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Item #02 Approval of the Final Site Plan for Innovation Montessori Ocoee Phase 2AGENDA ITEM COVER SHEET Meeting Date: May 2, 2017 Item # Reviewed By: Contact Name: Mike Runner, City PtMr Department Director: Contact Number: 407-905-3157 City Manager: Large Scale Final Site Plan Project # LS-2016-009 Commission District # t —John Grogan BACKGROUND SUMMARY: The subject property is located on the west side of N Lakewood Ave, 575 feet south of Fullers Cross Rd and 1,555 feet north of Wurst Rd. The overall parcel is 17.6 acres in size. The Parcel Identification Number is 07- 22-28-0000-00-054. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Rural A-1 (Orange Count Agricultural and Single -Family East Rural A-1 (Orange Count Single -Family South Rural A (Orange Count Agricultural and Single -Family West LDR (Low Density Residential) PUD Residential (Eagle Creek Subdivision Vacant Parcel ISSUE: Should the Honorable Mayor and City Commissioners approve the Large Scale Final Site Plan for Innovation Montessori School Phase 2, an 800 student Pre-K-8" grade charter school on N Lakewood Ave? DISCUSSION: The proposed Innovation Montessori School Phase 2 site plan provides for the completion of the two -phased development. Phase 1 consisted of a small scale site plan for a one-story 8,390 square foot Pre - Kindergarten & Kindergarten School. The Phase 1 development also includes the master stormwater pond and two entrances on N Lakewood Ave. The parcel is heavily wooded and contains 4.57 acres of wetlands. Phase 2 will consist of a one-story multi -function building and two-story 15` — 8In grade building for a combined total 43,459i sq. ft. An Additional outdoor classroom and environmental playground will be provided for as well. As discussed earlier, stormwater retention will be located on the west side of the property which will be constructed under Phase 1. The stormwater retention area is permitted by SJRWMD (District Water Management) as an irrigation pond. The District Water Authority has requested the applicant use the pond to irrigate the property to allow the water to seep into the ground to recharge the aquifer. Additional irrigation will be provided by a well and will transfer over to a reclaimed system once reclaimed is available. The access points to the site will be provided via two entrances on N Lakewood Ave. A left turn lane and right deceleration lane will be installed in Phase 2. A six (6) foot sidewalk is being constructed along the front of the property. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on April 3, 2017, and reviewed the Large Scale Final Site Plan. Discussion on the location of the six (6) foot sidewalk within and outside of the right-of-way and type and ownership of utility lines was made. The sidewalk proposed to be located mostly within the right-of-way except in a few locations where trees are present. Where the sidewalk crosses the applicant's property, an easement and ownership rights to the City will be granted. Also, moving the edge of sidewalk to at least a foot or two past the edge of Swale was discussed. Staff also discussed portions of the water lines running through the property and the ability to reduce costs and have full ownership. After the discussions, the Development Review Committee voted to recommend approval subject to the following conditions: 1. All outstanding corrections be made. 2. The onsite utility lines plan shall be revised to show private lines. 3. The sidewalk easement and language requiring City of Ocoee maintenance needs to be approved by staff. 4. The edge of sidewalk moving one -to two feet away from the edge of road side Swale. PLANNING AND ZONING RECOMMENDATION: The Planning and Zoning Commission met on April 11, 2017, and unanimously recommended the City Commission approve the Large Scale Final Site plan. Staff recommends that the Honorable Mayor and City Commission approve the Large Scale Final Site Plan for Innovation Montessori School Phase 2, subject to completion of the outstanding comments. Attachments: Location Map; Aerial; Large Scale Final Ste Plan for Innovation Montessori School Phase 2, Dated N11212017 Financial Impact: None Type of Item: p Public Hearing F Clerk' D ❑ Ordinance First Reading Ul Consent Agenda ❑ Ordinance First Reading [ ] Public Hearing ❑ esolution ❑ Regular Agenda L7 Commission Approval ❑ Discussion & Direction [ ] Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney ❑ N/A Reviewed by Finance Dept. ❑ N/A Reviewed by ( ) ❑ N/A Location Map Innovation Montessori School a� L d Full rs o FF FFTIF ELM e 3 - Y y. X Fullers Crosg J }v - A r Harris - 4 r ,rt r m M - r 02th C OWNER BUILDING HOPE LAKEWOOD AVENUE, LLC, (FORMERLY) GREENACCESS WINTERGARDEN, LLC, A FLORIDA LIMITED LIABILITY COMPANY 910 17TH STREET NW, SUITE 1100 WASHINGTON DC, DC 20006 APPLICANT CPH, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 ATTN.: AARON MOORE EMAIL: amoore@cphcorp.com PHONE: (407) 322-6841 FAX: (407) 330-0639 LEGAL COUNSEL EDWARDS COHEN 200 WEST FORSYTH STREET, SUITE 1300 JACKSONVILLE, FLORIDA 32202 ATTN.: DAVID COHEN, ESQ. EMAIL: dcohen@edcolaw.com PHONE: (904) 633-7979 FAX: (904) 633-9026 Inn(Dvab"(Dr-1 mc)ntC'5'5c)rj City of Ocoee, Orange County, Florida (DC(DCC "LARGE SCALE FINAL SITE PLAN FOR PHASE 2 CITY OF OCOEE, ORANGE COUNTY, FLORIDA PARCEL ID: 07-22-28-0000-00-079; 07-22-28-0000-00-054; 07-22-28-0000-00-101 LAND PLANNING & ENGINEERING CPH, INC. 1117 EAST ROBINSON STREET ORLANDO, FLORIDA 32801 ATTN.: JAVIER E. OMANA, CNU-a EMAIL: jomana@cphcorp.com PHONE: (407) 425-0452 FAX: (407) 648-1036 CPH, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 ATTN.: LEOPOLDO J, AYALA, PE EMAIL: layala@cphcorp. com PHONE: (407) 322-6841 FAX: (407) 330-0639 ENVIRONMENTAL SCIENTIST & TRAFFIC ENGINEERING CPH, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 ATTN.: AARON MOORE EMAIL: amoore@cphcorp.com PHONE: (407) 322-6841 FAX: (407) 330-0639 CPH, INC. 5601 MARINER STREET, SUITE 105 TAMPA, FLORIDA 33609 ATTN.: SANDRA GORMAN EMAIL: sgorman@cphcorp.com PHONE: (813) 288-0233 FAX: (813) 288-0433 SURVEYOR & LANDSCAPE CPH, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 ATTN.: TOM GALLOWAY EMAIL: tgalloway@cphcorp.com PHONE: (407) 322-6841 FAX: (407) 330-0639 ARCHITECT ZYSCOVICH ARCHITECTS 941 WEST MORSE BOULEVARD, SUITE 135 WINTER PARK, FLORIDA 32789 ATTN.: MICHAEL EHRLIG EMAIL: michael@zyscovich.com PHONE: (407) 372-5222 CPH, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 ATTN.: JAMES K. WINTER, RLA EMAIL: jwinter@cphcorp.com PHONE: (407) 322-6841 FAX: (407) 330-0639 VICINITY MAP T' = 8D0't ORANGE COUNTY, FLORIDA SECTION 7-TOWNSHIP 22 SOUTH -RANGE 28 EAST LEGAL DESCRIPTION SHEET INDEX C0.1 COVER SHEET 1 OF 5 BOUNDARY AND TOPOGRAPHIC SURVEY 2 OF 5 BOUNDARY AND TOPOGRAPHIC SURVEY 3 OF 5 BOUNDARY AND TOPOGRAPHIC SURVEY 4 OF 5 BOUNDARY AND TOPOGRAPHIC SURVEY 5 OF 5 BOUNDARY AND TOPOGRAPHIC SURVEY N C0.2 GENERAL NOTES SHEET C0.3 GENERAL NOTES SHEET © C0.4 GENERAL NOTES SHEET AND CONDITIONS OF APPROVAL C1.2 STORMWATER POLLUTION PREVENTION PLAN C1.3 DEMOLITION PLAN C1.4 OVERALL SITE PLAN C1.5 SITE DIMENSION PLAN C1.6 GRADING AND DRAINAGE PLAN C1.7 COMPOSITE UTILITY PLAN C1.8 SECTIONS SHEET C1.9 SECTIONS SHEET C4.1 ENLARGED GRADING AND DRAINAGE PLAN C5.1 GENERAL DETAILS C5.2 CITY OF OCOEE DETAILS C5.3 CITY OF OCOEE DETAILS C5.4 CITY OF OCOEE DETAILS LS.1 LANDSCAPE PLAN LS.2 LANDSCAPE PLAN LS.3 LANDSCAPE NOTES AND DETAILS TRPA TREE RETENTION PLAN TRP.2 TREE RETENTION PLAN IR-1 IRRIGATION PLAN POND PUMP STATION IR-2 IRRIGATION PLAN WELL AND PUMP STATION IR-3 IRRIGATION SCHEDULE AND NOTES IR-4 IRRIGATION DETAILS AND NOTES IR-5 IRRIGATION DETAILS ALL THAT CERTAIN PIECE, PARCEL OR TRACT SITUATE, LYING AND BEING IN THE COUNTY OF ORANGE AND STATE OF FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCELI: THE SOUTH 112 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, (LESS THE SOUTH 330 FEET THEREOF AND LESS THE EAST 30 FEET THEREOF FOR ROAD). ALSO: PARCEL2: THE SOUTH 330 FEET OF THE NE 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, (LESS THE EAST 30 FEET THEREOF FOR ROAD). 'NOTICE' THE SIZE OF THESE PLANS MAY HAVE BEEN SLIGHTLY ALTERED BY REPRODUCTION PROCESSES, THIS MUST BE CONSIDERED WHEN SCALING ANY REPRODUCED PLANS EOPOLDO J. A A P.E. FOR THE PURPOSE OF COLLECTING DATA. FL P.E. No. 55524 Always call 81.i two full business days before you dig [so nshine10W-01" w m.sunsWne811.cnm 19 Innovation Montessori Ocoee BOUNDARY & TOPOGRAPHIC SURVEY ALSO BEING AN (ALTA/NSPS LAND TITLE SURVEY) FOR BUILDING HOPE PARKSIDE FOUNDATION AT 1610 & 1614 N LAKEWOOD AVENUE LYING IN SECTION 7-TOWNSHIP 22 SOUTH -RANGE 28 EAST ORANGE COUNTY, FLORIDA SCHEDULE B-SECTION II PER FIDELITY NATIONAL TITLE INSURANCE COMPANY ORDER NO.: 5856356 EFFECTIVE DATE JUNE 09 2016 AT 5:00 P.M. O Terms, conditions and provisions of Easement to FLORIDA POWER CORPORATION as filed January 5, 1973 in Official Records Book 2335, page 521 of the public records or Orange county, Florida. (AFFECTS THE SIZE AS SHOW) 7O. The Interest, if any, of Jose Percy in Parcel 2 by reason of deed in Official Records Book 5811, page 3467 with recitation of Incorrect legal and by reason of possession and return for taxes. (BLANKET IN NATURE) Abbreviation Leaend. (A) — ACTUAL MH A/C ACSM — AIR CONDITIONER — AMERICAN CONGRESS ON SURVEYING & MAPPING MLP MPH ADA ALTA — AMERICANS WITH DISABILITIES ACT — AMERICAN LAND 1TLE ASSOCIATION MPP N/A APPROX — APPROXIMATE NAVD ARV AVE — AIR RELEASE VALVE — AVENUE NAD NG AVG — AVERAGE NGS (BB) — BEARING BASIS NGVD BFP BLK — BACK FLOW PREVENTER — BLOCK N & D NO. BLDG — BUILDING NR BLVD — BOULEVARD NSPS BM 80C — BENCH MARK — BACK OF CURB NT BOW — BACK OF WALK NTS BSL BWF — BUILDING SETBACK LINE — BARBED HIRE FENCE DO ORB C—X — DENOTES SHEET NUMBERING FOR ENGINEERING PLANS OR CC) CAN — CHO DLA7ED — CABLE TELEVISION RISER OTL (P) CB — CHORD BEARING PB CBS C.C.R. — CONCRETE BLOCK STRUCTURE — CERTIFIED CORNER RECORD PC PCC C&G — CURB & GUTTER PCP Cl — CATCH INLET PFF CA CLF — CENTERUNE — CHAIN LINK FENCE PCs CM CMP — CONCRETE MONUMENT — CORRUGATED METAL PIPE PI CO CONC — CLEANOUT — CONCRETE PPIV K POB CDR CRPP CUE — CORNER — CORRUGATED PLASTIC PIPE — COUNTY UTILITY EASEMENT POC POL PP CWS A — CROSSWALK SIGNAL — DELTA PRC PRM (0) — DESCRIPTION PSM DB DBH — DEED BOOK — DIAMETER AT BREAST HEIGHT IN INCHES PT PVC DE — DRAINAGE EASEMENT P`MT DEPT DIP — DEPARTMENT — DUCTILE IRON PIPE R2BE R DR — DRIVE RAD D/U — DRAINAGE AND U11LITY EASEMENT RCP REC (E) — ENGINEERING PLAN REV EJB — ELECTRIC JUNCTION BOX RP EL — UNDERGROUND ELECTRICAL LINES R/W ELEC ELEV — ELECTRIC — ELEVATION RLS RP ELUP — ELLIPTICAL RWL E01 — END OF INFORMATION RWM EDP FB — EDGE OF PAVEMENT — FIELD BOOK SE SEC 7 FOOT — FLORIDA DEPARTMENT OF TRANSPORTATION SMH FF FGI — FINISH FLOOR — FLAT GRATE INLET (S ) FGLP — FIBERGLASS LIGHT POLE SQ FHYD — FIRE HYDRANT SQ FT FM FND — FORCE MAIN — FOUND ST STMH FP&L — FLORIDA POWER AND LIGHT S/W FS (G) — FLORIDA STATUTES — GRID (STATE PLANE) Ta T22S GL GOV'T — UNDERGROUND GAS LINES — GOVERNMENT TELE TL ME! GPR — GROUND PENETRATING RADAR TOE GTMH — GREASE TRAP MANHOLE TR HOPE HWF — HIGH DENSITY POLYETHYLENE PIPE — HOG WIRE FENCE TRANS TSB ID — IDENTIFICATION TSSP ICV — IRRIGATION CONTROL VALVE M INFO INV — INVERTAl10N T) IP — IRON PIPE UE IP&C — IRON PIPE & CAP LINK IR IR&C — IRON ROD — IRON REBAR & CAP Un- W/ IRR L — IRRIGATION — ARC LENGTH WL VLP LB# LP — LICENSED BUSINESS NUMBER — LIGHT POLE WM WF (M) — MEASURED MB Max MES — MAP BOOK — MAILBOX — MITERED END SECTION W'P WV — MANHOLE — METAL LIGHT POLE — MILES PER HOUR — METAL POWER POLE — NOT APPLICABLE — NORTH AMERICAN VERTICAL DATUM — NORTH AMERICAN DATUM — NATURAL GROUND — NATIONAL GEODETIC SURVEY — NATIONAL GEODETIC VERTICAL DATUM — NAIL AND DISK — NUMBER — NON —RADIAL — NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS — NON —TANGENT — NOT TO SCALE — OUTSIDE DIAMETER — OFFICIAL RECORDS BOOK — OFFICIAL RECORDS — OVERHEAD UTILITY LINES — OVERHEAD TRAFFIC LINES — PLAT — PLAT BOOK — POINT OF CURVATURE — POINT OF COMPOUND CURVATURE — PERMANENT CONTROL POINT — PROPOSED FINISHED FLOOR — PAGE — PAGES — POINT OF INTERSECTION — POST INDICATOR VALVE — PARKER KAYLON — POINT OF BEGINNING — POINT OF COMMENCEMENT — POINT ON LINE — POWER POLE — POINT OF REVERSE CURVATURE — PERMANENT REFERENCE MONUMENT — PROFESSIONAL SURVEYOR & MAPPER — POINT OF TANGENCY — POLYVINYL CHLORIDE PIPE — PAVEMENT — RANGE 28 EAST — RADIUS — RADIAL — REINFORCED CONCRETE PIPE — RECOVERED — REVISION — RADIUS POINT — RIGHT—OF—WAY — REGISTERED LAND SURVEYOR — RADIUS POINT — UNDERGROUND RECLAIM WATER LINE — RECLAIMED WATER METER — SPECIAL EASEMENT — SECTION 7 — SANITARY SEWER MANHOLE — STATE PLANE — SQUARE — SQUARE FEET — STREET — STORM DRAINAGE MANHOLE — SIDEWALK — TANGENT BEARING — TOWNSHIP 22 SOU1H — TELEPHONE — OVERHEAD TRAFFIC SIGNAL LINES — TOP OF BANK — TOE OF SLOPE — TELEPHONE RISER — TRANSFORMER — TRAFFIC SIGNAL BOX — TRAFFIC SIGNAL SUPPORT POLE — UNDERGROUND CABLE TV LINES — TYPICAL — UTILITY EASEMENT — UNKNOWN — UNDERGROUND TELEPHONE LINES — WITH — UNDERGROUND WATER LINE — WOOD UGHT POLE — WATER METER — WORK PROGRAM — WOOD POST FENCE — WOOD POWER POLE — WATER VALVE Line Legend: NOT TO SCALE —t— — = 1 FOOT CONTOURS --6— — = 5 FOOT CONTOURS — — — — — — = ADJOINER PROPERTY LINES —x—x— = BARBED WIRE FENCE — $ = BROKEN LINE — uc — = BURIED CABLE — ucry — = BURIED CABLE TELEVISION — uE — = BURIED ELECTRIC uro — = BURIED FIBER OPTICS us — = BURIED GAS URW — = BURIED RECLAIMED WATER LINE UN — = BURIED SANITARY LINES n — = BURIED SANITARY SEWER FORCE MAIN LINE To = BURIED TRAFFIC CONTROL or = BURIED TELEPHONE LINE = BURIED WATER LINES ------- = CENTER LINE R/W 0 o— = CHAIN LINK FENCE = EASEMENT LINES (EXISTING) -------'— = EASEMENT LINES (PROPOSED) — rar — = EDGE OF WATER LINES = EXISTING DRAINAGE PIPES = EXISTING DRAINAGE PIPES (OUTFALL NOT LOCATED) —n— = FIRE WATER MAIN LINES wr — = HOT WATER SUPPLY LINES — = IRRIGATION LINES — 07L — = OVERHEAD TRAFFIC LINES am — = OVERHEAD UTILITY LINES = RAILROAD TRACKS = RIGHT—OF-WAY LINES = SECTION LINES o = STONE WALL LINES — rm — = TOP OF BANK LINES — rcE — = TOE OF SLOPE LINES • �A.LI.J�I • = TREE LINES — nuv — = TRAVERSE LINES — uW — = UNKNOWN BURIED LINES VINYL FENCE WOOD FENCE = WETLAND LINE Legal Description: Per Title Order 5856356 ALL THAT CERTAIN PIECE, PARCEL OR TRACT SITUATE, LYING AND BEING IN THE COUNTY OF ORANGE AND STATE OF FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL 1: THE SOUTH 1/2 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, (LESS THE SOUTH 330 FEET THEREOF AND LESS THE EAST 30 FEET THEREOF FOR ROAD). ALSO: PARCEL 2: THE SOUTH 330 FEET OF THE NE 1/0, OF THE NE 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, (LESS THE EAST 30 FEET THEREOF FOR ROAD). Index of Sheets 1 ALTA/NSPS LAND TITLE SURVEY (COVER SHEET) 2 ALTA/NSPS LAND TITLE SURVEY (BOUNDARY SURVEY) 3 ALTA/NSPS LAND TITLE SURVEY (TOPOGRAPHIC SURVEY) 4 ALTA/NSPS LAND TITLE SURVEY (TREE LOCATION) Symbol Legend: NOT TO SCALE M — AIR RELEASE VALVE z� — PARKING SPACES (2) — BORING HOLE LOCATION A — REVISION NUMBER (3) —BRICK PAVERS M — RECLAIMED WATER METER —CABLE TV RISER pd — RECLAIMED WATER VALVE A — CENTRAL ANGLE 09 — ROOF DRAIN — CONCRETE ® — SANITARY SEWER MANHOLE p — CLEAN OUT — SANITARY SEWER VALVE p — CONCRETE MITERED END SECTION ® — SCHEDULE 8 ITEM NUMBER (8) CONCRETE RIP RAP � —GROUND LIGHT N — CONCRETE UTILITY POLE xx —SECTION CORNER ® — COUNTY ROAD SYMBOL DUAL SUPPORT III — e X e CM LB #7143 — SIGN V — ELECTRICAL MANHOLE O — 5/8' IR&C LB #7143 0 — ELECTRICAL JUNCTION BOX --9— — SIGN m — ELECTRIC OUTLET — SITE BENCH MARK E —ELECTRIC RISER OI ® — STORM SEWER MANHOLE — FIRE HYDRANT J — STRIPING (DIRECTIONAL) FLOOD LIGHT u — TELEPHONE CABLE RISER — FOUND CONCRETE MONUMENT (AS NOTED) ® — TELEPHONE MANHOLE Q — FOUND IRON PIPE (AS NOTED) 0 — TELEPHONE JUNC11ON BOX A — TEST HOLE Q — FOUND IRON REBAR (AS NOTED) m — TRAFFIC SIGNAL BOX N — FOUND/SET NAIL (AS NOTED) ® — TRAFFIC SIGNAL SUPPORT POLE ® — GARBAGE CAN m — WATER METER — GAS VALVE YF§ — WATER SERVICE — GOPHER TORTOISE HOLE — WATER SPIGOT —GRATE INLET WE — WATER SPRINKLER Q — GREASE TRAP MANHOLE — WATER VALVE E— — GUY ANCHOR ® _ WELL Uly — HANDICAP PARKING SPACE A — WETLAND FLAG ® — INTERSTATE SYMBOL �o� — WOOD UTILITY POLE pq — IRRIGATION CONTROL VALVE @ — UNKNOWN MANHOLE ]* — CONCRETE LIGHT POLE — CONCRETE PAVERS 1ti'I —LIGHT POLE �;,4 — DETECTABLE WARNING AREA 060 — LIGHT POLE (DUAL) — CONCRETE LIGHT POLE (DUAL) Dr� — LIGHT POLE (TRIPLE) -r — CONCRETE LIGHT POLE (TRIPLE) `R — LIGHT POLE (QUAD) o�c — CONCRETE LIGHT POLE (WAD) e..<— MAILBOX 0 — UNKNOWN RISER Aiw —MONITOR WELLS VENT (AS NOTED) — NAIL & DISC (AS NOTED) Q _ WIRE HEIGHTS (SEE CHART) PBX PULL BOX (AS NOTED) ❑ <> —CROSSWALK SIGNAL POLE [®] — GAS MARKER — UNKNOWN VALVE — FIBER OPTIC MARKER j� — WATER LINE MARKER Axafcronrc Maficrinf 1) RIGHT OF WAY MAP ORLANDO—ORANGE COUNTY EXPRESSWAY AUTHORITY. PROJECT NO. 75320-6460-603/603 DATED 10/9/97 Sign Legend. NOT TO SCALE (R1) ROW NUMBER SIGN (9) BUS STOP SIGN (DE) DEAD END SIGN (DNE) —a— DO NOT ENTER SIGN (R5-1) HC —v— HANDICAP SIGN (HC) DUAL HANDICAP SIGN (INFO) — INFORMATION SIGN (KR) — KEEP RIGHT SIGN (LTC) — LEFT TURN ONLY (ME) — MEDIAN SIGN (ND) — NO DUMPING SIGN (NL) — NO LEFT TURN SIGN (R3-2) (NU) — NO LITTERING SIGN (NO) —o— NO OUTLET SIGN (FL) —o-- NO PARKING FIRE LANE SIGN (NOR) — NO RIGHT TURN SIGN (R3-1) (NTT) —v— NO THRU TRAFFIC SIGN (NOT) —a— NO TRUCKS (R5-2) (NP) — NO PARKING SIGN (1W) —o— ONE WAY SIGN (R6-2) (PE) — PEDESTRIAN CROSSING SIGN (RTO) — RIGHT TURN ONLY (SL) — SPEED LIMIT SIGN (ST) — STOP SIGN (R1-1) (SS) —o•— STREET SIGN (TZ) — TOW AWAY ZONE SIGN (TE) ---o-- TRUCK ENTRANCE SIGN (U) — UNKNOWN SIGN N i Q7069 to I� b S g 3 w Survey Notes: 1. COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. 'ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.' 3. THE SITE BENCHMARKS FOR THIS TOPOGRAPHIC SURVEY ARE DISPLAYED ON THE RESPECTIVE SURVEY FILE. THESE BENCHMARKS ARE BASED ON A CLOSED VERTICAL CONTROL LOOP HAVING AN ACTUAL ERROR OF CLOSURE OF 0.012' WHICH MEETS THE ALLOWABLE CLOSURE OF 0.013'. THIS FIELDWORK WAS PERFORMED USING A TOPCON LEVEL MODEL / DL101—C AND REFERENCES THE FOLLOWING PUBLISHED BENCHMARKS AS ESTABLISHED BY THE NORTH AMERICAN VERTICAL DATUM OF 1908 (NAVD '88) AND SAID ELEVATIONS ARE BASED ON VERTICAL CONTROL BENCHMARKS SUPPLIED BY NGS DATA SHEETS PUBLISHED AT WWW.LABINS.ORG ALONG WITH ORANGE COUNTY BENCHMARKS AS FOLLOWS: a) DESIGNATION #AB5284, CONTROL DISK SET IN TOP OF CONCRETE MONUMENT. (NAVD '88) ELEVATION = 105.51 b) DESIGNATION "28003, SQUARE CUT IN SMALL HEADWALL (NAVD '88) ELEVATION = 107,406 SITE BENCHMARKS ARE AS SHOWN ON SHEET 3 OF 5. 4. THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH 5 OF 5. 5. THE LAST DAY FIELD WORK WAS PERFORMED WAS 12/11/15; ALL BOUNDARY CORNERS WERE RECOVERED OR SET AS NOTED HEREON. 6. THE `LEGAL DESCRIPTION" HEREON IS IN ACCORD WITH FIDELITY NATIONAL YITLE INSURANCE COMPANY, ORDER NO. 5856356, EFFECTIVE DATE JUNE 09, 2016 AT 5:00 PM., AND WAS PROVIDED BY THE CLIENT. 7. BEARINGS SHOWN HEREON ARE RELATIVE TO THE LINE BETWEEN THE TWO STATE PLANE CONTROL POINTS LISTED IN NOTE 15 BELOW, HAVING A BEARING OF S 89'45'01- E (SP) (SEE SHEET 2 OF 4 FOR DETAIL). B. HAVING CONSULTED THE NA71ONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL N0. 120179-0210—F REVISED DATE SEPTEMBER 25. 2009. THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, WHICH ARE AREAS DETERMINED TO BE OUTSIDE THE 0.2x ANNUAL CHANCE FLOODPLAIN. THIS DETERMINATION WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS. 9. THE APPARENT USE OF THE LAND, AS CLASSIFIED BY THE STANDARDS OF PRACTICE SET FORTH IN RULE CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO FS +72.027, ESTABLISHES THAT THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY MEET THE HORIZONTAL CONTROL ACCURACY OF V/10,000 FEET FOR A HIGH RISK SURVEY. THE MEASUREMENTS AND CALCULATIONS OF THE CLOSED GEOMETRIC FIGURES WERE FOUND TO MEET THIS ACCURACY REQUIREMENT. THE EQUIPMENT USED TO VERIFY THE HORIZONTAL CONTROL ON THE SUBJECT SURVEY WAS A TOPCON GPS HIPER PRO. 10. HORIZONTAL WELL —IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.05 (FT). THE EQUIPMENT USED TO LOCATE THE FEATURES WAS A TOPCON CPS HIPER PRO. 11. UNLESS OTHERWISE NOTED, ALL RECORD INFORMATION SHOWN HEREON IS BASED ON INFORMATION CONTAINED IN THE COMMITMENT FOR TITLE INSURANCE BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, ORDER NO. 5855356, EFFECTIVE DATE JLINE 09, 2016 AT 5:00 PM. AND WAS PROVIDED BY THE CLIENT. 12. NO UNDERGROUND UTILITIES, FOUNDA71ONS OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. 13. FENCES EXISTING ON, OVER OR ADJACENT TO SUBJECT PROPERTY, ARE DISPLAYED HEREON; OWNERSHIP WHETHER SINGULAR OR JOINT WAS NOT DETERMINED BY THIS SURVEY. 14. VERTICAL FEATURE ACCURACY: 'ELEVATIONS OF WELL —IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0.05 (FT).' 15. STATE PLANE INFORMA11ON SHOWN HEREON IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990) USING CONTROL POINTS FROM THE NGS DATA SHEETS PUBLISHED AT WWW.LABINS.ORG AND ARE AS FOLLOWS: a) DESIGNATION # GIS O472 CAS 1, PID #AK7045 = N 1,571,043.71 FEET, E 508,729.40 FEET b) DESIGNATION # GIS O478 AWSON, PID #AK7149 = N 1,571,170.99 FEET, E 479,553.12 FEET THE EQUIPMENT USED TO TRANSFER THE STATE PLANE INFORMATION FROM THE ABOVE REFERENCED CONTROL POINTS TO THE SUBJECT SURVEY WAS A TOPCON GPS HIPER PRO. 16. THE DISPLAYED LIMITS OF WETLANDS ARE BASED UPON THE FIELD LOCATION OF FLAGS OR STAKES SET BY CPH ENGINEERING ENVIRONMENTAL DEPARTMENT AND LOCATED BY THE SURVEYOR ON OCTOBER 03, 2016. 