z cwi HERRING BONE PATTERN �® 2' Not Less Than � ,slope: IDE DRAIN No Pipe Join 1 6"1 To I Pipe For Pipes 18" And Smaller MITERED END SECTION L3 x 3 x e Unless Approved By The Engineer E 3' e' 2' Sod 2:1 For Pipes 24" And Larger. SINGLE AND MULTIPLE ROUND CONCRETE PIPE e TREE LOCATION D Paid For As Pipe Culver. F Pie To Be Included Under Unit Price For Mitered End Section U y (SEE LANDSCAPE PLAN) C STEEL GRATE SECTION ~ � Steel Grating, Straight Bars 311 '\ Reticuline Bars 2"! 4C WCal Mo V w 0 co TABLE AND BENCH LOCATION \ do C (BY OWNER) :.:. O to rN -c4>E FDOT INLET TYPE "F" `� r, W 0 PLAZA DETAIL c V 70 0 � � 3 a� W o l 3 y� 'oma N W 3'-0" > % Q 0 2'-3 5 8" :. 5'-1" W ,. a' i j 2 1 /4" . gd a CO 2 1 /4„ ;. I 6» C14 1 • w 617 STEEL GRATE 4'-f 2r-0„ 2 1/4" i, r I• q j.r� •. a CO 2 1 /4„ ;. I 6» C14 1 • w 617 STEEL GRATE 4'-f 2 1/4" 2 1/4"-J t� :'• :'..:.. Z PLAN H-20 LOADING , ALTERNATE a ..•: �a ; a O 3'-0" CAST IRON GRATE STEEL GRATE H-20 LOADING H-20 LOADING 3 3/4" FRAME 1--3 3/4" PLAN„ ALTERNATE CAST IRON GRATE 'Q n 5-1 H-20 LOADING MCC 3 3/4" FRAME 3 3/4" .•a• . ♦ O J :.> . Li J U. e� LLJ Q W a• 2'-0„UJ ~ • • se . UJ ■ ■ e ii W ' H Z SECTION _ a. o _ a NOTES: 4. FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. SECTION NOTES: BOTTOM &SIDE STEEL IS GRADE 40 #4 BARS ®12" CTRS WITH 2" COVER. Z � FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232� MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. 40 = Z MAXIMUM PIPE SIZE FOR 2'-0" WALL IS 18" CONCRETE PIPE. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. O Q MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. Z I>= Z ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". Q = CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478. MAXIMUM PIPE SIZE FOR 4'-1" WALL IS 36" CONCRETE PIPE. J W Q ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478. FDOT INLET TYPE "C" Q FDOT-C.DWG 8/09/94 NTS FDOT INLET TYPE "D" S FDOT-D.DWG 6/09/94 NTS H E E T 16 N 0 3" DIA. BRONZE DISC ANCHOREDINCOSCREP�A,D STAMP EE NOTE 1g SIZE OF VALVE TYPE OF VALVE I SERVICE - 24 ti x THICK CONC PAD TYP. EACH VALVE BOX. #4 BARS ALL AROUND 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD , STAMP AS REQ D. 16 � e a �v Q ATERd G a e , ... . _20 4 ' 37 DIRECTION 8c NO. 4" c� OF TURNS TO WATER . OPEN A 4 m a a N �a e VALVE BOX° : ° e. e 4� AND COVER '4"A- (TYP.) 12" ANCHORS 2500 P•S•I. CONCRETE MIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9" ASPHALT SURFACE e� BASE 4" x 4" x 18" LONG M (MIN.) PRECAST POST VALVE BOX WITH 3" DIAMETER BRONZE DISC SET IN AND (TT P GROUT AS SHOWN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHENTHE BRONZE IDENTIFICATION CITY OF OCOEE UTILITIES DEPARTMENT DISC IS NOT REQUIRED. 3. SCRIBE INTO THE CONCRETE, ARROWS INDICATING WHICH VALVE COLLAR DETAIL DIRECTIONS THE PIPE LINE TRAVELS AWAY FROM THE VALVE LOCATION. DATE: AUG 1999 DWG: FIG: 108 DOUBLE METER BOX (18" x 24" MIN.) FINISHED GRADE 2" CAP 2" GATE VALVE 2" 900 BEND-- �i o O• p . o 0 0. p o pppo°°° OO •. ' pp°° OO•. pO°.•°° O •. p° O• p ° 0 .• pOe° 0O•. pOo° 0O. O o \O • 0.0°0.0 °op°O.Oo0•Oo0•OoO•o0o.po , o °O. p°O.p°0. O o0O oO. o°• p°O0 oOOo O•p°O.o°O.0 0.0 O•0o0.0°0.0o0.0o0 p°O.p°O. 0°0•000•0 e0.0e0.0e0.000.0� 6 O°O• p°0 o0o 00•poo . O o0• o0o- o 00 Opo 00° 0 • 0° O • OpO.p°O•p00•oe00. 0°O. p°op oO.o 00 0.p°0.p0°O6 p o0• p°O• p°o. poO• » o rr 2" 900 BEND RESTRAINED JOINT 6" BEDDING ROCK DUCTILE IRON WATER MAIN -7 TAPPED CAP NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE TYPE B BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) --l" TRENCH WIDTH VARIES I W/ SIZE OF PIPE_ I FINISHED GRADE y cv m ~o SEE v w N -OTE. 4 ./�//� w Lu ry COMMON FILL PIPE • O -.D.. 12" (TYP.)/�/� SELECT 0 Luz COMMON SELECT COMMON /\/ m z FI LL Q\/ o� uj w BEDDING ROCK 000 0 0 /\/� PIPE BEDDING (SEE NOTE 8 & 9)�/\/ \�/\//�/�//,(�'�- UNDISTURBED EARTH NOTES: 1'. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (*): 15 MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. CITY OF OCOEE UTILITIES DEPARTM 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE AND TRENCHING DET MELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. DATE: AUG 1999 DWG: FIG: SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) �v ADJUSTABLE CAST IRON SEE NOTE 2 ----_ VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE _ _ ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAINOPERATING NUT •p O•p°D Do. 000.0 .000. p° o. .0.000.0° •000.000.0 °O . °O • °D .0 O. p O. p L 00.0 e 0, 0 e 0, 0 .0 °0-000-0 °O O. o °O • p° O• p o 0• 0 0 e 0 0 e 0 0° o. p° D 0 0 0. 0 0 0• o° O.000.0 O.00 . p° 0• o° 0 . o e 0. 0 0 2 0. 0 0 0. 0° O. 0° O• p° 0• o° O• ° 0 .. 0 0. 0° O. 0° O. .000-000-000-000.000.00 • 0° O. o° 0• o 0 0• 0 0 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. CIKIIC`ucn r\oAnE- COMMON FILL 12" (TYP.) UNDISTURBED ARTH (SEE NOTE 3) TRENCH WIDTHVARIES CROWN TRENCH IN �- UNIMPROVED AREAS 3" MIN.) SEE NOTE 8) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY CITY OF OCOEE UTILITIES DEPARTM UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. HOSE NOZZLE 24" SQUARE OR ROUND AND 6 THICK REINFORCED CONCRETE SHEAR PAD. SEE N OTE 1 2 - #4 AT 9" O.C. ALL AROUND COMPACTED BACKFILL -- SEE NOTE 2 i1 HYDRANT OPERATING NUT AS R EQ' D. - PUMPER NOZZLE FACING STREET z - VALVE COLLAR (SEE DETAIL) 00 -r omv�,.A■■� LdVARIES M J HYDRANT A Q ANCHORING TE -12511 A oo o�:oeo�'>/4'o-0 `/QD�: o0:00�:cp 0o0Ao00po.O.p.p v0•p°O.0 0.0 0.0 o 0.0 o 0.0 o 0.0o 00-000. 6" BEDDING ROCK RESILIENT SEAT GATE STANDARD INSTALLATION ALVEDETD OX NOTES: 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. s H E E T 17 N 0 e� w M } 5 0 m 0 O U dM w WW El mm mm o o z O z >- t: >- t: FO CL I= L) 0 U U W CL a H mo 0 cf) (n 1n w O w w U Of Lo �j a Z N Q � N � O) 00 r" co L0d 11 r7 N Z z d'W�-N-OZfn L 0 O � Q ..m IQ pr) mm mQry I a z C) n w r QNQO I El V 0- d 0 Lf)} 00 00, w t7 N (n to (n - WN z X to mZ L) w�Wz' z WZZ z 4J �OZF Ld O -Z oz0Wrx (L Z O �3wo a ❑ Woz� Q~ZO � VftnWQ 0 - N (n C9 L'i C3 U) W=_ aoa<o CO3LL O m 0 og.WQ w <rA o z 0 w WE WOOV 0 O om Z U � VI 0 y •c CD o 00N LLJ ~ O (n ,� o c -.0`` Lo o J �w o0Lo 4v W moa w G°I 3 \ t� >0It N W cQ0 J �a V c O Z W � iN CL W c O vCk Z s H E E T 17 N 0 e� dM s H E E T 17 N 0 GATE VALVE THREADED NIPPLE (TYP.) --� FINAL GRADE FROM MAIN z m cV CD 18" WIDE BY 6" THICK PAD UNDER ENTIRE ASSEMBLY WITH #4 BAR 12" ON CENTER EACH WAY NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL. 2. UNIONS WILL BE REQUIRED FOR 2" DIAMETER AND SMALLER ASSEMBLIES ONLY. GATE VALVE UNION (2 REQUIRED) SSEE NOTE 2 90' BEND (2 REQUIRED) SUPPORT 3" AND LARGER) (2 REQUIRED) GATE VALVE — TEST COCK (TYP.) THREADED NIPPLE (TYP.) - z FINAL GRADE c,j P2 18" DIAMETER BY 6" CONCRETE SLAB FROM _ WITH4 BAR ALL MAIN AROU D (2 REQ'D.) NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. SAMPLING STATION DETAIL BE� 6' MAX. BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE CITY GATE VALVE UNION (2 REQUIRED) 90° BEND (2 REQUIRED) SERVICE CORPORATION STOP (1" MIN.) ft�- w a POLYETHYLENE TUBING (1" MIN.) SINGLE METER BOX AND WATER METER (BY CITY) SINGLE SERVICE AWWA TYPE CC THREADS SADDLE — CURB STOP CORPORATION U—BRANCH (SEE NOTE 3) STOP (1" MIN.) FITTING „ MARK WITH x 3%4,/4 WOOD PAINTED BLUE & WITH CURB STOP LOT NUMBERS Z 2 EA. Q H � w a POLYETHYLENE TUBING (1" MIN.) DOUBLE METER BOX AND WATER METER (BY CITY) DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) i TO METER BOX ASSEMBLY POLYETHYLENE TUBING 30 — 45 DEG. WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. GREASE GREASE —� 6' MAX. — SAMPLING STATION (SEE DETAIL BELOW) OUTLET COVER & FRAME COVER &FRAME SAMPLING STATION THREADED SAMPLING STATION THREADED CLEANOUT CAP PLUG THREADED CLEANOUT CAP THREADED PLLIG a 4- a 4' d e TRAFFIC LID `d - e A,'d. o • 4' a 8" MIN. 11" MIN. INLET A .e 3" 8" j- d•. 4 k LIQUIDj AAA, OUTLET LEVEL 6" 4" e.' ° SOLID BAFFLE OR CONCRETE FILLED BLOCK 4 ve v e 8.. 8.. a 4 INSTALLATION SHALL BE IN '4 d' v ACCORDANCE WITH c STANDARD PLUMBING CODES 2/3 L win I 1/3 L L 1. STRUCTURE SHALL CONFORM WITH FLA. D.O.T. DESIGN STANDARDS. PROVIDE FOR A MINIMUM H-20 LOADING. 2. LIDS SHALL BE LABELED "GREASE". 3. STRAIGHT PIPE, INSTALLED AT A 45' ANGLE, WILL BE PERMITTED IN LIEU OF A 90° BEND BETWEEN COMPARTMENTS. 4. GREASE TRAP SHALL BE 2 COMPARTMENT TYPE. GREASE TRAP DETAIL 1011111111111110 CLEAN-OUT SEE NOTE IN VARIES N w w w I- V)o LLI 6" 450 z CLEAN-OUT SEE NOTE IN VARIES VARIES z WYEw 6" B AINCH SEWER MAIN LLI 6" 450 SIZE VARIES CLEAN—OUT BEND(TYP.) elf WYE WITH SEE NOTE 1 6 BRANCH o REMOVABLE 6" 450 WYE WITH 6" PLUG BEND BRANCH LOT LINE 0 WOE BLE © CC LLJ FINISHED GRADE SLOPE TO DEPTH AT ry 1.0% MIN. (TYP.) —� - ' I ROTATE --- TERMINAL DEPTH 30° (TYP.) SPRING LINE AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN "HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL NOTES: 1. CLEAN—OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. S H E E T 18 N 0 LLI m C9 Lj �-- o a Q V W 0 © CC LLJ � Of W 0 0 Lu Z a ~ 'Q O � 0 Z Q Q � Q J W W t.7 F -F a Of w w ❑ z o U 0 Z F- F- a � U U R V 0 CL w I CC 0 07 0 WW w D_ El o 0 I H J Q Z N Q li 0) m r- t7 N 1 0 Z 0_'w>_w_ozw C7 z W rn L o �- Q m Q Q O of w m m ¢ry 1 a El 0 w w w < a a o Z 'n 02 O cy) W M } o N N w— U) N y to mo z Z EL OW N to 2W Z w c� a �j r mZZ Z) U4 z Z �ZZ, I j i' -Z [L Ww�N d p Q t7 zWwrx Zyzo w Z O v)m��,I5iE ❑ }FWO o—N Q Zoo. �t-Ziz tn�wQ N co z�w= �_ ¢ J 5 :3 Q 0 CLw z Q m v W w u. WOV O D O N Z v V1 V H � tsz ..cl) �W I V w rnOD C � N :u h o V) No r� E °v x C o _ a� O v `` >- 0 J N w o O -r 3 W w o 3 > N W C Q t o O z� V'� O v. Z Z W � Z � CL Z OC Q O O S H E E T 18 N 0 Lj �-- ; a Q V W © CC LLJ � V W 0 Z o� Lu Z a ~ 'Q O � W Z Q Q � Q J W t.7 a S H E E T 18 N 0 0' 40' SCALE: 40 160 ) 1 " = SYM. QTY. BOTANICAL/COMMON NAME SIZE Spp 42 Sabal palmetto/ Cabbage Palm Oak 12' c t. ht. Giv 93 Quercus virglana/ Live 3" dbh 10'-12' ht. x 5' spd. U 11 Ulmus parvifolia 'Drake'/ Drake Eim 2.5" dbh, 8'-10' ht. x 3' spd. Ejj 1 Erlobotrya japonica/ Loquat 2.5" dbh, 8'-10' ht. x 3' spd. Bc 5 Butea capitata/ Pindo Palm 8'-10' ht. Mg 21 Magnoliagrandiflora/ Main Street Magnolia 3" dbh 10'-12' ht., 5' Bpd min. Ll 2 Ligustrum 1Tucidum/ Tree Ligustrum multi -trunk 2.5" dbh total 8'-10' ht. x 6'-8' spd. Mc 31 Myrica cerifera/ Wax Myrtle 8'-12' ht. M.S. Is 4 Ilex attenuata/ Savannah Holiy 3" dbh 10'-12' ht. x 5' spd. Li 13 Lagerstroemia indica/ Byers Crape Myrtle 8'-12' ht. M.S. R1 361 Rhaphiolepls indica/ Indian Hawthorn 30" ht. x 30" spa. Vo 981 Viburnum odoratissimum/Sweet Viburnum 36" ht. x 30" spa. Pn 95 Psychotria nervosa/ Wild Coffee 241"1 x 24" spa. Ig 501 ilex glabra/ Gailberry Holly 1811hi 24" spd. tj 315 Trachelospermum jaamino ides/Confederate Jasmine 10 ht. x 12" spd. JM 62 Jasminum multiflorum/ Downy Jasmine 16- 18" ht. Lm 63 Lantana montevensis 12" ht. x 14" spd. PI 292 Pentas lanceolata/ New Look Red Pentas 8'-12' ht. Ann Annuals SO TBD St. Augustine 'Floratam' All plant material shall equal the standards for Florida No. 1 "Grades and Standards for Nursery Plants", 1998 State of Florida Department of Agriculture. A LANDSCAPING 6.14 C 1 REQUIREMENTS 2 SHADE TREES PER 1000 LF 3 UNDERSTORY TREES PER 100 LF TOTAL LINEAL OF BUFFER (A) a 10' WIDTH MIN- 492' CANOPY TREES REQUIRED■ 10 UNDERSTORY TREES REQUIRED= 15 CANOPY TREES PROVIDED ■ Il UNDERSTORY TREES PROVIDED= 15 UFFER B LANDSC 6.14 C I REQUIREMENTS 2 SHADE TREES PER 100 LF 3 UNDERSTORY TREES PER 100 LF TOTAL LINEAL OF BUFFER (B) a 10' WIDTH MIN- 260' CANOPY TREES REQUIRED= 5 UNDERSTORY TREES REQUIRED- 8 CANOPY TREES PROVIDED- 6 UNDERSTORY TREES PROVIDED- 8 SCAPING 6.14 C 1 REQUIREMENTS 2 SHADE TREES PER 100 LF 3 UNDERSTORY TREES PER 100 LF TOTAL LINEAL OF BUFFER (C) a 10'WIDTH MIN= 162' CANOPY TREES REQUIRED ■ 15 UNDERSTORY TREES REQUIRED- 23 CANOPY TREES PROVIDED ■ 15 UNDERSTORY TREES PROVIDED= 23 6.14 C I REQUIREMENTS 2 SHADE TREES PER 100 LF 3 UNDERSTORY TREES PER 100 LF TOTAL LINEAL OF BUFFER (D) a 10' WIDTH MIN- 411' CANOPY TREES REQUIRED- 8 UNDERSTORY TREES REQUIRED= 12 CANOPY TREES PROVIDED- 8 UNDERSTORY TREES PROVIDED= 12 if- _ M r -A rfr= E;.11; z z story Tree RESTAURANT SITE LANDSCAPE 6.14 A 2+ 3 REQUIREMENTS TOTAL BUILDING PERIMETER- 303 LF. I TREE PER 30 LINEAR FEET - 10 TREES. TREES PROVIDED = 11 TREES. BUILDING OPEN SPACE= 1,940 S.F. 5090 SHRUB 4 GROUNDCOVER AREA ■ 9'10 SF. SHRUB + GROUNDCOVER PROVIDED - 1,065 S.F. RETAIL OR DAYCARE SITE LANDSCAPE 6.14 A 2+ 3 REQUIREMENT$ TOTAL BUILDING PERIMETER- 460 LF. 1 TREE PER 30 LINEAR FEET - 15 TREES. TREES PROVIDED = 16 TREES. BUILDING OPEN SPACE- 2,591 SF. 5096 SHRUB 4 GROUNDCOVER AREA ■ 1,446 SF. SHRUB + GROUNDCOVER PROVIDED - 1,080 SF. 1113.1!:1: t-7-II1� 6.14 Di REQUIREMENTS TOTAL QUANITY OF PARKING STALLS= 210 REQUIRED SHADE TREES- 68 PROVIDED SHADE TREES- 68 6.14 D 2 REQUIREMENTS TOTAL PARKING LOT LANDSCAPE AREA= 19,851 SF. 50% OF PARKING LOT LANDSCAPE- 9,926 SF. SHRUB 4 GROUNDCOVER AREA PROVIDED- 10,123 SF. BANK SITE LANDSCAPE 6.14 A 2+ 3 REQUIREMENTS TOTAL BUILDING PERIMETER= 134 LF. I TREE PER 30 LINEAR FEET ■ 4 TREES. TREES PROVIDED - 5 TREES. BUILDING OPEN SPACE= 1,662 SF. 5090 SHRUB 4 GROUNDCOVER AREA - 831612. SHRUB + GROUNDCOVER PROVIDED = 836 Sr-. 48 HOURS IBM YOU M CALL SUNSHINE 1-800-432-4770 R. STATUE 553.8'81 (1470 RSOIN ES WL OF 2 DAYS NO MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. FDOiT MAIMENANCECE YARD TO BE CONTACTED 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. .13,13010 z w W cn m w z .Np=o O a�C) a CL� o > w W E w� p N O O p p O U W Of 0 z O P U D W z O V N ■ 1Xw>—vi-0zW ■ 0 W LO o d-5:mzm z X 0 6 N a o a a 0 0o OM W 5 0 (L mz F cs o -z Z WO Q b z o N zjEw= Z�'A °-W5� aa cn WDOV �F2LLO V Z Z i n U n � 'O n o � z IZ 0 zF LD z zo V)Z3zF V) wQ oL � < O �Q F 0 1X zm 0 All r a z J w a 0 O p W U1 r7 M 0 0 OD rn -.4- C14 a) 00;z V) 0 0'r- '° r X o N -o 0 a LO BI: 75 0 v � 3 5 old - 0 N0 P. I Z W O Q 2 Q CW cm SPACING ( AS SHOWN q- (7 � 0 FINISHED GRADE --\ON PLANS p� Qr7 '0" _ p� Q� 3" MULCH �GROUNDCOVER PLANT 501L PLANTING MIXTURE GROUNDCOVER PLANTING DETAIL " f, At ILCti OVER -ING AREA DRIP LINE 2/3 DRIP UNE HARDWOODS PINES -ING AREA USE DETAIL ON THE SHRUB BEDS NEXT TO GRASSED AREAS LAWN/PLANTING AREA EDGE DETAIL 3" MULCH 3" EARTH TYPICAL 5N RUB PLANTING DETAIL ROOTS IF THEY =COME ROOTBOUND AINER 7 GRADE L DO NOT APPLY MULCH FROM THE INNER HALF OF THE ROOT BALL TO THE TRUNK i- 3" MULCH I FINISH GRADE re '-: :; •;,c — j 3" EARTH BERM LOOSEN TOP 112 OF JK� �� ti'`�.:.tw:.t'• ;'„<” �;;.: -:; ';�<:;•, BURLAP t- REMOVE TOP — 'a::x�'_:;;,;;�.r,r ;i`�;.•x- �•w' ` Y� 1/3 OF ROOTBALL SUPPORT — '' !'' �.Ys� :'`•.,t..,.;;,,z.•�;;r,�i�; BACKFILL PER NOTE: PLANT TREE SLIGHTLY ABOVE ORIGINAL GRADE TO ALLOW FOR SETTLEMENT. WATER TREE IMMEDIATELY AFTER PLANTING. TREE PIT DETAIL 5PEICIFICATION5- WOOD BARRIER 1. MINIMUM RADIU5 TO BE PROTECTED: A. HARDWOODS- 2/3 OF DRIP LINE OR G' WHICHEVER 15 GREATER B. PINE5- DRIP LINE OR G' WHICHEVER 15 GREATER 2. MINIMUM 3' IN HEIGHT. 3. METHOD OF ERECTION (SEE DIAGRAM); FOUR CORNER UPRIGHT5 OF NO LE55 THAN 2" X 4" LUMBER WITH HORIZONTAL MEMBERS OF NO LE55 THAN 2" X 2" LUMBER, 4. BARRIERS TO BE ERECTED AROUND REMAINING TREE5 BEFORE CON5TRUCTION OR BEFORE NEARBY TREE5 ARE REMOVED. 5. BARRIERS TO IN PLACE UNTIL ALL PAVING, CON5TRUCTION AND MEA5URE5 EQUIPMENT 15 OUT OF THE AREA. NOTE TO CONTRACTOR: TREE BARRICADES t- EROSION CONTROL MEA5URE5 REQUIRED TREE BARRICADES * ER0510N CONTROL CONTROL MEA5URE5 MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND / OR PERMIT REVOCATION. ROOT5 LARGER THAN I " IN DIAMETER WILL BE CUT CLEANLY AND COVERED OVER WITH 501L. TREE BARRICADE DETAIL l MINIMULVI/% MINIMUM 2"X4' 2" X 2" 2/3 OF THE DRIP LINE FOR HARDWOODS FULL DRIP LINE FOR PINES 12" _ I. 2"X4" - MINIMUM MIM5 M �-- -' MINIMUM 2" X 2" DO NOT APPLY MULC' THE INNER HALF OF T BALL TO THE TRUNK 3" MU FINISH GRADE BACKFILL PER SPEC 2 -PLY REINFORCED RUBBER HOSE 2" X 2" WOOD STAKE JUTE OR OTHER BIODEGRADABLE TWINE EARTH BERM MULTI TRUNK TREE PLANTING DETAIL NOTE: STAKE TREES ONLY AS NEEDED 2 -PLY REINFORCED RUBBER H05E JUTE OR OTHER BIODEGRADABLE TWINE FLAGGING TAPE 3" MIN. SAUCER " U 3" MULCH FINISH GRADE II= -�_ 2" X 2" X 24" WOODEN REMOVE BURLAP I I=11 I STAKE OR METAL FROM TOP 112 OF DEADMAN ANCHOR ROOTBALL BURIED / DRIVEN INTO GROUND BACKFILL PER SPECS TREE 5TAKI NG DETAIL NOTE: STAKE TREES ONLY AS NEEDED REMOVE FRONDS %RDWOOD STAKE ENDED TO TRUNK OVER SAPPING 3ERM SAUCER 5 LAYERS OF BURLAP (WRAP AT POINT OF SUPPORT) (4) 2"x 4" WOOD CLEATS (BAND TO TREES) (4) 2"x 4" WOOD BRACES NAIL TO CLEATS; SPACED 90° APART � SECURELY FASTENED TO 2"x4"x3G" I/3 HEIGHT WOOD STAKES DRIVEN INTO 3" MULCH GROUND OF TRUNK TO BRACE �- FINISHED GRADE 3" EARTH SAUCER CONTINUOUS AROUND PLANTING PIT 2"x4N30 WOOD L `" STAKE (3) BACKFILL PER SPECS EXIST 501L ROOT BALL PALM TREE PLANTING DETAIL m a 0 O U W z O O F- 0 V) w o V) z O U J Q z U - o ❑ 0) MI� to to � I) N �- O z ww>-m-ozw U z Lo O mm aQ O W zZ��O� M a ao o C4 po ❑ w w af a0 :n lm 0 a_ Cl Z M W In cn in _ w O W m z ua(j w� z w mWFz? o za X ,I-� w wN o%? � Z ❑ z wo N z Q j Z N N w Q ZFW= D ao O < 0-' X04 a `` aWaa W N O V H Q woo 0 z m U V y L � as C W� O � I �...OR C4 � N D .. W ytNo 4)04 �O`C 0vaU � va W M o `` O> J t m°o3 W 3 y p N N co)1.1.1 a� eQ d o O z� W W w CL C Oc V c 0 Z d S H E E T L 2 N 0 PART 1 .0 GENERAL 1. 1 DESCRIPTION OF WORK AWARDED BIDDER SHALL PROVIDE AND INSTALL TREES, SHRUBS AND SOD IN ACCORDANCE WITH THE LANDSCAPE PLAN AND SPECIFICATIONS. 1.2 DEFINITIONS A. "FINAL ACCEPTANCE" SHALL MEAN THAT POINT IN TIME WHEN ALL REQUIREMENTS OF PROJECT DRAWINGS ARE COMPLETED, INCLUDING ANY PUNCH -1-157 ITEMS, TO THE SATISFACTION OF THE CUSTOMER. THE AWARDED BIDDER SHALL BE NOTIFIED OF FINAL ACCEPTANCE BY THE CUSTOMER OR THEIR REPRESENTATIVE. B. "MAINTENANCE PERIOD" OR "WARRANTY PERIOD" SHALL BEGIN WHEN PLANT MATERIAL 15 INSTALLED AND CONTINUE FOR A TWELVE (12) MONTH PERIOD AFTER NOTIFICATION OF FINAL ACCEPTANCE. C. "FINAL MAINTENANCE INSPECTION" SHALL OCCUR AT THE END OF THE TWELVE (12) MONTH MAINTENANCE PERIOD. D. "NURSERY -GROWN" SHALL MEAN GROWN IN THE NURSERY FROM LINERS OR COLLECTED AND THEN GROWN IN A NURSERY NOT LE55 THAN 2 YEARS. E. "HEALTHY, VIGOROUS CONDITION SHALL MEAN LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES AND STEMS, AND A TRUNK CALIPER THAT 15 BIGGER, 12 MONTHS AFTER PLANTING, THAN AT PLANTING. HEALTHY, VIGOROUS PALMS HAVE NEW FRONDS DEVELOPING WITH NO NECROSIS OR CHLOROSIS AND ARE GREEN IN COLOR. SHRUBS SHALL HAVE LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES. 1.3 QUALITY ASSURANCE A. THE INSTALLATION SHALL BE BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE HORTICULTURE. ALL LANDSCAPE MATERIAL SHALL BE PROVIDED BY THE AWARDED BIDDER, AS SPECIFIED ON THE PLANS. B. PLANT NAMES INDICATED SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE. NAMES OF VARIETIES NOT LISTED THERE SHALL CONFORM GENERALLY WITH NAME ACCEPTED BY THE NURSERY TRADE. STOCK PROVIDED SHALL BE TRUE TO ITS BOTANICAL NAME AND LEGIBLY TAGGED. C. AWARDED BIDDER SHALL PROVIDE PHOTOGRAPHS OF PLANT MATERIAL PRIOR TO INSTALLATION. D. PLANT SELECTION SHALL COMPLY WITH 51ZING AND GRADING STANDARDS OF THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. ALL PLANT MATERIAL SHALL BE "FLORIDA FANCY" OR "FLORIDA # I ". E. SUBSTITUTIONS SHALL NOT BE ACCEPTED AND WILL CONSTITUTE AN UNRESPONSIVE BID. F. TREES, SHRUBS AND GROUNDCOVER5: PROVIDE TREES, SHRUBS AND GROUNDCOVER5 OF QUANTITY, SIZE, GENUS, SPECIES AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF THE LOCAL GOVERNMENT. PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE AND DEFECTS SUCH AS KNOTS, SUN -SCALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. G. THE CUSTOMER OR THEIR REPRESENTATIVE SHALL INSPECT FOR QUALITY ASSURANCE AND APPROVE PLANT MATERIAL AT EITHER THE NURSERY OR PROJECT LOCATION, PRIOR TO INSTALLATION. H. LOCAL GOVERNMENT RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. 1.4 SUBMITTALS A. AWARDED BIDDER MUST SUBMIT CERTIFICATES OF INSPECTION, ANALYSES FOR 501L AMENDMENTS, AND LABELS FOR HERBICIDES, INSECTICIDES AND FERTILIZER MATERIALS. B. AWARDED BIDDER MUST SUBMIT THE FOLLOWING MATERIAL SAMPLES: 1. MULCH 2. TOP501L 3. PRE -EMERGENT HERBICIDE 4. FERTILIZER 5. PHOTOGRAPHS OF TYPICAL PLANT MATERIAL 1.5 JOB CONDITIONS A. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PROVIDE "NOTICE TO PROCEED" TO THE AWARDED BIDDER. B. AWARDED BIDDER 15 RESPONSIBLE FOR PROTECTING UTILITIES, PAVING, AND OTHER FACILITIES FROM DAMAGE DURING LANDSCAPE INSTALLATION. AWARDED BIDDER MUST NOTIFY "CALL SUNSHINE" (800-G38-4097) 48 HOURS PRIOR TO BEGINNING WORK. C. AWARDED BIDDER MUST PROTECT PLANT MATERIAL FROM DESICCATION DURING TRANSPORT AND INSTALLATION PERIOD. IN M05T INSTANCES, THI5 MEANS DAILY IRRIGATION. D. AWARDED BIDDER MUST FAMILIARIZE THEMSELVES WITH EXISTING PROJECT CONDITIONS, E.G., UTILITIES, 501L STRATA, DRAINAGE, AND 51GHTLINE5, PRIOR TO INSTALLATION. CONFLICTS SHOULD BE ADDRESSED WITH THE CUSTOMER OR THEIR REPRESENTATIVE. E. WORK ALONG CITY, COUNTY, OR STATE RIGHT-OF-WAY MUST COMPLY WITH THE APPROPRIATE REGULATING AUTHORITY'S GUIDELINES FOR "TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE OPERATIONS% AWARDED BIDDER SHALL BE RESPONSIBLE TO FILE AND OBTAIN ANY AND ALL REQUIRED AGENCY PERMITS. F. AWARDED BIDDER MUST PROVIDE TREE PROTECTION WITHIN THE SCOPE OF WORK. REFER TO LOCAL GOVERNMENT TREE ORDINANCE FOR SPECIFIC REQUIREMENTS. PART 2.0 SHIPPING � HANDLING 2.1 TRANSPORTATION A. TREE ROOT BALLS SHALL BE IRRIGATED JUST PRIOR TO SHIPPING. TREES SHALL BE SECURED IN THE TRUCK 50 AS NOT TO ROLL. DO NOT ALLOW CLOSED TRUCKS TO REMAIN STANDING IN THE SUN IN HOT WEATHER UNLESS THEY ARE AIR-CONDITIONED. B*B TREES SHALL HAVE THEIR ROOT BALLS SHRINK WRAPPED PRIOR TO TRANSPORTING THEM FROM THE NURSERY. TREES AND SHRUBS SHALL BE SHIPPED TO THE 51TE IN ENCLOSED VANS OR COVERED WITH WOVEN SHADE TARP. B. DELIVER 50D WITHIN 24 HOURS OF BEING HARVESTED. DO NOT DELIVER MORE 50D THAN CAN BE LAID WITHIN A 24 HOUR PERIOD. 