17. DIMENSIONS ARE SHOWN RELATIVE TO UNITED STATES STANDARD FEET AND DECIMALS THEREOF, UNLESS THE OBJECT SHOWN IS COMMONLY IDENTIFIED IN INCHES, I.E. TREE DIAMETER, PIPE DIAMETER, ETC. TREES DEPICTED ARE COMMON NAMES AND MEASURED AND LABELED AS DIAMETER AT BREAST HEIGHT IN INCHES. 18. THE UNDERGROUND UTWTIES DEPICTED BY PIPE UNETYPES ARE APPROXIMATE IN NATURE BASED UPON AN INSPECTION OF THE MANHOLE, GRATE, ETC. OF EACH FACILITY. EXISTING PIPES WERE NOT LAMPED OR REMOTELY VIEWED FOR DIRECTION, OBSTRUCTIONS OR CONNECTIVITY. 19. TREE SIZE (DIAMETER AS MEASURED IN INCHES AT BREAST HEIGHT), COMMON NAME, SPECIES, CONDITION, AND NOTATIONS OF THE TREES LISTED HEREON WERE FURNISHED TO THE SURVEYOR BY CPH, INC. ENVIRONMENTAL DEPARTMENT ARBORIST. SEE SHEET 4 OF4 FOR TREE LOCATIONS FOR SPECIFIC NUMBERED TREES. ALL OTHER TREES ARE AS NOTED BY SYMBOL AND SIZE Surveyor's Certification: CERTIFIED TO: BUILDING HOPE PARKSIDE FOUNDATION, CITY OF OCOEE, FLORIDA AND TO SHUFFIELD, LOWMAN & WLSON, P.A. This Is to certify that this map or plat and the survey on which it Is based were made In accordance with the 2016 Minimum Standard Detall Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and Includes Items 1-5, 7(a), 8, 13 and 18 of Table A thereof. The Held work was completed on October 14, 2016. Also I hereby certify that the attached 'ALTA/NSPS Land Title Surveyr of the hereon —described property Is true and correct to the best of my knowledge. Information and belief as surveyed in the field on October 14, 2016. 1 further certify that this 'Boundary & Topographic Survey" meets the standards of practice set forth In Rule Chapter 5J-17 of the Florida Administrative Code, pursuant to FS 472.027. (WL) --o— WEIGHT LIMIT SIGN NOTE: THIS "VEY Is NOT VALID WDIOUT SIEETS i Ttflolm s OF 4 ( '-O— WRONG WAY SIGN TmEBLOCxABeREvrnTIONS For the Firm By. YIELD SIGN E"s•=ENC (� �— r4URIac L.B.=LICENSED BuswESs COI.= CERTIFICATE OFAHIIIORD_ATION A,sh.-ARCHEECTHRAL 11 L..4LANDSCAPE wi=NOIAPPLICABLE U. =LICENSED Thomas J. Galloway Professional Surveyor and Mapper Florida Registration No. 6549 www.cphcorp.com A Full Service A & E Firm Engineers Landscape Architects MiEIP Planners Structural Surveyors Traffic I Transportation Development Coordination Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas m Zm m 3 d Q iv w •Q 5i (L U Q 0 CO � (L Survey Prepared By: CPH, Inc. 500 West Fulton St Sanford, Ft. 32TT1 Ph: 40T.322.6841 Licenses: Eng. C.O.A. No. 3216 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic, No, LC0000298 I - 0 O W y Z LIJ Cn =O t V Q =� N Z C) Q z 2 LU ?, (n a o 0 Q vv toU m Q W Sheet No. 1 of 5 PARCEL D / 07-22-25-DOOD-00-005 OWNER: PATRICIA AND ROBERT MCKEY ADDAEM tax PULLERS CROSS RD PARCEL D / 07-22-2S-0000-00-Oe9 OMER: ASSEMBLY OF PE...CNRCT f" JF Us CaIST N ADDRESS: 2324 F181FR5 COW RO e' WOOD PRIVACY FENCE 4 4' NO(; WINE FENCE 4' HOG WINE FENCE, o MET 2-10 END - N SY0Y20'0 260.72' SET S/e' NON ROD FENCE 11E k OAP LB 714E SOUTH 1.20' EAST ZaY <7 MEW WG1 WATER BUY - 110.96 4' BARBED Wig FENCE?' WET 2-9 NEST LNE CF THE NE I/4 .OF THE, HE 1/4. a SECTION 7 PARCEL D / 07-22-25-0000-OG-001 OV84M CHEVRON LAIN AND DEVELOPMENT CO AGGREsa 2290 FULLERS CROW RD WETL4102 CONTAINING 19S,550 SQUARE NET 2-7A " a FEET, 4.55 ACRES MORE OR LESS NET 2-7 ® m • ® SEE NOTE 1e SHEET 1 2-1 -1 NORTH LINE OF THE SOUTH 330 FEET 41 � •s fV Z _ • � a = a . � a . a = . a < � � . a •• .I SOUTH 330' NET 1-4 YET 4 4 J N WET NET • '' a '` CCNTA96NC 4R136 SQUARE FEET, Ole 1 ACRE MORE OR LESS •1NET 1-5 �4' BARBED WRE FENCE T WET 1-1 . WET 1-7 ZS423' . . ® WET 1-I s 1 N I1 7SW E 251 �N 85-&36" E N 8e7Y5e' E 43ZQ' 50ar _ FENCE TIE MO' WEILAND 1 LINE TABLE WEIWJD 2 LINE TABLE LINE BEARING LENGTH LINE BEARING LENGTH L11 N 0540'15' W 51.7W L7 S 6112'10' E 144.71' L12 N 11'88'Or E 117.98' LZ S Oamwoe E 97.30' / ' \ L13 N 84iY10' E 2079' LT 5 22'46'21' W 5514' / L14 5 0675Y3r E 43.41' L4 S e12Y5t' W 20.00' L5 S 55'IY35' W 75.70' / \ L15 5 1170'57' E ee.e9' Lis 5 005i19' W 37.72' L6 S 065Y59' W e590' CONTROL POINT \ P1. AN7149 L7 9 OORYIY W 11146' / N: 1,e71,17(k99' E 479,553.12.' LB I S 13.4Y'ST' E 57.19' CNGS / 19 S 14'OY3e IN I 2EL78' L10 5 29'01'02' W 94.86' I (BEARING BASIS) F— L 29175ea' I I 'l\ NGS CORTROL PONT PD AK7045 / \ NJ 1.".043.71' / E 50A729.40' / STATE PLl neJ. BASS NOT TOSCALE I 5' CHAIN UNK FIERCE N ES S 89°07'20" VN )I1257495' _ PARCEL1 THE SOUTH 1/2 OF THE HE 1/4 OF THE HE 1/4 OF SECTION 7-1225-IR2SE, LESS THE SOUTH 330 FEET A.LESS THE EAST 30 FEET FOR COUNTY ROAD PARCEL. D / 07-22-26-axN-o0 DROWNM -On ADE 1646 LA � AVE CONTAINING 349,03e SQUARE FEET, 501 ACRES MORE OR LESS -- 5 6e2S37' W 1261.70' _- OVERALL SITE=CONTAHNG 7MB53 SQUARE FEET, 17,5e ACRES MORE OR LESS TOTAL WETLANDS=CCNTAaNG 2DO,eBe SQUARE FEET. 4.75 ACES MORE OR LESS TOTAL UPIARDS=CLNTASBNG 55e,957 SQUARE FEET IZ53 ACRES MORE OR LESS O PARCEL 2 THE SOUTH 330 FEET OF THE NE 1/4 OF THE HE 1/4 OF SECTION 7-TY29-R25g LESS THE EAST 30 FEET FUR COUNTY ROAD PARCEL 1 0 / D7-22_28_0000-0010 (HCIESTEA L PCKIION) PARCEL D / 07-22-2H-0000JE -1Q (AQECRTURAL PO RR04N OS 151 JDSE PEADDRESS: 1610 N LAKEWOOD9.57 AC AVE ES CONTAINING 410,515 SQUARE FEET, 8.57 Apt6 MORE OR LESS BARBED WINE FENCE N 6e7Y58' E 1012.70' PARCEL D / C7-22-2e-0000-00-055 O*0h 1GTJtEIHi k SH9RLEY FllICT ADDRESS, IWO N LAKEWOOD AVE N 50 0 50 100 Graphic Scale in Feet I I N 59W49' E 256aeY I @ 5 7I le I NORTHEAST CORNER SECTION 7 ' NORTH 1/4 CORNER SECTION 7-T225-R7BEY FOUNo 3/4' IRON ROD NO IDENTIFICATION FOUND 1/2' IRON ROD IN WELL Box CCR 1066243 I xo IDERnnGTION COR / W6242 8 P� PARCEL ID 07-22-28-0000-Go-0i5 g OWNER: ISWEL SALGADO AND JOHN MO CRU ADDRESS me N LAKEWOOD AVE I I N 89'4e'1Y E 30.00' e' CHAIN " FENCE e' WOPRIVACY FENCE FOUND 2' IN PIPE 1 W No IDENTIFICATION 1 NORTH LINE OF THE OF THE HE 1/4 OF 4' GABBED WIRE FENCE i 4' CHAIN L9IX FENCE V 4556' — 4572' e3.9e 64.25' 10120' (4 N 8m 60.6I. 6523' �fffggq'MMMD 2' RON PINE fp pEN11FlGRON ''' ILLBWRI k 1.95' EASE `Ery' LNE O1/4 OF OTIONF NE 7-T225-R2BE U I I HARRIS RD ----------- I I (n I C 0 m I 4 m L n I RD I I R I 1 >E I� I `EAsr 3Di LESS MIT (D) I SOUTH L94E OF THE SOUTH 330 FEET ALSO BEING THE SOUTH LINE OF THE SOUTH 1/2 OF THE RE 1/4 OF THE HE 1/4 OF SECRON 7-T225-R28E L \ 2e1.24' N Se-&W E 777.46' / + / FOUND k CAP ILIEOBLE W / 30.00' 5248.49' (C) 1 I — ' S 6636'46' W - 11-AV SOUTHEAST / EAST 1/4 CORNER SECTION 7 T22S-Rr — PROPQRTY FOUND 3/4" NOt ROD 1 COPoRER / N4.00 CCR // 0 2TI41N \ / / WEST 1/4 CORNER SECTION 7-7225-R211E PER Po T OF WAY MAR OiLANDO-ORANGE AllCOUNTYEXPRESSWAY AUTHO6TY. PROECT No \ / 76320-64e0-60.7/6G3 DATER 10/9/97 RECORD P05m of Cm / D616e95 FP AM OET NOT TC SCALE NOTE: 7M SWEY CS HOT VAM IIITH= OWS 1 1HRO M 5 OF 4 TITLE RLOCKABOREI7AT70MS Eng.=EFrGINEEXWG LII.=LICENSED 1115MFS5 C.O.A.=CERRTIFICATE OFALITHORIZATION And: ARCHnEC1URAL L—,N,p.=LANDSCAPE N/A=NOTAPPLICARLE LUn =LICENSED ' N—NUARRER P.O.=POSTOFFICE c=COPYRIGHT www.cphcorp.com A Full Service A & E Firm Architects Engineers Landscape Architects MIE/P Planners Structural Surveyors Traffic I Transportation Development Coordination Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas Ra a o U II N> O at c m e m Z at Is 4 L`0L rwo a m Survey Prepared By; CPH, Inc. 500 West Fulton St. Sanford, F1. 32T71 Ph: 407.322.6941 Licenses: Eng. c'OA. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic• No. LC0000298 `O Z� U Lj� Qi¢ Q. J WO Oho C7Z~ y L4 p w � apyQ Q �a0 J O�� O Q Z EWn m O M� W Sheet No. 2 of 5 TREE +1272 TREE 01273 TREE 11271 TREE 11274 TREE #1275 IFiEEE 01276 TREE 01313 TREE 01301 TREE fl277 TREE 11311^W111VTMEE1302 TREE 1300 fTREE flxet1RFE /131�ITREE 11278/_�TREE 1 #1EE3n THE T/1279TRE^c81TREE /1316 ERA TREE nx98TREE I7158TREE /1V17 n3o6TREE /1305 TREE 01250 TREE /1287 TREE 01318 TREE n3o7 TREE 01284 TREE fiats WEE 'MEE TREE 01326 'a; i1324 8 TREE /1285 TREE #1325 T� 1323 322 TREE 1130 1FEE TREE 11312 THEE TREE 11266 TREE /1268 TREE 1321 320 TREE /12951REE n286 TREE 11296 TREE /1289 TREE /1265 TREE n327 TREE 01328 TREE /1297 TREE /12fi4 1REE n294 TREE /1287 TREE #1329 TREE n367 TREE n2s7 TREE /129 TREE n288 y, TREE n267 TREE 01365 llj'6 TREE 12it 90 TREE /1770 TREE lI289 EE ii36s 7R� /1293 �� /I292 TREE 11364 FE /1368 TREE /1331 TREE 11369 TREE 1133Z TREE /1333 TREE 81381 1RFE 11-3 TREE /1377 TREE n262 TREE n336 EE 334 TREE n362 1REE n335 TREE 11360 TREE +1359TREE 81261 TREE n338 TREE /1339 1REE n37v ,yy TREE #1260 Aft e TREE n358 TREE 11259 1REE /1371 TREE i740 TREE n357 TREE #1372 IR6:E +1258 TREE #1341 TREE 1I1356 niEE Lr�6fil� TREE +1342 TREE /1355 TREE J1343 TREE /1354 TREE +1345 TEE 013+4 TREE 4134fi TREE 01373 TREE n352 WEE It - TREE 113+7 TREE i1351 TREE 1113 THEE fl350 TREE 11374 TREE +1349 wy 4V /1375 SiT PINE TREE www.cphcorp.com A Full Service A & E Firm Architects Engineers Landscape Architects MIEIP Planners Structural Surveyors Traffic! Transportation Development Coordination Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas I TREES itla7-1110 TREE 01023 = x TRM n18 TREE 11185 TREE 106 TREE n024 /IO2 01 it FE 1 TREE /y1163 +110.5 fl01 �1 g10 1��+1yt68i�lf6 TREE n167 TREE #1104 111 6�YfCA07T� nt 01REE 81188 TREE 1112 1AEE n102 � +1m'S TREE #100.T TREE 11167X ;+P �yt�. +1 n� TREE n16a qW TREE +11TREES +Iola-1021 TREE #11 +1005 TREE 01 0l 7,EE /1159 TREE n111 TREEnit3 �/�, TREE W7 1RFE /1101 �g #1006 I ( O TREE 1n57x TREE +1170 TREE /1114 (67 ) TREE i1159 /)lsa 1FEE 111I5 TREE +tafT /1 = .y ,REE nt71 TREE 11100 lla,6 /1155 TREE fl026 4 7FEE nln fY VM 7FE`c /i154 �REE nn6 TREE alozTREE n193 TREE ato99 #1157REETREE TrBE n118 TREESfl028-1033—�5i (& TREE /114T TREE /1122 TREE n097 TREE n149 TREE n123 TREE n034 kTII.EE1101 ��035EETREE IllsTREE ,14aTREE 11121 + 1REE /109 EXIMW. 11148 TREE +1120 TREE n03aTREE lI094 N45 NO "RO unsaow 16' I1FEE 144 TREE n124 TREE #1093 TREE /1082 �` 0 I TREE 01143 1REE n142 TRUE +1126 TREE /Iael TREE 1039 I iTREE /1125 TREE +1127 TREE 41092 nO6a THEE /1141 /1128 TREE 01091 TREE #1059 TR fl040 r I n129 TREE /1090 TREE n05a n041 11042 � TREE fl14a n083 TREE n055 /n ! 3 O TREE 009 s/tt /, qqgg /lost fla45 TREE /1137 /113a �� 1108Z TREE IOe6 TREE n 7 TREE J047 TREE /1131 n�TPEE HOBS ifEE N1 NUY9FR n 110415 TREE i1136 TREE 01133 TEE 1108 1TREE 107a 7RFE n +1� 0 TREE fl130 TREE 063 TREE i1134 THEE NA6 NO Ms�li n0511 0 O �O„ ON r TREE n135 IM.M ,O 7FEE lI080 TREE +loss -•I ' if 00 ib N t^ 1REE 11132 1RFE fl079 TREE 01O68 C ~ n N m Q 1REES +1071-I078 TREE 105 i TREE 01215 TREE /1065 litEE n270 TREE 11067 TREE n064 TREE /12t7 OTREE +1214 1REE /1213 p TREE fl218TREE 1121s TREE fl172 TREE n212 a Q O3 w TREE +122a8 ' m TREE n2 TREE JIZ21 TREE �!t173 ( I Q V Q Vi OSEE NOTE 7 REE /I1 SHSHEET i19 TREE fl227 I 1REE ri17574 i Survey Prepared By: TREE +1224 I CPH, Inc. TREE /1225 X; $00 West Fulton St I Sanford, FL 32711 TREE n228 I I Ph: 407.322.6841 Licenses: Eng. C.OA No, 3216 TREE i1248 Survey L.B. N . 7143 I%kTHEE 01247 I cTTRREES 01197-1201 I Arch. Lic. No, AA2600926 TREE n244 NWT+120 TREE #1227 TREE 01208 \ ; I Lndscp. Lic. No. LC0000298 //) TREE n2I0 ' TREE nx34 11REE p2o7 TREE 11256 GTREE n249 O.. n n21 I O �W@ TREE +1x43 IEEE n232 i �(I�y TREE nza9 iF n1i 7 I I _ TREE zoe TREE 81 TREE n176 TREE i1ZS5 1REE + I TREE%1236 ' ,REE +tl79 TREE n 42 >I. 15 TREE 11253 TREE i1251 "•r' %TREE fl205 1REE n185 T� ni78 I THEE n231 ' W L� TREE n254 lA 1Y y_—x I jW TREE n184 TREE +1180 LU ►J -- TREE 01241 1FEF5 /I2o2-12a4 TREE 11177 111M J1252 (TREES l1237-1239 TREES /1228-1230 TREES 11186-1188 W N TREES i1189-1196 I v/ U U. 0 J UjO�o W o Y U1 OmZ Q Y N� a JiW �z0 6�0_060 120 JW Graphic Scale in Feet NOTE: nia alaWx I.s NOT Vern untattr Ala i ntaotmH a OF a TIE" Eng.=ENGINEERING LH.= LTCLVSEO HILSINLs5 C.0.4.=CERFIFTC4TE OFAUMORITAT1oN Arch=.4RCHTTECTURAL Landsry.=LLYDSG4PE .WA=NOrAPPUW11E U—UCLNSM No.=Nr TOER PA.=PO.TOFFFCE B=COPYRIGHT Sheet No. 4 of 5 I1 xl 8 ULI X W - W I W : :;r>'*': Il:::::t':::::::::.:.•.•: N O UC Q x 9 e°' [tN Jul Z += - = O^ bM1 Q I I i 4' HOG MINE FENCE FENCE RE SOUTH 1.20' EAST me HIG H GH WATER EE9.9a V - 11 x�K BARBED WERE FENCE gASONAL HIGH WATER NARK 3 w 11 TREE X�SEASONAL HIGH WATER NARK 1 W 124.T7RFEEEE)) 64 - SEASONAL HIGH WATER MARK 2 (NAIL w 1REE) ETF/ - 124.50 4' BARBED MINE FENCE F-.E TIE 1.29 TIE 0. Ill 1 - Uw GRASS AREA G114 -Cd1Y W -t00- ASFHALF PAif3EtA' IA-*APEK UO CHU a MATCHLINE "A" SEE THIS SHEET I I I I5' CONC B' WOW PRIVACY FENCE I I 5• ,MAW LINX FENCE B' CHAIN LINK FENCE W WOOD PRIVACY FENCE II 4' HOC MIRE FE)ICE � a I ` x yb � X A x i \ \ IPb 1 X I x-�Xz-• :X \ z-z x-x-rz-xi-x `-�rtx-x-x� � x \ \ \ x I I I X 1 \ \ \ �M1• 07 \ \ \ ;, X�`V X, \ 1 % \ 1 X I I X I x I 1 \ '� 1 4' CHAHILINK FENCE i 1 I I I I I EORIN041•lt 1 I 1 I I I I I I I BORING 6,�B-16x I / I h9X 3 I I I I I I ELEV �1 Y1.111 I I I i E�EV 1]A65� I I X I I ELEV=1�2i I �'•{g \ I x,1�� `---., 1 I I I I I I 1 I I I I ♦ 1 I I I I I I I I 1 T�-14a-_- - -i I/ BoRINGMea � ,t I j I ELEV=ua91 I 1 I I I II I 4' RARRED MINI FENCE I I I I I ( A. 148•> i I�Rk l I I I I i II i II EOryING/J7.6] 1 1 I ,-0 I BORING M% I SH STORY X\ �_ y �l'= r ELEV-145.T5 _-GO l.'--- la �^ It I 11 11 M1 I I I X I 1\ X,x" A \Fa3 F ki5-140� rW.e 941 ' ,ems I I %y^ I i X`}Q IeoRxGMG6 I X�• I\ 11 \ \ I ,IlI ^e^x `^^• I >1 1 X I I I I IELEV�i40.62 II X I I I I I I I I I BOR NGe,Ht I I 1 \ \ I 1 In GRAVEL DWB m !"E ' Y I allI I I I \ t 1 BELI 147.30 NO g ELEV=149.66 i I61I I I I IX R 1 I I I I I I I I I I 1 BO BNG 4de.,, 1 I I `9• X 3 I I II II II I I I I I I I I IX \\ 1ELEV�14I50 'X� II " ,0' I I t X\ \ I Xx I X 1 I II I I I I I I ^s I X,9" E°Ev�,isRis 1 SN2E Y I \I e \ ,�� I i X`�� I X,5 I I I I iI "FVF°° ErIR �°� II I \\ 3 x� i Xlk+ X II X x,. 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I I I I 1 I I 1 I I \ I 1 I t I I I�( X� \ i ELEY 14T.7s I ELEV- 4a.M � ^6X\ X.xyM1x ^XI�� R ggoowxG MB-z I ` 1 1 ) dt• I I cP 1 II` ��t" , x`-- X16 I I I ELEv�J0.6a \\ d1 �\ 1\ 1 1�?I 1 X I� I Ix`xN 1\ I,� I I 7^ \\ , TRAIm X`� I X 1 I I I \ X,� I xM1°,M1 I %� \J X I \ %� \ FF ELEv r 149.2 I I I I / I I I I 1 I I I I RING x,Ha � �` I X ELEV=146.7 I I I Er ,42]6 X X"T \ \ I 1 I I 1 I i I I t I I I q 4' BARRED 4RE FENCE I I I I \ I I \ I T DER, �ry bbx X X JQ` �tpx X11XX `� x bx - ° ` , �X `,�' 60 0 50 100 DIRT ORI"AY ,p^' UNOERGR �_ SITE WARNER CHOODEN URCH SIGN SIDE OF FINE TREE YELLOW BM RE w NORTH TEl Graphic Scale in Feet PULL W 90 ET.EV - 136.B7 (NANO 'BB) W CLF - MATCHL DIRT AND GRAVEL DRIVEWAY N4 ,�• X � �bO z 1y N� w / x uw -uw GRASS AREA Y �-- w x uw uw 7- 4 A- GONC SIW x, 7 uG f 1 ]TJ 1 x x x o .....: xX AREA dl x k0 X,�, �. �.� x...___-_.--- ... 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'i:::.....::::::::..5'• • ,yry dJ'•, ,'Y%.. p— - • n� '- R xE.;; h1' ♦h a- m tsx: E � _ — JRASS A°COC — 1.- — 1• ( 1 .. • . .. a... y •'r. ryb k : ::::::::::" % q QL155 AREA '.h % 1 rL d'....S x 1• . !F1:i: :i:c:: :�ik .x rP M1} x St ,R6' "3' CLF gM1 -': •:', 1h1•x h ® 11. ,tdt' ,1• G 1a 4 V WOW FENCE �' <: � � '• �h 7 w `R1. c .'K.....- 4 .. ::.. x` (a) � 1 7 CLF 3' WROUGHT RCN FENCE ` •C a m ' g N siarW SEWER uANROLE U m>o p C 4 TOP taM E1EV - 147.13 C m C z m i E EV - tad la E Wv ELEv - IM.23 (Id auP) i 20 0 20 40 Q 3 i i Ili i I Ud"u�) i $ EbrouINV °�EELv tits aP)' $ it 0 U Q ti O �L IGraphic Scale in Feet Survey Prpared B / CPHe, Inc. y Q I Q I I G \ I 500 West Fulton St. Sanford, Fl. 32TTI Ph: 40T.322,6841 Licenses: E.g. C.OA, No, 3215 Survey L.B. No. T143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 GENERAL PROVISIONS AS -BUILT DRAWING REQUIREMENTS Q 1. IF CONFLICT BETWEEN THE CITY OF OCOIEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPM�C�ODE,R THE TY Q 1. AS -GUILTS SUBMITTED TO THE CITY MUST BE IN THE FCLLOWING FORMATS: i HARD COPY WITH PROPOSED VALUES STRUCKDETAILS IS FOUND, THE MOST STRINGENT STANDARD BETWEEN THE CITY STANDARDS AND THE STAFORTH Cl,N THROUGH, 1 POP COPY AND A CAD COPY DRAWN IN STATE PLANE COORDINATES. THIS GENERAL NOTES SHOULD BE FOLLOWED. 2. ASSUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAST THREE WEEKS PRIOR TO FINAL 2. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL INSPECTION. ALLASSUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE AGENCY PERMITS. RESPONSIBLE PARTY. THE CONTRACTOR SHALL BE RESPOPNSBILE TO IDENTIFY ALL AS -BUILT SURVEY REQUIREMENTS BY THE GOVERNING AGENCIES PRIOR TO START OF CONSTRUCTION TO ENSURE THAT ASSUILT INFORMATION IS PROVIDED FOR. 3. CONTRACTOR, AS PART OF THE BASE BID, SHALL FIELD LOCATE ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA WITHIN THE 30 DAYS OF PROJECTAWARD. CONTRACTOR SHALL REVIEW THE PLANS AND SHALL NOTEANY DISCREPENCIES TO THE ENGINEER IMMEDIATELY. 4. CONTRACTORS, AS PART OF THE BASE BID, SHALL PROVIDE ALL COORDINATION WITH UTILITY PROVIDERS TO PROVIDE FOR THE MATERIALS AND WORK NEEDED TO PROVIDE SERVICES TO THE PROJECT. S. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FOR ALL DEMOLITION OF ABOVE GROUND AND UNDERGROUND IMPROVEMENTS IN ORDER TO CONSTRUCTTHE PROPOSED IMPROVEMENTS NOTED ON THE PLANS. UNLESS APPROVED IN WRITING FROM THE OWNER, ALL MATERIALS SHALL BE REMOVED FROM THE SITE AS PARTOF THE BASE BID. S. ALL DETAILS AND REFERENCES TO FOOT REFERTO THE LATEST EDITION OF THE FDOT DESIGN STANDARDS. T. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF AL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE AND GAS SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICT AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR 7IE4NS/ CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES, S. CONTRACTOR AND HIS SURVEYOR SHALL NOTE THE PROJECT BENCHMARK INFORMATION PROVIDED IN THE PLANS AND VERIFY PRIOR TO CONSTRUCTION. 9. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOW) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THATARE NOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT, THE CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURING CONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 10. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHTTO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 11. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY CPH, INC. 12. THIS SETOF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL, CPH, INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS. 13. THE CONTRACTOR SHALL SUBMITONE ELECTRONIC COPY OF SHOP DRAWINGS TO THE ENGINEER TO KEEP FOR HIS RECORDS. THE ENGINEER WILL NOT PROVIDE FOR APPROVAL OF SHOP DRAWINGS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL MATERIALS FOR ACCURACY PRIOR TO ORDERING THE MATERIALS, ANY DESCREPENCIES IDENTMED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 14. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME. 15. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALTY CONTROL TESTING. AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING. 16. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL. IT. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BEAN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THE LATEST EDITION OF THE 'RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION', PUBLISHED BY THE AMERICAN COUNCIL OF INDEPENDENT LABORATORIES, 18, TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS, 19. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACE NT AR EAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENTTO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER. 20. ALL DISTRUBED AREAS WITHIN RIGHT OF WAYS SHALL BE SODDED. 21. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES, THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT BE LIMITED, FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING, CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 22. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (9046, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 23. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. UTILITY GENERAL NOTES 1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE. 2. THE LOCATION, MATERIAL TYPE, AND SIZE OFALL EXISTING UTIUTES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THATINTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. 3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING-811"AT LEASTTWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACTALL NON -PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 4. THE UTLTY PROVIDERS NOTED ON THE COVER SHEET HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE ATALLTIMES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTLTY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALLALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY. T. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS, ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OFSERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE ENGINEER. S. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S INTENTAND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD, THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATE FROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILLALSO REQUIRE APPROVAL FROM FDEP. 9. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL MELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL TYPE, AND ALIGNMENT OFALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENTA DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING, THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. 