2.2 UNLOADING AND HANDLING TREES WILL BE REJECTED IF THEY ARE DROPPED TO THE GROUND SUDDENLY. CONTAINER GROWN AND BOXED TREES SHALL BE LIFTED WITH A FORKLIFT UNDER THE CONTAINER OR CARRIED BY HAND BY THE LIP OF THE CONTAINER. TREES MAY BE LIFTED BY WIRE LOOPS INSIDE THE CONTAINER. TREES MAY NOT BE LIFTED BY THE TRUNK. BALLED AND BURLAPPED TREES SHALL BE HANDLED BY THE ROOT BALL IN A MANNER THAT DOES NOT DEFORM THE SHAPE OF THE ROOT BALL. TREES SHALL NOT BE HANDLED BY THE TRUNK. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTING SITE IRRIGATE TREES AND SHRUBS AS SOON AS THEY ARRIVE AT THE PLANTING SITE. AFTER PLANT MATERIAL 15 UNLOADED FROM THE TRUCK, IT SHALL BE STOOD AND STORED IN THE ERECT POSITION AND IRRIGATED TWICE DAILY WITH 5 GALLONS PER INCH TRUNK DIAMETER OR I GALLON FOR EVERY 3 GALLONS OF CONTAINER UNTIL PLANTED. SHRINK WRAPPED B*B TREES AND PLANTS IN PLASTIC CONTAINERS SHALL BE STORED IN THE SHADE. 3.1 PLANT MATERIALS A. NURSERY STOCK SHALL MEET THE MINIMUM DIMENSIONS FOR HEIGHT, SPREAD, CALIPER AND ROOT BALL AS DESCRIBED ON THE LANDSCAPE PLAN. ON LARGE MATURING AND MEDIUM MATURING SHADE TREES, THE TIP OF THE DOMINANT LEADER SHALL BE THE TALLEST PART OF THE TREE. TREES WITH LEADERS TOPPED OR HEADED WITHIN THE LAST YEAR SHALL BE REJECTED. (ALL TREES SHALL BE FLORIDA # I GRADE OR BETTER) B. CALIPER MEASUREMENT SHALL BE TAKEN 51X (G) INCHES ABOVE GRADE IF FOUR (4) INCHES OR LESS. TREES GREATER THAN FOUR (4) INCHES IN CALIPER SHALL BE MEASURED AT TWELVE (1 2) INCHES ABOVE GRADE. C. FIELD -GROWN TREES AND PALMS SHALL BE NURSERY GROWN AND HARDENED OFF (PRE -DUG) FOR A MINIMUM OF 51X (G) WEEKS PRIOR TO DELIVERY TO JOB SITE. CONTAINER GROWN TREES SHALL BE NURSERY -GROWN. D. TREES MUST BE HEALTHY, VIGOROUS AND FULL WITH GOOD BRANCH DISTRIBUTION. TREES WITH BARK INCLUDED WITHIN MAJOR BRANCH UNIONS WILL NOT BE ACCEPTED. E. ROOT BALLS OF FIELD -GROWN TREES MUST BE INTACT AND PROTECTED FROM DESICCATION WITH BLACK PLASTIC WRAP. CONTAINER TREES MUST HAVE THE CONTAINER ON THE ROOT BALL OR THE ROOT BALL MUST BE APPROPRIATELY PROTECTED FROM DESICCATION. TREES WITH ROOT BALLS THAT HAVE BOUND OR GIRDLED ROOTS SHALL 13E REJECTED. THREES WITH SYNTHETIC P� j PTiP IbF TQ -1E �IRST MM -ROOT ORIGINATING FROM THE TRUNK MUST BE WITHIN ONE INCH OF THE TIP OF THE ROOT BALL. IF THE FIRST ROOT 15 DEEPER THAN THIS, THE TREE WILL BE REJECTED. G. CONTAINER TREES SHOULD HAVE FEW, IF ANY, ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. H. TREES MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I.E. TH05E WITH DEAD OR DYING LEAVES) WILL BE REJECTED. 5K A. PROVIDE SHRUBS AT THE MINIMUM HEIGHT AND SPREAD L15TED ON THE LANDSCAPE PLAN. ALL SHRUBS MUST BE HEALTHY AND VIGOROUS WITH GOOD BRANCH DISTRIBUTION. B. CONTAINER GROWN SHRUBS SHALL HAVE NO CIRCLING ROOTS AND FEW, IF ANY ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. C. SHRUBS MUST HAVE GREEN, LIVE FOLIAGE, SHOCKED PLANTS (I.E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED. GROUND COVER A. PROVIDE PLANTS ESTABLISHED AND WELL ROOTED IN CONTAINERS TO THE MINIMUM HEIGHT AND SPREAD LISTED ON THE LANDSCAPE PLAN. A. PROVIDED STRONGLY ROOTED SOD, NOT LF55 THAN 2 YEARS OLD, FREE OF WEED5 AND UNDESIRABLE NATIVE GRASSES HAVING BEEN CUT TO A MOWING HEIGHT OF ONE (1) INCH OR LESS PRIOR TO LIFTING FROM THE FIELD, AND MACHINE CUT TO PAD THICKNESS OF 3/4 INCH, EXCLUDING TOP GROWTH AND THATCH. PROVIDE SOD ONLY CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED (VIABLE, NOT DORMANT). IT SHALL BE NURSERY GROWN AND PLANTED IN LOCATIONS AS DELINEATED ON THE LANDSCAPE PLANS. B. PROVIDE 500 OF UNIFORM PAD SIZES WITH MAXIMUM 5% DEVIATION IN EITHER LENGTH OR WIDTH. BROKEN PADS OR PADS WITH UNEVEN ENDS WILL NOT BE ACCEPTED. 50D PADS INCAPABLE OF SUPPORTING THEIR OWN WEIGHT WHEN 5U5PENDED VERTICALLY WITH A FIRM GRASP ON UPPER 10% OF PAD WILL BE REJECTED. 3.2 ACCESSORY MATERIALS A. REFER TO THE DRAWINGS AND OTHER PARTS OF SPECIFICATIONS FOR ACCESSORIES SPECIFICALLY USED ON THIS PROJECT. B. BACKFILL 501L SHALL BE APPROVED CLEAN TOPSOIL WITH A MINIMUM OF G% ORGANIC MATTER. FURNISH SAMPLES AND CHEMICAL ANALY515 FOR APPROVAL. SOIL IN SIDEWALK CUT OUTS, PARKING LOT ISLANDS, AND OTHER SMALL 5PACE5 TO BE REPLACED WITH TOP501L A MINIMUM DEPTH OF 12" TO IMPROVE CONDITIONS. ALL CONSTRUCTION DEBRIS, ROCKS, STICKS, LIMEROCK, SHELL, ECT. ARE TO BE REMOVED FROM THE ENTIRE PLANTING AREA. C. FERTILIZER SHALL BE COMPLETE WITH APPROXIMATELY THE FOLLOWING RATIO: 3N- I P -3K (+MG FOR PALMS ONLY) D. MULCH SHALL BE DERIVED FROM AN EXOTIC INVADER TREE SPECIES, E.G. MELALEUCA, AND SHALL BE CLEAN AND FREE FROM WEEDS AND OTHER DEBRIS. ALTERNATIVE PRODUCTS, E.G., EUCALYPTUS OR PINE BARK OR STRAW MAY BE CONSIDERED. BALD CYPRE55 MULCH WILL NOT BE ACCEPTED. E. PRE -EMERGENT HERBICIDE: APPLY GRANULAR CHIPCO "RON5TAW OR APPROVED EQUAL AT LABEL RATE. F. TREES SHALL BE SECURED USING THREE-QUARTER (3/4) INCH ELASTIC GUYS (3). G. PALMS SHALL BE BRACED AS SHOWN. NO NAILS, 5CREW5 OR OTHER SECURING DEVICES MAY BE DRIVEN INTO THE TRUNK. PART 40 EXECUTION 4.1 GENERAL A. AWARDED BIDDER SHALL PROVIDE AND INSTALL ALL TREES, PALMS, SHRUBS AND GROUNDCOVER5 IN THE QUANTITIES AND DIMENSIONS INDICATED ON THE LANDSCAPE PLAN. B. COMMENCEMENT OF WORK: WORt', UNDER TH15 AWARDED BID SHALL BE COMPLETED IN AN ORDERLY, BUSINESS -LIKE FASHION. ONCE WORK HAS BEGUN, IT SHALL CONTINUE ON CONSECUTIVE WORKING DAYS UNTIL IT HAS BEEN COMPLETED. SUNDAYS, SATURDAYS, HOLIDAYS AND 5TOPPAGE5 DUE TO INCLEMENT WEATHER DELAYS OR CAUSED BY THE CUSTOMER SHALL BE EXCLUDED. 4.2 INSTALLATION TREES, PALMS AND SHRUBS A. ALL LANDSCAPE MATERIAL 15 TO BE PLANTED IN ACCORDANCE TO THE LANDSCAPE PLAN AND ATTENDANT EXHIBITS. GOOD HORTICULTURAL PR;`CTICE5 MUST BE OBSERVED. B. TREES AND PALMS ARE TO BE PLANTED OUT OF THE RIGHT-OF-WAY (ROW) AT A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB AT LOCATIONS IDENTIFIED ON THE LANDSCAPE PLAN. ALL SHRUBS ARE TO BE A MINIMUM OF TWO AND ONE HALF (2.5) FEET FROM BACK OF CURB AS SHOWN ON LANDSCAPE PLAN. AWARDED BIDDER SHALL STAKE AND/OR PAINT PLANTING LOCATIONS IN THE FIELD. UPON APPROVAL BY THE CUSTOMER, THESE AREAS SHALL BE SPRAYED WITH AN APPROVED HERBICIDE AND MAINTAINED WEED -FREE FOR THE DURATION OF THE PROJECT. C. EXCAVATE PLANTING HOLES WITH VERTICAL SIDES. DO NOT DISTURB 501L AT BOTTOM OF PLANTING HOLES. MAKE EXCAVATIONS TWICE AS WIDE AS THE ROOT BALL DIAMETER AND SLIGHTLY LESS (TWO INCHES) THAN THE DISTANCE BETWEEN THE TOP -MOST ROOT IN THE ROOT BALL AND THE BOTTOM OF THE ROOT BALL. ALTERNATIVELY, EXCAVATE THE HOLE SLIGHTLY WIDER THAN THE ROOT BALL AND PLACE THE ROOT BALL IN THE HOLE 50 THE TOP -MOST ROOT 15 EVEN WITH OR SLIGHTLY (TWO INCHES) HIGHER THAN THE SURROUNDING LANDSCAPE GRADE. THEN, LOOSEN THE SURROUNDING 501L OUT TO A DIAMETER EQUAL TO TWICE THE DIAMETER OF THE ROOT BALL. FINALLY, PUSH THE LOOSENED SOIL TOWARD THE ROOT BALL TO FILL THE HOLE. IF WATER FILL5 THE BOTTOM OF THE PLANTING HOLE, ADD 501L TO THE BOTTOM OF THE HOLE UNTIL THE WATER 15 COVERED. PACK THE ADDED SOIL FIRMLY. PLACE THE ROOT BALL ON THI5 PACKED, SOLID SOIL, NOT IN WATER. NO PART OF THE ROOT BALL SHALL BE PLACED IN WATER. IF NECESSARY, BRING IN 501L SIMILAR TO SITE 501L TO COVER THE SIDES OF THE ROOT BALL, CREATING A RAISED MOUND. THE BASE OF THE MOUND (I.E. THE OUTER DIAMETER CREATED) SHALL BE AT LEAST 51X TIMES THE DIAMETER OF THE ROOT BALL. WHEN PLANTING ON A SLOPE, THE TOP -MOST MAIN ROOT IN THE ROOT BALL SHALL BE EVEN WITH THE GRADE ON THE UPHILL 51DE OF THE TREE. SITE SOIL WILL NEED TO BE ADDED ON THE DOWNHILL SIDE TO COVER THE SIDES OF THE ROOT BALL AND TO CONSTRUCT THE SOIL BERM TO HOLD WATER. THE AMOUNT OF 501L ADDED ON THE DOWNHILL 51DE WILL DEPEND ON THE SLOPE AND 51ZE OF THE ROOT BALL. D. REMOVE ALL WOOD, PLASTIC, OR GRO-BAGS FROM THE ROOT BALL, SET PLANTS IN CENTER OF HOLES WITH THE TOP -MOST ROOT IN THE ROOT BALL AT THE SAME HEIGHT OR SLIGHTLY HIGHER (2 INCHES) THAN FINISHED LANDSCAPE GRADES AND PLUMB TREES 50 THE TRUNK 15 VERTICAL. BACKFILL FIELD SOIL AROUND SIDES OF ROOT MA55 AND WORK EACH LAYER TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. MATERIAL MUST BE WATERED IN AS PLANTED. PROVIDE APPROXIMATELY 5 GALLONS OF WATER PER INCH OF TRUNK CALIPER OR I GALLON PER 3 GALLONS OF CONTAINER TO THE ROOT BALL ONCE ALL BACKFILL 15 FILLED IN AROUND THE ROOT BALL. E. PROVIDE A 2-3" HIGH 501L BERM AROUND THE EDGE OF TREE ROOT BALLS TO FROM A SHALLOW SAUCER TO COLLECT WATER. THE WATERING SAUCER, REGARDLESS OF HOLE SIZE, 15 TO BE AT EDGE OF ROOT BALL. ALTERNATIVELY, COBRA EDGING 15 TO BE INSTALLED AT THE EDGE OF TH E ROOT BALL. F. BROADCAST OVER THE ROOT BALL AND BACK FILL SOIL, AT THE RECOMMENDED RATE, A BROAD-SPECTRUM PRE -EMERGENT HERBICIDE PRIOR TO MULCHING. G. APPLY A CONTROLLED -RELEASE FERTILIZER TO THE 501L SURFACE UNDER THE MULCH AT I LB. NITROGEN PER 1000 FT2, PRIOR TO MULCHING. NO OTHER AMENDMENTS ARE NECESSARY. H. ON TREE5 UP TO 4" CALIPER, APPLY A THREE (3) INCH LAYER OF MULCH TO AN EIGHT (8) FOOT DIAMETER CIRCULAR AREA AROUND THE TRUNK. ON LARGER CALIPER TREES, APPLY A TWO (2) FOOT DIAMETER MULCH AREA FOR EACH INCH OF TRUNK CALIPER. NO MULCH SHALL BE APPLIED TO THE INNER HALF OF THE ROOT BALL SURFACE. ALL OTHER PLANTING BED5 ARE TO HAVE A MINIMUM OF 3" OF MULCH. GROUNDCOVER A. SPACE GROUND COVER PLANTS AS INDICATED ON THE LANDSCAPE PLAN. B. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING ROOTS AND BACKFILL WITH PLANTING SOIL. WORK 501L AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS WITH WET SOILS. C. MULCH AREA BETWEEN GROUND COVER PLANTS, PLACE NO LF55 THAN 3" OF MULCH. A. A REPRESENTATIVE WILL INSPECT ALL LANDSCAPE MATERIAL DURING INSTALLATION. MATERIAL THAT 15 IN SHOCK OR HAS BEEN DAMAGED DURING INSTALLATION SHALL BE REPLACED BY AWARDED BIDDER WITHIN FIVE (5) WORKING DAYS FROM NOTIFICATION. B. REMOVE FROM WORK 51TE ALL EXCESS MATERIALS (E.G., SOIL, DEBRIS AND EQUIPMENT) DAILY THROUGH DURATION OF PROJECT. DAMAGES RESULTING FROM INSTALLATION SHALL BE REPAIRED BY AWARDED BIDDER. C. PRUNING: IF THERE 15 A DOUBLE LEADER IN THE TOP HALF OF THE TREE, SHORTEN ONE, BY THE ABOUT ONE-HALF, BACK TO A LIVE BRANCH THAT POINTS AWAY FROM THE TREE AND IS AT LEAST ONE-THIRD THE DIAMETER OF THE CUT LEADER. REMOVE BROKEN PORTIONS OF DAMAGED BRANCHES BACK TO A LIVE LATERAL BRANCH. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. D. REMOVE ALL STRING OR WIRE WRAPPED AROUND TREE TRUNKS. REMOVE ALL STRAPS, ROPE AND STRING USED TO LIFT THE ROOT BALL. REMOVE ALL BURLAP AND WIRE FROM THE TOP OF THE ROOT BALL. vali Moog A. INSPECTION TO DETERMINE ACCEPTANCE OF PLANTED AREAS WILL BE MADE BY THE CUSTOMER REPRESENTATIVE UPON AWARDED BIDDER'S REQUEST. PROVIDE NOTIFICATION A MINIMUM OF FIVE (5) WORKING DAYS BEFORE REQUESTED INSPECTION DATE. PLANTED AREAS WILL BE ACCEPTED PROVIDED ALL REQUIREMENT, INCLUDING MAINTENANCE, HAVE BEEN SATISFIED AND PLANT MATERIALS ARE HEALTHY AND IN VIGOROUS CONDITION. B. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PREPARE A "PUNCH LIST" OF THOSE ITEMS, WHICH MUST BE CORRECTED BEFORE RE -INSPECTION FOR FINAL ACCEPTANCE. THE REPRESENTATIVE WILL DETERMINE AN APPROPRIATE TIME PERIOD FOR CORRECTIONS. AWARDED BIDDER MUST REQUEST RE-I1\15PECTION TWO (2) WORKING DAYS IN ADVANCE. 4.4 MAINTENANCE A. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. MAINTAIN ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE AND FOR A MAINTENANCE AND WARRANTY PERIOD OF TWELVE (1 2) MONTHS AFTER FINAL ACCEPTANCE. B. MAINTENANCE SHALL INCLUDE BUT 15 NOT LIMITED TO PRUNING, CULTIVATION, MOWING, WEEDING, FERTILIZING, WATERING, AND APPLICATION OF APPROPRIATE PESTICIDES NECESSARY TO MAINTAIN PLANTS IN HEALTHY CONDITION. 1.) RE5ET SETTLED PLANTS TO PROPER GRADE AND POSITION. 2.) RESTORE SOIL BERM AND MULCH LAYER. 3.) TIGHTEN AND REPAIR ELASTIC GUYS OR OTHER SUPPORTS 4.) CORRECT DEFECTIVE WORK. 5.) REMOVE AND REPLACE REJECTED MATERIAL WITHIN ONE (1) WORKING DAY FROM NOTIFICATION. G.) MAINTAIN MULCH SURFACE WEED -FREE. 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 IT'S THE LAW IN FLORIDA FL STATUE 553.851 (1979) REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. FDOT MAINTENANCE YARD TO BE CONTACTED 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. V y m o o LQ D C. ALL PALMS ARE TO BE PRUNED TO REMOVE DEAD FRONDS, V w rn 'o o AND FRONDS WITH A PETIOLE THAT DROOPS BELOW c w HORIZONTAL. DEAD FRONDS ARE THOSE WITH LESS THAN mNO ��o 50% GREEN TISSUE. ONLY TH05E FRONDS WITH PETIOLES 0. mW w°0u"0�' ❑ DROOPING BELOW HORIZONTAL (9:00-3:00 O'CLOCK) SHOULD BE ° `` �, o Z J REMOVED. ALL 5EFDPOD5 ARE AL50 TO BE REMOVED m°'3 �o o z INCLUDING THOSE ORIGINATING AMONG REMAINING FRONDS. W a o Fx v D. THE CONTRACTOR 15 ENTIRELY RESPONSIBLE FOR THE Ln w IRRIGATION THROUGH FINAL ACCEPTANCE AND TWELVE- (1 2) o U) MONTH WARRANTY PERIOD. Z 0 v E. UPON SATISFACTORY COMPLETION OF MAINTENANCE ❑ PERIOD AS DETERMINED BY FINAL MAINTENANCE INSPECTION, Z THE CLIENT OR AN APPOINTED LANDSCAPE MAINTENANCE ' Wt y COMPANY WILL ASSUME MAINTENANCE RESPONSIBILITIES. z F. ALL STAKES, SUPPORTS, AND ASSOCIATED HARDWARE W a u - SHALL BE REMOVED 12 MONTHS AFTER PLANTING. m V ❑ (DOD r -1c° Lotet' M N `- Z NOTES ON IRRIGATION o n ww>-m-ozo 1. DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER. Z H IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY LO O t= (E.G. 2-3 TIMES EACH WEEK INSTEAD OF EVERY " a m Q Lo �I � OTHER DAY) WHEN PLANTING HARDENED -OFF, FIELD GROWN m a a TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. w z ESTABLISHMENT TAKES 3 TO 4 MONTHS PER INCH TRUNK a a o o N ❑ CALIPER. N o o a o 2. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY o o W v ;' r (E.G. TO ONE OR TWICE EACH WEEK) WHEN PLANTING o cn 2- tD z_ HARDENED -OFF, FIELD GROWN TREES THAT WERE o f 2 z ROOT -PRUNED DURING PRODUCTION. v a. (3w z W mZZ W Za d 3. AT EACH IRRIGATION, APPLY 2-3 GALLONS PER INCH � z z w - TME CALIPER TO THE ROOT BALL. APPLY IT IN A z RUNK o ❑ MANNER 50 ALL WATER SOAKS INTO THE ROOT BALL. W a z o (n W a DO NOT WATER If ROOT BALL IS WET/SATURATED ON N w= z ao 0 THE IRRIGATION DAY. za o e� 1 -!!LL o 4. TREES TAKE MUCH LONGER TO ESTABLISH THAT waa w a o > W 3-4 MONTHS PER INCH TRUNK CALIPER. IRRIGATE IN w�o� or z w V) DROUGHT THE FOLLOWING SUMMER. �® m v _ 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 IT'S THE LAW IN FLORIDA FL STATUE 553.851 (1979) REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. FDOT MAINTENANCE YARD TO BE CONTACTED 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. 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I r Ing i�. 24" RC I 2' SCFI 40 F'YC SLEEVE s'r■� II I 24" RCP 38 140 PVC MES I a I PIPE NSTALLED IS' BELOW`>« TOP=125.36 I I ' ■ 15' BUILDING:n �N C,'aa e e I MES FNI M TOP 125 23 e S K 3! SM- 40, F1/C '14 '14 I UH ry-EXISTNG BACKFLOW / PREVENTER/STUBOUT it I` � e tl1 : n � 3/4 ' , ...._ ..- ._... _... / --{ , i rJf u� .Y6i+z£. 4w+f r.... ,s, y.._.... ._. -.. .__ -... L•1 .. .. Y:a76.rfS::.n.....'off.'Ct..2n.....'m4Y!!2:.";cir,,;y�Y4.'??fR?z ..- _.. _� �, �. a.: ..., .::::_ - - - - _ - T. Jt?3 .x. t.:,uTT4 R -• IS11NG 18" PVC EL3s�E OF t ., �EPAE?'1' EXISTING 15' LANDSCAPE BUFFED ••. :•SAM P FIRE HYDRANT WHITE STRIPE WHITE STRIPE ...x ......................... - " ..... ....... ....... ....... ....... ....... ....... ....... ....... ....... .... WHITE STRIPE S89'54 50 W ....... - - -- ........................... - _ _ ^E.par .... ........................ - _ J 509.33 _ _ - _ -CONC ME -EVAN _ WHITE STRIPE ............................................................. -. - _ E:Dt0: OF PAVEMENT _ _ - _-_____................................. _..._-_..._....-._ _....__.._-..-._._ -_ _ --- _ - - _................................_ - - _ _..........__...........................:.........................:.......... - -t �F F3 4r GUT ER _ _ .... _ � _- - _--_-- -_ - v C7a_, MOORE ROAD 80' RIGHT OF WAY IRRIGATION LEGEND SYMBOLS MFR DESCRIPTION NOZZLE PSI GF'M RAD REMARKS O 151= 15' 15 3.rom �6 RAINBIRD TORO 510 MPR 10 30 SEE CHAR 0 SEE DETAIL 101= OR TORO 30 12 SO 12 S' �-p-, RD OR TO OR TORO 2'X6'- SIDE STRIP 28ST 30 1.44 21X6' SEE DETAIL I - 1 RAINBIRD OR TORO 4'X30'- SIDE STRIP 45ST 30 1.44 4'X30' SEE DETAIL 12 TQ RAINBIRD RC -1260C ELECTROMECHANICAL CONTROLLER TO BE LOCATED OUTSIDE ONE OF SEE DETAIL G OR TORO THE BUILDINGS, WITH MINI -CLICK II RAIN SENSOR (120 VOLTS 10 AMP BREAKER) • P DOUBLE CHECK VALVE BACKFLOW DEVICE. INSTALL PER 15H WATTS INSTALL WITH P GALVANIZED STEEL PIPE RISERS AND FITTINGS. LOCAL CODES 30°° RAIN51RD TORO 252-06-04 OR RAINBIRD SERIES ELECTRIC REMOTE VALVE, SEE DETAIL H OR TORO SIZE PER PLAN. - - - - '- APPROVED SCH 40 PVC MAINLINE SIZE AS NOTED ON PLANS. SEE DETAIL 15 ° SCH 40 PVC/OR SDR 26 CLASS 160 LATERAL LINE AS SHOWN UNTIL A SMALLER SIZE SEE DETAIL 30 APPROVED IS SHOWN. USE 1/211 PIPE ON ALL HEADS WITH A TOTAL OF 4 GPK 120 °,4rc • ■ ■ ■ ■ ■ ■ • APPROVED SCH 40 PVC SLEEVE -MIN. (2 DIAMETERS GREATER THAN INTERNAL PIPE) SEE DETAIL f" APPROVED 3" IRRIGATIN WATER METER BY OWNER WITH P RPP BACKFLOW PF EVENTOR SEE DETAIL I 12T 12' INSTALLED ON 1 1/4" GALV. STEEL PIPE RISERS AND FITTINGS. _j NOZZLE C�4AR " Spray Pattern MPI`' Nozzle Radius ft. Pressure psi Flow GPM Spray Trajector 360°,4rc O 151= 15' 30 3.rom 300 121= 12' 30 2.19 301, 101= 101 30 1.49 SO 81= S' 30 1.00 100 210*Arc 11 15TQ 15' 30 2.60 300 12 TQ 12' 30 1.55 300 18O°.4rc • • Am 15H 15' 30 1.65 30°° 121-1 12' 30 1.09 30 101-I 10' 30 0.11 15 ° &H S' 30 0.50 100 120 °,4rc 15T 15' 30 1.10 300 12T 12' 30 0.12 30' 10T 10' 30 Q.52 150 ST 8' 30 0.30 100 9Q °,4rc 15Q 15' 30 025 3Q ° 12Q 12' 30 0.50 300, 10Q 10' 30 0.40 150 SQ S' 30 0.30 100 THE SOLE PURPOSE OF THIS DRAWING IS TO ILLUSTRATE THE APPROXIMATE DIMENSIONS AND LAYOUT OF THE DEMISED PREMISES. NO OTHER WARRANTY OR REPRESENTATION, EXPRESSED OR IMPLIED, IS MADE WITH RESPECT TO THE ILLUSTRATION. Of m o 0 O V W Z O i= O CK 0 a � V) H 0 U) Z 0 0 1771 J uj Z Q � o ❑ 7) co f- to to d r7 N '- Z WW>-rn-OZW o: C) d" wLf) p r0QQ n w ot� N a < 0 CN QO ❑ n OD jr Z po WU M D In Z N `° Z W� m= c OW J W� Z J 0 LAJ C13 _j a HO R' Z W� O-C��"(7) o ZO Z7W0 Z N Ely Zn QjZN W O -< jE W= Z QO 0 Z§02 a �� a Lw_ aQ� Ci Wp aLLJ WCQ DOV w O} Wuj fn Zm U (� 6 H C W o Co W s') w rn 10 Z a; D �. W ` o inc ~ M' ,t O y'C vvo�' O L� v J a X03 W w y°'3 > ` 0" W oQ Q �J O z` Z z CL � W OEM � Z o � o S H E E T I R R 1 N 0 • • • S H E E T I R R 1 N 0 O � 3 m o O U W z O z 1- O d H � V V PLASTIC VALVE BOX z CAP ENDS AND WITH COVER STAKE STUB UP� ELECTRIC VALVE C- F.NF. RSL NOTES MEASUREMENTS FROM FINISH GRADE Q 2 REFERENCE POINT — 40' 20= z 1) THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL 5E EXPECTED TO TO STUB UP. BACK Q � MARK MAKE THOSE MODIFICATIONS NECESSARY IN THE FIELD TO REACT TO ACTUAL d ❑ FIELD CONDITIONS, WITHOUT DEPARTURE FROM THE DESIGN CONCEPTS OR INTENT. of CURB �col�fDd)d-to O z yvwmw>—to—Ozm e z ALL WORK SHALL CONFORM TO ANY AND ALL APDL ICASLE REGULATIONS AND CONTROL WIRE 90° ELL—PVC � n� n„ :Fri . r: .,.: ,.�.:: �..� r n ��•�z ' CODES FOR THE LOCATION OF THE WORK. THE INSTALLER SHALL OBTAIN ANY o„ PERMITS AND INSPECTIONS. Q .. a m o NECESSARY LOCATES, P m v Q Q I � w . z U r� �M N D- 3) ALL WORK SI -ILL SE0 a. CLOSELY COORDINATED WITH THAT OF OTHER TRADES, IN ----------- 0 Q w � `" Q o ❑ ORDER TO AVOID CONFLICTS. REFER TO LANDSCAPE AND UTILITIES FLANS WHEN TAPE END INNER PIPE PVC LATERAL LINE SCHEDULE 80 �'co TRENCHING TO AVOID TREES, SHRUBS AND UNDER GROUND UTILITIES OF SLEEVE STUB UP TO SPRINKLERS PVC NIPPLE % W� M Q oN o W_ z AN LA130R REQUIRED TO PROVIDE COMPLETE, OPERATIONAL scH.4o SOLVENT -WELD PVC oW J WI Z t1.) ALL MATERIAL D (REQUIREMENTS VARY — CHECK CODES FIRST) 3/4 WASHED SHELL AND FULLY GUARANTEED SYSTEM SHALL BE CONSIDERED PART OF THE WORK, Z o � c� o w MAIN LINE FITTING �� WDWN a WHETHER OR NOT THEY ARE SPECIFICALLY INDICATED IN THE DOCUMENTS. o_Z ; W12 ROUGH IN SLEEVING DETIAL MAIN SUPPLY LINE Z Wo ZNI F ON REPRODUCIBLE I a z� THE CONTRACTOR SHALL PREPARE AN ,4S - 5U I LT DRAW INCA a ~ Z o z N W � — N W NO SCALE MYLAR SHOWING ALL IF, INSTALLATION. ON. A MYLAR OR CONTROL VALVE N W = Z o PAPER (SEPIA OR L R ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT 4 aos "_� < w SEPIA OF THE a� � o FOR A FEE THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWN FINISH GRADE INSTALLATION DETAIL NO SCALE N o u LU 0LU' a w M NTS FROM HARD SURFACES. PLEASE SHOW WIRE DIRECTION ���® o Z°° �, EXACT MEASURE E �) ALL HEADS SHALL BE OF THE PROPER TYPE FOR THE AREAS WHERE LOCATED, AND AN WITH THE PROPER HEIGHT. ALL HEADS AND m % AND SHALL SE INSTALLED PLUMS D 4 ROTOR WITH ADEQUATE AND UNIFORM CLEARANCE ? a OTHER EQUIPMENT SHALL SE INSTALLED WI DE SPRAY ON IMPERVIOUS AREAS. M W FROM ALL HARD -SOAPING, TO MINIMIZE WATER OVER P 10 -1) THE PUBLIC WATER SUPPLY FOR THIS SYSTEM SHALL BE 2.5" METER. Z W � o cnMvo C m W wo o' c CONR T OL WIRING SHALL SE ROUTED WITH THE MAINLINE WHEREVER P05515LE. LOW -14 S) * SINGLE CONDUCTOR CA5LE, USE J a m 0 3 VOLTAGE WIRING SHALL SE OF 1�4 PVC JACKETED, G) I 3 RED WIRES FOR "HOT" AND WHITE FOR VALVE COMMON. WIRES SHALL SE INSTALLED FLEXIBLE PVC MIN. 18" >o� N WITH ADEQUATE SLACK AND SURGE/EXPANSION LOOPS, AND SHALL 5E SPLICED a� Q C o ONLY IN VALVE BOXES, USING SPEARS WIRE CONNECTORS AND SEALANT, 2 g) ALL PIPING AND WIRE PASSING UNDER PAVED ARE 5 SHALL BE SLEEVED WITH NOTE: SCH 40 PVC PIPE, SIZED A MINIMUM OF TWO NOMINAL SIZES LARGER THAN CONTAINED PVC LATERAL LINE PIPE V -4 CU D AUTOMATIC RAIN SHUTOFF (PING SHOWN OUTSIDE THE PROPERTY LINE ANY PAREA R RUNNING OUTSIDE A LANDSCAPE &INS 6" POP-UPROTOR10) TALLATION DETAIL NO SCALE IS SHOWN THERE FOR CLARITY ONLY. ALL LI ES SHALL SE INSTALLED ON THE PROPERTY AND IN51DE THE LANDSCAPE AREAS. 11) THE INSTALLER SHALL SE EXPECTED TO SE FAMILIAR WITH AND FOLLOW THE Z INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, AND IN THE WRITTEN SPECIFICATIONS, SHOULD A CONFLICT BE DISCOVERED WITHIN THE OUTSIDE WALL Z � DOCUMENTS, HE SHALL IMMEDIATELY NOTIFY THE P OJECT MANAGER AND REQUEST CLARIFICATION. 1 CON -TRACTOR ICJ RE5PONCJ ISLE FO 12) THE IRRIGATIONRAIN INSTALLING ALL LOU, VOLTAGE �t ELECTR MECHANICAL CONTROLLER: BIRD RC -0 SERIES WIRING FROM THE CONTROL VALVE TO THE IRRIGATION CONTROLLER, IF SPARE WIRES OUTDOOR WALL MOUNT ARE NOT AVAILABLE. ® UZ 1.5 ANDND PVC SCH 40 CONDUIT FITTINGS @WIRES TO REMOTE CONTROL TRAIS TO BECOME FAMIL I ATION CONCTOR IAR WITH THE EXISITNG IRRIGATION (AVALVES JUNCTION BOX 12) THE IRR G SYSTEM FOR PHASE 1. THE IRRIGATION CONTRACTORIS 1'O INSPECT, EVALUATE, AND � 1 -INCH PVC SCH 40 CONDUIT � W (.> C>Z REPAIR ANT DEFAULTS IN THE EXISTING IRRIGATION SYSTEM AND ITS EQUIPMENT. TO POWER SUPPLY z RAIN SENSOR 5 Q (.>� 13) CONTROLLERS SHALL BE 'DIRECT WIRED' TO HOU E CIRCUIT OF 120 VOLTS, 4 TYPICAL DETAIL No scALE LL. Q NO 'PLUG- IN' POWER CONNECTIONS SHALL SE ALLOWED. s S 1 — J O v Q GC � W Z � D ELECTROMECHANICAL CONTROLLER ZONE O Z �- O ELECTROMECHANICAL CONTROLLER 5 TYPICAL DETAIL NO SCALE VALVE GALLONS Z p Q SIZE PER MIN.Lu Q �' J VALVE IDENTIFIER = t� a THE SOLE PURPOSE OF THIS DRAWING IS TO ILLUSTRATE THE APPROXIMATE DIMENSIONS AND LAYOUT OF THE S DEMISED PREMISES. NO OTHER H WARRANTY OR REPRESENTATION, E E EXPRESSED OR IMPLIED, IS MADE T WITH RESPECT TO THE ILLUSTRATION. IRR2 N 0 W° > ROOF EDGE >o� N !J2 AUTOMATIC RAIN SHUTOFF: a� Q C o 1 RAIN BIRD RAIN CHECK 2 NOTE: Ilk 1. FOR COMPLETE INSTALLATION INSTRUCTIONS, SEE INSTRUCTIONS ENCLOSED WITH RAIN CHECK. V -4 CU D AUTOMATIC RAIN SHUTOFF Oq 12) THE IRR G SYSTEM FOR PHASE 1. THE IRRIGATION CONTRACTORIS 1'O INSPECT, EVALUATE, AND � 1 -INCH PVC SCH 40 CONDUIT � W (.> C>Z REPAIR ANT DEFAULTS IN THE EXISTING IRRIGATION SYSTEM AND ITS EQUIPMENT. TO POWER SUPPLY z RAIN SENSOR 5 Q (.>� 13) CONTROLLERS SHALL BE 'DIRECT WIRED' TO HOU E CIRCUIT OF 120 VOLTS, 4 TYPICAL DETAIL No scALE LL. Q NO 'PLUG- IN' POWER CONNECTIONS SHALL SE ALLOWED. s S 1 — J O v Q GC � W Z � D ELECTROMECHANICAL CONTROLLER ZONE O Z �- O ELECTROMECHANICAL CONTROLLER 5 TYPICAL DETAIL NO SCALE VALVE GALLONS Z p Q SIZE PER MIN.Lu Q �' J VALVE IDENTIFIER = t� a THE SOLE PURPOSE OF THIS DRAWING IS TO ILLUSTRATE THE APPROXIMATE DIMENSIONS AND LAYOUT OF THE S DEMISED PREMISES. NO OTHER H WARRANTY OR REPRESENTATION, E E EXPRESSED OR IMPLIED, IS MADE T WITH RESPECT TO THE ILLUSTRATION. IRR2 N 0 W° > >o� N Lu a� Q C o W� Ilk Z V -4 CU m Oq m Z W Z � CL C O v � 2 o v 3 0 Q 0 GG W LJ— uj IVA W O 12) THE IRR G SYSTEM FOR PHASE 1. THE IRRIGATION CONTRACTORIS 1'O INSPECT, EVALUATE, AND � 1 -INCH PVC SCH 40 CONDUIT � W (.> C>Z REPAIR ANT DEFAULTS IN THE EXISTING IRRIGATION SYSTEM AND ITS EQUIPMENT. TO POWER SUPPLY z RAIN SENSOR 5 Q (.>� 13) CONTROLLERS SHALL BE 'DIRECT WIRED' TO HOU E CIRCUIT OF 120 VOLTS, 4 TYPICAL DETAIL No scALE LL. Q NO 'PLUG- IN' POWER CONNECTIONS SHALL SE ALLOWED. s S 1 — J O v Q GC � W Z � D ELECTROMECHANICAL CONTROLLER ZONE O Z �- O ELECTROMECHANICAL CONTROLLER 5 TYPICAL DETAIL NO SCALE VALVE GALLONS Z p Q SIZE PER MIN.Lu Q �' J VALVE IDENTIFIER = t� a THE SOLE PURPOSE OF THIS DRAWING IS TO ILLUSTRATE THE APPROXIMATE DIMENSIONS AND LAYOUT OF THE S DEMISED PREMISES. NO OTHER H WARRANTY OR REPRESENTATION, E E EXPRESSED OR IMPLIED, IS MADE T WITH RESPECT TO THE ILLUSTRATION. IRR2 N 0 mi z 0 Z P o 2: P= w 0 C-) m ujV) 0 (n z 0 C) 0 a S H E E T Al N 0 0 U) z Ld I Lr) J LL. < M 0 <m LO 0 0 m w �—. m<< Co I >- uj CL Zm C) mo*�V) < < 0 oCN p.. w F_ w < LO MZ 0 0 0 0CD W V) 04 W5 C> z K; 0- X C14 0 C14 0 0 ui 00-d wzz V) La w Z Z 4500 w cr m 0=, LU ZZF= OLLJIE< w WN Zc3LLim Cl - 0IM < z cr Z s2wzo (f) 0: 5 ❑ w 0 00 0 WZ=, w < 1) f) w ND L < moo C4 U) Do !�w w a ImZM5;0 - W Z§om < 0 I 5; < =) < < W < 0 U- a. 0 9ELi W<O. -L z <m C) > M C) LLJ w E 0 wou < 00 P w cHe W z S H E E T Al N 0 oc U) O ui Li. J LL. W VLU p �—. Co DC LL. LLJ p.. CC CD C> ca p.. 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'— — — __AMH SIDE AIDS _ _ '•� i 1111111111111A_sFH soE")�%ix 1� .- —1p p2ST. 21 CURB It GUTTER WHITE STRIPE EMT. 2_' CURB & GUTTER —CONI MwAN MOORE ROAD 80' RIGHT OF WAY 411 8 atm Ca a 73 m 3R A Is � o � –Eo 5 1p' MAX- 10' MAX., ALL POST SPACING Itsw END OST ROUND PIPE END POST RAIL END LINE POST BRACE BAND BRACE & TENSION TRUSS BAND I BAND jI �9�_ � 7 GA. 9J9sF�d'r'`S'/Jr�'s.,a",a'"„�'S`,"'rjr`7'rs%/•3%°+/mac/'/ ��I� Z �fi _ CL 1� 12" DIA. .i 0.0 ii; BASES I16. ! 1 9allopg CHAIN LINK FENCE DETAIL 1 SCALE: NTS Aja'/ / ' IS'I � r. s JTTNLm7 I I -�► � I � I IIS � I I ITI 7111 I 111 Vz.. '— — — __AMH SIDE AIDS _ _ '•� i 1111111111111A_sFH soE")�%ix 1� .- —1p p2ST. 21 CURB It GUTTER WHITE STRIPE EMT. 2_' CURB & GUTTER —CONI MwAN MOORE ROAD 80' RIGHT OF WAY 411 8 atm Ca a 73 m 3R A Is � o � –Eo 5 1p' MAX- 10' MAX., ALL POST SPACING Itsw END OST ROUND PIPE END POST RAIL END LINE POST BRACE BAND BRACE & TENSION TRUSS BAND I BAND jI �9�_ � 7 GA. e r WIRE Z �fi CL 1� 12" DIA. CONCRETE BASES 9allopg CHAIN LINK FENCE DETAIL 1 SCALE: NTS EI (-;)ARCHITECTURAL SITE PLAN CONCRETE BASES ALUMINUM FENCE DETAIL SCALE:: NTS IIGH F ASPHALT on line l I CANOPY !� 00 o FF�130.69 L \ 2 I Of I As1.1 I ,p I Mfr -- 1 'S' r I / I r ¢ I i I 1 I 5 g I I I � I I I Q VI 1 , , I a 1 *am 01 NNW M i I 0 LI OI —C6 I I � I I I t� I I I I• I � I I I 1 � I I I 1 G �Irrr — — '' a I I ram 1 I I I I I I I I I $ I NO OF 42'DECORATIYE ECOAWMINUM FENCE WINNINOOF47 HIGH CHAIN LINKFENCEWITH 3 BLACK VINYL COATING ._ I 0 on ,M, — I 1 1 — 1 III I 1 C. O ' ,_NEWSOM m= —_► I �a 8 1 / _2_ \AS1.2 rlrrlr rrr — rrl rrr rinrl/► � ..,_ .�- � I I i --)ARCHITECTURAL SITE PLAN (S it .. , ... _ .. r-�--�I i I I L______- I 1 I I WLj I I I I I l I I I I I I I I I gI I I I I I I I I I I I I I I I I I I I I i I EI i E I I I I I I I I I 1 1 I I I I I t I I I I I �I �I �I �p� 1 �I �I �I �I �I �I �I 0I d/ 1 41 OI �I 1 I I I I �I �I I I 1 I I 423 South Keller Road Suite 200 Orlando FL 32810 Phone: 407 660-2766 Fax: 407 875-3276 Web Site: ScottArchitects.com License No. SL#AAC001155 ® Copyriphl 2004 The Baal! ParbmIshlp ArvN6whn, Ma All RI" R"w"d Wwk1wift CONSULTANT PROJECT UNICORP NATIONAL DEVELOPMENT RETAIL � , l r i ••r ORLANDO, FL SEAL Kimberly S. Day, AIA FL. REG. # AR0091738 REVISIONS: 111 DATE: I DESCRIPTION: I DRAWN BY: ES, MH,OA, YS CHECKED BY: KD,DW, BH [DATE.- AUG 22,200 SHEET: ARCHITECTURAL SITE PLAN ■ TSPA JOB No. 05152 8 O ' ,_NEWSOM m= —_► I �a 8 1 / _2_ \AS1.2 rlrrlr rrr — rrl rrr rinrl/► � ..,_ .�- � I I i --)ARCHITECTURAL SITE PLAN (S it .. , ... _ .. r-�--�I i I I L______- I 1 I I WLj I I I I I l I I I I I I I I I gI I I I I I I I I I I I I I I I I I I I I i I EI i E I I I I I I I I I 1 1 I I I I I t I I I I I �I �I �I �p� 1 �I �I �I �I �I �I �I 0I d/ 1 41 OI �I 1 I I I I �I �I I I 1 I I 423 South Keller Road Suite 200 Orlando FL 32810 Phone: 407 660-2766 Fax: 407 875-3276 Web Site: ScottArchitects.com License No. SL#AAC001155 ® Copyriphl 2004 The Baal! ParbmIshlp ArvN6whn, Ma All RI" R"w"d Wwk1wift CONSULTANT PROJECT UNICORP NATIONAL DEVELOPMENT RETAIL � , l r i ••r ORLANDO, FL SEAL Kimberly S. Day, AIA FL. REG. # AR0091738 REVISIONS: 111 DATE: I DESCRIPTION: I DRAWN BY: ES, MH,OA, YS CHECKED BY: KD,DW, BH [DATE.- AUG 22,200 SHEET: ARCHITECTURAL SITE PLAN ■ TSPA JOB No. 05152 �.8 TL , g 8 mCL 8 ti CL �go S � EEN WALL E m 7 SCALE: 314' =1'-0' D LL NOTE: HEIGHT OF THE CURB ESTABLISHES THE LENGTHS OF RUN AND SIDE FLARES OF THE RAMP o, Ail ag W � C • ? 19 A C • P V h p FF I.Q. �E a9 $ G H . RAMP DETAIL SCI11 E 114' = 1' a 0 8v a t5 e� EL: V-0' OL T.O. CMU INC. BLOCK WALL. TO BE rED TO MATCH BUILDING EL: O'-0' air T.O. SLAB EL: -1'-4' T.O. FND. �— DUMPSTER SLAB A• A 4 H . GATE LATCH DETAIL 8 t3CA1.E: 1 11Z" =1' EXPOSED AGGREGATE HANDICAP RAMP, AFTER POUR AND SCREEDING OF CONC. WASH THE SURFACE WITH CLEAN WATER TO EXPOSE THE AGGREGATE Ye' Y4" DEEP GATE ELEVATION SCAM 114 =1' 9 AS 1.2 28'-0" 5'-2" 3'-0" 10'-4" Y-0' If 5'-2" op A 01 If 9 IM. is AS1.2 �•� N W 11 c��Ts r 0 � 4 0 12'-8" 4^ e4 5 E% DUMPSTER ENCLOSURE PLAN AS1.1 r 0 ' — ANCHOR SL&VES SET 4< 11^11 IN CONCRETE . DRIP EDGE (BOTH SIDES) CONT. LINTEL W/ (2) #5'S FILL SOLID W1 CONC. ,r #5 BAR IN CONIC. FILLED CELL AT 32" O.C. .Y BEVELED CONC. CAP SMOOTH tFINISH 2 2"X2" TS FRAME FULLY AS 1,2 WELDED. ALL OPEN ENDS TO BE CAPPED AND ALL WELDS TO BE GROUND SMOOTH. G.C. TO PAINT PRIOR TO APPLYING VINYL SLATS PAINTED GALVANIZED METAL DECKING W1 FLUTES ORIENTED IT, Ili VERTICALLY. MECHANICALLY FASTENED TO FRAME 2 (5" SCH 80) POST FILLED I01 WITH CONC. AS 1.2 •aY 4�., ':.'J4 •d �': ,ea +t ??w' ,sr,'•o, •aso. x +b•> � .&F� e R .,1C'•` "Y:'t:•aK 7 .t'w ":.. � , i8 " 3.'• `. T .s t'�: q; std • s ri'�• 3,hw . •,,,@<' � :,,� ; 'a� T ba'P'y•+�' ,• b fD; '. 36' DIA. MIN. 2500 PSI n g•s`A° �'� e..,;> ,F� ti£ $: �,�CONC. FOOTING A S1 S 19. 2 w's vie •:e`. 