3. ALL RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR IN ACAD FORMAT USING CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER. AS -BUILT INFORMATION SHALL BE FIELD VERIFIED, MEASURED, ADDED TO THE ACAD FILES OF THE CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER, AND CERTIFIED, SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR WHO WILL BE RESPONSIBLE FOR THE ACCURACY OF ALL DIMENSIONS AND ELEVATIONS. 4. THE AS -BUILT INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING; S. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL LIT UTY AND STORM STRUCTURES INCLUDING BUT NOT LIMITED TO MANHOLES, INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERT ELEVATIONS. 6. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES. T. STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONS AND HORIZONTAL DIMENSIONS MEASURED ATA MINIMUM OF TEN LOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER. TOP OF POND HORIZONTAL DIMENSIONS ARE ALSO TO BE TIED TO PROPERTY CORNERS, EASEMENTS, AND RIGHTS -OF -WAY. 8, STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND SKIMMERS. 9, STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS, CONTOURS, AND CROSS SECTIONS, 10. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY VALVES, FITTINGS, CONNECTION POINTS, ETC. 11. VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLE WATER MAINS (WHETHER THE WATER MAIN IS EXISTING OR NEW) IN ORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICAL SEPARATION HAS BEEN MET. 12. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINES, LOCATED EVERY 200-FT PLUS ALL CHANGES IN HORIZONTAL OFFSET. 13. PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OF PAVEMENT EVERY 200 FEET PLUS AT ALL CHANGES IN LONGITUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS, FORPARKING LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES AND ISLANDS, 14. ALL PARKING AREAS AND SIDEWALK RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL MEASUREMENTS IN ORDER TO VERIFY REQUIRED WIDTHS AND SLOPES HAVE BEEN MET. 16. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED ENGINEERING DRAWINGS. 16. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA, SUCH AS STATION AND OFFSET, THE AS -BUILT DRAWINGS ARE TO REFLECT THE ACTUAL HORIZONTAL LOCATION. 17. WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THE AS -BUILT DRAWINGS ARE TO REFLECT THE ACTUAL MEASURED VERTICAL ELEVATION. 18. ANY ADDITIONAL INFORMATION REQUIRED BY GOVERNING AGENCIES. 19. IN CASES WHERE THE OWNER DETERMINES PARTIAL CLEARANCES FROM PERMITTING AGENCIES ARE BENEFICIAL TO THE OWNER FOR COMPLETED PORTIONS OF THE PROJECT, PROVIDE PRELIMINARY ASSUILT DRAWINGS (ACAD FORMAT) TO THE ENGINEER FOR ITS USE IN PREPARING THE PARTIAL CLEARANCE APPLICATIONS FOR THE OWNER. 20. COMPLETE AS -BUILT DRAWINGS THAT ARE FOUND TO BE SATISFACTORY AS A RESULT OF THE ENGINEER'S REVIEW WILL BE USED AS THE BASIS FOR THE FINAL PROJECT RECORD DRAWINGS PREPARED BY THE ENGINEER USING THE CONTRACTOR PROVIDED AS -BUILT DRAWINGS PLUS ENGINEER ADDED INFORMATION. TRAFFICCONTROL 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M.O.T.) PLAN PRIOR TO CONSTRUCTION, THE M.O.T. PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE M.O.T. PLAN AND INSTALLED TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION, IN GENERAL, ROADWAY AND DRIVEWAY LANE CLOSURES ARE PROHIBITED DURING CONSTRUCTION UNLESS SPECIFICALLY DETAILED ON THESE PLANS. IN THE EVENT IT IS DETERMINED THAT ROADWAY AND DRIVEWAY LANE CLOSURES WILL BE ALLOWED, THE CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9;00 AM. AND 4.00 P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED M.O.T. 2. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT INDEX NO.6W AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION. 3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF UGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION. 4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION. S. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST. 6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS. T. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY. 8. WHEN WORK OCCURS WITHIN IS -FT OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN 2-FT FROM THE EDGE OF PAVEMENT, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FOOT INDEX NO.600 AND Sm. 9. TYPE I OR TYPE 11 BARRICADES AT 204E r CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER DROP-OFFS OR OTHER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE. SITE PREPARATION 1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT-OF-WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS, AT NO TIME SHALLTHE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS, ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORTANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK. 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4. WITHIN THE RIGHT# -WAY, EASEMENTS, AND OWNER SECURED PROPERTY, THE INTENT IS TO ALLOW TREES AND SHRUBS TO REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: NEW ROADWAY CONSTRUCTION -TREES AND SHRUBS TO REMAIN WHERE LOCATED MORE THAN 15 FEET FROM THE BACK OF CURB, OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS, WHICHEVER IS FURTHER. UTILITY PIPELINE CONSTRUCTION -TREES AND SHRUBS TO REMAIN OUTSIDE A 15 FOOT WIDE PATH, CENTERED ON THE PIPELINE. S. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD 6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER. T. CLEARING SHALL CONSISTOF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE OBSTRUCT THE WORK. S. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOTDAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES. 9. GRUBBING SHALL CONSISTNF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. 10. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS. DEWATERING 1. DESIGN AND PROVIDE A DEWATERING SYSTEM USING ACCEPTED AND PROFESSIONAL METHODS CONSISTENT WITH CURRENT INDUSTRY PRACTICE. PROVIDE A DEWATERING SYSTEM OF SUFFICIENT SIZE AND CAPACITY TO CONTROL GROUNDWATER IN A MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS, DOES NOT CAUSE INSTABILITY OR RAVELING OF EXCAVATION SLOPES, AND DOES NOT RESULT IN DAMAGE TO EXISTING STRUCTURES, WHERE NECESSARY TO THESE PURPOSES, LOWER WATER LEVEL IN ADVANCE OF EXCAVATION, UTILIZING WELLS, WELLPOINTS, OR SIMILAR POSITIVE METHODS. MAINTAIN THE GROUNDWATER LEVEL TO A MINIMUM OF 2 FEET BELOW EXCAVATIONS, PROVIDE PIEZOMETERS IF DIRECTED BY THE ENGINEER TO DOCUMENT THE GROUNDWATER LEVEL IS BEING MAINTAINED. 2. CONTROL, BY ACCEPTABLE MEANS, ALL WATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLE FOR DISPOSAL OF THE WATER. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO CONTROL SEEPAGE, GROUNDWATER, OR ARTESIAN HEAD. 3. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS, PROVIDE ALL TESTING AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL METHODS REQUIRED TO MEETALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 4. OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE ALLOWED, PROVIDED IT DOES NOT RESULT IN BOILS, LOSS OF FINES, SOFTENING OF THE GROUND, OR INSTABILITY OF SLOPES. SUMPS SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS. DURING NORMAL PUMPING, AND UPON DEVELOPMENT OF WELL(S), LEVELS OF FINE SAND OR SILT IN THE DISCHARGE WATER SHALL NOT EXCEED 5 PPM. S. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6' PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000.000 GPD PUMP CAPACITY, THE CONTRACIL)R SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE WATER MANAGEMENT DISTRICT. 6, CONTINUOUSLY MAINTAIN EXCAVATIONS IN A DRY CONDITION WITH POSITIVE DEWATERING METHODS DURING WATER AND RECLAIMED WATER DISTRIBUTION SYSTEMS PREPARATION OF SUBGRADE, INSTALLATION OF PIPE, AND CONSTRUCTION OF STRUCTURES UNTIL THE CRITICAL PERIOD I OF CONSTRUCTION ANDIOR BACKFILL IS COMPLETED TO PREVENT DAMAGE OF SUBGRADE SUPPORT, PIPING, STRUCTURE, �� WN, OPERATE AND MAINTAIN THE WATER AND RECLAIMED WATER SYSTEMS SHOWN ON THESESIDE SLOPES, OR ADJACENT FACILITIES FROM FLOTATION OR OTHER HYDROSTATIC PRESSURE IMBALANCE. E UP TO THE METERS AND THE REMAINDER OFTHE SYSTEM SHALL REMAIN PRIVATE. THE t p nET ALL THE REQUIREMENTS OF CITY OF OCOEE AS WELL AS INNOVATION MONTESSORI SCHOOL. T. WHEN CONSTRUCTION IS COMPLETE, REMOVE ALL DEWATERING EQUIPMENT FROM THE SITE, INCLUDING WELLS AND RELATED TEMPORARY ELECTRICAL SERVICE. 2. INSTALL ALL WATER AND RECLAIMED MAINS ATA MINIMUM 36INCHES OF COVER. W W W"C PFi CO HID"OBIT" GRADING 1. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUTTHE SITE. THE FOLLOWING MINIMUM SLOPES SHALL BE PROVIDED BY THE CONTRACTOR: A. ASPHALT PAVEMENT. MIN. 1%SLOPE B. CONCRETE PAVEMENT, MIN. 1%SLOPE C. GUTTERS: MIN 0.5% 2. SMOOTH TRANS171ONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EOUIPMENTTO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. 3. ALL PROPOSED ELEVATIONS ON THE PLANS WITHIN PAVED AREAS ARE SHOWN AT PAVEMENT, UNLESS OTHERWISE NOTED. 4. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENTSECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. THE STANDARD CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. S. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE -GRADER OPERATIONS, 6. NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR FROM ANY CAUSE PRIOR TO SEEDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES RE-ESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER. EXCAVATION, TRENCHING, AND FILL 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.605$3.54). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COSTTO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS. 3, POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THATARE IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS, ITIS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE BEEN MET. IF THE CONSTRUCTED SIDE SLOPES ARE STEEPER THAN THE REQUIRED SIDE SLOPES, OR THE POND VOLUME IS NOT WITHIN THREE (3) PERCENT OF THE DESIGN VOLUME, THE CONTRACTOR SHALL BE REQUIRED TO MAKE CORRECTIONS TO THE POND AT NO ADDITIONAL COST TO THE OWNER. 4. FIELD DENSITY TESTING FREQUENCIES: A) ONE TEST FOR EACH 10,000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILUNG, MINIMUM 2 TESTS EACH LAYER; B) ONE TEST FOR EACH 1 DO SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES; C) ONE TEST FOR EACH 3DO LINEAL FEET OR FRACTION THEREOF PER UFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH; D) ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER 1 WO SQUARE FEET OF PAVEMENT SUBGRADE, MINIMUM OF 2 TESTS. S. ITIS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER POSSIBLE. 6. ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-1, A3, A-2-1, A-2-6; ASTM D2487 CLASSIFICATION GW, GP, GM, SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. NO MORE THAN 12%OFACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE. T. UNACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-25,A-2-7, AA, AS,AS,A-7, AS; ASTM D2487 CLASSIFICATION GC, SC, ML, MH, CL, CH. OL, OH, PT; UNLESS OTHERWISE APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. 8. PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. 9. SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES, MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY. 10. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. 11. SHEETING, SHORING, AND BRACING USED FOR THE SUPPORT OF EXCAVATIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF FLORIDA. 12. ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED, SLOPE SIDES OF TRENCHES IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED WITHIN THE PROJECT GEOTECHNICAL REPORT. 13. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW UNES AND INVERT ELEVATIONS. OVER EXCAVATE TRENCHES A MINIMUM OF FEET WHERE EXCAVATIONS OCCUR WITHIN UNSUITABLE SOILS, AND REPLACE OVER EXCAVATED MATERIAL WITH SUITABLE SOILS. 14. TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO FEET BELOW THE BOTTOM OF THE TRENCH OR STRUCTURE. 15. ALL BEDDING, FILL, AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR FLOWABLE FILL. WHERE TRENCH OR EXCAVATION IS WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, FOUNDATIONS, OR SLABS, PLACE BACKFILL IN LAYERS OF 8NCH LOOSE DEPTH. IN ALL OTHER AREAS, PLACE FILL AND BACKFILL IN LAYERS OF 12 INCH LOOSE DEPTH. 16. MINIMUM DENSITY REQUIREMENT (ASTM D1557 OR AASHTO T180): BACKFILL AND FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, SLABS, FOUNDATIONS =98 PERCENT; BACKFILL AND FILL PLACED WITHIN PUBLIC ROAD RIGHT-OF-WAY AND UTLTY EASEMENTS = 95 PERCENT; BACKFILL AND FILL PLACED WITHIN POND AND ROAD EMBANKMENT = 95 PERCENT; BACKFILL AND FILL PLACED IN ALL OTHER AREAS = 90 PERCENT. RIPRAP 1. ALL RIPRAP CONSTRUCTION SHALL MEET THE REQUIREMENTS OF SECTION 530 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. UTILITY SEPARATION REQUIREMENTS 1. THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, STORMWATER FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 2. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, VACUUM TYPE SANITARY SEWER AND RECLAIMED WATER MAIN. 3. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN THE OUTSIDE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARY SEWERS CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 4. THE OUTSIDE OF WATER MAINS SHALL BE MINIMUM OFTEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES, S. THE VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY AND STORM SEWER, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER MAINS SHALL BE IN ACCORDANCE WITH THE FOLLOWING; 6. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, SO THE OUTSIDE OF THE WATER MAIN IS AT LEASTSIX INCHES ABOVE THE OUTSIDE OF THE SEWER, WHERE ITIS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF THE WATER MAIN IS AT LEAST12INCHES BELOW THE OUTSIDE OFTHE PIPELINE. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THATALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM VACUUM TYPE SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVITY SANITARY SEWER JOINTS. 7. WHEREVER POSSIBLE, WATER MAINS SHALL CROSSOVER EXISTING OR PROPOSED RECLAIMED WATER MAINS, WASTEWATER FORCE MAINS AND STORMWATER FORCE MAINS. WHETHER THE WATER MAIN CROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BEAT LEAST 12 INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED RECLAIMED WATER MAIN, WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE MAIN JOINTS, AND AT LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS. 8. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY SEWER MANHOLE. 9. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST: 10. THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR VACUUM TYPE SANITARY SEWER. 11, SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. 12. TEN FEET FROM ANY ONSITE SEWAGE TREATMENTAND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENTAND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. 3. BURIED DUCTILE IRON PIPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 12" DIAMETER AND SMALLER = PC 350; B) 14" THROUGH 24" DIAMETER = PC 250; C) 30" THROUGH 64" DIAMETER = PC 200. 4. DUCTILE IRON PIPE AND FITTINGS WITHIN 10 FEET OF GAS MAINS SHALL HAVE AN S-MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANSVAWWA C10S/A215. S. PVC PIPE SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL HAVE MARKINGS ON EACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO AWVVA C900 OR C905 THE BELL SHALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER PRESSURE RATING. THE BELL OF PIPE AND FITTINGS USING PUSH -ON JOINTS SHALL HAVE AN INTEGRAL GROOVE TO RETAIN THE GASKET IN PLACE. 6. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSVAWWA 0110/A21.10 OR ANSVAW WA C1SWA21.53. ALL FULL BODY (0110)A21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COMPACT FITTINGS (Cl 5VA21.S3) SHALL BE PRESSURE RATED TO 350 PSI, MINIMUM. T. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE LINED AND COATED. INTERIOR LINING SHALL BE STANDARD THICKNESS CEMENT MORTAR LINING PER ANSI/AWWA C104IA21.4. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SHALL BE A PETROLEUM ASPHALTIC COATING IN ACCORDANCE WITH ANSVAW WA Cl IGA21.10. EXTERIOR COATING OF EXPOSED PIPE AND FITTINGS SHALL BE FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH A TWO COAT SYSTEM. THE FIRST COAT QNTERMEDIATE COAT) SHALL BE 4.0-10.0 MIL DFT TNEMEC COLOR HI -BUILD EPDXOUNE 11 SERIES N69 OR APPROVED EOUAL, AND THE FINAL COAT SHALL BE 2.0-3.0 MIL DFT TNEMEC ENDURASHIELD SERIES 73 OR APPROVED EQUAL. THE FINAL COAT PAINT COLOR SHALL BE AS SELECTED BY THE LOCAL UTILITY. 8. MECHANICAL AND PUSH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETED, CONFORMING TO ANSVAWWAC1111A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL NOT BE USED. 9. RESTRAINED JOINTS FOR DUCTILE IRON PIPE BELL JOINTS SHALL BE AMERICAN FAST GRIP GASKET, MCWANE SURE GRIP 3SO GASKET, U.S. PIPE FIELD LOK 350 GASKET, OR EBAA IRON MEGA LUG SERIES 110OHD. RESTRAINED JOINTS FOR DUCTILE IRON PIPE AND FITTING MECHANICAL JOINTS SHALL BE EBAA IRON MEGA LUG SERIES 1100, STAR GRIP SERIES 3000, OR TYLER UNION TUFGRIP SERIES TLD. LOCKING BELL JOINT RESTRAINT SHALL BE AMERICAN FLEX RING JOINT, AMERICAN LOKJRING JOINT, OR U.S. PIPE TR-FLEX. RESTRAINED JOINTS FOR PVC PIPE MECHANICAL JOINTS SHALL BE TYLER UNION SERIES 2009 TUF GRIP TLP, JCM SUR-GRIP BELL RESTRAINER, FORD UNI-FLANGE SERIES 1500 CIRCLE LOCK, OR EBAA IRON MEGA LUG SERIES 2DDDPV. RESTRAINED JOINTS FOR PVC PIPE PUSH ON JOINTS SHALL BE EBAA IRON MEGA LUG SERIES 15M OR SERIES 1600 (C9W PVC), SERIES 2800 (C9M PVC), FORD UNI-FLANGE SERIES 1390, OR SMITH-BLAIR BELL-LOK SERIES 165. PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. r10. POLYETHYLENE PIPE AND TUBING USED FOR SERVICE LINES 112-3 INCH DIAMETER SHALL BE POLYETHYLENE IN ACCORDANCE WITH ANNA C901, STANDARD CODE DESIGNATION PE 4710, SDR 9 (OUTSIDE DIAMETER BASED DIMENSION RATIO), 250 PSI. PIPE AND TUBING SHALL BE COLOR CODED BLUE (POTABLE WATER) OR PURPLE (RECLAIMED WATER). PIPE AND FITTINGS SHALL BE NSF APPROVED FOR THE USAGE TO WHICH THEY ARE TO BE APPLIED. JOINTS IN SDR-PR PE PIPE SHALL BE BUTT HEAT FUSION OR SOCKET HEAT FUSION TYPE. FITTINGS SHALL BE MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHALL BE OF THE SAME SDR OR LESS. PROVIDE ADAPTERS AS REQUIRED TO JOIN PE PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. 11. SERVICE SADDLES SHALL MEET THE REQUIREMENTS OFAWWA C800 AND SHALL CONSIST OF EPDXY COATED DUCTILE IRON BODIES IN ACCORDANCE WITH ASTM A536, WITH DOUBLE STAINLESS STEEL STRAPS, BOLTS, WASHERS AND NUTS. STAINLESS STEEL SHALL BE TYPE 304, AND NUTS ARE TO BE TEFLON COATED. THE DUCTILE IRON BODY IS TO BE FUSION BONDED NYLON COATED, MINIMUM THICKNESS 12 MILS, OUTLET OF SADDLE IS TO HAVE NPT THREADS. SERVICE SADDLES SHALL BE MANUFACTURED BY FORD, MUELLER, OR SMITH -BIN R. 12. ALL SERVICES SHALL INCLUDE THE FOLLOWING: CURB STOPS, UNIONS AS REQUIRED, CORPORATION STOPS. CONFORMANCE WITH AWVVA CSIN AND C901 IS REQUIRED. THE CONTRACTOR SHALL CUT W IN THE TOP CURB OF EACH WATER SERVICE AND A "V"ATALL VALVE LOCATIONS. CUT WS AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. 13. UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER METERS AND RECLAIMED WATER METERS, CONTRACTOR SHALL CONSTRUCT WATER SERVICE AND RECLAIMED WATER SERVICE TO THE CORPORATION STOP. 14. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL VALVES TWO INCHES AND SMALLER SHALL BE ALL BRASS OR BRONZE; VALVES OVER TWO INCHES SHALL BE IRON BODY, FULLY BRONZE OR BRONZE MOUNTED. 15. VALVES 41NCHES AND LARGER SHALL BE UNED AND COATED. BURIED AND EXPOSED VALVES SHALL BE COATED INSIDE AND OUT WITH A RUST INHIBITING EPDXY PRIMER, FOLLOWED BY AN EPDXY COATING MEETING THE REQUIREMENTS OF AWWA C550, APPLIED AT THE FACTORY. THE INTERIOR OF VALVES WITH A CAST IRON OR DUCTILE IRON BODY SHALL BE COATED WITH AN EPDXY PROTECTIVE COATING MEETING NSF INTERNATIONAL STANDARD 61 AND AV WA C550. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH A TWO COATSYSTEM. THE FIRSTCOAT (INTERMEDIATE COAT) SHALL BE 4.0A0.0 MIL DFTTNEMEC COLOR HI -BUILD EPDXOLINE 11 SERIES N69 OR APPROVED EQUAL, AND THE FINAL COAT SHALL BE 2.0-3.0 MIL DFT TNEMEC ENDURASHIELD SERIES 73 OR APPROVED EQUAL. THE FINAL COAT PAINT COLOR SHALL SEAS SELECTED BY THE LOCAL UTILITY. 16. ALL VALVES 12" AND SMALLER SHALL BE GATE VALVES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. GATE VALVES 3 INCHES TO 12 INCHES SHALL CONFORM TO AWWA C509 OR AWIVA C515. THE VALVES SHALL BE IRON BODY, CAST IRON FULLY ENCAPSULATED MOLDED RUBBER WEDGE COMPLYING WITH ASTM D2000, NOWRISING STEM WITH 049ING SEALS. VALVES SHALL OPEN COUNTERCLOCKWISE. 17. TAPPING SLEEVES ARE TO BE I TYPE 304 STAINLESS STEEL AND STAINLESS STEEL OUTLET, AS MANUFACTURED BY JCM OR APPROVED EQUAL. TAPPING VALVES SHALL BE RESILIENT SEATED GATE VALVES AND SHALL CONFORM TO THE REQUIREMENTS OF AWWA C509, TAPPING VALVES SHALL BE AMERICAN FLOW CONTROL SERIES 2500, CLOW SERIES F5100, OR MUELLER SERIES A2361. 18. VALVES 14'AND LARGER SHALL BE BUTTERFLY VALVES. BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH, TESTING AND PERFORMANCE REQUIREMENTS OFAWWA C5W, CLASS 150. VALVE BODY SHALL BE MECHANICAL JOINT END TYPE VALVE CONSTRUCTED OF CAST IRON OR DUCTILE IRON. DISC SHALL BE ONE PIECE CAST DESIGN WITH NO EXTERNAL RIBS TRANSVERSE TO FLOW. DISC SHALL BE CASTIRON OR DUCTILE IRON. THE RESILIENT SEATSHALL MATE WITH A 304 OR 316 STAINLESS STEEL SURFACE. 19. VALVE SEATS SHALL 0E MECHANICALLY RETAINED, AND MAY BE INSTALLED ON EITHER THE BODY OR DISC. O-RING SEATS ON VALVE DISCS ARE UNACCEPTABLE. SEATS FOR VALVES 14"DIAMETER AND LARGER SHALL BE FULLY FIELD REPLACEABLE WITHOUT THE USE OF SPECIAL TOOLS. OPERATORS OF THE ENCLOSED TRAVELING -NUT TYPE SHALL BE PROVIDED UNLESS OTHERWISE INDICATED. 20. ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMATELY 51NCHES IN DIAMETER WITH A MINIMUM THICKNESS OF 3116INCH CAST IRON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND, CONSISTING OF BASE, CENTER SECTION, AND TOP SECTION WITH COVER. VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SUP TYPE DESIGN TO PERMIT MOVEMENT OF THE TOP SECTION WITHOUTTRANSMLTRNG FORCES ONTO THE VALVE BODY. VALVE BOXES CAST INTO CONCRETE OR ASPHALTSURFACING SHALL HAVE BRASS COVERS. ALL VALVE BOX COVERS SHALL BE INTERNALLY CHAINED TO VALVE BOXES WITH AN APPROXIMATELY IS INCH GALVANIZED CHAIN. VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION'WATER" OR "RECLAIMED WATER'. 21. PVC PIPES SHALL BE COLOR CODED BLUE (WATER MAINS) OR PURPLE (RECLAIMED WATER MAINS) AND STENCILED (0.754NCH LETTERING ON THE PIPE IN ATLEASTTHREE AREAS PER PIPE SECTION) "POTABLE WATER MAIM OR "RECAAMED WATER MAIN' AS APPLICABLE. 22. INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNESS 4 MILS, WIDTH 6INCHES, LETTER SIZE 11NCH APPLY TAPE iOSU FACEOFPIPE CONTINUOUSLYEXTENDING FROIIJ NTTO JOINT. COLO R AND LETTERING SHALL BE BLACK PRINTING ON BLUE BACKGROUND (WATER MAINS), BLACK PRINTING ON PURPLE BACKGROUND (RECLAIMED WATER MAINS). PLACE TAPE AS FOLLOWS: 2"-8'PIPE- CENTER ALONG TOP HALF OFPIPE: 10'- 1S' PIPE -PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20" PIPE AND LARGER- PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 23. INSTALL WARNING TAPE ALONG ALL PIPELINES, PLACED 2 FEET ABOVE PIPE. TAPE SHALL BE 64NCH WIDE VINYL CONTINUOUS TAPE. TAPE SHALL BE COLORED BLUE (WATER MAINS) OR PURPLE (RECLAIMED WATER MAINS) WITH BLACK LETTERING, CODED AND WORDED'CAUTION: WATER MAIN BURIED BELOW, OR'CAUTION: RECLAIMED WATER MAIN BURIED BELOW, AS APPLICABLE. 24. INSTALL LOCATING WIRE ALONG ALL PVC PIPELINES. WIRE SHALL BE COLOR -CODED 10 GAUGE CONTINUOUS INSULATED WIRE. COLOR CODING SHALL BE SIMILAR TO WARNING TAPE COLORS, INSTALL LOCATOR WIRE ALONG ALL PRESSURIZED PIPELINES 2"AND LARGER. LOOP WIRE INTO ALL VALVE BOXES. LOOPING TO OCCUR EVERY 500 FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW LOOPING, PROVIDE ACCESS BOXES PER CITY REQUIREMENTS, CHECK WIRE FOR ELECTRICAL CONTINUITY. 25. ALL CHANGES IN DIRECTION SHALL BE MADE WITH FITTINGS OR APPROVED JOINT DEFLECTION. BENDING OF PIPE, EXCEPT COPPER AND POLYETHYLENE, IS PROHIBITED. JOINT DEFLECTION SHALL NOT EXCEED 75% OF THE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. 26. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 2T. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 28. ALL SERVICE LINES SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECTTO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 29. THE SEQUENCE OF TESTING AND DISINFECTION SHALL BE AS FOLLOWS: 1) CONDUCT PRESSURE AND LEAKAGE TESTING; 2) PERFORM FLUSHING PER UTILITY REQUIREMENTS AND AWWA C651; 3) DISINFECT THE WATER MAIN, INCLUDING VALVES AND FITTINGS; AND 4) DECHLORINATE AND FLUSH AFTER DISINFECTION. 30. APPLY HYDROSTATIC TEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS), OR 150 PSI (RECLAIMED WATER MAINS) FOR 10 MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OF THE LINE UNDER TEST. DO NOT EXCEED PIPE MANUFACTURER'S SUGGESTED TIME DURATION AT THE TEST PRESSURE. IF DEFECTS ARE NOTED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE LINE WITHSTAND THE TEST PRESSURE. 31. APPLY LEAKAGE TEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS) OR 150 PSI (RECLAIMED WATER MAINS). MAINTAIN PRESSURE ATA MAXIMUM VARIATION OF5% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 32. NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED NON -POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES, A & E Firm Plans Prepared By: CPH, Inc. 500 West Fulton SL Sanford, FI. 32T71 Ph: 40T.322.6941 Licenses: Eng. C.O.A. No. 3216 Survey L.B. No. TM Arch. L(c, No. AA2600926 Lndscp. Lic. No. LC0000298 ui o- 5� >is <e -i Z W a a u- w J W W Of 2 Tn U Z W Z :R < 2 C 0) O o F- C)} .0� F- 2 U O W U W D_ U W W 0- Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: NONE Job No.: B18202 Date: 2/28/2017 1 In 2017 I- W W U) CO W I-- O Z J 9 W Z /W V Z Q Z J^ OL tII I..1.. r ' QL LW 0 0 r ::) �;, U) 0 C J W U z Y rn C (Q Wa0 Q W a) U°0 U) UO W z O V 0 C� m U Sheet No. C0,2 THIS SHEET NOTVAUD FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. 33. TESTED SECTIONS OF BURIED PIPING WITH SLIP -TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L= SDP/148000 WHERE L= MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TESTED; S -LENGTH OF LINE TESTED ON FEET); D = NOMINAL INTERNAL DIAMETER (IN INCHES) OF THE PIPE: AND P =THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTION OF THE UNE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN TIE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE. 34. ALL APPARENT LEAKS DISCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER SHALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OF THE TOTAL LINE LEAKAGE RATE. 35. PRIOR TO DISINFECTION, CONDUCT FULL DIAMETER FLUSHING OF PIPELINE IN SECTIONS IN ORDER TO REMOVE ANY SOLIDS OR CONTAMINATED MATERIAL THAT MAY HAVE BECOME LODGED IN THE PIPE. 36. OBTAIN A MINIMUM FLUSHING VELOCITY OF 2S FEET PER SECOND PER AWWA C651. 37. ALL TAPS REQUIRED FOR FLUSHING AND THE TEMPORARY OR PERMANENT RELEASE OF AIR AS NEEDED FOR FLUSHING SHALL BE PROVIDED BY THE CONTRACTOR. 38. DISINFECTALL POTABLE WATER LINES, FIRE LINES, VALVES, FITTINGS, HYDRANTS. THE WATER MAIN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OFDISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SHALL CONFORM TO AW WA C651. THE DISCHARGE LOCATIONS FOR THE CHLORINATED WATER SHALL BE APPROVED BY THE OWNER. NEUTRALIZE THE CHLORINE RESIDUAL BY MEANS OF A REDUCING AGENT IN ACCORDANCE WITH AWWA C651. 39. ALL DISINFECTION WORK SHALL BE ACCEPTABLE TO THE STATE HEALTH AUTHORITY. IF ANY REQUIREMENTS OF THIS SECTION ARE IN CONFLICT WITH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF THE AUTHORITY SHALL GOVERN. ALL BACTERIOLOGICAL TESTING SHALL BE PERFORMED BY A STATE CERTIFIED LABORATORY CONTRACTED BY THE CONTRACTOR. PROPER CHAIN OF CUSTODY PROCEDURES MUST BE FOLLOWED AND SAMPLES SHALL ONLY BE COLLECTED BY CERTIFIED LABORATORY PERSONNEL. COPIES OF ALL TESTING RESULTS AND ALL RELATED CORRESPONDENCE FROM THE TESTING LAB SHALL BE SUBMITTED TO THE OWNER, UTILITY, AND ENGINEER. FIRE PROTECTION SYSTEMS 1. COMBUSTIBLE CONSTRUCTION CANNOT OCCUR UNTIL PROPER DOCUMENTATION HAS BEEN SUBMITTED TO THE LOCAL FIRE MARSHAL. DOCUMENTATION SHALL SHOW THAT HYDRANTS HAVE BEEN INSTALLED, TESTED, AND ARE IN PROPER WORKING ORDER. 2. INSTALL ALL FIRE UNE PIPING ATA MINIMUM 36 INCHES OF COVER. 3. THE CONTRACTOR INSTALLING THE UNDERGROUND FIRE PROTECTION PIPING SHALL HOLD A CLASS I, 11, OR LEVEL V CERTIFICATION AS ISSUED BY THE STATE OF FLORIDA, AS REQUIRED BY FS 633.021(5), 4. ALL FIRE PROTECTION SPRINKLER SYSTEMS INSTALLED SHALL COMPLY WITH NFPA 13, AND SHALL BE MONITORED BY A COMPANY LISTED AS A CENTRAL STATION. S. HYDRANTS SHALL CONFORM TO AWWA C502 AND SHALL BE FURNISHED COMPLETE WITH WRENCH AND OTHER APPURTENANCES. MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITH AWWA C502 AND TESTS LISTED THEREIN WILL BE REQUIRED. 6. ALL HYDRANTS SHALL BE OFSREAKABLE TYPE, WITH THE BREAKABLE SECTION LOCATED SLIGHTLY ABOVE THE FINISH GROUND LINE. HYDRANTS SHALL CONTAIN TWO -TWO AND A HALF INCH (2-12-) HOSE CONNECTIONS AND ONE -FOUR AND A HALF INCH (4-12-) STEAMER CONNECTIONS WITH NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS, FIVE AND ONE QUARTER INCH (5-1/4-) VALVE OPENING, SIX INCH (6') DIAMETER MECHANICAL JOINT INLET, ONE AND ONE-HALF INCH (1-12-) PENTAGON OPERATING NUT. THE HYDRANTS SHALL OPEN COUNTERCLOCKWISE. T. ALL HYDRANTS SHALL BE PAINTED IN AN APPROVED MANNER WITH THE PRIMER PAINT BEING KOPPER'S "GLAMORTEX" NO. 622 RUST PRIMER AND THE FINISH PAINT SHALL BE TWO COATS OF ENAMEL OR SPECIAL COATING TO COLOR AS REQUIRED BY THE LOCAL FIRE DEPARTMENT. 8. BLUE PAVEMENT REFLECTORS (CAT EYES) SHALL BE PLACED IN THE CENTERLINE OF THE DRIVING LANE DIRECTLY IN FRONT OFALL FIRE HYDRANTS. THERE SHALL BE NO TREES, SHRUBS, OR LANDSCAPING PLANTED AROUND THE FIRE HYDRANTS OR IN AREAS DESIGNATED AS FIRE LANES. 9. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST: THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR VACUUM TYPE SANITARY SEWER; SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN; AND TEN FEET FROM ANY ONSITE SEWAGE TREATMENTAND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENTAND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. 10. THE SEQUENCE OFTESING AND DISINFECTION SHALL BE AS FOLLOWS: 1) CONDUCT FIRE FLOW, PRESSURE AND LEAKAGE TESTING; 2) PERFORM FLUSHING PER UTILITY REQUIREMENTS AND AVWVA C651; 3) DISINFECT THE WATER MAIN, INCLUDING VALVES AND FITTNGS; AND 4) FLUSH AFTER DISINFECTION. 11. THE CONTRACTOR SHALL PROVIDE A POST -CONSTRUCTION FIRE FLOW TEST WITNESSED AND APPROVED BY THE ENGINEER AND THE UTILITY. HYDRANTS SHALL DELNERA MINIMUM OF 1250 GPM WITH A RESIDUAL PRESSURE OF 20 PSI. 12. APPLY HYDROSTATIC TEST PRESSURE OF 200 PSI (FIRE MAINS) FOR 10 MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OFTHE LINE UNDER TEST. DO NOT EXCEED PIPE MANUFACTURER'S SUGGESTED TIME DURATION AT THE TEST PRESSURE. IF DEFECTS ARE NOTED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE LINE WITHSTAND THE TEST PRESSURE. 13. APPLY LEAKAGE TEST PRESSURE OF 2DO PSI (FIRE MAINS) MAINTAIN PRESSURE ATA MAXIMUM VARIATION OF 5% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TESTSHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THE UNE LEAKAGE SHALL BE MEASURED BY MEANS OF WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 14. NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED NON -POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 15. TESTED SECTIONS OF BURIED PIPING WITH SUP -TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L= SDP/148000 WHERE L=MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TESTED; S = LENGTH OF LINE TESTED (IN FEET); D = NOMINAL INTERNAL DIAMETER ON INCHES) OF THE PIPE; AND P = THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTON OF THE LINE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE. 16. DISINFECT ALL POTABLE WATER LINES, FIRE ONES, VALVES, FITTINGS, HYDRANTS. 17. ALL DISINFECTION WORK SHALL BE ACCEPTABLE TO THE STATE HEALTH AUTHORITY. IF ANY REQUIREMENTS OF THIS SECTION ARE IN CONFLICT IMTH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF THE AUTHORITY SHALL GOVERN. THE WATER MAIN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SHALL CONFORM TO AWWA C551. SANITARY SEWER SYSTEMS Q i. 7HE ENTITY THAT WILL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS IS INNOVATION MON7ESSORI SCHOOL. THE CONTRACTOR SH4LLMEET ALL THE REQUIREMENTSO5HO%NTTY. 2. INSTALL ALL SEWER MAINS ATA MINIMUM 36 INCHES OF COVER. 3. JOINTS SHALL MEET THE REQUIREMENTS OFASTM D3212 USING RUBBER GASKETS CONFORMING TO ASTM F477. 4. FITTINGS SHALL CONFORM TO THE SAME REQUIREMENTS AS THE PIPE. PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. SOLVENT CEMENTSHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER. S. SEWER PIPE SHALL BE COLOR CODED GREEN, STENCILED "SEWER LINE' (2" LETTERING ON TWO SIDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION). 6. INSTALL ADHESIVE IDENTIFICATION TAPE ALONG PIPELINE. TAPE SHALL BE MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH. TAPE COLOR AND LETTERING SHALL BE "SEWER UNE', BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2"- 8' PIPE -CENTER ALONG TOP HALF OF PIPE; IW -IS' PIPE -PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; ZT PIPE AND LARGER -PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. T. INSTALL WARNING TAPE ALONG ALL SEWER PIPELINES, TAPE SHALL BE 54NCH WIDE VINYL CONTINUOUS TAPE, COLORED GREEN WITH BLACK LETTERING CODED AND WORDED "CAUTON: SEWER BURIED BELOW. INSTALLALONG PIPELINE, 2 FEET ABOVE PIPE, MINIMUM OF 1 FOOT BELOW GRADE. 8. CONNECTONS TO EXISTING SEWER SHALL BE CONDUCTED IN SUCH A MANNER THAT THE EXISTING SEWER REMAINS IN OPERATION. PROVIDE BY PASS PUMPING OF EXISTING FLOWS OR COL.LECTAND LEGALLY DISPOSE OF EXISTING SEWER FLOW AS NEEDED TOACCOMMO7ATE CONSTRUCTION WHILE KEEPING EXISTING SEWER IN SERVICE. 9. PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND MANHOLES. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 10. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS, 11. ALL SERVICE LATERALS SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 12. PROVIDE LIGHT SOURCE AND MIRRORS FOR LAMPING OF SEWER. ANY SEWER IN WHICH THE DIRECT LIGHT OF A LAMP CANNOT BE VIEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SHALL BE CONSIDERED UNSATISFACTORY, UNLESS THE UNE IS DESIGNED WITH HORIZONTAL DEFLECTIONS, AND SHALL BE REPAIRED BY THE CONTRACTOR WITHOUTADDIIONAL COMPENSATION. 13. CONDUCT LOW PRESSURE AIR TESTING (4.0 PSI INITIAL PRESSURE) OF INSTALLED SEWER PIPING IN ACCORDANCE WITH ASTM F1417. MAXIMUM ALLOWABLE LEAKAGE IS O.DO15 CUBIC FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE AREA BEING TESTED. ALLOWABLE AIR PRESSURE DROP DURING THE TESTIS 0.5 PSIG. MINIMUM REQUIRED TESTTME (DURATION) IS: A) 4' PIPE=1 MIN 53 SEC; B) 6' PIPE= 2 MIN 50 SEC, OR 0.427 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; C) 8" PIPE =3 MIN 47 SEC, OR 0.760 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; D) 10" PIPE= 4 MIN 43 SEC, OR 1.187 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; E) 12' PIPE = 5 MIN 40 SEC, OR IJ09 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER. 14. CONDUCT LEAKAGE TESTING OF MANHOLES BY PLUGGING INVERTS AND FILLING MANHOLE WITH WATER. ALLOWABLE WATER DROP IN MANHOLE TO BE FIELD DETERMINED BY UTILITY AND ENGINEER. MINIMUM TEST DURATION IS 1 HOUR. 15. CONDUCT DEFLECTION TESTING OF PIPELINE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. MAXIMUM ALLOWABLE PIPE DEFLECTION IS 5%. MEASURE DEFLECTION BY MANUALLY PULLING A MANDREL THROUGH THE PIPE. THE MINIMUM MANDREL OUTER DIAMETER SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 6" SEWER = 5.45" MANDREL; 8' SEWER = 7.28" MANDREL; IW SEWER = 9.08"MANDREL; 12" SEWER = 1D.79" MANDREL; 15" SEWER = 13.20'MANDREL; 19" SEWER = 16.13" MANDREL; 21" SEWER=19.00' MANDREL; 24' SEWER = 21.35' MANDREL; 27' SEWER = 24.06' MANDREL. 16. DEFLECTION TESTING IS CONSIDERED SATISFACTORY IF THE MANDREL CAN BE PULLED BY HAND THROUGH THE PIPE BEING TESTED, IF THE MANDREL CANNOT BE PULLED THROUGH THE PIPE, REPLACE OR CORRECT THE PIPE AND RETEST UNTIL TESTING IS SATISFACTORY. ANY PIPE REMOVED OR CORRECTED DUE TO FAILING DEFLECTION TESTING SHALL ALSO BE RE -TESTED FOR LEAKAGE. PAVING, SIDEWALKS, AND CURBING 1. MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2. ROADWAY PAVING, BASE, AND SUBGRADE THICKNESSES SHALL BE IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS. 3, SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. ANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND SHALL BE IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION. 4. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0' ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITON) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. 5. FIELD COMPACTION DENSITY, STABILITY, AND THICKNESS TESTING FREQUENCIES OF SUS -BASE, BASE, AND ASPHALT SHALL BE TESTED ONCE EVERY 300 LINEAR FEET OF PAVING PER 24-FT WIDE STRIP, STAGGERED LEFT, CENTER AND RIGHT OF CENTERLINE. WHERE LESS THAN 300 LINEAR FEET OF SUB -BASE, BASE, AND ASPHALT IS PLACED IN ONE DAY, PROVIDE MIN. OF ONE TEST FOR EACH PER DAYS CONSTRUCTION ATA LOCATION DESIGNATED BY THE ENGINEER. ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM GRAB SAMPLES COLLECTED ONCE EVERY 1800 SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE (OR A MINIMUM OF ONCE PER DAY). 1. ALL MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM SIZE DIAMETER OF MANHOLES SHALL BE 48' FOR SEWER LINES 21' IN DIAMETER OR LESS, INTEGRALLY CAST STEPS WITHIN PRECAST STRUCTURES ARE NOTALLOWED. 2. BASES SHALL BE ONE-PIECE PRECAST BASE SECTIONS CONSISTING OF INTEGRALLY CAST SLAB, BOTTOM RING SECTION AND CONCRETE FLOW CHANNELS, BASE SECTIONS SHALL HAVE INTEGRAL INVERTS WITH GASKETS TO MATCH THE PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL INVERT ANGLES, PROVIDE OUTLET STUBS WITH JOINTS TO MATCH THE PIPE. 3. RISERS SHALL BE PRECAST REINFORCED CONCRETE PER ASTM C478, MANUFACTURED USING SULFATE RESISTANT CEMENT (ASTM C150, TYPE 11). RISERS SHALL BE 484NCH DIAMETER UNLESS OTHERWISE INDICATED AND SHALL HAVE A MINIMUM WALLTHICKNESS OF 5INCHES. 4. GASKETS FOR SEATING PRECAST SECTIONS SHALL BE COLD ADHESIVE PREFORMED PLASTIC GASKETS CONFORMING TO FDOT SPECIFICATION 942-2, UNLESS OTHERWISE INDICATED. 5. UNLESS OTHERWISE INDICATED, CONE TOP SECTIONS SHALL BE PRECAST, ECCENTRIC TYPE WITH 244NCH DIAMETER TOP OPENING CONFORMING TO ASTM 0478. PROVIDE 84NCH MINIMUM THICKNESS FLATSLAB TOPS WITH ECCENTRIC 24 INCH DIAMETER OPENING, UNLESS OTHERWISE INDICATED. 6, PROVIDE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE. CONNECTION OF CONCRETE PIPE TO THE MANHOLE SHALL BE MADE WITH NONSHRINK METALLIC GROUT. CONNECTION OF DUCTILE IRON OR PVC PIPE TO THE MANHOLE SHALL PROVIDE A WATERTIGHT CONNECTION PER ASTM C923, WHERE CONNECTORS ARE USED, THEY SHALL BE INSTALLED IN THE MANHOLE WALL BY ACTIVATING THE EXPANDING MECHANISM IN STRICT ACCORDANCE WITH THE RECOMMENDATION OF THE CONNECTOR MANUFACTURER. THE USE OF ADHESIVES OR LUBRICANTS FOR INSTALLATION OF RUBBER CONNECTORS IS PROHIBITED. 7. FRAMES AND COVERS SHALL BE GREY IRON PER ASTM A48, CLASS 30B AND SHALL BE U.S. FOUNDRY TYPE 227AS, TRAFFIC BEARING (AASHTO H-20 LOADING), UNLESS OTHERWISE NOTED IN THE DRAWINGS. CASINGS SHALL BE SMOOTH, CLEAN, FREE FROM BLISTERS, BLOWHOLES, AND SHRINKAGE. RAISED LETTERING ON COVERS SHALL BE -STORM-, -SEWER', OR AS DETAILED ON THE DRAWINGS. 8. PROVIDE CAST IRON INLETS, FRAMES, AND GRATES IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. ALL FRAMES AND INLET GRATES SHALL BE PRODUCTS OF U.S. FOUNDRY 8 MANUFACTURING CORPORATION, OR EQUAL. 9. ALL INLET GRATES SHALL BE SECURED BY CHAIN AND EYEBOLTTO THE TOP OF THE STRUCTURE. 10. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL MATCH FINISHED GRADE. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN GRASSED AREAS SHALL BE 4' ABOVE FINISHED GRADE (UNLESS NOTED OTHERWISE). 11. ALL MANHOLES AND CLEAN OUTS CONSTRUCTED WITHIN PAVED AREAS SHALL BE INSTALLED WITH TRAFFIC BEARING RINGS AND COVERS, 12. MANHOLE COATINGS AND FINISHES SHALL BE: 13. SANITARY SEWER MANHOLE INTERIOR -BITUMINOUS EPDXY COATING, MINIMUM DRY FILM THICKNESS =16 MILS. 14. INTERIOR OF MANHOLES WHICH RECEIVE FORCE MAIN DISCHARGE - INTEGRALLY ATTACHED INTERIOR LINER, FULL HEIGHT, FIBERGLASS LINER. LINER THICKNESS TO BE IN ACCORDANCE WITH THE DRAWINGS. 16. EXTERIOR -BITUMINOUS EPDXY COATING, MINIMUM DRY FILM THICKNESS =16 MILS, STORM SEWER SYSTEMS 1. REINFORCED CONCRETE PIPE (RCP) JOINTS SHALL COMPLY WITH ASTM C443 AND FOOT SPECIFICATION SEC71ON 430, AND RUBBER GASKETS SHALL COMPLY WITH FOOT SPECIFICATION SECTION 942. MINIMUM COVER OVER THE PIPE, INCLUDING COVER OVER THE BELL OF THE PIPE WHERE APPLICABLE, SHALL BE 30 INCHES. 2. RCP PIPE SHALL NOT BE SHIPPED FROM MANUFACTURER UNTIL THE COMPRESSIVE STRENGTH OF THE PIPE HAS REACHED 4D00 PSI AND A MINIMUM OF 5 DAYS HAVE PASSED SINCE THE MANUFACTURING OR REPAIR OF THE PIPE HAS BEEN COMPLETED, 3. UNDERDRAIN PIPE SHALL BE PERFORATED POLYVINYL CHLORIDE PIPE IN ACCORDANCE WITH ASTM F758. FILTER FABRIC UNDERDRAIN SOCK SHALL BE TYPE D3IN ACCORDANCE WITH FDOT INDEX NO. 199. 4. ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL BE IN ACCORDANCE WITH FDOTINDEX NO. 199, TYPE D.3, A.O.S. 70-100. INSTALL IN ACCORDANCE NTH FDOT INDEX NO.280. PROVIDE MINIMUM 12" OVERLAP. S. INSTALL POLYETHYLENE PIPE IN ACCORDANCE WITH ASTM D2321. BACKFILL AND COMPACT EVENLY ON EACH SIDE TO PREVENT DISPLACEMENT. MINIMUM COVER OVER POLYETHYLENE PIPE SHALL BE AS FOLLOWS: A) PIPE UNDER FLEXIBLE PAVEMENT, RIGID PAVEMENT, OR UNPAVED AREAS WHERE BEDDING IS SUITABLE SOILS AS DEFINED IN THE GENERAL NOTES: MINIMUM COVER SHALL BE 36 INCHES OR ONE PIPE DIAMETER, WHICHEVER IS GREATER; B) PIPE UNDER FLEXIBLE PAVEMENT, RIGID PAVEMENT, OR UNPAVED AREAS WHERE BEDDING IS MANUFACTURED AGGREGATES CLASS 1A OR 1B AS DEFINED IN ASTM D2321: MINIMUM COVER SHALL BE 30 INCHES OR ONE PIPE DIAMETER, WHICHEVER IS GREATER. 6. INSTALL UNDERDRAINS IN ACCORDANCE WITH FOOT SPECIFICATION SECTION 440. INSTALL CLEANOUTS AS SHOWN ON THE DRAWINGS. T. PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND STRUCTURES. B. ALL STORM PIPE SHALL BE SUBJECTED TO LEAKAGE TESTNG. WHEN THE GROUND WATER LEVEL IS ABOVE THE TOP OF THE PIPE, AN INFILTRATION TEST SHALL BE PERFORMED BY SEALING OFF LENGTH OF PIPE AND MEASURING THE DEPTH OF FLOW OVER A MEASURING WEIR, OR BY PUMPING THE INFILTRATED WATER INTO CONTAINERS FOR MEASUREMENT. TESTS SHALL BE CONDUCTED FOR A MINIMUM OF FOUR HOURS. INFILTRATION LEAKAGE SHALL NOT EXCEED 150 GALLONS PER 24 HOURS, PER INCH DIAMETER, PER MILE OF PIPE. WHEN THE GROUND WATER LEVEL IS BELOW THE TOP OF THE PIPE, THE PIPE SHALL BE TESTED FOR LEAKAGE BY EXFILTRATION. EXFILTRA71ON LEAKAGE TEST SHALL CONSIST OF ISOLATING THE PARTICULAR SECTION, FILLING WITH WATER TO A POINT FEET ABOVE THE TOP OF THE PIPE ATTHE UPPER MANHOLE OR INLET, AND ALLOWING ITTO STAND NOT LESS THAN FOUR HOURS. THE SECTION SHALL THEN BE REFILLED WITH WATER UP TO THE ORIGINAL LEVEL AND AFTER TWO HOURS THE DROP IN WATER SURFACE SHALL BE MEASURED, THE COMPUTED LEAKAGE SHALL NOT EXCEED 150 GALLONS PER INCH DIAMETER, PER 24 HOURS, PER MILE OF PIPE. SIGNS AND PAVEMENT MARKINGS 1. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' AND THE LATEST IMPLEMENTED EDITION OF FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH RAISED PAVEMENT MARKERS (TYPE 911-4"z 4"). RAISED PAVEMENT MARKERS ARE TO BE INSTALLED IN ACCORDANCE WITH THESE PLANS AND FOOT INDEX NO.17352. 3. PARKING STALL PAVEMENT MARKINGS SHALL BE PAINTED. PAINT SHALL MEET THE REQUIREMENTS OF FOOT SPECIFICATION SECTION 971, NON -REFLECTIVE WHITE TRAFFIC PAINT, TWO COATS, 4. ALL ROADWAY TRAFFIC SIGNS SHALL BE MANUFACTURED USING HIGH INTENSITY RETROREFLECTIVE MATERIALS. THE BACK OF ALL FINISHED PANELS SHALL BE STENCILED WITH THE DATE OF FABRICATION, THE FABRICATOR'S INITIALS, AND THE NAME OF THE SHEETING IN THREE-INCH LETTERS. S. INTERNAL SITE TRAFFIC SIGNS ARE NOT REQUIRED TO BE RETROREFLECTVE. 6. THE CONTRACTOR SHALL VERIFY THE REQUIRED LENGTH OF THE SIGN COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. T. CONTRACTOR SHALL PROVIDE AND INSTALL ALL SIGNS,BASES, ANCHOR BOLTS, CONDUITS, WIRING, ETC. 8. ALL PAVEMENT MARKINGS REQUIRE LAYOUTAPPROVAL IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 9. PRIOR TO FINAL PAVEMENT MARKING INSTALLATION, A TWO WEEK CURE 71ME OF THE ASPHALT IS REQUIRED. www.cphcorp.com A Full Service A & E Firm Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Ff. 327TI Ph: 407.322.6841 Licenser. Eng. C.O.A. No. 3215 Survey L.B. No. T143 Arch. Lic, No, AA2600926 Lndscp. Lic, No, LC0000298 ui O: ¢o iZ 9 W a a Ii w Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: NONE Job No.: B18202 Date: 2/28/2017 1 In 2D17 W W W O z J W z W 0 z z J ro Q 'Q W 0.0 z U) 0 C QDU Z Y aT C ro Wa0 J w d U°0 (q00 W z o Qm J Sheet No. VON 47 THIS SHEET NOT VAUD FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. - C0.4 - GENERAL NOTES SHEET PHASE 2.dsa, 4/7/2017 4.25:45 PM. C=wtly , Rcb.rt C.. soh - CIA And ACONDITIONS OF APPROVAL SECTIONA. GENERAL 1. THE CITY OF OCOEE, FLORIDA (THE "CITY? IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, 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. 2. THIS PROJECT SHALL BE DEVELOPED IN TWO (2) PHASES. 3. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 4. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THE PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE OF ORDINANCES (THE "CODE'), WHICH CODE INCLUDES CHAPTER 180, THE CITY OF OCOEE LAND DEVELOPMENT CODE (THE -LAND DEVELOPMENT CODE). 5. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPUCITLY SET OUT ON THE PLAN. 6. ANY DAMAGE CAUSED TO ANY PUBLIC STREETS AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPUCABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 7. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREETS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLANFINAL SITE PLAN, 8. ALL EXISTING STRUCTURES QNCLUDLNG BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACIUTIES) WILL BE REMOVED ANDIOR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 9, DEVELOPMENT OF THIS PROPERTY IS SUBJECT TO THAT CERTAIN MONTESSORI SCHOOL DEVELOPMENT AGREEMENT DATED JAN. 17. 2017 AS RECORDED IN OFFICIAL RECORDS BOOK_ PAGE_ PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. 10. ALL LEGAL INSTRUMENTS INCLUDING, BUT NOT LIMITED TO 00 DECLARATIONS OF COVENANTS, EASEMENTS AND RESTRICTIONS FOR THE PROPERTY; (11) ARTICLES OF INCORPORATION AND BYLAWS OF THE PROPERTY OWNERS' ASSOCIATION (THE "ASSOCIATION'); AND QLI) WARRANTY DEEDS, EASEMENTS AND BILL OF SALE DOCUMENTS TO THE ASSOCIATION, THE CITY, THE COUNTY ANDIOR THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT CSJRWMDr) SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO PLATTING ALL OR A PORTION OF THE PROPERTY. 11. PARKIN FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LAND DEVELOPMENT CODE. 12. EACH FIRE HYDRANT SHALL BE PAINTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 13. THE OWNER OF EACH TRACT SHALL BE RESPONSIBLE FOR INSTALLING REUSE LINES ALONG WITH THE OTHER SUBDIVISION INFRASTRUCTURE. AT SUCH TIME AS REUSE WATER IS AVAILABLE TO THE PROPERTY, THE OWNER SHALL BE RESPONSIBLE FOR CONNECTION TO THE REUSE SYSTEM LINES. 14. PURSUANT TO THE LAND DEVELOPMENT CODE, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION OF THE CITY. 15. TO THE EXTENT THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL CONFLICT WITH THE LAN DEVELOPMENT CODE, THE PROVISIONS OF THE LAND USE PLAN AND THESE CONDITIONS OFAPPROVAL SHALL CONTROL. 15. OF TO CITY] TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED TO THE CITY AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. SECTION B. TREES 1. EXISTING TREES EIGHT FEET (5) OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH- TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE; THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES 2. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS OR TRACTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON THE SAME EXCEPT AS SPECIFIED IN THE APPROVED FINAL SUBDIVISION PLANFINAL SITE PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTSITRACTS. 3. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHTrOF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLANFINAL SITE PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS AND TRACTS WILL BE EVALUATED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT OR TRACT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 4. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHTS -OF -WAY AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. S. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE OWNER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. 6. THE FINAL- GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS AND TRACTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. 7. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR, SECTION C. EASEMENTS/UTILITIES 1. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR ATTHE TIME OF PLATTING. 2. ALL UTILITIES TO BE PLACED WITHIN THE TEN FOOT (10) EASEMENT ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 3. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 4. UNLESS OTHERWISE NOTED, A FIVE FOOT (5) UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND TEN FOOT (10) UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAYS. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED, 5. ALL DRAINAGE, U71UTY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE ASSOCIATION OR OWNER. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OR TRACTOWNERS. 6. DRAINAGE EASEMENTS BETWEEN LOTS AND TRACTS ARE SHOWN FOR LOCATION ONLY. FINAL EASEMENT DIMENSIONS WILL BE SHOWN ON THE FINAL SUBDIVISION PLAWFINAL SITE PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 7. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING. 8. AN EMERGENCY ACCESS EASEMENT TO THE RETENTION PONDS AND OVER ALL DRAINAGE EASEMENTS SHOWN HEREON IS HEREBY GRANTED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OF LIABILITY UPON THE CITY TO ENTER UPON THE PROPERTY IT DOES NOT OWN OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE PROPERTY. SECTION D. ASSOCIATION 1. INTENTIONALLY DELETED. SECTION E. STREETS 1. INTENTIONALLY DELETED. SECTION F. STORMWATER MANAGEMENT SYSTEM 1. ALL RETENTION PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. 2. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATER NEEDS OF ALL PUBLIC ROADS WITHIN THE PROJECT. 3. ALL BUILDING SETBACKS FROM ALL RETENTION AREAS SHALL BE FIFTEEN FEET (15) FEET FROM THE TOP OFTHE BANK. 4. UNLESS OTHERWISE SPECIFICALLY PROVIDED FOR, THE SWMS, INCLUDING ALL PIPES, INLETS, MANHOLES, STRUCTURES AND RETENTION PONDS, WILL BE OWNED, OPERATED AND MAINTAINED BY THE OWNER. S. NOTWITHSTANDING THE CONVEYANCE OF THE RETENTION PONDS TO THE OWNER OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE OWNER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS, INCLUDING ALL RETENTION PONDS, UNTIL SUCH TIME AS: I. THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND THE APPROPRIATE CERTIFICATE OF COMPLETION IS ISSUED BY BOTH THE CITY AND THE SJRWMD; 0. THE RETENTION PONDS INTENDED TO BE CONVEYED TO THE OWNER HAVE IN FACT BEEN CONVEYED TO THE OWNER; II. THE OWNER IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY THE SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD; iv. THE CITY HAS BEEN PROVIDED WITH A COPY OF THE OWNER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS; AND v. THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE OWNER ACKNOWLEDGING RECEIPT OF THE OWNER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS, 6. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS AND ANY LIFT STATION TRACT SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THOSE CORRESPONDING PHASES, SECTION G. WETLANDSI100 YEAR FLOOD PLAIN 1. ALL FINISHED FLOOR ELEVATIONS WILL EXCEED THE 100-YEAR FLOOD PLAIN BY A MINIMUM OF TWO FEET (2). 2. THE OWNER SHALL COMPLY WITH ALL REQUIREMENTS OF THE CITY AN OTHER GOVERNMENTAL ENTITIES WITH JURISDICTION TO PROTECT THE WETLANDS BEING PRESERVED AND TO PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION BELOW THE NATURAL WETLAND LINES. FURTHER, THE AREAS BELOW THE NATURAL WETLAND LINES SHALL BE FENCED OFF (AND SILT FENCES SHALL BE INSTALLED) DURING CONSTRUCTION ACTIVITIES IMMEDIATELY ADJACENTTO THE WETLANDS, IN ORDER TO MINIMIZE DISTURBANCES OF THE WETLANDS DURING CONSTRUCTION. 3. WETLAND AND EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY IS REGULATED BY SJRWMD AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. GENERAL OR INDIVIDUAL PERMITS ARE REQUIRED FROM THESE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4, AT THE TIME OF SUBMITTAL OF THE FIRST PRELIMINARY SUBDIVISION PLAN OR SITE PLAN REVIEW FOR THE PROPERTY, THE OWNER WILL MAP THE JURISDICTIONAL WETLAND LINE ON THE SITE AND ESTABLISH A TWENTY-FIVE FOOT (25) UPLAND BUFFER FROM THAT LINE. DEPENDING ON THE RESULTS, THE CITY MAY ALSO REQUIRE A CONSERVATION AND DRAINAGE EASEMENT OVER ANY WETLANDS OR ADJOINING CONSERVATION AREA. THE USABLE AREA OF THE SITE WILL BE REDUCED BY THIS ACREAGE AND ALL DEVELOPMENT CRITERIA WILL BE REDUCED PROPORTIONATELY. PRIOR TO OR AT THE TIME OF DEVELOPMENT OF ANY PORTION OF THE PROPERTY, IF A CONSERVATION AND DRAINAGE EASEMENT IS REQUIRED, THE OWNER SHALL CONVEY TO THE CITY THE CONSERVATION AND DRAINAGE EASEMENT, THE FORM OF WHICH SHALL BE APPROVED BY THE CITY PRIOR TO THE CONVEYANCE. SECTION H. COMMERCIAL PROJECTS INTENTIONALLY DELETED. INTENTIONALLY DELETED. SECTION J. TOWNHOME PROJECTS INTENTIONALLY DELETED. SECTION K. WEKIVA STUDY AREA 1. FOR DEVELOPMENT OR REDEVELOPMENT OF PROPERTY LOCATED OUTSIDE THE OCOEE COMMUNITY REDEVELOPMENT AREA (CRA) BUT WITHIN THE WEKIVA STUDY AREA (`NSA' BOUNDARY, AND WITH THE EXCEPTION OF A SINGLE-FAMILY HOME ON AN EXISTING LOT, THOSE PORTIONS OF PROPERTIES THAT CONTAIN AT LEAST ONE (1) OF THE THREE (3) FOLLOWING RESOURCES: 0) MOST EFFECTIVE RECHARGE AREAS, (11) KARST FEATURES, OR (111) SENSITIVE NATURAL HABITATS INCLUDING LONG LEAF PINE, SAND HILL, XERIC OAK SCRUB, OR SAND PINE SCRUB VEGETATIVE COMMUNITIES, ARE BE SUBJECTTO A MINIMUM THIRTY-FIVE PERCENT (35%) WEKIVA OPEN SPACE REQUIREMENT. 2. OPEN SPACE REQUIRED TO BE PRESERVED WITHIN THE WSA BOUNDARY IS DEFINED AS: ANY PORTION OF A PARCEL OR AREA OF LAND THAT REMAINS UNDEVELOPED, OR MINIMALLY DEVELOPED, SUCH AS TRAILS AND BOARDWALKS AS PART OF A NATURAL RESOURCE PRESERVE OR RECREATION AREA, STORMWATER RETENTION AREAS THAT FOLLOW BEST MANAGEMENT PRACTICES (BMPS), UPLAND BUFFER RETENTION SWALES (PER POLICY 7.7.3), NATURALLY VEGETATED AREAS, AND TRACTS FOR PEDESTRIAN CONNECTIONS, SUCH DESIGNATED OPEN SPACE EXCLUDES WATERBODIES, LOTS, STREET RIGHTS OF WAY, PARKIN LOTS, IMPERVIOUS SURFACES AND ACTIVE RECREATION AREAS INCLUDING GOLF COURSES, ALL WEKIVA OPEN SPACE AREAS SHALL BE RESTRICTED TO PROHIBIT USE OF FERTILIZER AND CHEMICAL APPLICATIONS, BUT MAY PERMIT MECHANICAL METHODS FOR ROUTINE MAINTENANCE. RULE 9J-5.003(84), F.A.C. LWEKIVA PARKWAY AND PROTECTION ACT (W'PPA): CH. 369.321(3), F.S.] 3. NATURALLY VEGETATED SWALES ARE REQUIRED TO BE PLACED WITHIN THE UPLAND BUFFERS SURROUNDING LAKES OR WETLANDS. THE PURPOSE OF THESE SWALES IS TO IMPROVE THE WATER QUALITY OF THE STORMWATER RUNOFF AND ENSURE THAT THE SWALE FILLS AND EXFILTRATES INTO THE SOIL SO THAT THERE IS NO SHEET FLOW INTO THE LAKE OR WETLAND. THIS METHOD OF WATER QUALITY IMPROVEMENT SHALL MIMIC THE ABSORPTION AND POLLUTANT REMOVAL ABILITIES OF A NATURAL LOW SPOT IN THE TOPOGRAPHY AND MUST FOLLOW ACCEPTED BEST MANAGEMENT PRACTICES (BMPS). STORMWATER RUNOFF FROM DEVELOPED LANDS ADJOINING WETLANDS, LAKES ANDIOR FLOODPLAIN AREAS SHALL BE DIVERTED TOWARDS SWALES, HOLD THE RUNOFF, AND THEN ALLOW IT TO SLOWLY RELEASE INTO THE SOIL COLUMN. (WEKIVA PARKWAY AND PROTECTION ACT (WPPA): CH. 369.321(3), F.S.] SECTION L. WEST ORANGE TRAIL 1. A PUBLIC TRAIL TRACT AS DEPICTED ON THE PLAN SHALL BE DEDICATED TO THE CITY AT THE TIME OF PLATTING FOR CONNECTION THROUGH THE PROPERTY TO THE WEST ORANGE TRAIL. SYMBOLS: ABBREVIATIONS: No -AIRCONDITIONER amA� XXJ(X TOP OF CURB ELEV. APPROX -APPROXIMATE XXXX PAVEMENT ELEV. ASPH -ASPHALT XX.XX PAVEMENT ELEV. AVG -AVERAGE www.cphcorp.com 0 PARKIN SPACE COUNT BFP BLK -BACK FLOW PREVENTER -BLOCK AFull Service DIRECTION OF FLOW BLDG -BUILDING may-° SLOPE OF FLOW Boo -BACKOFCURB A & E Firm Plans Prepared By.. CPH, Inc. RR RIP RAP -GROUTED BOW C&G -BACK OF WALL -CURB &GUTTER S00 West Fulton St. CE - CONSTRUCTION ENTRANCE M C.O. CLEAN OUT GL -CENTERLINE Sanford, FI. 32TTI ® D.S. DOWN SPOUT CMP -CORRUGATED METAL PIPE Ph: 407.322.6841 COW -CONCRETE Licenses: Eng. C.O.A. No. 3216 STORM SANITARY MANHOLE DEPT -DEPARTMENT Survey L.B. No. 7143 ® DITCH BOTTOM INLET ELEC EM -ELECTRIC -ELECTRICAL METER Arch. Llc, No. AA2600926 Lndscp. Llc. No. LC0000298 ELEV - ELEVATION MITERED END SECTION EDP -EDGE OF PAVEMENT © FLARED END SECTION FDC -FIRE DEPARTMENT CONNECTION "U" TYPE END WALL ® FOOT FF - FLORIDA DEPARTMENT OF TRANSPORTATION -FINISH FLOOR w o_ tJN (� FG -FIMSHGRADE >� FLUME FH -FIRE HYDRANT < 6 /�1 FM -FORCE MAIN ' Z O ui '/`�J\ FOC -FACE OF CURB ]a: CURB INLETS FP&L - FLORIDA POWER AND LIGHT Oa[2 GOWT -GOVERNMENT W FIB -HOSE BIB HC -ADAACCESSIBLE NYLOPLAST DRAIN BASIN HDPE - HIGH DENSITY POLYETHYLENE PIPE INV -INVERT IRR -IRRIGATION ® RETAINING WALL ME - MATCH EXISTING ELEVATION MES -MITERED END SECTION ,sY� FIRE HYDRANT MH -MANHOLE PVC -POLYVINYL CHLORIDE PIPE A FIRE DEPARTMENT CONNECTION PVMT -PAVEMENT T� I.T�.,Tq r WATER LINE FITTINGS R RCP RADIUS -REINFORCED CONCRETE PIPE N GATE VALVE REV -REVISION REDUCER RWV SF -RIGHT-OF-WAY -SQUAREFEET O PC1 PIPE CROSSING SANG -SIDEWALK U) TOB -TOP OF BANK Z C(Dj UTILITY POLE SITE UGHTING TOE TW -TOE OF SLOPE -TOP OF WALL W o O< TYP -TYPICAL UNK -UNKNOWN A l7rL W1 -UNDERGROUND TELEPHONE ONES -WITH SECTION WV 'WATER VALVE (CROSS SEE CONSTRUCTION DETAILS SHEET) W a -14 RETAINING WALL ELEVATION LINE TYPES- - p Q GUIDE RAIL - - - BASIN LINE - - - - - - BUILDING SETBACK LINE X X FENCE (AS NOTED ON PLAN) CONTOUR ELEVATION EASEMENT E ELECTRIC LINE ro FIBER OPTIC FW FIRE WATER FM FORCE MAIN ces GAS UNE _---- H.P. HIGH POINT Ic IRRIGATIONUNE LANDSCAPE BUFFER oHe OVERHEAD ELECTRIC PROPERTY LINE RAILROAD m m RECLAIM WATER s SANITARY SEWER STORM PIPE Ta TAMPER SWITCH r TELEPHONE LINE s TEMPORARY SILT FENCE UB UTILITY BOLLARD CONDUIT W WATERMAIN WALL (AS NOTED ON PLAN) NOTE: ITEMS SHOWN THAT ARE DASHED / SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN THAT ARE SOLID / BOLD REPRESENT PROPOSED CONDITIONS. SIGNS: IS) - BUS STOP (R7-7) (ONE) - DO NOT ENTER (R5-1) (FL) - NOPARKING - FIRE LANE(R794) I-) -o- HANDICAP (FTP-25) I-) --o- KEEP RIGHT (R4.7A) (KU -sr- KEEP LEFT(R4-BA) (LTO) v LEFT TURN ONLY (R35Q (ME) - MEDIAN (R4.7) (R4A) (ND) -v- NO DUMPING MU -o•- NO LEFT TURN (R3-2) (NI-1) v NO UTTERING (NOR) -a- NO RIGHT TURN (R3-1) (NOT) v NO TRUCKS (R5-2A) (NP) - NO PARKING (R7-1) (1V1) - ONE WAY (R6-1 L) (RSAR) (PE) -o-- PEDESTRIAN CROSSING(W11-2) (RTO)-o- RIGHT TURN ONLY(R3-5R) (Rt) _lT__ ROW NUMBER (SL) -o- SPEED LIMIT(R2-X) (ST) - STOP (R1-1) (TZ) - TOW AWAY ZONE (RT-201) FE) - TRUCK ENTRANCE (,YL)-o-- WEIGHT UMIT(R12-5) MM - WRONG WAY (R5-1A) (Y) - YIELD (R1-2) (DTI)- RESERVED DRIVE-THRU PARKING Designed: M. Socha Drawn: R. Carpentier Checked: M. 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I I- ` I (' I, x I I _ _ _ I I \ __ _ ��ll _ _ I I � I .'I it f� s�, .I.r, ar I- v,vvv.I-,- , - , . .... %/vvv _- I _ __ i I - lij I _ ••v• \`, ,i, ,.._ _.____----'.'_._ -ems !� :--�_ --, f`-' PI"_ __( _ - _\ __ cl tUl(11 .A;, f/ _ v •,•• j \ \ �l'1rT_.s-,.'F"`" . +_ K -. �- -I _ .".\ , _ _\ �., ,_11 ,� 1 - - -.",, t i" _ 1"'" .1 i k _ _ . _..:...�� "' . __ _r,:,q -tea ,� , :7, r I,+,n Tv" ••v• > - r _ , , \ Y __, FLU: RURAL (000NfY) lI 4 t, l 'Ile G o ZONING A-1 (COUNT( __ 1, k STORMWATER DISCHARGE POINT _ --. �- „=t---�;t Ir 1I J l LAT.: 28. 35' 31.68' N - _1 ri IAI:(!'7 / Tr- 1� t-11 1 I;,kk',, I I LON.: 81' 3Z 42.8W W .t_. - (u,.n tU �i L 'r'�%I r i ;, u 1 11 DRAINS TO ONSITE WETLANDS THAT ULTIMATELY STORMWATER DISCHARGE PO INT#Z' I yli tl I DISCHARGES TO LAKE APOPKA. LAT.: 28' 36 30.98' N j DRAINAGE AREA= 12.58t ACRES. LON.: 81' 3Z 33,68- W -I, 0 I DISCHARGES TON. LAKEWOOD AVENUE THAT LEGEND ULTIMATELY DISCHARGES TO LAKE APOPKA SEQUENCE OF CONSTRUCTION ALL CONSERVATION AREAS SHALL REMAIN DRAINAGE AREA = 0.27t ACRES. �-- DIRECTION OF FLOWN %SLOPE UNDISTURBED AND ALL CONSTRUCTION, DUMPING THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION AS AND DISTURBANCE TO SOILS AND VEGETATION DESCRIBED BELOW. IFTHECONTRACTOR FINDS THAT THE SEQUENCE NEEDS - SITE PROPERTY LINE INCLUDING MOWING, TRIMMING AND REMOVAL IS TO BE MODIFIED, THE CONTRACTOR SHALL CONTACT THE CEC FOR FURTHER PROHIBITED, SIGNS WILL BE LOCATED EVERY BY DIRECTION. THE THE OR REMOVAL OF BMPS, EARTH DISTURBANCE, - , . , . , . , - LIMITS OF DISTURBANCE OR EVERY CHANGE IN DIRECTION, WHICHEVER IS GRADING, TEMPORARY STABILIZATION AND PERMANENT STABILIZATION SHALL LESS. BE IMMEDIATELY NOTED IN THE SWPPP IMPLEMENTATION LOG AND ON THE SITE ---- TEMPORARY SILT FENCE MAP. THE CONTRACTOR SHALL DISTURB ONLY THOSE AREAS NECESSARY TO INSTALL THE BMPS UNTIL DIRECTED IN THE SEQUENCE TO BEGIN CLEARING AND GRUBBING OPERATIONS. ALLTEMPORARY BMPS SHALL BE REPAIRED AND �••-•• ... ... �•• -•• -•• - SOIL DESIGNATION BOUNDARY MAINTAINED UNTIL STABILIZATION HAS OCCURRED AND THERE IS NO RISK OF DISCHARGE, THEN THEY SHALL BE REMOVED. - - - - - -19J- - - - - - EXISTING CONTOUR ELEVATIONS 1. POST A COPY OF THE NO] OR LETTER FROM FOEP CONFIRMING COVERAGE M PROPOSED CONTOUR ELEVATIONS UNDER THE GENERIC PERMIT, AND THE NAME AND PHONE NUMBER OF THE CONTRACTOR'S REPRESENTATIVE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL INSTALLATION AND MAINTENANCE ON A 24 HOUR BASIS. 2. INSTALL PERIMETER CONTROLS IMMEDIATELY DOWNSTREAM OF THE vvvvvv 26WIDE WETLAND BUFFER 60 0 60 120 PLANNED LOCATION OF THE CONSTRUCTION EXIT. v v v v v 3. INSTALL STABILIZED CONSTRUCTION EXIT. 4. INSTALL REMAINING PERIMETER CONTROLS. CE TEMPORARY STONE 5. INSTALL TEMPORARY PARKING AND STORAGE AREAS (TRAILER,PARKING, CONSTRUCTION EXIT LAY DOWN, SANITARY FACILITIES, WHEEL WASH, CONCRETE WASHOUT, Graphic Scale in Feat MASONS AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE EXISTING WETLANDS AREA P CONTAINERS, ETC). 6. CONSTRUCT AND STABILIZE THE SEDIMENT BASINS AND SEDIMENT TRAPS WITH APPROPRIATE OUTFALL STRUCTURES T. CONSTRUCT AND STABILIZE HYDRAULIC CONTROLS (DITCHES, SWALES, DIKES, CHECK DAMS, 8, BEGIN DEMOLITION, CLEARING AND GRUBBING OPERATIONS AS APPLICABLE. S. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PROPOSED INLET PROTECTION 10, TEMPORARILY SEED, IMMEDIATELY AND THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 11. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 12. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET SOILS LEGEND STRUCTURE IS INSTALLED. 13. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES AS O SOIL TYPE: BASINGER FINE SAND EACH INLET STRUCTURE IS INSTALLED. 14. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 2Q SOILTYPE IMh1OKALEE FINE SAND 15. PREPARE SITE FOR PAVING. 16. PAVE SITE. 44 SOIL TYPE SMYRPASMYRNA, WET, 17, INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS FINE SAND WORK PROGRESSES. 18. COMPLETE GRADING AND INSTALL PERMANENT STABILIZATION OVER ALL 46 SOIL TYPE: TAVARES FINE SAND AREAS, 19. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), 20. SUBMIT NOTICE OF TERMINATION (NOT) ONCE ALL CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED PER PLAN. DEWATERING NOTE: THIS PROJECT IS NOT WITHIN SM FEET OF A SITE IDENTIFIED AS CONTAMINATED BY A DEP OR EPA CLEANUP/RESTORATION PROGRAM. DISCHARGE OF PRODUCED GROUNDWATER FROM DEWATERING ACTIVITIES AT THIS SITE IS PERMITTED UNDER THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NPDES GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES. REFER TO THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NPDES GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES FOR MORE INFORMATION ,b\316202\Ci19\DB'0\0Adon\Plml 9-1.\CIA - STORMWATER POLLUTION PREVENTION PLANA- 4/1/2017 4:26:45 PM. C.-tiar, Hobart C. -h - CIA And Lmdscapaetb STORMWATER POLLUTION PREVENTION NOTES 1 y THIS PLAN Kos BEEN PREPARED TO ENSURE COMPLIANCE WITH RULES OF THE FLORIDA, DEPARTMENT OUSTCONTROL , h �� `- ,;,,,�• OF ENVIRONMENTAL PROTECTION, CHAPTER 17-25-FAC AND THE ST. JOHNS RIVER WATER A RARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION A9 NECESSARY TO MINIMIZE THE MANAGEMENT DISTRICT. TRANSPORT OF FUGITIVE DUST. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE I' UNDER CONSTRUCTION. STEDE LOCATION: A. SITE LOCATION: www.0 hoot .com P P -, B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION BARE EARTH AREAS SHALL BE VEGETATED. THE SITE IS LOCATED ON N. LAKEWOOD AVE. SOUTH OF LL PULLERS G 059 D OCOFLORIDA P R R ft E FL E C. AT ANY BOTH DURING AND AFTERS SITE CONSTRUCTION VEGETATIOND Full Service ji ! 7 0 - I IA THAT WATERING AOF FUGITIVE B SITE CONDITIONS & ACTIVITIES NARRA E I qTl NI I TIV ARE NOT EFFECTIVE IN CONTROLLING WIND ER0610N1 MlDIOR TRANSPORT OF FUG T E DUST T E C N THE EXISTING SITE IS BORDERED BY FORESTED WETLANDS TO THE WEST D SUBJECT OTHER METHODS AS NECESSARY FOR SUCH SHALL BE EMPLOYED. THESE METHODS A & E Firm I% CTARE PROPERTY CONSISTS MAINTAINED AR S.IFRCONTROL YARDS WITH MAY INCLUDE ERECTION OF DUST CONTROL FENCES. REWIRED, OUST FENCES SHALL E (5) RESIDENTIAL DWELLINGSD,AWITH MAIPENS. Plans Prepared By: CPH, Inc, I: c COF ITRUS ECONTROLEXCEPT V ORNlAAEPITALAND CITRUSVEGETATIONI,AWORK SHED,MIDANIMAL PENlS.THE6TESLOPES EAST BE CONSTRUCTED IN ACCORDANCE WITH THE DETAIL FOR A SILT FENCE IXCEPT THE MINIMUM T CONSTRUCTED L TO WEST TOWARD THE WETLANDS WITH APPROXIMATELY 22 FT OF RELIEF ACROSS THE UPLAND HEIGHT SHALL BE4FEET, 1 > -r/ AREASFROM ELEVATIONlSRANGINGFROM 151.1-FTTO 129if-FT. ANAGEMENf 500 West Fulton St. _ fl: i ,',,. -' P, THEC THE PROPOSED DEVELOPMENT INCLUDES THE CONSTRUCTION OFA BUILDING HOPE CHARTER 0.THECONTRACTOR SHALL ENSURE THAT ALL WASTE AND DEBRIS ARE MANAGED DAILY SUCH THAT SCHOOL AND INCLUDES THE CONSTRUCTION OFAI ON-UNEWET DETENTION! POND COMBINED WITH THEY WILL NOTIMPACT STORMWATER OR LEAVE THE PERMITTEDAREA AND DISPOSED OF Sanford, FI. 32771 Ph: 40T.322.6841 r , A STORMWATER HARVESTING SYSTEM LOCATED JUST EAST OF THE WETLANDS AND UPLAND PROPERLY IN ACCORDANCE WITH APPLICABLE STATE LOCAL AND FEDERAL REGULATIONS. Licenses: I REVIEW AREA Eng. C.O.A. No. 3215 i'y� B. THE CONTRACTOR SHALL ENSURE THAT ALL CHEMICALS OILS, FUELS, HAZARDOUS WASTE, WETLANDSUBUFFERS UNIVERSAL WASTE AND TOXIC SUBSTANCES ARE PROPERLY MANAGED AND DISPOSED OF IN Survey LB, No. 7143 ]){` 4.75 ACRES OFWETLANOS THAT ENCOMPASS THEWESTERN SIDEOFTHE SITEANDA MINIMUM 25' ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. THECONTRACTOR Arch. Lic. No, AA2600926 1!E �,^ r 11 IL: nor UNDISTURBED UPLAND LAND BUFFER SHALL BE MAINTAINED ADJACENT TO THE WETLAND. 0,10 SHALL ENSURE THAT WASTE IS NOT DISCHARGED FROM THE SITE AND DOES NOT IMPACT ACRES OF WETLAND IMPACTS ARE PROPOSED. STORMWATER OR GROUNDWATER. Lndscp, Lic, No, LCO000298 Yj" SWPPP INTENT C. THE CONTRACTOR SHALL PROVIDE APPROPRIATE AND ADEQUATE WASHOUT FACILITIES TO ENSURE THE INTENT OF THIS SWPPP IS TO COMPLY WITH THE INTENT OF THE GENERIC PERMITAND TO THAT CHEMICALS AND WASTE IS NOT DISCHARGED FRO14 THE SITE AND DO NOT IMPACT PREVENT THE RELEASE OF SOILS, TRASH, CHEMICALS, TOXINS AND OTHER POLLUTANTS, BY WATER, STORMWATER OR GROUNDWATER. (E.G, CONCRETEIMASONRY WASHOUT, PAINT WASHOUT, EIFS, AIR, VEHICLETRANSPORT OR OTHER MEANS THAT CAN IMPACT STORM WATER QUALITY. THE ETC.) THE CONTRACTOR SHALL CLEAN UP SPILLS PROMPTLY AND ENSURE THAT WASHOUT AREAS Ouj : a „ CONTRACTOR SHALL OBTAIN A COPY OF THE GENERIC PERMIT AND RETAIN ON -SITE FOR FUTURE ARE PROPERLY MAINTAINED TO PROVIDE ADEQUATE VOLUME TO PREVENT OVERFLOW. REFERENCE THE CONTRACTOR SHALL READ MID UNDERSTAND THE PERMIT, MID ENSURE THAT gm ' THE BMPS ARE INSTALLED AND THE EXECUTION OF THE WORK I9 PERFORMED TO MEET INTENT D. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY FACILITIES FOR SITE PERSONNEL, , \� OF THE GENERIC PERMIT AND THE SWPPP. MAINTAIN 7HR000HOIT CONSTRUCTION, MID PROVIDE FOR PROPER DISPOSAL IN ACCORDANCE �2 ' ,) / H > WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. SANITARY FACILITIES SHALL BE POTENTIAL SOURCES OF POLLUTION PROPERLY SECURED TO PREVENT TIPPING. O UI g a. ) �- - THE POTENTIAL SOURCES OF POLLUTION THAT MAY REASONABLY BE EXPECTED O EC U'n T T AFFECT QUALITY OF STORM WAIT DISCHARGE CONSTRUCTION CU INCLUDE E. A SPILL CONTROL AND CONTAINMENT KIT (CO FOR EXAMPLE ABSORBENT MATERIAL ER WITHTEOUR O J D. u. i(- "i'_ ES OF P X EDITORS NOTE'INSERTSlTE SPECIFIC DATA RELATED 70 POTENTIAL SOURCES OF POLLUnON HERE AS KITTY LITTER OR SAWDUST, ACID, BASE NEUTRALIZINKi AGENT, BROOMS, DUST PANS, MOPS, NEUTRALIZING COPS, ill O II SEDIMENT, PESTICIDES, FERTILIZER PLASTER, CLEANING SOLVENTS, ASPHALT, CONCRETE, GLUE RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT ADHESIVES, PAINTS, CURING COMPOUNDS, WOOD PRESERVATIVES, HIYDRAUUC OIL FLUIDS, GASOLINE, CONSTRUCTION SITE AND ITS LOCATION(S) SHALL IDENTIFIED SIGNAGEAND ;, f , \ 1 'G a THE BE WITH LEGIBLE DIESEL FUEL AND KEROSENE. SHOWN ON THE SITE MAPS. A THE SPILL CONTROL AND CONTAINMENT KIT SHALL BE OF SUFFICIENT QUANTITIES AND GENERAL NOTES ANTICIPATED PI ERE O APPROPRIATE CONTENT CONTAIN A SPILL QUANTITIES A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILE `NtQTICE,]F INTENT TO USE GENERIC PERMIT FOR ERI I PRODUCTS FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE NY F,7 ., STORMWATER DISCHARGE FROM CONSTRUCTION ACTVIT E9'(DEP FORM 62S21.3O0(4)tB)OR SITEATAPY GIVEN TIME SITE AT GIVEN LATEST VERSION) TO FDEP TO THE FOLLOWING ADDRESS OR THROUGH THE FDEP ON-LINE SYSTE14 B. CONTENTS SHALL BE INSPECTED DURING THE STORMWATER INSPECTION j- AT LEAST TWO (2) DAYS BEFORE COMMENCEMENT OF CONSTRUCTION F WHEN A SPILL OF REPORTABLE QUANTITIES IS DISCOVERED ON THE SITE THE CONTRACTOR SHALL # 1. I^EDES STORMWATER NOTICES CENTER MS tF3585 FLORIDA DEPARTMENT OF ENVIRONMENTAL I I ART, ENT ENNIR NM VITAL CLEAN UP ALL SPILLED MATERIALS AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE LAWS AND (I - _ - ( PROTECTION, 26008WR STONE ROAD, TALLAH455EE FLORIU1323932400 REGULATIONS. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AUTHORITIES III ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS, THE OWNER AND PROJECT ENGINEER. THE THE CONTRACTOR SHALL SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 14 CALENDAR DAYS CONTRACTOR SHALL RETAIN CLEANUP INFORMATION AS WELL AS DISPOSAL MANIFESTS WITH THEIR (�" "I'll AFTER THE SITE HAS ACHIEVED FINAL STABILIZATION(I.E. ALL DISTURBED SOILS AT THE SITE HAVE SWPPP, BEEN FINAL STABILIZED), TEMPORARY BMPS HAVE BEEN REMOVED, AND STORMWATER DISCHARGES I <- ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE SITE AUTHORIZED BY THE PERMIT HAVE MATERIALS MANAGEMENT. AND EgUIPMENTSTAGINGAND MAINTENANCE W II 1� BEEN ELIMINATED. A IXCAVATED h4ATERlAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COLD BE WASHED AN ENVIRONMENTAL RESOURCE PERMIT PERMITTED THROUGH ST. JOHNS RIVER WATER AWAY BY HIGH WATER OR STORM WATER RUNOFF. STOCKPILED MATERIAL SHALL BE COVERED OR MANAGEMENT DISTRICT WILL BE OBTAINED FOR THIS PROJECT, ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES. W Q' - -' B. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO MS40PERATOR NAME (IF ANYY ORANGE COUNTY 0- d I PREVENT OIL, GREASE, MID LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS, CONTRACTORS SHALL PROVIDE BROAD U �, THECONTRACTOR SHALL PROVIDE COPY OFTHE NOI AND SUBSEQUENT NOTOR THE DIKES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO 0 '- ACKNOWLEDGEMENT LE7ERS FOR THE NOI OR NOT TO THE MS4 WITHN 7 DAYS OF RECEIPT. THE CONTAIN SPILLS OR OIL, GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTOR SHALL CONTRACTOR SHALL ALSO COORDINATE WITH THE M34 TO ENSURE THAT ALL SPECIFIC HAVE AVAILABLE AND SHALL USE ABSORBENT FILTER PADS TO CLEAN UP SPILLS IMMEDIATELY Z Q p , # �[ REQUREMENTSARE MET. AFTER ANY OCCURRENCE (n .y i c ' , v B. WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SHALES. SHALES SHALL BE C. THE CONTRACTOR SHALL ENSURE THAT ALL TOXIC / HAZARDOUS SUBSTANCES AND CHEMICALS ARE Z N ,+ f, • CONSTRUCTED AS SHOWN ON PLANS, PROPERLY STORED, OUT OF THE WEATHER, AND USED IN ACCORDANCE WITH MANU FACTURERS RECOMMENDATIONS. THE CONTRACTOR SHALL ENSURE THAT THESE PRODUCTS ARE STORED AND O-' ,. USED IN SUCH A MANNER THAT WILL NOT NEGATIVELY IMPACT STORMWATER, GROUNDWATER OR C. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TLRBIDITY OF SURFACE WATERS 2 I _ PROTECTED SPECIES. LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES O I ?+-1 REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYEDAS NEEDED IN ACCORD410E WITH D. THE CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, DEBRIS, WASTE TRAILERS, U THE FOLLOWING: AND OTHER SUPPORT RELATED ITEMS ARE CONTAINED WITHIN THE PERMITTED LIMITS OF CONTAIN PER ; _, t DISTURBANCE THE CONTRACTOR SHALL ENSURE THAT THE STORK _ M1D USE OF SUCH TENS I. IN GENERAL EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM DOES NOT NEGATIVELY IMPACT STORMWATER OR GROUNDWATER () - f a : LOCATION. II. NEW AND EXISTING STORMWATER --311FL 7r IMETS AND OUTFALL STRUCTURES SHALL BE PROTECTED OFF9REVEHICLETRACIONG WRING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED IMMEDIATELY AS A THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION EXIT IS USED BY ALL VEHICLES AND W 1 'f t`u:-- REQUIRED THE VAWWSSTAGES OF CONSTRUCTION EQUIPMENT ENTERING OR LEAVING THE JOBSITE THE CONTRACTOR SHALL MONITOR AND MAINTAIN Ill. PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITE THE CONSTRUCTION EXIT TO ENSURE THAT NO SOILS ARE TRACKED OFFSITE BY TIRES OR TRACKS, 0- r STABILIZATION HAS BEEN ESTABLISHED AND THAT NO SOILS ARE SPILLED BY TRUCKS OR EQUIPMENT LEAVING THE SITE ALL TRACKED OR SPILLED SOILS SHALL BE SHOVELED OR SWEPT FROM THE ROADWAY AND RETURNED TO THE SITE WATER SHALL NOT BE USED TO CLEAN THE SOILS FROM THE ROADWAY UNLESS THE WATER AND D, CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE UNPROTECTED SOILS ARE RECOVERED BY THE USE OF VACUUM TRUCK OR SIMILAR DEVICE SNIPS SHALL BE TO OFFTS�ITE EROCIBLEARSOIL EEMA7IDOONLroWHILE I,1 U EROSION APh]ED To MINIMIZE EOIh9R. TFiE VARIOUS TECHNIQL UES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOLAD BE EMPLOYED PRIOR TO ANY FERTILIZERS, HERBICIDES AND PESTICIDES 117 CONSTRICTION ACTIVITY A. THE CONTRACTOR SHALL ENSURE THAT ALL FERTILIZERS HERBICIDES PEEMCIOE6 AND SIMILAR PRODUCTS ARE PROPERLY STORED OUT OF THE WEATHER AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL ENSURE THAT THESE PRODUCTS I \ - - - E THE CONTRACTOR SHALL FURNISH, INSTALL PER THE SEQUENCE OF CONSTRUCTION, MAINTAIN AND USED IN SUCH A MANNER THAT WILL NOT NEGATIVELY IMPACT STORMWATER, GROUNDWATER SUBSEQUENTLY r Y REMOVE ALL NECESSARY TEMPORARY Bh1P3. THE CONTRACTOR WILL FURNISH OR AND INSTALL ALL NECESSARY PERMANENT BMPS. OR PROTECTED SPECIES. B. NUTRIENTS SHALL BE APPLIED ONLY AT RATES NECESSARY TO ESTABLISH AND MAINTAIN F. THE CONTRACTOR SHALL ADJUST, ADD OR MODIFY BMPS AS NECESSARY TO COMPLY `NTH THE VEGETATION i 10 40 41 (Q 1�- , , AND THE SWPPP FOR NO ADDITIONAL COMPENSATION THE CONTRACTOR SHALL CONSULT WITH THE CEC PRIOR TO ADJUSTING, ADDING OR MODIFY INo BMPS INSPECTIONS AND MAINTENANCE 4 ®® ©®4 Z y THAT AFFECT THE HYDRAULICS OF THE SITE OR BEFORE ADDING SLAPS NOT DETAILED IN THE A THE CONTRACTOR SHALL INSPECT BMPS DISCHARGE LOCATIONS, CONSTRUCTION EXIT, • rr .: SWPPP. PERIMETER CONTROLS, INLET PROTECTION, STABILIZATION, EROSION CONTROL DOCUMENTATION, �'\ WASTE DISPOSAL AREAS, MATERIAL STORAGE AREAS, ETC.) TO ENSURE THAT BMPS ARE NOT G. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DIRAWINGS ONLY INDICATE EROSION, CAUSING OR CONTRIBUTION TO VIOLATIONS OF WATER QUALITY STANDARDS OR RESULTING IN Designed: M. Socha ,' ,, SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE DESIGN PROCESS. OFFSITE SEDIMENTATION; ENSURE THAT BMPS ARE INSTALLED, MAINTAINED AND OPERATING I3CORRECTLY AND EFFECTIVELY; ENSURETHATBMPS ASSOCIATED WITH STORAGE AND WASTE Drawn'RCar ender R. P HOWEVER, THE CONTRACTOR REQUIRED TOPROVIDE ANY ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY ADJACENT LOWLAND PARCEL OR RECEIVING WATER DISPOSAL AREAS ARE BEING USED AND MAINTAINED PROPERLY; ENSURE THAT THE CONSTRUCTION Checked: M. Socha EXIT IS FUNCTION PROPERLY TO PREVENT OFFSITE TRACKING OF SEDIMENT; ENSURE THAT I - H EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP EROSION PREVENTIOPJ MEASURES ARE MAINTAINED TO PREVENT VISIBLE EROSION OF DISTURBED IN CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION AREAS AID SEDIMENTATION AT THE DISCHARGE POINTS; AND DETERMINE IF CONSTRUCTION ACTMTIESHAVE ALTERED THE EFFECTIVENESS OFBMPS. INSPECTIONS MUST BECOMPLETED AT Scale: 1"=60' CONTROL MEASURES SHOWN ON7HEPLANS.TFEEROSIONCONTRWSYSTEMDESCRIBWWITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM LEAST ONO E EVERYGREATER EVEN (7)CALENDARPANS O DAYS, AND WITHIN 24 HOURS AFTERARAIIJSTORh90F 0.50 ACCEPTABLE STMDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE INCHESOR GREATER EVEN IF IT RAINS ON THE WEEKEND ORAHOUDAY. Job NO,: B18202 REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL B, THE CONTRACTOR SHALL REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONS TAKEN AS EVENTANDIOR AS DEEMED NECESSARY AS A RESULT OF ON -SITE INSPECTIONS BY THE OWNER, Date: 2/28/2017 ©2017 gRESU1.TOFTHE INSPECTION USING THE STORMWATER POLLUTION PREVENIONPWJiNSPECTION THEIR REPRESENTATIVES, OR THE APPLICABLE JURISDICTIONAL AUTHORITIES. THESEADDRIONAL REPORT FORM PROVIDED BY USING FDEP OR AN EQUIVALENT FORM. INSPECTION REPORTS SHALL BE MEASURES (IF NEEDED) SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT SHOULD TERM. SIGNED BY THE INSPECTOR AND A RESPONSIBLE AS DEFINED BY THE PERMIT. NOTEDTHATMEASURES IDENTIFIED ONTHISCTO PLAN ONLY SUGGESTED BEST M PRACTHETICES LP POLLUTION INSPECTION REPORTS SHALL BE MAINTAINED WITH THE SWPPP, THE INSPECTOR MUST BE A MANAGEMENT PRACTICES (BMPS). s THE CONTRACTOR INALXES#100T THROUGH AND AS AND QUALFIED EROSION AND SEDIMENT CONTROL INSPECTOR AS DEFINED BY THE FLORIDA 02ESOA5 FIS TECONTACTORR NECESEROSIONCONTR EACH SPECIFIC DEPARTMENT OF ENVIRONMENTAL PROTECTION ULTIMATE NECESSARY FOR EACH SPECIFIC APPLICATION T IS THE CONTRACTORS ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORMWATER DISCHARGE SITE NOT Z FROM THE HIES EXCEED THE C. ANY MAINTENANCE REPAIR AND NECESSARY REVISIONS TO BMP ITEMS SHALL BE ADDRESSED IN A TOLERANCES ESTABLISHED BY ANY OF THE APPLICABLE JURISDICTIONAL AUTHORITIES. Q TIMELY MANNER, BUT IN NO CASE LATER THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTION OR IDENTIFICATION OF THE ISSUE UNLESS OTHERWISE SPECIFIED, ACCUMULATEDSEDIMEIT3SHOULD ,--I I. THE CONTRACTOR SHALL KEEPTFESWPPPCURRENTATALLTIME6. THE CONTRACTOR SHALL SIGN AND DATE ANY CHANGES TO THE SWPPP AND KEEP THEM AS ATTACHMENTS TO THE ORIGINAL PLAN. BE REMOVED BEFORE THEY REACH ONE-HALF OF THE CAPACITY OF THE CONTROL DEVICE, 0. WHENEVER ANY OF THE FOLLOWING EVENTS OCCUR, THE CONTRACTOR SHALL UPDATE THE SWPPP ALLOWABLE NON-STORMWATER DISCHARGES WITHIN 7 DAYS: Z Q Z THE GENERIC PERMIT FOR STORMWATER 04SCWGES ASSOCIATED WITH CONSTRUCTION L THERE IS A CHANGE IN DESIGN, CONSTRUCTION OPERATION OR MAINTENANCE THAT HAS A ACTIVIES PROHIBIT MOST NON-STORMWATERDIDURING THE CONSTRUCTION PHASE 0SCHARGES 0 M SIGNIFlCAM EFFECT ON THE DISCHARGE FROM TFE PROJECT CERTAIN DISCHARGES ARE ALLOWED BY THE PERMIT, PROVIDED APPROPRIATE SMFS ARE UTILIZED _ P _3 //�� (L II. THERE IS A NEW DISCHARGE POINT OUR CVTFALL AND THE DISCHARGE DOES NOT CAUSE OR CONTRIBUTE TO A VIOLATION OF WATER QUALITY ILL THERE IS A CHANGE IN THE LOCATION OF A DISCHARGE POINT OF OUTFALL STANDARDS. ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCUR DURING CONSTRUCTION z Q O M AN INSPECTION REVEALS THAT BMPS ARE INEFFECTIVE AT ELIMINATING OR 411"MIZING ON THIS PROJECT PER PART 3.2 OF THE GENERIC PERMIT ARE Ill W LL Z POLLUTANTS IN THE STDRMWATER DISCHARGED FROM THE SITE DISCHARGES FROM FIREFIGHTING ACTIVITIES. FIRE HYDRANT FLUSHINGS, L f = V. THERE SUBCONTRACTOR IMPLEMENTING ANY PORTION THE SWPPP WATERS WITHOUT DETERGENTS USED TO SPRAY OFF LOOSE SCOLDS FROM VEHICLES. I,I,I T / 5 Q C VI. A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO OR GREATER THAN A REPORTABLE QUANTITY OCCURS DURING A 24-HOUR PERIOD WATERS USED TO CONTROL DUST. WATER SOURCES WATERLINE v,LL POTABLE SUCH AS FLUSHINO3S LANDSCAPE IRRIGATION AND DRAINAGE a J t1.1 O J. THE CONTRACTOR SHALL ENSURE THAT THE CONTRACTOR AND ALL SUBCONTRACTORS ROUTINE EXTERNAL BUILDING WASHDOWN PROVIDED NO DETERGENTS ARE USED. RESPONSIBLE FOR IMPLEMENTING SWPPP CONTROL MEASURES OUT CONTRACTOR I Z Q Q 0 FILL THE PAVEMENT WASHWATERS THAT DO NOT CONTAJN DETERGENTS, LEAKS, SPILLS OF TOXIC OR SUBCONTRACTOR CERTIFICATION TABLE INCLUDED IN THIS SWPPP. HAZARDOUS MATERIALS, O 0 AIR COND171OMW CONDENSATE K.THE CONTRACTOR SHALL COMPLETE THE CONSTRUCTION SEQUENCETABLE INCLUDING INTHIS SPRING WATER. FOUNDATION OR FOOTING DRAIN FLOWS THATARE NOT CONTAMINATED WITH PROCESS I.., � IL 0-1C: FU Stormwater Team Description Name Company Contractor: Contractors Responsible Authority: Qualified Ins ector s Maintenance Personne : The contractor shall complete this table identifying the indviduals of the stormwater team and their responsibilities. ACREAGE SUMMARY TOTAL SITE AREA ON -SITE DISTURBED AREA OFF -SITE DISTURBED AREA TOTAL DISTURBED AREA 17.58 AC. 12.58 AC. 0.27 AC. 12.85 AC. SWPPPIOR TO OR TO GROUND THE CONTRACTOR SHALL COMPLETE THE TABLE CEEDING WITH THE INSTALLATION OF SIAPS AND IWITH ANTICIPATED DATES MATERIAL SUCH AS SOLVENTS. = W D_ Q IN WHICH THE BMP WILL BE UTILIZED OR THE ACTIVITY WILL OCCUR. NONCONTAMINATED GROUND WATER ASSOCIATED WITH DEWATERING ACTIVITIES AS DESCRIBED IN PART 3.4 OF THE GENERIC PERMIT. ,--I J W � STABILIZATION ,J O Q Q. N A STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY IN PORTIONS OF THE SITE WHERE RETENTION OF RECORDS a (, O U v UNDISTUCTION RBED FORT DAYS RMORAVE E. TEMPORARILY OR PERMANECOVERING TLY WITH EASED ADEQUATE WILL REMAIN (UNDISTURBED FORT DAYS OR MORE STABILIZE BY COVERING WITH ADEQUATE AMOUNTS OF THE PERMITTEE SHALL RETAIN COPIES OF STORMWATER POLLUTION PREVENTION PLANS AND ALL REPORTS REQUIRED BY THIS PERMIT, MID RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE Q� ��//�v uJ O 0 MULCHOVER SEED AND PERIODICALLY WATER TO PROMOTE AND MAINTAIN GROWTH OFTHE TEMPORARYGROUNDCOVER, OR BY THE USE OF AN APPROPRIATE ALTERNATIVESMP. OF INTENT TO BE COVERED BY THIS PERMIT, FOR APERIOD OF AT LEAST THREE (3)YFARS FROM THE DATE THAT THE SITE ISFINALLYSTA881ZEDANDTHE NOTICE OFTERMINATION W ,•- W (NOT)IS SUBMITTED. I-- - rn 0 , B. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY DISLAND AREAS SHALL Y DITURBETELYAFTER AFTER, WHENITS REFERENCES „Q V J - 1/ () NOT NbT P05510LE TO PERMANENTLY PROTECTA DISTURBED AREA IMMEDIATELY AFTER GRADING PROTECT A IMMEDINAL ATELY OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR JOB #B18202 AS PREPARED BY CPH, INC. ON FEBRUARY 9,2017 ARE HERESY REFERENCED AND MADE A PART OF THIS PLAN C LL j Q M PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. G J C. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H1 V SHALL BE SODDED IMMEDIATELY AFTER NOTE: O FINAL GRADE IS ESTABLISHED. CONTRACTOR SHALL PAY CLOSE ATTENTION WHEN CLEARING AND/OR GRADING SITE (- THE TO ENSURE THAT WHEN EXISTING ROOTS ARE ENCOUNTERED THEY ARE CUT OFF EVENLY WITH CLEAN SHARP PRUNING co TOOLS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THE DAMAGE OF THE EXISTING ROOT SYSTEMS. CONSTRUCTION SEQUENCING TABLE "I certify undar Penahy of law that this document and al attachments were prepared undermy direchon or supeiv sl.n m a-da- with a designed to that the lnrorma0on Based inquiry the Sheet No. ANTICIPATED CONSTRUCTION SEQUENCE' CONSTRUCTION ENTRANCE APR MAY JUN JUL AUG SEP OCT N-DEC system person or assure qualified personnel property gathered and ereWated submitted. on my of persons Me manage the system, or those parsons dimody msponsiNe hr othedng the infonn,don, the Information submlNed Is, TEMPORARY CONTROL MEASURES m the betof Wiand uve, acurae, and omplete. 1 awoe tlat Mere ea signcant penaNes ar suMane hBe ialormtlon,Ink,dngth.p.ssbtay&fineaMImprionmentoMoMng,olatlns" 11 e 11, STORM FACILITIES --- ROUGH GRADE/ SEDIMENT CONTROL. Nam Operator an or Respons A arty Data FOUNDATION / BUILDING CONSTRUCTIONI THIS SHEET NOT VALID FOR SITE CONSTRUCTIONT FINISH GRADING Project Name and location Infom,atbn: CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE PERMANENT CONTROL MEASURES GENERAL NOTES FOR MASTER I 'THIS IS ONLY A GUIDE, CONTRACTOR IS TO USE HIS JUDGMENT TO MODIFY AS NEEDED. LEGEND. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2Wn OR GREATER EXISTING PAVE ROADWAY FILTER FABRIC SECTION A -A SPILLWAY NOTE: SEDIMENTBARRIER USE SANDBAGS, SILT FENCE, OR (SANDBAG TYPE SHOWN) OTHER APPROVED METHODS TO CHANNEUZE RUNOFF TO BASIN AS REQUIRED. USE APPROVED METHODS TO PREVENT DOWNSTREAM EROSION SUPPLY WATER TO WASH AT CHANNELIZED RUNOFF POINTS) WHEELS IF NECESSARY OF DISCHARGE. L`JI� I FLOW �"',,- FLOW FL DRAIN VS: ,obS GRATE iioii0000u — uiosi00000 — PLAN VIEW D T MPO RY KE IF EEDED °O 7X4"BRACE S 2'X4"VERTICAL 2"X4"PT BOX ALL SUPPORT EACH A SIDES --ICENTER — — — — — CORNER QNSTALL TO " IT�-T COARSE AGGREGATE 12' MIN _ __ _ _ _ _ ALLOW GRATE MIN 6" THICK REMOVAL) WIRE FILTER FABRIC r X 4" TAP CON, 16" O.C„ (RUN UNDER 2° X 4" 311S" X 2-314- (TYPICAL ALL AND INSIDE FRAME AND SIDES) GRATE DIVERSION RIDGE STAPLE INSIDE SAME) 20'R MIN. NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP DRESSING REPAIR ANDIOR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBUC RIGHT-OF-WAY. 3, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY CONSTRUCTION EXIT DETAIL N.T.S. CAUTION: BAGGED INLET PROTECTION REQUIRES ADDITIONAL MAINTENANCE TO ENSURE THAT THE BMP FUNCTIONS PROPERLY AND DOES NOT CAUSE FLOODING, FINISH - GRADE -RUN FILTER FABRIC r UNDER GRATES .d OVERSTRUCTURE NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%). 