3'-8' CANE BOLT. BOLTS 16" LG. 6" CONC. PAD RE: x 3/4"0 ATTACH BY STRUCTURAL WELDING PIPE WITH INT. DIA.. SLIGHTLY LARGER THAN 314" DIRECTLY TO FRAME DUMSTER 9 AS1.2 SIM. 8"0 SCH 40 G.S. PIPE SET IN T-0" DEEP x 2'-0"0 CONC. FOOTING. FILL PIPE SOLID W/ CONC, RADIUS CONC. FILL AT TOP. PAINT PIPE YELLOW (TYP.) 4 PLACES. �— 8" CONC. BLOCK WALL. (o) DENOTES #5 BAR IN CONC. FILLED CELL AT 32" O.C. TO BE PAINTED t1 TO MATCH BUILDING 6X6-W1.4XW1.4 WWF CONTINUOUS THROUGHOUT 8"X12" DEEP THICKENED EDGE WITH (1) #5 TOP AND BOTTOM 6 AS 1.2 5" SCH 80 CONCRETE FILLED SOLID STEEL STOP: 1" BY 1" BAR WELDED TOP AND SIDES (NOT BOTTOM) 6" SCH 80 SLEEVE (DO NOT WELD TO 5" SCH 80 CONC. FILLED PIPE) ZERK GREESE FITTING 3"X2" O.D. TS FULLY WELDED TO MOVEABLE SLEEVE 2"X2' O.D. TS GATE ASSEMBLY FULLY WELDED TO SEAL INTERIOR OF TUBING ALL EXPOSED ENDS MUST BE CAPPED AND GROUND SMOOTH 6" SCH 80 SLEEVE FULLY WELDED (BOTTOM ONLY) TO 5" SCH 80 CONIC. FILLED PIPE NOTE: G.C. TO APPLY LIBERAL AMOUNT OF GREASE WHERE UPPER PORTION OF HINGE RESIDES PRIOR TO FINAL SETTING TOP PORTION OF HINGE HINGE DETAIL L SCALE: 3'=1'-0- 8-n�SCREEN WALL SECTION SCALE: 314'=1`-0' HINGE DETAIL scALE: HANDICAP RAMP PARKING " V-0" @ 1:12 SLOPE PAVEMENT .Q PAVEMENT-REINFORCEI BASE CONC. SLAB 'I.C. RAMP DETAIL V4 =1' COM'. LINTEL W/ (2) #5'S FILL SOLID WI CONC. #5 BAR IN CONC. FILLED CELL AT 32" O.C. 8" CONC. BLOCK WALL. TO BE PAINTED TO MATCH BUILDING NOTE: VERIFY LOCATION OF ALL UNDER- GROUND UTILITIES BEFORE EXCAVATION GRIND ALL EXPOSED EDGES SMOOTH NOTE: GC TO HAVE STRUCTURAL ENGINEER VERIFY STRUCTURAL STABILITY PRIOR TO CONSTRUCTION. (2) #5 REBARS (CONT.) 8" CMU WALL 6" SCH 80 SLEEVE @O NOT WELD TO W SCH 80 CONC. FILLED PIPE) 3"X2" O.Q. TS FULLY WELDED TO MOVEABLE SLEEVE 20X2" O.D. TS GATE ASSEMBLY FULLY WELDED TO SEAL INTERIOR OF TUBING ALL EXPOSED ENDS MUST BE CAPPED AND GROUND SMOOTH PAINTED GALVANIZED METAL DECKING W/ FLUTES ORIENTED VERTICALLY, MECHANICALLY FASTENED TO FRAME ZERK GREESE FITTING 5" SCH 80 CONCRETE FILLED 1-1/2" SLOT CUT INTO TOP OF 5" SCH 80 SLEEVE TO ALLOW 135° DOOR MOVEMENT (STOP TAKES t4") SOLID STEEL STOP: 1" BY 1" BAR WELDED TOP AND SIDES (NOT BOTTOM) CONTROL LINE/FACE— OF STOREFRONT I --Y2 EXPANSION JOINT W/ASPHAULT BOARD AND SEALANT VARIES (MAX. SLOPE = 24'9LF) RETAIL 423 South Keller Road Suite 200 Orlando FL 32810 Phone: 407 660-2766 Fax: 407 875-3276 Web Site: ScottArchitects.com License No. SL#AAC001155 M 2464 Mw Scoff AfrRl taseanred P rbwshtpAmNbx.'t r%Inm idiL CONSULTANT PROJECT SEAL Kimberly S. Day, AIA FL. REG. # AR0091738 STATE OF FLORIDA REVISIONS: # DATE: DESCRIPTION: DRAWN BY: ES, MH,OA, YS CHECKED BY: KD,DW, BH DATE: AUG 22, 2005 SHEET: ARCHITECTURAL SITE DETAILS AS1 2 ■ TSPA JOB No. 05152 8" CMU TO BE PAINTED TO MATCH BUILDING • • l P 8" SCH 40 G.S. PIPE FILLED " WITH CONC. AND PAINTED HAZARD YELLOW M 112" EXPANSION FILL — SLIGHT BEVEL AWAY FROM CONC. FILLED BOLLARD Q EXPANSION JOINT X 6" CONC. PAD W/6X6-W1AXW1.4 WWF (2) #5 REBARS (CONT.) 24" DIA. MIN. 2500 PSI CONC. FOUNDATION NOTE: t- VERIFY LOCATION OF ALL UNDER- GROUND UTILITIES BEFORE EXCAVATION GRIND ALL EXPOSED EDGES SMOOTH DUMPSTER WALL SECTION s SCALE 314' =1' 0' 2 2"X2" TS FRAME FULLY AS 1,2 WELDED. ALL OPEN ENDS TO BE CAPPED AND ALL WELDS TO BE GROUND SMOOTH. G.C. TO PAINT PRIOR TO APPLYING VINYL SLATS PAINTED GALVANIZED METAL DECKING W1 FLUTES ORIENTED IT, Ili VERTICALLY. MECHANICALLY FASTENED TO FRAME 2 (5" SCH 80) POST FILLED I01 WITH CONC. AS 1.2 •aY 4�., ':.'J4 •d �': ,ea +t ??w' ,sr,'•o, •aso. x +b•> � .&F� e R .,1C'•` "Y:'t:•aK 7 .t'w ":.. � , i8 " 3.'• `. T .s t'�: q; std • s ri'�• 3,hw . •,,,@<' � :,,� ; 'a� T ba'P'y•+�' ,• b fD; '. 36' DIA. MIN. 2500 PSI n g•s`A° �'� e..,;> ,F� ti£ $: �,�CONC. FOOTING A S1 S 19. 2 w's vie •:e`. 3'-8' CANE BOLT. BOLTS 16" LG. 6" CONC. PAD RE: x 3/4"0 ATTACH BY STRUCTURAL WELDING PIPE WITH INT. DIA.. SLIGHTLY LARGER THAN 314" DIRECTLY TO FRAME DUMSTER 9 AS1.2 SIM. 8"0 SCH 40 G.S. PIPE SET IN T-0" DEEP x 2'-0"0 CONC. FOOTING. FILL PIPE SOLID W/ CONC, RADIUS CONC. FILL AT TOP. PAINT PIPE YELLOW (TYP.) 4 PLACES. �— 8" CONC. BLOCK WALL. (o) DENOTES #5 BAR IN CONC. FILLED CELL AT 32" O.C. TO BE PAINTED t1 TO MATCH BUILDING 6X6-W1.4XW1.4 WWF CONTINUOUS THROUGHOUT 8"X12" DEEP THICKENED EDGE WITH (1) #5 TOP AND BOTTOM 6 AS 1.2 5" SCH 80 CONCRETE FILLED SOLID STEEL STOP: 1" BY 1" BAR WELDED TOP AND SIDES (NOT BOTTOM) 6" SCH 80 SLEEVE (DO NOT WELD TO 5" SCH 80 CONC. FILLED PIPE) ZERK GREESE FITTING 3"X2" O.D. TS FULLY WELDED TO MOVEABLE SLEEVE 2"X2' O.D. TS GATE ASSEMBLY FULLY WELDED TO SEAL INTERIOR OF TUBING ALL EXPOSED ENDS MUST BE CAPPED AND GROUND SMOOTH 6" SCH 80 SLEEVE FULLY WELDED (BOTTOM ONLY) TO 5" SCH 80 CONIC. FILLED PIPE NOTE: G.C. TO APPLY LIBERAL AMOUNT OF GREASE WHERE UPPER PORTION OF HINGE RESIDES PRIOR TO FINAL SETTING TOP PORTION OF HINGE HINGE DETAIL L SCALE: 3'=1'-0- 8-n�SCREEN WALL SECTION SCALE: 314'=1`-0' HINGE DETAIL scALE: HANDICAP RAMP PARKING " V-0" @ 1:12 SLOPE PAVEMENT .Q PAVEMENT-REINFORCEI BASE CONC. SLAB 'I.C. RAMP DETAIL V4 =1' COM'. LINTEL W/ (2) #5'S FILL SOLID WI CONC. #5 BAR IN CONC. FILLED CELL AT 32" O.C. 8" CONC. BLOCK WALL. TO BE PAINTED TO MATCH BUILDING NOTE: VERIFY LOCATION OF ALL UNDER- GROUND UTILITIES BEFORE EXCAVATION GRIND ALL EXPOSED EDGES SMOOTH NOTE: GC TO HAVE STRUCTURAL ENGINEER VERIFY STRUCTURAL STABILITY PRIOR TO CONSTRUCTION. (2) #5 REBARS (CONT.) 8" CMU WALL 6" SCH 80 SLEEVE @O NOT WELD TO W SCH 80 CONC. FILLED PIPE) 3"X2" O.Q. TS FULLY WELDED TO MOVEABLE SLEEVE 20X2" O.D. TS GATE ASSEMBLY FULLY WELDED TO SEAL INTERIOR OF TUBING ALL EXPOSED ENDS MUST BE CAPPED AND GROUND SMOOTH PAINTED GALVANIZED METAL DECKING W/ FLUTES ORIENTED VERTICALLY, MECHANICALLY FASTENED TO FRAME ZERK GREESE FITTING 5" SCH 80 CONCRETE FILLED 1-1/2" SLOT CUT INTO TOP OF 5" SCH 80 SLEEVE TO ALLOW 135° DOOR MOVEMENT (STOP TAKES t4") SOLID STEEL STOP: 1" BY 1" BAR WELDED TOP AND SIDES (NOT BOTTOM) CONTROL LINE/FACE— OF STOREFRONT I --Y2 EXPANSION JOINT W/ASPHAULT BOARD AND SEALANT VARIES (MAX. SLOPE = 24'9LF) RETAIL 423 South Keller Road Suite 200 Orlando FL 32810 Phone: 407 660-2766 Fax: 407 875-3276 Web Site: ScottArchitects.com License No. SL#AAC001155 M 2464 Mw Scoff AfrRl taseanred P rbwshtpAmNbx.'t r%Inm idiL CONSULTANT PROJECT SEAL Kimberly S. Day, AIA FL. REG. # AR0091738 STATE OF FLORIDA REVISIONS: # DATE: DESCRIPTION: DRAWN BY: ES, MH,OA, YS CHECKED BY: KD,DW, BH DATE: AUG 22, 2005 SHEET: ARCHITECTURAL SITE DETAILS AS1 2 ■ TSPA JOB No. 05152 ELECTRICAL NOTES SYMBOL. LEGEND WILING. DEVICE POWER AND WIRING rt1� 125V AC 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED AT ® 18" AFF, UON. ELECTRICAL DISTRIBUTION PANELBOARD. / 125V AC 20 AMP DUPLEX RECEPTACLE NEMA 5-20R, WITH GROUND ELECTRICAL PANELBOARD. (SURFACE FLUSH MOUNTED ) GFI FAULT CIRCUIT INTERRUPTER, MOUNTED AT" 18 AFF, LION, EXHAUST FAN /MOTOR r� 125V AC 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED AT SMOKE DETECTOR, 120V WITH W " so BATTERY BACKUP. WIRED O TOGETHER COUNTER HEIGHT OR 48 AFF. COMMON NOTIFICATION. FOR 125V AC 20 AMP DUPLEX RECEPTACLE NEMA 5-20R WITH GROUND CH DOORBELL WITH TRANSFORMER �GFL FAULT " ORMER AND CHIME L CIRCUIT INTERRUPTER, MOUNTED AT COUNTER HEIGHT OR 48 AFF. D PUSH BUTTON 125V AC 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED AT 18 AFF, UON. SPLIT WIRED. FUSED DISCONNECT SWITCH. NEMA 1' {INDOOR) OR NEMA 3R (OUTDOOR). 30 ' - TOP NUMBER INDICATES DISCONNECT SIZE. BOTTOM NUMBER INDICATES (15) N ICATES (2) 125V AC 20 AMP DOUBLE DUPLEX RECEPTACLE NEMA 5-20R, FUSE SIZE AS INDICATED OR AS DETERMINED. F • NAMEPLATE. FROM MANUFACTURER. S MOUNTED AT 18" AFF, UON. (2) 125V AC, 20 AMP DOUBLE DUPLEX _ NON-FUSED DISCONNECT SWITCH. NEMA 1 (INDOOR), RECEPTACLE, :NEMA 5 20R ( R) OR NEMA:3R " �❑ 30 (OUTDOOR). NUMBER MOUNTED AT 48 AFF, U.O.N. ( ) R INDICATES .DISCONNECT SIZE AS INDICATED OR AS., DETERMINED FROM MANUFACTURERS NAMEPLATE. 250V AC, 10, 3 --WIRE 30A RECEPTACLE. E EPTACLE. MOUNTED AT 48 AFF. Q JUNCTION0 B X. CODE SIZED FOR PROVIDE/INSTALL MATCHING PLUG IF REQUIRED. R APPLICATION. RACEWAY CONCEALED ABOVE CEILING OR IN WALLS... 250V AC, 10, 4 -WIRE, 50A RECEPTACLE. MOUNTED AT 48" AFF. PROVIDE/INSTALL MATCHING PLUG IF REQUIRED. RACEWAY EXPOSED IN CEILING OR WALLS. — -- - RACEWAY CONCEALED 1 BELOW FLOOR, ROOF, OR G 25V OR 277V AC SINGLE " RADE. POLE 20 AMP SWITCH. MOUNT AT 48 AFF. ---►-A-1 3 HOMERUN: PANEL DESIGNATION i.e. `A' C , { ), CIRCUIT .BREAKER NUMBER • S 125V OR 277V -- " (_ �3 �4 AC 3 .WAY OR 4 WAY 20 AMP. SWITCH.. -MOUNT AT 48 AFF. (i.e. 1.3) 12 V 5 OR 277V AC SINGLE POLE 20 AMP , MANUAL MOTOR STARTER. — GROUND COMMUNICATIONS COMMUNICATIONS OUTLET. RECESSED DOUBLE GANG FLOOR MOUNTED COMMUNICATIONS OUTLET. RECESSED TELEVISION OUTLET. RECESSED IF JUNCTION BOX WITH SINGLE -GANG MUD -RING AND ESSED SINGLE GANG J FLOOR SINGLE -GANG CONCRETE RATED : Tj UNCTIONBox wITH"BOX AT -18 AFF U "BLANK PLATE AT. _18 A SINGLE. HI ON. PROVFF LION. PROV �' NGED DOOR IDE 4 C., IDE 4C -WITH BRASS C TOOVERPLATE. P ABOVE . PROVIDE CEILING, F -TYPE CO PULLSTRING TO AB CONNECTOR OVE ACCESSIBLE CEILING... R WITH COVERPLATE AND ''4 C WIT . H PULLSTRING TO ABOVE ACCESSIBLE CEILING. (I)RG---!6 TO _ O EXISTING TTB. LIGHT G 1-I T FIXTURE SCHEDULE LAMP MARK MANUFACTURER CATALOG NUMBER QTY STOCK.. NUMBER DESCRIPTION MOUNTING REMARKS LIGHTING FIXTURE REMARKS: 1. UL LISTED LIGHT FIXTURE FOR 'DAMP LOCATIONS. - N 4. ALL FIXTURES OF THE SAME': STYLE MUST BE .FROM - THE SAME MANUFACTURER. 2. UL LISTED LIGHT FIXTURE FOR WET LOCATIONS. ACTURER. 5. EQUAL , FIXTURES WILL BE CONSIDERED WITH S �' ALL TYPES MU AMPL._ FIXTURE SUBMITTED FOR P 3. ST BE REPRESENTED BY THE SAM PRIOR APPROVAL. E REPRESENTATIVE. LIGHTING SYMBOLS �) 8' OR 4' LENGTH FLUORESCENT FIXTURE. 8 OR 4 EMERGENCY POWER LENGTH EMERGENCY FLUORESCENT FIXTURE. - R NIGHT LIGHT- FIXTURE: (UNSWITCHED CIRCUIT) 0 d 2X2. OR 2X4 FLUORESCENT TROFFER. ,F 2X2 OR 2X4 EMERGENCY FLUORESCENT TROFFER. pm a e2 RELOCATED FIXTURE. 15 (� 2X2 METAL HALIDE. HIGH BAY _FIXTURE.� SZ TRACK WITH ADJUSTABLE LIGHTING FIXTURES. -. P EXAMPLE SHOWS TRACK TYPE 'P', FIXTURE 'P', 2X2 METAL HALIDE ;HIGH BAY FIXTURE ON NORMAL ,POWER CIRCUIT 15. WITHU R Q A TZ LAMP ON EMERGENCY POWER. WALL MOUNTED BATTERY PACK EMERGENCY LIGHT. 1 -=e -i 8 OR 4 LENGTH SURFACE STRIP FLUORESCENT FIXTURE. _ INCANDESCENT OR FLUORESCENT PL DOWNLIGH HIGH BAY LIGHT T/HID F --0--L 1--19-.. 8' OR 4' LENGTH SURFACE STRIP EMERGENCY FLUORESCENT FIXTURE. EXIT LIGHT (SHADED QUADRANTS INDICATES. FA CE, _ ® ® NORMAL POWER NIGHT LIGHT FIXTURE. STEM INDICATES (WALL MOUNTING). (UNSWITCHED CIRCUIT) SPOT LIGHT ARROW ROW INDICATES AIMING DIRECTION TYPICAL FIXTURE` NOMENCLATURE: C� WALL MOUNTED � LIGHT. FIXTURE .(STEM INDICATES A -+ FIXTURE TYPE DESIGNATIONRE SEE FIXTURE SCHEDULE) WALL MOUNTING). { XT ABBREVIATION LIST (NOT ALL. ABBREVIATIONS LISTED . MAY BE USED ON THIS PROJECT). A AMP EF EXHAUST FAN KW KILOWATT PVC POLYVINYL CHLORIDE AF AMP FRAME ELEC ELECTRICAL /ELECTRIC KWH KILOWATT 'HOUR PWR POWER AFC AVAILABLE FAULT CURRENT FIRE ALARM L FA TG LIGHTING RCPT RECEPTACLE AMPERES INTERRUPTING CAPACITY AIC FRCP FIRE ALARM CONTROL PANEL.:. LTS LIGHTS RGS RIGID GALVANIZED STEEL . AFF ABOVE FINISHED FLOOR FLUOR FLUORESCENT MCB MAIN CIRCUIT BREAKER` SF SUPPLY FAN ADA AMERICAN DISABILITIES ACT G GND GROUND MCC MOTOR CONTROL CENTER SH SHIELDED AT AMP TRIP GEN GENERATOR MDP ` MAIN DISTRIBUTION PANEL SPDT SINGLE POLE, DOUBLE THROW. ATS AUTOMATIC TRANSFER SWITCH GFI, GFCI GROUND FAU1:f (CIRCUIT) MH METAL HALIDE OR MANHOLE- AMERICAN WIRE GAUGE ) SPST SINGLE POLE, SINGLE THROW AWG INTERRUPTER AS APPLICABLE SRAIC SERIES RATED AMPERES BRKR BREAKER HH HANDHOLE MLO MAIN LUG ONLY INTERRUPTING CAPACITY C CONDUIT OR CONDUCTOR- HID HIGH INTENSITY DISCHARGE N NEUTRAL SW SWITCH AS APPLICABLE HOA NEC NATIONAL ELECTRICAL CODE CB CIRCUIT BREAKER HP HAND /OFF /AUTO TELE TELEPHONE CIRCUIT HORSEPOWER NF NON FUSED TTB TELEPHONE TERMINAL BOARD CKT HPS HIGH PRESSURE SODIUM NEPA NATIONAL FIRE PROTECTION ASSOCIATION UG UNDERGROUND CLG CEILING HWH HOT WATER' HEATER NL NIGHT LIGHT (UNSWITCHED CKT.) UPS UNINTERRUPTABLE POWER SUPPLY CO CONDUIT ONLY IG.- ISOLATED GROUND P POLE LION ;UNLESS OTHERWISE NOTED CPT CONTROL POWER TRANSFORMER INCAN INCANDESCENT PB PUL! BOX V VOLT DTTS DOUBLE THROW TRANSFER SWITCH JB JUNCTION BOX PH PHASE. W WATTS EC EMPTY CONDUIT KCM THOUSAND CIRCULAR MILS PNL PANE! WP WEATHERPROOF KVA KILOVOLT - AMPERE XFMR TRANSFORMER GENERAL REQUIREMENTS A. PROVIDE ALL LABOR, MATERIALS. EQUIPMENT, AND TOOLS TO PERFORM ALL WORK U. CIRCUIT NUMBERS SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY. BALANCE NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN LOADS AMONG PHASES IN NEW PANELBOARDS TO WITHIN 107o OF EACH OTHER. ON* THE DRAWINGS. V. SOME LEGEND SYMBOLS MIGHT NOT BE USED - SEE FLOOR PLANS FOR B.: PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED. YET REQUIRED TO INSURE APPLICABLE DEVICES. PROPER AND COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN: THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND X. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE: REGULATIONS: GENERAL LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED WIRING. ALTHOUGH THE DRAWINGS: DO NOT NECESSARILY C. LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER INDICATE THE ACTUAL ROUTES OF CONDUITS, WHERE INDICATED, THEY SHALL THE ELECTRICAL CONTRACTORS' SCOPE ' OF WORK SHALL BE PERFORMED BY BE FOLLOWED AS CLOSELY AS PROPER COORDINATION WITH THE WORK OF EXPERIENCED MECHANICS OF THE PROPER TRADE AND ALL WORKMANSHIP SHALL BE OTHER TRADES AND SPACE WILL PERMIT. WHERE CONDUIT RUNS ARE NOT FIRST CLASS AND SHALL BE 1N :COMPLIANCE WITH THE SPECIFIC REQUIR EM ENTS OF SHOWN ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH ` THE WORK OF THE CONTRACT DRAWINGS. OTHER TRADES AND STRUCTURE. SIMPLIFY INSTALLATION WHEREVER POSSIBLE, BUT SUBJECT TO APPROVAL ; BY THE ARCHITECT FOR VISUAL AND STRUCTURAL D. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE REASONS. IT IS NOT WITHIN THE SCOPE OF THE. DRAWINGS TO SHOW ALL ARCHITECT IN WRITING PRIOR. TO SUBMISSION OF BIDS: SUBMISSION OF A BID NECESSARY OFFSETS, BENDS, PULL BOXES, AND OBSTRUCTIONS. THE DRAWINGS -CONSTITUTES ACCEPTANCE OF FIELD: CONDITIONS. ARE NOT INTENDED TO BE SCALED AND REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. E. ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL. AND SPECIAL CONDITIONS' OUTLINED IN THE CONTRACT DOCUMENTS SHALL APPLY TO ELECTRICAL Y. MAINTAIN ON THE JOB SITE, IN GOOD CONDITION, ONE SET .OF UP-TO-DATE SYSTEMS . ELECTRICAL DRAWINGS. PROGRESSIVELY, ` NEATLY. LEGIBLY AND EXACTLY RECORD ON THESE DRAWINGS THE LOCATION` OF ALL .CONCEALED CONDUIT RUNS AND F. ALL WORK SHALL -BE IN -ACCORDANCE WITH THE LATEST ADOPTED 'EDITION OF THE ALL WORK WHICH IS INSTALLED DIFFERENTLY THAN IN THE LOCATION AND MANNER BUILDING CODE. FBC • NATIONAL FIRE CODES AND ' STANDARDS: FLORIDA ( ), INDICATED ON THE DRAWINGS. ON COMPLETION OF THE. WORK, THE DRAWINGS: ,FOLLOWING :PROTECTION ASSOCIATION,. (NFPA); NATIONAL ELECTRICAL CODE, (NEC), NATIONAL SHALL BE TURNED OVER TO THE ARCHITECT FOR APPROVAL AND POSSESSION AS ELECTRICAL MANUFACTURES ASSOCIATION,.: (NEMA); NATIONAL ELECTRICAL A PERMANENT AND COMPLETE RECORD DOCUMENT OF THE ELECTRICAL WORK. - CONTRACTORS ASSOCIATION. (NECA) AMERICAN NATIONAL STANDARDS INSTITUTE, Z. WHERE DISCREPANCIES OCCUR,- THE ARCHITECTURAL REFLECTED CEILING PLANS. ..- ANSI UNDERWRITERS- LABORATORIES, .(UQt,. ALL LOCAL CODES, ORDINANCES,: ; UN ..-(ANSI); _. TAKE PRECEDENCE OVER THE ELECTRICAL LIGHTING FOR LOCATION AND _ REGULATIONS, FPL STANDARDS, AND THE AUTHORITY HAVING JURISDICTION. ORIENTATION OF LIGHTING FIXTURES: G. ALL MATERIALS PROVIDED -BY THE CONTRACTOR SHALL BE NEW AND FREE OF AA, PROVIDE TEMPORARY LIGHTING AND POWER WHEREREQ REQUIRED. DEFECTS AND SHALL BE UL LISTED FOR THE INTENDED APPLICATION. THE ELECTRICAL DRAWINGS' ARE.:::NOT TO BE SCALED. WHERE SPECIFIC DETAILS AND AB. SEAL ALL PENETRATIONS OF FIRE -RATED WALLS. FLOORS, OR CEILINGS WITH U.L.: DIMENSIONS FOR `ELECTRICAL WORK ARE -NOT :SHOWN . ON THE DRAWINGS, THE APPROVED FIRESTOPPING MATERIALS TO PROVIDE AN EQUAL Q RATING AS FLOOR, H.CONTRACTOR `-SHALL TAKE MEASUREMENTS AND MAKE LAYOUTS AS REQUIRED FOR WALL OR CEILING ASSEMBLY BEING- PENETRATED. SEAL ALL .OPENINGS ON WALLS OF ELECTRICAL CLOSETS, TELEPHONE: CLOSETS` AND UNDERFLOOR AIR STOPS: THE PROPER INSTALLATIOW AND COMPLETION: OF THE WORK. AC. FIRESTOP ALL PENETRATIONS AS REQUIRED BY THE 2002 EDITION OFT E H NAD FURNISH ALL PERMITS AND ARRANGE FOR ALL L: CONTRACTOR ,SHALL OBTAIN N NATIONAL ELECTRICAL CODE AND AUTHORITIES ` HAVING JURISDICTION. REQUIRED INSPECTIONS. J. CONTRACTOR .SHALL INSPECT SITE FOR FIELD VERIFICATION OF ALL ASPECTS OF FINAL CLEANUP AND FIELD TESTS AFTER AD. COMPLETION OF THE 'ENTIRE ELECTRICAL INSTALLATION: .THE PROJECT PRIOR TO 'BIDDING. 1. PRIOR TO FINAL ACCEPTANCE, CLEAN ALL SWITCHES, CABINETS, DEVICE K. THE..=NTRACT DRAWINGS :INDICATE THE: GENERAL. ARRANGEMENT OF CIRCUITS AND PLATES,FIXTURES, AND OTHER ITEMS FURNISHED UNDER THIS; .CONTRACT, OUTLETS, LOCATION of :SWITCHES,_ PANELBOARDS, CONDUITS, AND OTHER WORK. AND ENSURE THAT ALL PANELBOARD DIRECTORIES ARE IN PLACE AND FIELD, VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION OF WORK. COMPLETED' OR REVISED AS REQUIRED BY THE WORK, AND THAT ALL MARKING AND IDENTIFICATION OF ALL EQUIPMENT, Q MENT, JUNCTION BOXES, AND L. ALL DISCONNECT SWITCHES AND STARTERS FOR THE MECHANICAL EQUIPMENT SHALL - OTHER ITEMS IS COMPLETED. BE SIZED ,AND';PROVIDED BY THE ELECTRICAL CONTRACTOR AND INSTALLED AND - CIRCUITED BY THE ELECTRICAL- :CONTRACTOR,UNLESS s OTHERWISE NOTED. INSTAL! 2.REPAIR OR REPLACE A5 DIRECTED BY THE ARCHITECT, ANY .ITEMS DAMAGED SWITCHES IN ACCESSABLE 'LOCATIONS. DUE TO INSTALLATION OR RELOCATION OF EQUIPMENT OR :DEVICES AT :. NO ADDITIONAL COST TO THE OWNER. M..THE ELECTRICAL CIRCUITS. COMPONENTS, ;AND 'CONTROLS ARE SELECTED AND SIZED - FOR THE EQUIPMENT SPECIFIED AND'. OR : SHOWN. IF ` SUBSTITUTIONS AND/OR Q / 3. REPLACE ALL DEFECTIVE FIXTURES, CABLES, OR OTHER EQUIPMENT•. EQUIVALENT -EQUIPMENT ARE `FURNISHED, IT SHALL. BE THE RESPONSIBILITIES OF ALL ENCOUNTERED DURING THE COURSE OF TESTING AND RETEST TO T HE . _ PARTIES CONCERNED, INVOLVED IN AND FURNISHING THE SUBSTITUTE AND/OR SATISFACTION OF THE ENGINEER: EQUIVALENT UIPMENT TO VERIFY AND. -COMPARE THE ELECTRICAL CHARACTERISTICS EQUN 4 I D.. TAT` SHOWN.".' OF THAT _FURN SHE TQ H WHERE CONCEALED BY INACCESSIBLE FINISHES,.. PROVIDE ACCESS DOORS T AE. 0 ELECTRICAL JUNCTION & PULL BOXES, ELECTRICAL CONTROL DEVICES AND N. �FIELO COORDINATE `EXACT ELECTRICAL CONNECTION POINTSTO EQUIPMENT PRIOR TO EQUIPMENT, ELECTRICAL DISCONNECT SWITCHES, AND ALL OTHER. ITEMS ROUGH IN OF ELECTRICAL COMPONENTS. REQUIRING SERVICE MAINTENANCE, OPERATION, OR _ ADJUSTMENT. SIZE AND LOCATE ACCESS DOORS FOR EASE OF PERFORMANCE OF THE FUNCTION O. FIELD DETERMINE EXACT MOUNTING LOCATION OF DUCT MOUNTED SMOKE DETECTORS., INTENDED BUT SHALL NOT BESMALLERTHAN 18 x 18'. COORDINATE INSTALL PER NFPA AND, MANUFACTURERS WRITTEN :.INSTRUCTIONS. LOCATION OF ACCESS DOORS WITH ALL AFFECTED TRADES. ACCESS. DOORS FOR WALLS, CEILINGS, AND FLOORS, BOTH STANDARD :AND FIRE RATED, ARE P. COORDINATE MOUNTING LOCATIONS OF LIGHTING SWITCHES, F/A DEVICES, E TV, DATA EL /T TO BE REVIEW AND APPROVE BY ARCHITECT: OUTLETS, AND RECEPTACLES- - MILLWORK PRIOR TO ROUGH -IN. AF. ALL MOUNTING HEIGHTS INDICATED ARE MEASURED F _ RED FROM FINISHED. FLOOR Q. COORDINATE MOUNTING LOCATIONS OF ,RECEPTACL.E AND TV AND DATA OUTLETS WITH UNLESS OTHERWISE NOTED: _ OWNER REPRESENTATIVE PRIOR TO ROUGH -IN. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION TYPES. ' ' AG. NEW CIRCUITS ARE NOTED AT FIXTURE'S LOCATION INDICATED' BY: FIXTURE'S DESIGNATION FOLLOWED BY THE PANEL AND CIRCUIT NUMBER:. R. PROVIDE A 120V RECEPTACLE AND SWITCHED LIGHTING OUTLET WITH LAMP WITHIN 3 FT. -EQUIPMENT OF -.THE SERVICING: SIDE OF ALL ELECTRICALLY OPERATED MECHANICALqH, PRODUCT MANUFACTURERS -LISTED IN THE DESIGN - DRAWINGS WERE USED INSTALLED IN ATTICS AND CRAWL SPACES. .AS A BASIS FOR 'DESIGN. ALTERNATIVE MANUFACTURES WILL BE ACCEPTABLE IF THEIR PRODUCTS ARE APPROVED TO BE EQUAL BY THE ENGINEER : OF RECORD: S THE ICONTRACTOR SHALL PROVIDE ALL:. CHANNEL AND. ANGLE SUPPORTING SYSTEMS, ` SLEEVES BRACKETS FABRICATED ITEMS AND HARDWARE -AS HANGERS, ANCHORS. _ Al. SERIES RATING OF PANELBOARDS WILL BE ACCEPTABLE IF THE PANELBOARD1. REQUIRED 70- PROVIDE SECURE SUPPORT, PER N.E.C:, FOR ALL ELECTRICAL MANUFACTURER- PROVIDES THE- ENGINEER OF RECORD WITH A COORDINATION - .. COMPONENTS FROM THE BUILDING STRUCTURE. STUDY OF THE EQUIPMENT; . INDICATING PROTECTION EQUAL TO OR HIGHER THAN THE AVAILABLE FAULT CURRENT INDICATED: T. IT IS THE INTENT OF THESE ; DRAWINGS. TO CALL FOR FINISHED WORK, TESTED AND READY FOR"`OPERATION.. THE WORD PROVIDE :MEANS "FURNISH AND INSTALL COMPLETE , " COORDINATE EXACT LOCATION OF DEVICES NT WI H EQUIPMENT AND. READY .FOR USE . C T Q . E VENDOR. PRIOR TO. INSTALLATION. MATERIALS AND METHODS A. ALL WIRES SHALL BE THHN WN -2. STRANDED COPPER OUN. NO ALUMINUM' WIRES N. FIRE SEAL ALL CONDUIT NDUIT PENETRATIONS IN 'FIRE .RATED WALLS AND FLOORS BACK WILL BE PERMITTED. TO INITIAL RATING. FLASH ALL CONDUIT ROOF PENETRATIONS AS REQUIRED TO PROVIDE WEATHERPROOF SEALS, COORDINATE` WITH OTHER TRADES AND ROOFING B. MINIMUM WIRE SIZE SHALL BE #12 AWG, LION. FOR RUNS OVER 100 FT. IN'. LENGHT CONTRACTOR.' MINIMUM :WIRE SIZE. SHALL BE #10 AWG, LION: 0. ALL WIRING DEVICES IN SHALL BE COMMERCIAL GRADE AND MANUFACTURERED BY C. ALL CONDUIT SHALL BE MINIMUM OF. 4" CONDUIT, UON. LEVITON, P&S- OR HUBBELL. ALL DEVICES INSTALLED 1N FINISHED AREAS SHALL BE WHITE WITH MATCHING NON-METALLIC FACEPLATES. FIELD VERIFY ACTUAL COLOR D. ALL WIRES SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL. BE RUN :PARALLEL PRIOR TO ORDERING WITH OWNER OR TENANT. AND PERPENDICULAR TO BUILDING. WALLS AND FLOORS. MINIMUM U.G. CONDUIT HOMERUN SHALL BE 1 ". P. ALL DISCONNECT :SWITCHES SHALL BE RATED HEAVY DUTY, LION. E. ALL CONDUITS INSTALLED IN ;DRY INTERIOR LOCATIONS SHALL .BE ELECTRICAL Q. ALL OUTDOOR ELECTRICAL EQUIPMENT SHALL BE OUTDOOR RATED (NEMA 3R), LION. METALLIC TUBING, UNLESS OTHERWISE 'NOTED: R. ALL CONDUITS SHALL BE. CONCEALED WHERE. POSSIBLE. F. ALL CONDUITS INSTALLED IN EXTERIOR LOCATIONS` SHALL BE RIGID GALVANIZED STEEL. ALL, CONDUITS. INSTALLED UNDERGROUND' SHALL BE RIGID SCHEDULE 40 PVC ` S. PROVIDE NYLON PULL STRING IN ALL EMPTY CONDUIT RUNS. CONDUIT BURIED PER NEC: T. MOUNTING HEIGHTS GIVEN ON ELECTRICAL DRAWINGS ARE IN ADDITION TO THOSE Q ID Ti FLEXIBLE METAL.