2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. 3. FASTEN FRAMING TO STRUCTURE TO ALLOW GRATE REMOVAL. 4. LEAVE EXPOSED EDGE TO ALLOW FOR PAVING TO GRADE FILTER FABRIC INLET PROTECTION DETAIL SECURE RECTANGULAR BAR TO OR UNDER SURROUNDING SURFACE. INLET GRATE 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY LOOPS SIZED FOR 2'X114' 2°X2°X314• COLORED EXPANSION RESTRAINT CAN NO LONGER RECTANGULAR BAR. LIFT RUBBER BE SEEN. 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FILTER BAG FROM INLET USING BLOCK (TYP) FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN RECTANGULAR BAR FOR HANDLES. il4' BRIGHTLY V THE SPECIFICATIONS TABLE. 3. PLACE AN OILADSORSENT PAD OR PILLOW OVER COLORED NYLON GRATE WHEN OIL SPILLS ARE A CONCERN. O ROPE EXPANSION INLET 4. NSPECT PER REGULATORY EQUIREMENTS. OVERFLOW HOLES RESTRAINT S. THE WIDTH, W, OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. GEOTEXTILE BAG S. THE DEPTH,'D°, OF THE FILTER SACK SHALL BE 114" BRIGHTLY COLORED / Q 36 BETWEEN 18INCHES AND FILTER SACK 7. THE LENGTH,'L", OF THE FILTER SACK SHALL MATCH NYLON ROPE EXPANSION RESTRAINT THE INSIDE LENGTH OF THE GRATED INLET BOX. B. EXTRA CARE SHALL BE TAKEN TO ENSURE REGULAR ❑ MAINTENANCE OF FILTER SACKS USED IN RIGHT OF LOOPS SIZED FOR 1"REPAR. USE REBAR FOR A HANDLE TO D a WAY TO ENSURE ADEQUATE DRAINAGE CAPACITY. EMPTY FILTER SACK AT A p , SEDIMENT COLLECTION LOCATION. A SECTION VIEW PROFILE VIEW OF INSTALLED FILTER SACK I LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TAELE ISOMETRIC VIEW GEOTEXTILE BAG INLET PROTECTION DETAIL GRAB TENSILE STRENGTN —Di632 ]00 Lee GRABTENSILEELONNG111N A5TM Di632 2o% PUNCTURE ASTMD 833 IM LES MLLEN BURST AB 7. 800 PS) TRAPEZOIDTFRR Aarm0 s33 120 Lae W RESITANCE ASTM D-13. 00% APPARENTOPENINGSIZE ABTM-T51 4D US SIEVE FLOWRATE ASTM D-4491 40 GV/MNWSO FT PERMITTIVNY -W D-0491 OBS SEC-1 MODEPATETO HIGH FLOW GEOTEXTILEFABRIC SPECIFICATION TABLE PROPERTIES TESTMETHOO I UNITS GRABTENSILE STRENGTH ASTM D-4R]2 20L8S GRAB TENSILE ELONGATN)N ASTM W6]2 20% PUNCTURE ASTM 141" 1]s Las MULLEN BURST _TM 6]T86 4.PS! TRAPEZOIDTEAN ABTM D"53 45 LB9 W RESISTANCE ABTM-355 90% APPARENTOPENItfG SQE - -751 2D US SIEVE FLOW RATE ASTM D4491 200 GA Lwsa FT PERMITTIVITY ASTM D4491 15SEC-1 18" MIN. RAVEL (1 Z° MIN. DEPTH) SEDIMENT RUNOFF WATER TREATED WATER WIRE MESH WT FILTER FABRIC SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED ACRES, GRAVEL SHALL BE 2"-3" CLEAN STONE GRAVEL & WIRE MESH INLET SEDIMENT FILTER N.T.S. NOTE: AVOID USING IN TRAFFIC AREAS AS THIS CAN CAUSE A HAZARD. FILTER FABRIC m CONCRETE BLOCKS z RUNOFF .� a p,, FILTERED WAT R CONCRETEBLOCK ry y FILTER FABRI INLET SEDIMENT FILTER OCO°O°OOO°O°O O°O°O° pO°O o°D9 logo 0 SECTION o°o°' I°oo° 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW oo°d l000 AROUND PERIMETER OF INLET ON THEIR SIDES, 00doI 000 ood 000 WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2. HEIGHT OF BARRIER VARIES. USE STACKS OF oo°� 000 44NCH, &INCH, OR 12" BLOCKS. MIN. oo� 000 On 3. HEIGHTOF BARRIER 12" AND MAX. HEIGHTOF 0 qq 24" PLACE FILTER FABRIC OVER VERTICAL FACE 09 logo °o-v„o_o-p-p-d000 OF CONCRETE BLOCKS, 4. THE SEDIMENT FILTER SHALL BE ANY °00000 00000a0000000° NON -ERODIBLE MATERIAL SUCH AS LOOSE ROCK, BROKEN CONCRETE THAT WILL SLOW GRATED INLET SEDIMENT FILTER THE FLOW OF THE WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL PLAN BEFORE ENTERING THE INLET. BLOCK AND AGGREGATE INLET SEDIMENT FILTER N.T.S. CONTRACTOR / SUBCONTRACTOR CERTIFICATION TABLE THIS SWPPP MUST CLEARLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WITHIN THE SWPPP, THE CONTRACTORS) OR SUBCONTRACTORS) WHO WILL IMPLEMENT EACH MEASURE, ALL CONTRACTOR(S) AND SUBCONTRACTORS) IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING CERTIFICATION: °i CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORM WATER POLLUTION PREVENTION PLAN." NOTE: CONTRACTOR TO ADO SHEETS TO CERTIFICATION TABLE AS NECESSARY. SWPPP IMPLEMENTATION LOG A RECORD OF DATES WHEN BMPs ARE INSTALLED OR REMOVED, STABILIZATION MEASURES ARE INITIATED, MAJOR GRADING ACTIVTnES OCCUR, AND CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON PORTIONS OF THE SITE. THIS FORM MUST BE UPDATED CONTINUOUSLY THROUGHOUT THE PROJECT UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED. DESCRIPTION OF ACTIVITY LOCATION CONTRACTOR BEGIN DATE END DATE NOTE: CONTRACTOR TO ADD SHEETS TO THE SWPPP IMPLEMENTATION LOG AS NECESSARY. EELOR ZXT" WOOD POST PONDING HEIGHT FILTER FABRIC ATTACH !T SEC URELYTOUPSTRE-1 PONDINGHEDGHT SIDEOFFOST RUNOFF UNDISTURBED GROUND NT FILTERFABRICATTACH SECURELY TO UPSTREAM SIDEOFPOST 8• RUNOFF (RECOMMENDEO) RAVEL 4-X 6'TRENCH WITH 9TORAGEHi. COMPACTED BACXFILL STANDARD DETAIL UROISTUReEO N g 8 GROUND TRENCH WITH IUTIVE BACKFILL ALTERNATE DETAIL A TRENCH WITH GRAVEL PONDING HEIGHT FILTER FABRIC ATTACH /"SEWRELYTO UPSTREAM 9DE OF POST D sacs (RECOM0.'£NDED) t :RUNCF1 3TDRPGEHT. iJ.';!, II GROU .REED LI ALTERNATE DETAIL B FOR TREE DRIP LINE OR SIDEWALKS NOTES 1.INSPSCT MO REPAIR FENCE AFTER EACH STORM EVENT MID REMOVE SEDIMENT WHEN NECESSWY. 2 RE2UOVE0 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT YdLL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILEED, 3. SILT PENCE 9 11- BE PLACED ON SLOPE C°INTOURS TO MAXIMIZE PONDING EFFICIENCY. SEDIMENTATION / SILT FENCE N.T.S. ANCHOR LOOP IN NON -PAVED AREAS (4 PER 10 FT. BAG). SHEET FLOW INSTALL WEIGHTED / %"e PLACE THE END POST OF THE SECOND 1 1 WATTLES PARALLEL TO THE 1 SLOPE CONTOURS. END POST OF THE FIRST FENCE OFTH FIRSTFE / ROTATE BOTH POST AT LEAST 180 DEGREES IN A CLOCKWISE WEIGHTED WATTLE WEIGHTED WATTLE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS + + + DRIVE BOTH POST ABOUT 10 BUTT JOINT OR LAP PER MANUFACTURER DETAILS INCHES INTO THE GROUND AND BURY FLAP WEIGHTED WATTLE DETAIL N.T.S. 1 1 .b\BI8202\cIA\OWG\D..IW\Pim 91Aate\CI.1 - STCRMWATEA POLLUTION PREVENTION PLAN.dag, 4/7/2017 4:26:51 PN, Carpmtlr, Ra6rt G, _mh - CILd And Lmd=opcatb ATTACHING TWO SILT FENCES N.T.S. www.cphcorp.com A Full Service A & E Firm Plans Prepared By: CPH, Inc. 600 West FUROR, St Sanford, FI. 32T71 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey A. NO. T143 Arch. Lk. NO. AA2600926 Lndscp. Lic, NO. LC0000298 ui S rn 'a iz 9W d O0G Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: AS NOTED Job No.: B18202 Date: 2128/2017 1 n 201T Z z LWL L LL F- U/ 0 C Q p U ZLL of Yrn I. WHO J w ai a U°0 cq(Do W z o � � U Q m --1 Sheet No. C1.2 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. -- `; ,_'t' P,J_,- ver z-to eRo � I — r--'-7I' I\ 1 I 1 EXIST.INOG WIRE ENCE TO BE f EMOVED I I I I I I { I- \ I 1 I I I I I I I 1 1 ( I I EXIST. BARBED WIRE FENCE TO BE NETOVED I I I I I I - I - Ir i I I I I II II II I 1 1 I I 1 . I I I. I I I I I I it ll 11 I I - - - I- - I- - r - I• I I I I I I I I I \ j�WET 2-)I 1 I I 1 F I It 1 tez 2-7 WET 1T 2J1 y II I I I I I I I I �J- -- - 4.T2— I I I I \ \ \ \ I I I \ I I I I I \ 1 I \ I I I \ ( ( I I \ \ 1 1 1 I I \ 1 1 1 1 I I ( 1r i,ET 1—J I I I A NET 1-4 \ I I 1 1 1 1 1 I 1 ( 1 1 1 I 1 1 YEr T-B q, WT 2-� EXIT. BARBED WI NET2� i J I I I I 1 I FETE TO BE REM - I NEr 1-!21 I I I 1 1 LAT OF EXIST. NET 1-6 1 I I I I BARBED WIRE • / I I < ,I I I 1 r-a o eti �;R��Irc I FENCE REMOVAL NET 1-1(- • • �. NET 7 WET.?- / o r' tl / \ ( EXIST. CHAIN LINK FENCE _ TQ BE REMOVED I L �1 1 \ I I I 11 1 \I \ I I I I 1 \ I I 1 CI tj-2{ cL I I I \ I I I PROTECT AND SAVE \ I EXISTING WELL Ln I I I I P I I 1 I I / I i I I I 1 I I i EXIST. UTILITY POLES \\ I TO BE RF�OVEO r \ I = I ,n I I I cry, r + _ r I I 1 \ 1 1 1 V 0 1 EXIST. UTILITY PbLE r \ TO BE REMOVEd (rygg \ ## I '1 A" �E \V A ( IV A (( � V ? ICI I VED \ n I \ \\ Ia rr�T r �',_ , I \ j :ru�a!r co uuntT \\ v I I EXIST. UTILITY POLES I 1 \ ; I TO�BE REMOVED I I\ J T/1 r,1 rrn-=ram q; EXIST. TELEPHONE SERVIC�,_w �_ • :,-: F _ 1 1 +r i BOX TO BE REMOVED ilrtr :_ icron i—^- I tp - r u^cIJ T trrc �J i cL� f� �1 RIc,J,a 50 0 50 100 j Graphic Scale in Feet C0 _I PARRfb ROAD Cril `— NEATLY SAW CUT AND REMOVE DRIVEWAY AT EXISTING ROADWAY Lll W W a � At Q J—I,r vo ZUt �fa ,Ar h� r) \ —0 M1 11: DEMOLITION LEGEND BE SAW CUT ®DRIVEWAY AND REMOVED ®BUILDING TO BE DEMOLISHED AND REMOVED X UTILITY POLES TO BE AND REMOVED FENCES AND UTILITIES TO BE AND REMOVED ( I CONTRACTOR TO PROTECTAND SAVE DEMOLITION NOTES 1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOUTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES. 2. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THATAN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIORTO EXCAVATING, 3. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION, AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOUTION AND REMOVAL OF EXISTING STRUCTURES, PAVEMENTAND UTILITIES AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. 4. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE STRUCTURES TO BE DEMOLISHED. A BRIEF DESCRIPTION OF THE STRUCTURES IS INCLUDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. 5. THE FOLLOWING LIST OF STRUCTURES REQUIRING DEMOUTION IS INCLUDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE DRAWINGS INDICATE THE SCOPE OF DEMOLITION WHERE DEMOUTION IS REQUIRED. A. DEMOLITION AND REMOVAL OF EXISTING BUILDING STRUCTURES. B. DEMOLITION AND REMOVAL OF EXISTING ON SITE ASPHALT, CONCRETE PAVING AND CURBING TO LIMITS SHOWN, C. REMOVAL OF EXISTING ONSITE ABOVE -GROUND AND UNDERGROUND UTILITIES, INCLUDING REMOVAL ANDIOR PLUGGING OF EXISTING UTILITIES AS SHOWN ON PLANS. S. PRIOR TO REMOVAL OF ANY UNDERGROUND SEWAGE TANK AND COMPONENTS FROM SERVICE, CONTRACTOR MUST COMPLETELY DRAIN THE SYSTEMS TO AN APPROVED SANITATION TANK FOR DISPOSAL ATAN APPROVED LOCATION AND IN ACCORDANCE WITH LOCAL 8 STATE REQUIREMENTS. 7. ALLON SITE UNDERGROUND STRUCTURES AND PIPING MUST BE COMPLETELY REMOVED AND OVEREXCAVATED BY A MINIMUM OF 12' BENEATH THE STRUCTURES, CONTRACTOR SHALL USE APPROVED FILLING MATERIAL FOR FILLING THESE AREAS, FILL SHALL BE OF CLEAN, FINE SAND AASHTO CLASS A-3AND SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING B" IN THICKNESS AND COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). B. ALL EXISTING STRUCTURES, PAVEMENTS, SLABS, FOUNDATIONS, STEPS, AND OTHER EXISTING FEATURES INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE DEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURE SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETEY ON THE PREMISES. 9, ALL EXISTING SEWERS, PIPING AND UTIUTIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES, GIVE NOTICE TO ALL U11UTY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. 10. ELECTRICAL, TELEPHONE, CABLEAND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY PRIOR TO COMMENCEMENT OF CONSTRUCTION. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS A NECESSITY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 11. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND EQUIPMENT. 12. AIR HAMMERS OR OTHER DEVICES WILL BE PERMITTED ON EXTERIOR WORK. 13. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING THE DEMOUTIONEXCAVATION PROCESS, 14. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS. COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF WASTES AND DEBRIS. 15. PAVEMENT REMOVAL: A. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW -CUT THE SURFACING LEAVING A UNIFORM AND STRAIGHTEDGE WITH MINIMUM DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW -CUT SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION. B. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY, OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX CULVERTS PIPE INLETS. MANHOLES APPURTENANCES FACILITIES I I iTIES OR STRUCTURES, SAID PAVEMENT, ETC„ SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED. 16. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 17. PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING FOR DEMOUTION FROM RESPONSIBLE REGULATORY AGENCIES AND FULLY ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING DEMOLITION WORK. 18. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND'OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL. 19. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED, 20. THE CONTRACTOR SHALL COORDINATE WITH OWNER PRIOR TO COMMENCEMENT OF ANY WORK. ACTUAL REMOVAL ANDIOR RELOCATION OF ALL EXISTING PLANTS IS TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR. IT IS THE RESPONSIBIUTY OF THE SITEWORK CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH THE LANDSCAPE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PRESERVING TREES AS INDICATED BY THE OWNER. 21. CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THATAREA DELINEATED IN THE DRAWING. ALL OTHER EXIST. UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC, TELEPHONE, WATER 6 SEWER SHALL BE PRESERVED 8 PROTECTED. 22. A SEPARATE DEMOLITION PERMIT IS REQUIRED FOR THE DEMOLITION OF THE ACTUAL BUILDING. 23. CONTRACTOR MAY LIMIT SAW -CUT 8 PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THIS SHEET BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, SIDEWALK, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 24. PLAY PLACE MUST BE PERSONALLY DESTROYED OR TAKEN TO LANDFILL BY CONTRACTOR. LANDSCAPING NOTE SEE LANDSCAPE PLAN FOR PROTECTION AND REMOVAL OF EXISTING VEGETATION. www.cphcorp.com A Full Service A & E Firm Plans Prepared By: CPH, Inc, 600 West Fulton St, Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3216 Survey LB. No. T143 Arch. Lie, No, AA2600926 Lndscp, Lic. No. LC0000298 ui a 5� ?o -, z O uU so: OLL C I O N Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: 1" = 50' Job No.: B18202 Date:2/28/2017 ©2017 Z J a Z O J O LU 13 Z z Q W LL Z Z O c J W o Q a U z Y rn C W IL (a 0 JW� n. U00 (nU0 rWn z O V w D U fb Sheet No. c.3 THIS SHEET NOT VAUO FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. — DENOUT10N PLAN.dv9, 4/7/2017 4:27:2B PM. C—ntir, Robwt G, —mh — CIA And Lmdacoas.ath FLU: RURAL (COUNTY) I 0 r 1r M!" , !N, Idl 1- ZONING: A-1 (COUNTY Ir cll , rucc ov- o;rr- Ili 'rt:Gu U I Trig ;tt'r rr.,:G' I r , TI 'j1107-I110� o I �, 1 •„ a' ('I� WET 2-10 END ; ` _.r.rt•—. ' -- �._. ! - :—,� —a=� — ..TI—c--=r=T=I -. i - ;lilt t' 7tn; r^ ll C ,}� : / I' •= .___ _ I/ - • - - • \ \)` ,3;�,- — — — — — — 1 F ;tint - r _ In rT�� r tL.—• r a L-------------------- / G n.-c /,11� err I,I, a rr,,, TN to _ _ T - TREL � ' I �. _,. i I( _1 U', . . _ . . _ _ _ _ • • _ \ .®: / Tri^I' -- ;Vlil •�-.l. `.�: (• - � T;i:.l Inr? r Ll II 7 (Tt i �1L y 1i e �� r • QQ ` xEr z-9 TWO STORY CLASSROOM BUILDING I' 1ST-8THGRADE '.+ r \ r l if•r FEEL.=141.00 m , rc rtl lilt r. .. 9" n ra i • I _ r lnt / 1 � zs n u i - - - - - - - -� WT 2- 1 C �. i'f s ( a _ _ • _ - _ - _ _ _ . . . . _ . _ . , ,Tr4C 17 .: T� Ill -.is 11 Itl u TFzl i 7)2 "T „ii :3 1 Tr iEZ2 7 p/ i ( ,, II v TIL iT '1"- k L1 rr i 1R �• r i PH ••/ T�,il�-0 SSE II P �3 I x_6 yCO,� m� ,�.� ,PHASE 11 , Q Z U �'' ' „' ' I,r_r „;, -:07 n _ ;, + - r r r-- t� °:I br a / fi- tr cD ) I, r ,c s Tr� p — r F; ,_ 0 _ ! n O _ -- _ MULTI_ r ,,nr ^_ co w O - r,- c' I F� I oI t' I o • F - a y cr PURPOSE I BUILDING m `\ii.� i. ,ll I:�rr I r Z FEEL=141.00 / 14 O _ _ _ _ _ _ - -n — ,' \ r ,r YET 2-5 �� 1 ;, ` ... Tr - J ,-1 7r 10 II� �,— �r •: 1 -J ' O V 1' r 'Irl5 , R'�' SI_ \ _ 1713 n I C �� •? r t.�e .'llc ,,,lJ •If \\ — iJJ I' _ �.IV riL ;1?.: a� - I x r 1_3 „riEET 1ME t E 7 I I \ \ 1 1t l fo MET 1-4 I, r I \ I 1 PHASE I,��+ NETL- to L ;.,az r,:. .s�;' , 1 � a ) '� p I I •r rF . 1 lym ' +fir z-. PRESCHOOL BUILDING (ONj\) a MEi7 z r_ i �.`' PR -KINDERGARTEN f _ to n rr / n n 74 ' 3131KINDERGARTEN. I I , I FEEL.=144.0E I I I 17 tllET 1-2 ii i / 1 .IJ rt ,Irl 'tnC? i;:r -1'rr / e t rl,.rl li_L :;il.I7S �� .:, 'TJ „`�itrl r_ r, .72 _ t_-• .r`-- OQ6 Tr;Ilrr 1 r yis ' l C it r 1�'I ,i ! ,%ioa, _...e y �i - cart 07-f2t,Ii ut) T1_rKJ 1 !! .—.—• Is.n -x— _-t-_ _-:r �.%-' . _�� i--- •I�?— __,l_-,1 C.F,j T(;T �: itllG'y I\ iFrr p _a `zil zr zf ,p 13„-Tt736 t1 SLC FLU: RURAL (000NTY) \ ZONING: A-1 (COUNTY I OJT o.r,�• a � ➢^ F' } CT'S I PHASE USE Primary School (Pre-K 3/4/Kindergarten), Administration & associated I parking; Playground; Master Stormwater; Master Uft Station; Off -site Forcemain; Partial Water/Sewer System Inwer Elementary (Grades 1-3), Upper Elementary (Grades 4-5), Middle School (Grades 68), II Administration & associated parking; Playground & Outdoor Learning Environments; Completion of Water/Sewer System EXISTING TREE PROJECT NOTES Overall Site Proposed Program: Montessori School Grades: Pre-K,3/4/Kindergarten, and 1st-8th Grade Capacity: 800 Students 84 Teachers and Administrative Staff Total Project Area: 17.58 AC+/- GrossLand Area': 12.58 AC+- 17.58-4.57 (Welland 2) -.43 Wetland 2 Buffer Net Land Area-: 1258 AC+/- (There are no natural water bodies orstormwater retention tracts to less out) Stormwater. The site stormwater drainage system shall be designed in accordance with standards set forth by the St. Johns River W ater Management District. The site is lorated within both the Wekiva re -charge protection basin and the Lake Apopka basin, a stormwater harvesting pond is proposed to provide the stormwater requirements forthe project. Existing Vegetation: Based on the Florida Land Use, Cover, and Forms Classfication System, Level III (FLUCFCS), seven vegetative communities were identified: Residential (110), Shrub and Bmshland (320), Pine - Mesic Oak (414), Xeric Oak (421), Temperate Hardwood (425), Mixed Wetland Hardwoods (617), and Wet Prairies (643). Parcel ID Us: 07-22-28-D00Q00-079; 07-22-28-00DO-00-054; 07-22-28-OWO-OD-101 Existing Use: Single Family Residential; Multi -Family (5-9 Units); Misc, Animals; Ag. Waste; and Non-Ag. Acreage Existing Future Land Use Designation: LDR: Low Density Residential (City of omee) EKlsting Zoning: A-1 General Agrimitum (City of Ocaee) Permitted Uses: Schools Projected Traffic Generation: See table at right. Water Provider: City of Ocoee; An existing 1r Water Main is located on the west side of N Lakewood Avenue Sewer Provider: City of Ocoee; Sanitary sewersystem will consist of an on -she gravity pipe network which will discharge to a Minor Lift Station (to be dedicated to the City of Ocoee). In addition, a proposed forcemain will be Installed within N. Lakewood Avenue ROW from the proposed lift station to the intersection of N. Lakewood Avenue and Wurst Road (connection point). *Gross and Net Land Area calculated in accordance with the definitions established in the City of Ocoee Land Development Code Article II, Section 2-4. PROJECT NOTES (Continued) Water/Sewer/Fire Flaw Calculation' Sewer. 9,440 GPD (Based on 800 students plus B4 staff) Water. 10,384 GPD (Sewer plus 10%)(does not include irrigation) Fire Flow: Pre-school building = 2,500 GPM Multl-purpose building = 2,000 GPM Two story classroom building =5,250 GPM Note: Fire Flows are based on NFPA 1(December 2014), table 18.45.1.2 Development Standards Minimum Building setbacks (from perimeter of site): Front Yard: 35' Side Yard: 15' Rear Yard: N/A Minimum Landscape Buffer (East- N. Lakewood Avenue): 25'; landscape buffer at a minimum may consist of existing vegetative cover supplemented with new plant material, a wall, berm, or combination thereof. Stormwater may encroach Into the landscape buffer a maximum of 50% of the width of the buffer. Landscape Buffer (North/South): 15; landscape buffer at a minimum may consist of existing vegetative cater supplemented with new plant material, a wall, berm, or combination thereof. Stormwater may encroach Into the landscape buffer a maximum of 5O% of the width of the buffer. Wetland Buffer: 25' Max. Build(ng Height: 35'/2 stories Maximum Impervious Surface Ratio: 50% Maximum Building Coverage: 40% Minimum Open Space: 50% Required Parking: 1 space pert staff members plus 1 for every 30 students Signage: Two monument signs along N Lakewood Avenue Access: Project shall be served by two (2) access points as depicted. Parking light poles are to be black In color per LDC, Article VI, Section 6-14, C, TRAFFIC GENERATION TABLE Building Hope Montesord Project Information Project Name: Phase I and Phase 11 No: Date: 11/15/2016 City: State/Province: Zip/Postal Code: Country: Client Name: Analyst's Name: Edition: ITE-TGM 9th Edition Land Use Size Weekday, A.M. Peak Hour of Generator Weekday, P.M. Peak Hour of Generator Entry Exit Entry Exit 534- Private School (K-8) SOOStudents 396 324 226 254 Reduction 0 0 0 0 Internal 0 0 0 0 Pass -by 0 0 0 0 Non -pass -by 396 324 226 254 Total 396 324 226 254 Total Reduction 0 0 0 0 Totallnternal 0 0 0 Total Pass -by 0 0 0 0 Total Non -pass -by 396 324 226 254 www.cphcorp.com A Full Service A&EFirm Plans Prepared By: u Z , _ CPH, Inc. 500 West Fulton SL Sanford, FI. 32T71 "� II , "• .n'n Ph: 407.322.6041 Licenses: Eng. C,O,A. No. 3215 Survey L.B. No. T143 Arch. Lic, No. AA2600926 Lndscp, Lic. No. LC0000298 u; a g C, —0 _ uJ 9a �y_HARRIS ROAD WLL 3 z Z U� N = Q J is H Z c Q�Woit ZD T OQ<� �Q o d 0 <� Z W Z z v W LU Z D NO J Z LJL Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: V = 50' Job No.: B18202 Date:2/2812017 1 ©2o1T jI) i`i 1 I 117 � ICi i l I I I i' 111 tl % 11 In i I rl n �t Z t g �'. Q0- z W LL Z J (/) Ow C a' J W o UJ Q 0 U ~ Z m Y LL w N N Wa-0 JW� � U°0 O (qU0 50 0 50 100 W Z O Y � � U Graphic Scale in Feet M Sheet No. c14 THIS SHEET NOT VAUD FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND, - OVERALL SITE PLANA., 4/l/2017 4:26:05 Pill. Ca ntisr• Rabat Q. -mh - CIW And Land..o 1b FLU: RURAL (COUNTY) I 6'HIGH CHAIN LINK FENCE FIRE TRUCK ACCESS 110t.STABILIZED /� -I 6' ;Ot]D PRIVAC( FDXE- 0 r.