- L BE CONNECTED WITH LIQUID TIGHT Gr ALL EXTERIOR EQUIPMENT: SHALL . GIVEN ON THE. ARCHITECTURAL DRAWINGS. WHERE DISCREPANCIES OCCUR , _ CONDUIT AND WEATHERPROOF FITTINGS. ARCHITECTURAL ELEVATIONS TAKE PRECEDENCE. BOXES, ENCLOSURES AND CABINETS AS INDICATED H. INSTALL ALL RACEWAYS, XAND U. DO NOT INSTALL BACK-TO-BACK JUNCTION BOXES ON ANY PARTITION UON. , INSTALLED' PER MANUFACTURES WRITTEN INSTRUCTIONS. V. SUPPORT ALL BOXES AND CONDUIT ABOVE CEILING INDEPENDENTLY. (DO NOT 1. OUTLET AND SWITCH BOXES BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS SUPPORT ANY BOX OR CONDUIT FROM SUSPENDED CEILING SYSTEM.) AND CAST ALLOY WITH THREADED HUBS IN WET OR -DAMP LOCATIONS AND OR OF SPECIAL CONSTRUCTION TO ;SUIT SPECIFIC -SITUATIONS. ALL BOXES SHALL BE X. INSTALL ALL EXPOSED CONDUIT AND WIREWAYS PARALLEL AND PERPENDICULAR TO C D FLUSH IN WALLS AND/OR CONCEALED ABOVE CEILINGS. PROVIDE RE ESSE / E ACCESS BUILDING SURFACES. HOLD ALL EXPOSED CONDUIT TIG HT TO STRUCTURE AND PAINT PANELS FOR BOXES LOCATED IN NON -READILY ACCESSIBLE AREAS. TO MATCH FINISHED CEILING OR WALL SURFACE. J. INSTALL COMPONENTS AND EQUIPMENT TO PROVIDE MAXIMUM POSSIBLE HEADROOM Y. CONTRACTOR SHALL ATTACH 2#10 GAUGE SUPPORT WIRES TO RELOCATED AND # NEW WHERE MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE. NOT:: INDICATED. LIGHT FIXTURES: ATTACH SUPPORT WIRES TO JOIST AT PROPER . LOCATION. COORDINATE WITH GENERAL CONTRACTOR. K. MAINTAIN ALL WORKING CLEARANCES AROUND EQUIPMENT AS REQUIRED BY SECTION 110=16 OF THE N.E.C. Z. SIZE OUTLET BOXES IN CONFORMITY WITH CODE FOR NUMBER AND GAUGE OF CONDUCTORS THEREIN. EXCEPT WHERE NOTED TO BE LARGER, MINIMUM BOX SIZE L. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A GROUNDING CONDUCTOR, M. SHALL BE 2" x 4" x %" DEEP. LABEL ALL JUNCTION BOXES WITH RESPECTIVE UNLESS OTHERWISE NOTED, AND ` BE SIZED AND BONDED IN ACCORDANCE WITH PANEL DESIGNATION AND CIRCUIT NUMBERS. ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. M. ALL PANELBOARDS, DISCONNECT SWITCHES AND. SYSTEM PANELS SHALL HAVE PLASTIC .LAMINATE NAMEPLATES FOR IDENTIFYING' SYSTEM FUNCTION AND CHARACTERISTICS. SYMBOL. LEGEND WILING. DEVICE POWER AND WIRING rt1� 125V AC 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED AT ® 18" AFF, UON. ELECTRICAL DISTRIBUTION PANELBOARD. / 125V AC 20 AMP DUPLEX RECEPTACLE NEMA 5-20R, WITH GROUND ELECTRICAL PANELBOARD. (SURFACE FLUSH MOUNTED ) GFI FAULT CIRCUIT INTERRUPTER, MOUNTED AT" 18 AFF, LION, EXHAUST FAN /MOTOR r� 125V AC 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED AT SMOKE DETECTOR, 120V WITH W " so BATTERY BACKUP. WIRED O TOGETHER COUNTER HEIGHT OR 48 AFF. COMMON NOTIFICATION. FOR 125V AC 20 AMP DUPLEX RECEPTACLE NEMA 5-20R WITH GROUND CH DOORBELL WITH TRANSFORMER �GFL FAULT " ORMER AND CHIME L CIRCUIT INTERRUPTER, MOUNTED AT COUNTER HEIGHT OR 48 AFF. D PUSH BUTTON 125V AC 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED AT 18 AFF, UON. SPLIT WIRED. FUSED DISCONNECT SWITCH. NEMA 1' {INDOOR) OR NEMA 3R (OUTDOOR). 30 ' - TOP NUMBER INDICATES DISCONNECT SIZE. BOTTOM NUMBER INDICATES (15) N ICATES (2) 125V AC 20 AMP DOUBLE DUPLEX RECEPTACLE NEMA 5-20R, FUSE SIZE AS INDICATED OR AS DETERMINED. F • NAMEPLATE. FROM MANUFACTURER. S MOUNTED AT 18" AFF, UON. (2) 125V AC, 20 AMP DOUBLE DUPLEX _ NON-FUSED DISCONNECT SWITCH. NEMA 1 (INDOOR), RECEPTACLE, :NEMA 5 20R ( R) OR NEMA:3R " �❑ 30 (OUTDOOR). NUMBER MOUNTED AT 48 AFF, U.O.N. ( ) R INDICATES .DISCONNECT SIZE AS INDICATED OR AS., DETERMINED FROM MANUFACTURERS NAMEPLATE. 250V AC, 10, 3 --WIRE 30A RECEPTACLE. E EPTACLE. MOUNTED AT 48 AFF. Q JUNCTION0 B X. CODE SIZED FOR PROVIDE/INSTALL MATCHING PLUG IF REQUIRED. R APPLICATION. RACEWAY CONCEALED ABOVE CEILING OR IN WALLS... 250V AC, 10, 4 -WIRE, 50A RECEPTACLE. MOUNTED AT 48" AFF. PROVIDE/INSTALL MATCHING PLUG IF REQUIRED. RACEWAY EXPOSED IN CEILING OR WALLS. — -- - RACEWAY CONCEALED 1 BELOW FLOOR, ROOF, OR G 25V OR 277V AC SINGLE " RADE. POLE 20 AMP SWITCH. MOUNT AT 48 AFF. ---►-A-1 3 HOMERUN: PANEL DESIGNATION i.e. `A' C , { ), CIRCUIT .BREAKER NUMBER • S 125V OR 277V -- " (_ �3 �4 AC 3 .WAY OR 4 WAY 20 AMP. SWITCH.. -MOUNT AT 48 AFF. (i.e. 1.3) 12 V 5 OR 277V AC SINGLE POLE 20 AMP , MANUAL MOTOR STARTER. — GROUND COMMUNICATIONS COMMUNICATIONS OUTLET. RECESSED DOUBLE GANG FLOOR MOUNTED COMMUNICATIONS OUTLET. RECESSED TELEVISION OUTLET. RECESSED IF JUNCTION BOX WITH SINGLE -GANG MUD -RING AND ESSED SINGLE GANG J FLOOR SINGLE -GANG CONCRETE RATED : Tj UNCTIONBox wITH"BOX AT -18 AFF U "BLANK PLATE AT. _18 A SINGLE. HI ON. PROVFF LION. PROV �' NGED DOOR IDE 4 C., IDE 4C -WITH BRASS C TOOVERPLATE. P ABOVE . PROVIDE CEILING, F -TYPE CO PULLSTRING TO AB CONNECTOR OVE ACCESSIBLE CEILING... R WITH COVERPLATE AND ''4 C WIT . H PULLSTRING TO ABOVE ACCESSIBLE CEILING. (I)RG---!6 TO _ O EXISTING TTB. LIGHT G 1-I T FIXTURE SCHEDULE LAMP MARK MANUFACTURER CATALOG NUMBER QTY STOCK.. NUMBER DESCRIPTION MOUNTING REMARKS LIGHTING FIXTURE REMARKS: 1. UL LISTED LIGHT FIXTURE FOR 'DAMP LOCATIONS. - N 4. ALL FIXTURES OF THE SAME': STYLE MUST BE .FROM - THE SAME MANUFACTURER. 2. UL LISTED LIGHT FIXTURE FOR WET LOCATIONS. ACTURER. 5. EQUAL , FIXTURES WILL BE CONSIDERED WITH S �' ALL TYPES MU AMPL._ FIXTURE SUBMITTED FOR P 3. ST BE REPRESENTED BY THE SAM PRIOR APPROVAL. E REPRESENTATIVE. LIGHTING SYMBOLS �) 8' OR 4' LENGTH FLUORESCENT FIXTURE. 8 OR 4 EMERGENCY POWER LENGTH EMERGENCY FLUORESCENT FIXTURE. - R NIGHT LIGHT- FIXTURE: (UNSWITCHED CIRCUIT) 0 d 2X2. OR 2X4 FLUORESCENT TROFFER. ,F 2X2 OR 2X4 EMERGENCY FLUORESCENT TROFFER. pm a e2 RELOCATED FIXTURE. 15 (� 2X2 METAL HALIDE. HIGH BAY _FIXTURE.� SZ TRACK WITH ADJUSTABLE LIGHTING FIXTURES. -. P EXAMPLE SHOWS TRACK TYPE 'P', FIXTURE 'P', 2X2 METAL HALIDE ;HIGH BAY FIXTURE ON NORMAL ,POWER CIRCUIT 15. WITHU R Q A TZ LAMP ON EMERGENCY POWER. WALL MOUNTED BATTERY PACK EMERGENCY LIGHT. 1 -=e -i 8 OR 4 LENGTH SURFACE STRIP FLUORESCENT FIXTURE. _ INCANDESCENT OR FLUORESCENT PL DOWNLIGH HIGH BAY LIGHT T/HID F --0--L 1--19-.. 8' OR 4' LENGTH SURFACE STRIP EMERGENCY FLUORESCENT FIXTURE. EXIT LIGHT (SHADED QUADRANTS INDICATES. FA CE, _ ® ® NORMAL POWER NIGHT LIGHT FIXTURE. STEM INDICATES (WALL MOUNTING). (UNSWITCHED CIRCUIT) SPOT LIGHT ARROW ROW INDICATES AIMING DIRECTION TYPICAL FIXTURE` NOMENCLATURE: C� WALL MOUNTED � LIGHT. FIXTURE .(STEM INDICATES A -+ FIXTURE TYPE DESIGNATIONRE SEE FIXTURE SCHEDULE) WALL MOUNTING). { XT ABBREVIATION LIST (NOT ALL. ABBREVIATIONS LISTED . MAY BE USED ON THIS PROJECT). A AMP EF EXHAUST FAN KW KILOWATT PVC POLYVINYL CHLORIDE AF AMP FRAME ELEC ELECTRICAL /ELECTRIC KWH KILOWATT 'HOUR PWR POWER AFC AVAILABLE FAULT CURRENT FIRE ALARM L FA TG LIGHTING RCPT RECEPTACLE AMPERES INTERRUPTING CAPACITY AIC FRCP FIRE ALARM CONTROL PANEL.:. LTS LIGHTS RGS RIGID GALVANIZED STEEL . AFF ABOVE FINISHED FLOOR FLUOR FLUORESCENT MCB MAIN CIRCUIT BREAKER` SF SUPPLY FAN ADA AMERICAN DISABILITIES ACT G GND GROUND MCC MOTOR CONTROL CENTER SH SHIELDED AT AMP TRIP GEN GENERATOR MDP ` MAIN DISTRIBUTION PANEL SPDT SINGLE POLE, DOUBLE THROW. ATS AUTOMATIC TRANSFER SWITCH GFI, GFCI GROUND FAU1:f (CIRCUIT) MH METAL HALIDE OR MANHOLE- AMERICAN WIRE GAUGE ) SPST SINGLE POLE, SINGLE THROW AWG INTERRUPTER AS APPLICABLE SRAIC SERIES RATED AMPERES BRKR BREAKER HH HANDHOLE MLO MAIN LUG ONLY INTERRUPTING CAPACITY C CONDUIT OR CONDUCTOR- HID HIGH INTENSITY DISCHARGE N NEUTRAL SW SWITCH AS APPLICABLE HOA NEC NATIONAL ELECTRICAL CODE CB CIRCUIT BREAKER HP HAND /OFF /AUTO TELE TELEPHONE CIRCUIT HORSEPOWER NF NON FUSED TTB TELEPHONE TERMINAL BOARD CKT HPS HIGH PRESSURE SODIUM NEPA NATIONAL FIRE PROTECTION ASSOCIATION UG UNDERGROUND CLG CEILING HWH HOT WATER' HEATER NL NIGHT LIGHT (UNSWITCHED CKT.) UPS UNINTERRUPTABLE POWER SUPPLY CO CONDUIT ONLY IG.- ISOLATED GROUND P POLE LION ;UNLESS OTHERWISE NOTED CPT CONTROL POWER TRANSFORMER INCAN INCANDESCENT PB PUL! BOX V VOLT DTTS DOUBLE THROW TRANSFER SWITCH JB JUNCTION BOX PH PHASE. W WATTS EC EMPTY CONDUIT KCM THOUSAND CIRCULAR MILS PNL PANE! WP WEATHERPROOF KVA KILOVOLT - AMPERE XFMR TRANSFORMER y F r W :! : I } , i r k ! a t � .i , :r { t 9:11 ., , • t r: : ( t i I m j E .3 } I I 4 ti i 1'• CL } 2 NAT'1 DEVELt SA1 I I I 1 l n. 4 Disco SWITCH; --•-�-- f H. 1.3 ANL 'PL2 ! O ! i ! i ! i i ! ! - i� � r ■ �r.-� � r ■ r • ice. •�+...� �.r � .. ... y . . . .. . �� / _I o I��._ 9Al', , i i �b , SA i o .. u\ � I, 6 1 6G '�"C- P LL #, 'O. , L `"l I 6 8 i •.1 d I: 1 i i F iI I SMLLII } !,61 t` _------- __ ; 1 , E :1. : ti NAT'1 DEVELt SA1 I I I 1 l n. 4 Disco SWITCH; --•-�-- f H. 1.3 ANL 'PL2 ! O ! i ! i ! i i ! ! - i� � r ■ �r.-� � r ■ r • ice. •�+...� �.r � .. ... y . . . .. . �� / _I o I��._ 9Al', , i i �b , SA i o .. u\ � I, 6 1 6G '�"C- P LL #, 'O. , L `"l I 6 8 i •.1 d I: 1 i i F iI I SMLLII } !,61 t` _------- __ , E :1. : ti PLAN NOTES: 2 S.6 1O COORDINATE UTILITY TRANSFORMER INSTALLATION REQUIREMENTS WITH THE LOCAL ELECTRIC UTILITY REPRESENTATIVE PRIOR TO BIDDING. ANY ADDITIONAL FEES RELATED TO ELECTRICAL SERVICE INSTALLATION SHALL BE INCLUDED AS PART OF THE FINAL BIDD PACKAGE. Plho :. CONCRETE PULL BOX 16"X24"X12H WITH BOLT CONCRETE COVER EQUAL TO BROOKS SERIES F8X " 1624. COVER SHALL BE MARKED "LIGHTING". PROVIDE 24" SLACK CONDUCTORS IN PULL. BOX. REFER TO DWG E3.1, DETAIL 4. `"`����Cnpyrlght2UQ4 CONCRETE PULL BOX 13"X24" WITH CONCRETE COVER EQUAL TO BROOKS SERIES 1818-0017. LiCenBeNQ. COVER SHALL BE MARKED "LIGHTING". PROVIDE 24" SLACK CONDUCTORS IN PULL BOX: REFER TO DWG E3.1, DETAIL 4. i3ia8aotl AIERtl{ht8 2888ruetb:YYap►dw 4 REFER TO DWG E3.1 FOR ELECTRICAL RISER DIAGRAM AND FOR PANEL SCHEDULES INFORMATION AND RATINGS. OPROVIDE 3-120V, 20A CIRCUITS TO SIGN LIGHT VIA 30A, NON-FUSED, NEMA 3R, DISCONNECT SWITCH, FIELD VERIFY FINAL SIGN ELECTRICAL REQUIREMENTS WITH SIGN VENDOR. �. . ENC `; consultin ..Q Soutlikell, >?:407 8382381 www.112ilan=F Certificate of Au PARKING LOT LIGHT FIXTURE DESCRIPTION: TYPE 'SA1' 40OW METAL HALIDE MFG# SPAULDING: PFM/A/H40A4/F/Q/DB/F2 SINGLE HEAD, DARK BRONZE, ARM/S/12/2-SA—SGL—D; TYPE 4 WIDE BEAM DISTRIBUTION, 208V, SINGLE PHASE POST TOP SLIP FITTER FOR ONE FIXTURE; MOUNTING HEIGHT 25 FT. TYPE 'SA2' 40OW METAL HALIDE MFG# SPAULDING: PFM/A/H40/V4/F/Q/DB/F2/L; TWIN .HEAD, DARK BRONZE, ARM/S/12/2—SA—D180; TYPE 4. WIDE BEAM DISTRIBUTfiON, 208V, SINGLE PHASE: POST TOP SLIP FITTER FOR TWO FIXTURES .AT 180', = MOUNTING HEIGHT 25 FT. NAT'1 DEVELt SA1 I I I 1 l n. 4 Disco SWITCH; --•-�-- f H. 1.3 ANL 'PL2 ! 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