� VINYL COATED BLACK GRASS SURFACE(rYP) ZONING: A- 1 (COUNTY q' CPiAVI LItIK rEIIGE- �GD Pn,ncr cr (BLACK) u r_Hud uru( ,,,,,,ZONING: (SEE ARCH PLANS FOR DETAILS) FCU11U V Ir()I'; Plp[-- , 0f_ ';,1PE tiUK E- _ \ { ,NO ID; I TIPICATI 408.99' I I z 6zo6' xEr 2-10 Br0 —_:—:__ .._ —s-- • I ----------------------- --------------------- 15' WID�LANDSCAPE BUFFER AND BUILDING SETBACK \�---------------------------------- I -----'�—�------------------------------------ --- -----------is----- i R38' _ p�TTTI--''' a , v�----------------------- (I - - • - - -� \ 12' 112' I•• •••.t••• STOP BAR, REF \ 1 i R10' n L•i �-•1J DETAIL SHEET .. •r I t or -. TWO STORY CLASSROOM BUILDING 9 �P) C I 5 1ST-8TH GRADE 9 I Y✓ J' e 20 'MFE M c F.F,EL.=141.00 `•� `• a I - Sltl( I.F, 1 / (f I r� c�•vi- (SnH(DN �l �J H iI j • i IHC) I• -- / / R90' ' (k,1 �! �![-' I I 1. n: (H°) \ / Nib / , I GENCROESSWALDETAIL K,REFTQSH' t RAL �ET CROSS WALK, REF TO 11 .�\I I i_;? \ / GENERAL DETAIL SHEET wEI.2-7 1Fr2-rA/ Rzs' ...... ' m LiRr� oo ..- ,. � R43 ET 1-7F i C R1821 j i 11 �I � 1 - ; R50' I PHASE I I ¢LL .z 8 PHASE 11 rl A F� tZ 1jF.�ILoll1^, ®Io 3 ® IYIULTI- y---20�•{ FIRE TRUCK ACCESS ROAD, STABILIZED _ \\ �I� LC,RFACE,SEEDETAILBHEiPURPOSE l _ P BUILDING L1F,F.100 ;. , \i ` I •..2c-�-�. aa� aaa� aaa� aaa� aaa� aaa� aaa� aaa� I�� w'�il aaa� aaa� aaa� aaa� ! La rr_ a v � 110 Amm a� mamma— — — — — — — — — — � aa� a� a� � a� , 1 J � u,'I i j aiiaVELG IVC '- j-�-._... i `'-'--- r, •o _ I V Lr , Tony I r. C,;I(Prl- RLofcx __11 FF - tlE1 r-y 11 r, EIfd1 iv - _ r � I I � �4 =. � , I E,I PHASE I -F;—Q _----2-4 I: 1 11f, I .A6EY / WET 2-3 ! I I - �� PRE-SCHOOL QUII DlHG yY 1 2 / i 1 ! I I I A L 7 c 1zY l WE , ! -- '--_/ —__ ' 1 -f-I<IIaDI rtc F�r�TE I r i I � 3'a'ICIhlULI-ct.4 fTF!\- ) / 13eT 1-z • r tt I F- D��L-_— -�'T1+-8 •r�—f (LDE LANDSCAPE BUFFERANDBUILDINGBETBACK --- -- I- _1 i am'' BARBED �dc u --— — — ------ -- ------------- 16 WI _--------- , D_.� I 1� 7• —T— .._Fi_r _ !. �� -•--mot. ,t— J,� L_ .b \018 ' A PAVEMENT LEGEND LIGHT DUTY ASPHALT PAVEMENT SEE DETAIL ON SHEET C7.6 I •= :;..•+y` 1 CONCRETE SIDEWALK. SEE GENERAL DETAIL SHEET I MULCH PARKING AREAS (OVER 1 STABILIZED SUBGRADE) J it •- - �o11L5�1'r v 1� No o, 11o-1 rlf ID'- HFICATIO1 It-_'UTII 6� iA0' EAST 0 40 80 ,. Graphic Scale in Feet Ll IfJIP,T Ppab �ff.'HAR_RlS ROAD I 7u1C 5 ", _ CLj ,-DIRT GniV":rA'r rl I I I I tl � II III;' Wo 0 Ii I� i 1 I,Z IJ.I _J Q it I I i j(' Q LU O I I 11 1 p~ tf; LL Q LLULLL ❑ U W r Ill (O °�Q 6 r r,31 I I t 1 Oa 11 I I !(-1 a—hSPHA(!�i Z 'J bIRT I1� ii i l (i p c`tAwaU Z nI�-Levi,'--I , yy II A ILL f � 011TT bRIVc'l7A'f FDu L (COUNTY) rIG !a' uto'I roo r I � ( � ..,s calc s,tv . , Fu CAP I t}] F � FLU: RURAL OU I 11 UIIU RCRCUI!0 ZONING: A-1 (COUNTY T�PHcr1l ,00nE I j-o - SI1E pNEN90N PLANA,q, 4/7/2017 4:2&41 PM. Careae6•r, Rab d G, _.h - CIA Md Land—o—W 1 "= 2nH CHURCH j III 1 null acox 1 •�.. I ' � S I Y � li I ri. [ , PHASE 2 SITE DATA INFORMATION: BUILDING INFORMATION: PARKING INFORMATION: (PHASES 1 AND 2 COMBINED) SECONDARY BUILDING AREA (TVVO STORY): 39,191 S.F. PARKING REQUIRED BY MULTI -FUNCTION BUILDING AREA (ONE STORY): 4,268 S.F. CITY OF OCOEE : 69 SPACES (25%TO BE MULCHED, 18 SPACES) PARKING PROVIDED: 69 SPACES MAXIMUM BUILDING HEIGHT (800 STUDENTS, 1 SPACE PER 30 STUDENTS) (ALLOWED BY CODE): 40'-0" (59 STAFF MEMBERS, 1 SPACE PER 2 STAFF MEMBERS) Q (MULTI -FUNCTION BUILDING): 2T-2" BLDG. SETBACKS AND LANDSCAPE BUFFERS: (TWO STORY CLASSROOM BUILDING): 32'-2" BLDG. SETBACKS: MAX FAR ALLOWED: 35% NORTH SOUTH EAST WEST FAR PROVIDED: 13% REQUIRED: 15' 15' 35' WA PERVIOUS / IMPERVIOUS: * PROVIDED: 52,5T 242.82' 505,10' WA LANDSCAPE BUFFERS: PERVIOUS AREA: 650,215 S.F. (14.93 A.C.) (84.90% OF SITE) NORTH SOUTH EAST WEST IMPERVIOUS AREA: 115638 S.F. (2.65 A.C.) (15.10% OF SITE) REQUIRED: 16 16 25' 25 (FROM WETLAND) TOTAL SITE AREA: 765:853 S.F.(17.58 A.C.)(100.00%OFSITE) PROVIDED: 16 is 25' 25'(FROM WETLAND) > OVERALL PROPERTY www.cphcorp.com A Full Service A & E Firm Plans Prepared By: CPH,Inc. 500 West Fulton St Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No, 3216 Survey LB, No, T143 Arch. Lie, No. AA2600926 Lndsep. Lie, No. LC0000290 ui a z 9W a 0 aLL Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: 1" = 40' Job No.: B18202 Date: 2/28/2017 1@201T Z Q Z J m Z W0- Q r�1 :Z:) T a. v J O C Z J W o Q 2 U (1)z Y m Z LL D_ ro Uj WCLO J W QCL O_ o F 0) O W z o � � U Q m Sheet No. V15 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND, Lnfr'r L,'` 6t I �tS+ STRUCTURE NO. D-9 STRUCTURE NO. D-10 STRUCTURE NO. D-11 24" FLARED END SECTION TYPE "P" MANHOLE TYPE "E' INLET PER FDOT INDEX 270 INV. S.E. = 134.00 INV. S.=134.30 INV. N.W. = 134.30 INV. = 133,50 INV. W.=134.00 u 1 0' CHAIN! IU;l, FG,rE� a 4�`OOD f'RIVACC I•t7ICE 0' ;;uOD I f IIA.0 i ru ICE-1, 6' CHA I Ulil, FOICE 106 L.F.24° HDPE Q 0.28% \\ (t± 112LF.18"HDPEQ0.36% fbUNfJ G r I FIpF� [ f` ry�11 f - WWW.cphcorP.001•fl taoc maaE r IrE \ N o �c losnunr orl"^ A i 0 fir° I l „ Full Service I _ _ ' t CST 2-10 ENO Io - - - -., - - - tl t Firm • 133.00 RIP -RAP I x`'? , .� I-� ,.I_ _ _ n- 1 _ "I_ _ `i s-.�_��-d�� T I�il ^ �+ lj (, I \ Plans P y _ - -,- - r it t�- t '� ,-.-, ' ,-•-•� . -j I 11 �I H, Inc. B Bc CPH, Ioc. \ r /r - Dy IRC� ! F Ir" 500 West Fulton 64 .•�^ .�` ,' I �' \ /•/ : _ _ ,i,. .ti,7.,(DEll il(TCn 1161 Sanford, Ff. 32771 ., ` - -t---�.-. I \ \ 143.85 146.7E 147.45 /� /.�! 1 11 { 1r-1 YITi1 i EAI `<'' �� ,. i r �• \ jJ \ i -00� 0 40 BD Ph: 40T.322.6841 >� CW FEtlfc _I c lA (V I I rrr I ` 1 224 L.F. 24° HDPEjQ 0.21% I 9i 'P u• n' '1 C i/i Licenses: . I I I I I I t l 1r 1 En C.O.A. No. 3215 �` , i ( 140.80 142.50 143.60 144.85 I 145.50 146 40 - 147.20 i I I 9• I- --- -4--- i \ I F C'• 1(n` Survey L.B. No.7143 143.00 I { - i Arch. Lt.. No. AA2600926 I �'•�•' ( 1 11 j�-- 'r{` % ++ Graphic Scale in Feet Lndscj,Lic.No. L00000298 �, I / I i I I 143.25 I 14ass F P I ♦ ' 145.30 I � fi r- J 1 ('�,1;1" 1 \., �" :. v 1 C92 I C2 I azsD \ I i r,, rrr r- a u\11 DISI( iT zI i I I ( TWO STORY CLASSROOM BUILDING I I a3.fis I r j \ I I r r" z ( anf GM U" a1�3 w i I I I N I I lasso t a { 1ST-8TH GRADE 13a.6o ' I I > = za _o , r1�- 1a3.Do 1 I I r_ I 1 �- t �v = 1•?s. , trinvo ' e) I I F F,EL.=141.00 I ta6.26 i �rr �' z I 1 I I �q I ld �. 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D-12 true-"A�E� I( 1 +`, A ! 11 "j}j� O 'N .3 1 PHASE II \ I�( / 1 NV.Np="13460-�- 1 I 1r \\ r 4 �_� i Z -1 '1 A 11 U F :. �- r- I I I I 1 1 l I 1 I �• { I -1 I i i\ 5 IGI i �I, Z I J__ - U1 1 I CL MULTI- �:; ( I I I I� I �,�, rl / 1;1 1 (lilo (�tl �W 1 I i PURPOSE i I I I ( 1 r �i (� l �I �I u, U. tk1 II I 1 V I F.F.EL. BUILDING14 00 I� I `� I ►' / f + �\ ` I it 1\ SEE SHS E C .1 FOR DISCHARGE AND ,`( I I I � 1 \ � " 1 I i li } \ 14`� i ATBUILDINGS. r_ ram% r_I>_ r_ r_ r� r_ r•M, I I .Ty 1 i 1 I � �� IS �_ _ - _ \ / o W �z/ �I I l � li�� i' i' _�:�� , , i II \ \ t\ IIi \V �t7 II(1'111� `� �� ,� it ),,V •'! ` 1 I l 1 �- i ( 1 \ 0 j, \ y \ �I f IIII'!�I' I�Cra IT \I I+^ r II 11 Ir.'�(l \ V++I �I I` �1 ' i i - I 4 Designed: M. Socha I ( I 1 _ . _ I ,I1 Ii it II III F I, I ; " t�,. l II I i II I !,� I 4v Ll �1 :� �. I ( I r Drawn: R. Car entier f tt 1 1 I++ tt'll�l�++�l _t�a I �I}I I i I;, Checked: M.Socha I�I C� 1 t �'- - r I I I 11 PHASE Scale: 1" = 40' mI+Erz4 I itttlt+Itl 1 �l I' V tt,Ji tt �. 11 `t t +� tt 1 +I t t `t `i - ., 1 4, ?. '•� I 1 1 �r �..�.., I,�.,_� I , 11 '1 1 j{`.�' - -1 R I` ;1;..� 1117 i (:,1 9 f.' H IVlr= P%. l" "h t�,. I I C I I/ i-._ „ I To e III & of c 1 l t ( _ ,y -_-- �1 ( Job No,: B18202 I t t+ ti l'1 ' 1 \ 1 1 f - - ^r I -- --i i ` j :I L �1 's!.1" U3 1 Ili f 1 1 1 1 i1 1 `r . �I I i Date: 2/28/2017 c zon \t 1 ! I , I 1 I I C 1 I I f` I_s I ( I �M)I 1 I � (� { Lr..., t•; .a IIAW) 'r - . \4 _ 1 -'r1 t I `, ti 1 +� I i :l rJ , 1 t I I I' ;i I I I t I i r I I 1 ,-.. , a""I_. �'; -,:: 1 f!` - � 111II t l i l 1 1�u t � i � 1 , I r n ' I I , ... �-Y i 1 1 1 1 1 i 1 111 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 �', I - 1 -• 1 I A.}'y I I I' I •__: .. 1 a .,_., I ( r ..I `¢\1NET 2-s i,• i i �I i I i i i i li i i I \ \ I i I i i i` I i "I l 1 I ,+::.I _ (t;,`.} 1 i ` I I, " \ `: l I _I�. 'i J, r_! r r r r I ll \ :,,. I III I I I I••I ,'ill I I I J LRE-i,1�1IvtJL BUiLDII.G i , Y `�G• l,,_,r r r r, ,.I I I I 1 ,- I -, t C I ,, t \ \ = \„ ( i 1 ..;• r.�n - ;i.o, neT z-z rr , r:: l✓f,. L r i rr r+'' i i;t i rl (,l I i I i i i I I I :.I I 1 ( I T i f' 1,1 11 I' T rr rr it r I r r I --------- ------------ II l ( T_ - u _-� A A rrr r r„9r r r ,t �,..___ - - ---- � �r f�f I'II1DL� A-�Tr. .s , 'a 1 �� t+ I tt I � 1 f � 1 11„ Z r„r r r r -�"-__-_ I 1 1 I I I I II1DI-t�t;'tICPI \ , I tt \+ _ r -�' I 1 =p 7 \' Q I 1„r�r r i1 rrrr 1, - -- _ i 1 I j �' I �>r; / r l ' I r_ - I�ra�lT,^rlr, in�it'di , I Z O j r + - � f % A- � r I � _I N - 1. 1 1 �I I I i I i t l - ry� i ,� i �� I i 1 _ L ^ I f �i 1 Q Q. _ � bz - - '-- - --- I - - _L-FI I iI I I 1 I -� pQ O I f rrri -r--- n- -- W I --- - - -- �' ' I i 1. \ - - l r , - - - ? __ - r j•: L� Z LL -- W i- 1, t 1 ------ _-___.._---`I"' .._._.,;.�J:1.rr�Hi __ r -- - li - _.._.- - , ,rs I i i �i,_l �J U r�, r I rlr-jl Iq ..1- r 1 > _ ----' ... JJf��._.-./� r '�'. ��,... .,-....;; _., _ C I _:-��'---_--= -s. _ _- • _ _'� -_'_ - _ - - cl I..^_+1 __ !\ I ,lu �- ,ram) r v! C ...a! �--� I !flr:...- r----. i _I___ 1 .._:..�._._ ..._ L--__ _� �•: `,1�- - °�- --- jf.l - r - 7 LL t liioll roQ ��1 i Z (n I - / '. C C�VF IIJ_ GI9LE z , � v F � I l �i W O -CITE'i f I`If a 21 1-- Nr ;` cl1 e! Q J 0 lOP r1lo r D.{ TIE «t IlOR111 ,;4 �I�� ' f Q N slu o PI IL TREE O o LLEV = 1s5 sr (rr,ro,o r,; II t T a �, Z O ,t II Co tD I 1 r Z o I 0 U i-12" OF TYPE SP•9.5ASPHALTIC CONCRETE. SP ASPHALT m SHOULD INCLUDE ASPHALT BINDER GRADE PG67-22 AND STORMWATER HARVESTING SYSTEM NOTES FOR IRRIGATION DESIGN: NO MORE THAN 15%RAP AGGREGATE. 1. STORMWATER HARVESTING IS A REQUIRED COMPENENT OF STORMWATER MANAGEMENT SYSTEM DESIGN. 6" UMEROCK OR CRUSHED CONCRETE (MIN. LBR 100) COMPACTED 2. THE PUMP INTAKE SYSTEM FOR THE IRRIGATION SYSTEM SHALL BE LOCATED WITHIN 40 FT. OF OUTFALL LOCATION. TO AT LEAST 98% OF THE MODIFIED PROCTOR (ASTM D-1557) MAX. 3.THE IRRIGATION SYSTEM SHALL BE DESIGNED TO IRRIGATE 7.62 ACRES AS NOTED AND DEPICTED ON THE DRY DENSITY VALUE, LANDSCAPE PLAN AT MINIMUM RATE OF 1 INCH/WEEK. 4. THE IRRIGATION PUMP OFF ELEVATION SHALL BE SET AT ELEVATION OF 126.50 AND PUMP INTAKE ELEVATION 8"COMPACTED STABILIZED SUBGRADE (MIN. LBR 40) COMPACTED SHALL BE SETATA MINIMUM ELEVATION 124 FT. TO ATLEAST95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAX. Q DRY DENSITY VALUE. Sheet No. C16 THIS SHEET NOT VAUD FOR LIGHT DUTY ASPHALT PAVEMENT SECTION °°"ETESET°"`LANS.S COMPLETE SET OF PLANE. SEE N.T.S. GENERAL NOTES FOR MASTER LEGEND. ,t: )619202\Ch9)OtYG\p.dgn�Pim Sh..t.\C1.6 - GRADING AND DRAINAGE PLANAn . 4/7/2017 4:29:18 PM, Carp. t*t Rabvt Q, _cph - CIA And Land. op-th i W CHM41 LINK Ff NG(r - ,� ;iTJ00 PRtVaC•t nT.�C�- rlu \y I FNO OJ IDt I(1 G;I nrnnK;�r;l 90° BEND 22.50° BEND I 8' WATER MAIN 45° EI O I 1. [1 /r 1 -- — FDC _ / •i it Es a r- Irll< �;tcc� W FIRE HYDRANT W W W W W r / .I n' ASSEMBLY AFIRE HYDRANT & POET II�IDICATOR VALV ASSEMBLY (ABOV�GROUND)� frl._::—��:.._L.s "TEE VVI GATE VALV TOF 31ERVICE) GATE �ALVE 1 / t� r,_ -. I.. STR. NO. SANITARY J M.IED EL n Fir _ i �.� - '\ I I L_ A MANHOLE TOP=139.90 i INV. N.W. =136AO t INV. S.E.=136.10 �8' 'pTER MAIN 1 3 `F I- 8" X16" TEE WI GATE VALVE (POINT OF SERVICE) ' ! I I j FIRE HYDRANT ' FIRE WjtTER ASSEMBLY i l /7` LI -YD Prl ln.C'! FDI(:F- ft L' 1111,111 Litl 1U1GC HOG S41RE FTf1r C-• z-ro r?m - ttEr 2-to I (! — _ •�, ° ") 3' DOPA. WATER --•.-- —moo, --�` If_ _, ___-__� -- 6' FIRE WATER \� L — ��.. - -- - ` - - ' + - _ •\ �� i ELECTRIC TRANSFORMER, CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER FOR SIZE AND EXACT LOCATION TWO STORY CLASSROOM BUILDING I ' 1ST-8THGRADE C.0 11 ' F.F.EC.=141.00 33 L F 6':SA1 ®4.80% I�1 ' II PHASE2CLEANOUTS C.O.1 INV.-1.00 C.O.3INV.-13830 C.O. 3 INV.=135.35,32 Ii WET. 2-7 WET 2-7A A� �1 ; _j 1, PHASE II / ` 1 90° BENDS Q2 DOM. WATER, ® MULTI-2- PURPOSE BUILDING F.F.EL,=141.0( 1f I I \♦ NOTE: \'IV �� i ♦ j//t''eE�t�3 2 3 I'I ALL FIRE HYDRANTASSEMBLIES ARE TO INCLUDE AN / li 8EY 14 4 8" X 5' TEE, W GATE VALVE, 6' PIPE AND FIRE HYDRANT. PHASE ll 11 NOTE: 1 mWET ,-5 1 CONTRACTOR TO COORDINATE WITH ELECTRIC AND TELEPHONE COMPANIES TO PROVIDE THE REWIRED SERVICE TO EACH BUILDING. CONTRACTOR SHALL INSTALL `\ WET 2-3 THE NECESSARY IMPROVEMENTS WHICH ARE NOT PART OF THE UTILITY COMPANY RESPONSIBILITY. / 1 �I I I --------------------------- I I 1 1 f / f�,17HC7 l E I EIr,F_ � WE;,_, J 2' D iIi, WATER 1 I) C.0.3 W r ` 43 L.F. 4' SAN I @ It 5 .• [] 1 5 I a i 2 1 I I'i I A MULTI -PURPOSE BUILDING UTILITY ENTRANCES SCALE: 1" = 10' n\Plan Shuts\CI.7 - COMPOSITE UTILITY PLANA— 4/7/2017 4:29:53 PU. C—lifer. Rahn G. _=h - CrW 3"DOM. WATER _ _ _ _ — _ _ _ =' FIRE WATER ( r- L:I f _-1 'F, —71 , l • T. •• � \ W ELECTRICTRANSFORMER, CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER FOR SIZE AND EXACT LOCATION 33 L.F. 6' SAN. @ 4.80% TWO STORY CLASSROOM BUILDING UTILITY ENTRANCES SCALE: 1 " = 10' :•,:::....... . �I r F FF C F ! I ,,,9 POBTINDICATOR (ABovEGRoUND),)PHASE (I u 1 II i ,.; 1 O I ; r— ��J �} r_ r_ r• r_ I f r_ r•Ir I i '• rl .a c,; I , CMAVE I Lt-JI �\ �O =17Gr TQWI nitrenrsio:� �'� _ �� I•. -I oUILDIu I r� L, 1 t 17.23 I 1 t J :. - I i I- Tol Y „ L PRE SGI-100 BUILDI lG� ; -' rr L 41.1 I� iJl STI F')') f I 1 Ii DER \R c I •s I i' i = 3 ICII•IDI I akTtl1 g i 2 r r. tE l 144 0:1 t I K 7 ] I •. I I LeunD IRON POD a Kr C F ILI Ig % AAA a WATER SYSTEM PIPE MATERIALS Itlt uu Da, WATER MAIN PVC DR 18 CLASS 900 DOM. WATER POLYETHYLENE CLASS 901 cLr FIREWATER PVC DR 14 CLASS 900 1 Phase land 2 Fire Flow Calculations Building Area (SF) Construction Type (table 18.4.5..1.2) Required Flow (GPM) Reduced Flow* (GPM) Required # of Fire Hydrants Provided # of Fire Hydrants Flow Per Fire Hydrant Pre -School 9,390 V 2,5W 625 1 1 1,000 Multi -Purpose 4,269 V 2,000 500 1 1 1,000 Classroom 35,191 V 5,250 1,312.50 2 2 1,000 * Per NFPA I18.4.5.2.2-The required fire flow shall be reduced by75 %when the building is protected throughout by an approved automatic sprinkler systemsprinkler system. The resulting fire flow shall not be less than 1,000gpm. N V RrM PIPE E ,e; in, AnOu H 140 EAST 0 40 80 c';u — Graphic Scale in Feet 1 KARR/S ROAD , MIL UGX Ej 7 I 1 clj I �0Ii2T P17Iv�,-f1( — I I (I W 13 LU Zu— Q Q `O W D`71,iL�lfa( u --1 DIR 110 l p L, I l I e 1 II1 f r r-1U 1 t I) L I- tY 2 4 a I lA = i LEGEND TREE PROTECTION AREA, NO UTILITY I CONSTRUCTION WITHIN THESE AREAS — — — — — — — — — — UTILITY EASEMENT -•—•—•—•—•—•—•- LIFT STATION UTILITY EASEMENT www.cphcorp.com A Full Service A & E Firm Plans Prepared By: CPH, Inc. 600 West Fulton St Sanford, FI. 32T71 Ph: 40T.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. T143 Arch. Lic, No. AA2600929 Lndscp. Lic. No. LC0000298 a 5� 'av�,• Z 9 W a 0 aLL w Z Q LU OOf = H U W U O Q Z z W Q o W IY Z 0 a W U W OU OfLU 0 F o ¢ Of EL I I I I I�INIc'TI�I Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: 1" = 40' Job No.: B18202 Date: 2/28/2017 ©zo1T z Q Z O Z JZ LL D �LLC J W o J Q p U F- z Y rn LL 0_ F- W ❑. O N 'U a ai a. Q 0) 2 U) O O O W Z o U Ur pJ QU m Sheet No. C17 THIS SHEET NOT VAUD FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. 144 ............................................................................................................................................................................................................................................................................................................................................................................................................................. GARDEN AREA, REF ARCH PLANS 35.66' CONCRETE PLAZA AREA 25AT CONCRETE PLAZA 28.81' CONCRETE PLAZA 4.32' STABILIZED FIRE ACCESS 144 142 PROP. CONCRETE PLAZA 142 .................................................................................................................................... ...AREA, REF ARCH PLANS .............................................................................................................................................................................. PROPOSED GRADE ............. . ......................................................... .... EL, 140.65 EL, 141.00 p•g8% 0.98% EL. 140.75 EL. 140.40 — jy 140 .................................................................................................. ........................................................................................................ ...................... .............. .......... 7 ............. ...................... EL. 140.45 140 PROP. MULCH ACCESS _ .— SEE DETAIL ON 138 ._ — APPROX. EXISTING GRADE SHEET C5.1 138 136 PROP.B' FIRE WATER MAIN ............................................................................................................................................................................................................................................................................................................................................................................................................................. 136 134 134 SECTION 'B2'= B2' SCALE: 1' = 5' HORZ 1" = Z VERT 150 w a1 o m .......... ......... Z 150 24.00' PAVED EXIT 20.00' STABILIZED PARKING 21.42' NATURAL AREA 20.00' STABILIZED PARKING 24.DO' PAVED ENTRANCE m ........................................................................................................................................ PROP. ASPHALT ..................................................................................................................... PROP. MULCH PARKING ... PROP.AIULL'H PARKING SEE DETAIL ON THIS SHEET ........................................................................................................................................................................ i 148 148 SEE DETAILS ON EL. 145.80 SHEETS Ct.6 & C1.7 SHEET SEE DETAIL ON THIS76..1.7 EL. 146.25 EL, 146.25 PROPOSED GRADE PEE M.E. 14C — — __ — EL. 145.64 3.055� EL. 145.84 EL. 146.05 � t, _ ,_ — ®_ — — — — v ....................................................o.sz%...................::.: ".�... .:.—.-. .-.::.—.... ..... — —.. _.. ............................... _ _ — — v — — — 8.24% ---r ............ .. �,14Y..................... ..................... ...... 0,85% .... -- . .. _ . .v_. .. -.— — :........... .... 146 APPROX. EXISTING GRADEJ EL. 145. 22 144 144 11421 142 SECTION 'A2'= A2' SCALE: 1" = 5' HORZ 1"= Z VERT 1' VARIES r MIN. MULCH tr COMPACTED TO COMPACTED PROCTOR STA TL EAS 0-AT) MAXDR (ASThi 0.155!) h1 12' SUDRAOE HE k1Q M LBR 40 iED OF THE Y VALUE DRY DENSITY VALUE N.T.S. www.cphcorp.com A Full Service A & E Firm Plans Prepared By: CPH, Inc. 600 West Fulton St Sanford, Fl. 32T71 Ph: 407.322,6841 Licenses: Eng. C.O.A. No, 3215 Survey L.B. No. T143 Arch. Li.. No. AA2600926 Lndscp, Lk. No. LC0000298 as a 5 fn iZ D9W 0: Q. OLL I Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: AS NOTED Job No.: B18202 Date: 2/28/2017 1 © 2017 Z Qz J 0 m In Q v Wr).2 F z LL W (A O0 c w —� W O = QoU Zcn4 Z LL C O W0-O U J a 6w v00 N (Do IJJ z o art � T m Sheet No. ell. 8 THIS SHEET NOTVAUD FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. — SECTIONSdag. 4/7/2017 4,31:03 PM, Car tW, Robert Q. —h — CN8 Md Lgndarn —th 1 42 ............................................................................................................................................................................................................................................................... 3' 5' BERM 5' 4' SWALE 5' 12' 32' NATURAL AREA ........................................................................................................................................................................................ 19, 20' 26' `TWO STORY CLASSROOM BUILDING ......0 F.F. ROOM BUILDING ..... ELEV. 142 140 .................... ....... ............................... ...................................................................... ............ . EL. .00 1.. 4 138138 136 APPROX. EXISTING GRADE ........................................................................................... PROPOSED GRADE EL. 135.00 .. �..— — _, — — _... — __ .� _— _„ ._ ._ ._ ._ ._ 136 3 ........................... M.E. M.E. w.—.--___—.. .. �--.»-- —_ ...... _______--- _-- 134 132 M.E. EL. 132.00 — ._ --_— - _—,a -- --- 132 EL. 131.50 EL 131.50 130 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 130 128 128 SECTION 'C2 ='C2' SCALE: 1" = 5' HORZ 1" = Z VERT 144 144 Z........................................................................................................................................................................................... A............ 9.8Y 20.D0' STABILIZED FIRE ACCESS 4.D0' 13.29' TWO STORY O CLASSROOM BUILDING X 142 F.F. ELEV.-141.00 142 ............................ .... ......................... .... .... I................... PROP. MULCH ACCESS.......... Z .. .............. ..................................................... ................ m............ SEE DETAIL ON EL. 141.00 SHEET C5.1 I 1.51Yo EL 140.85 ---r 1.00% EL. 140.65 1 140 EL. 140.00 PROPOSED GRADE 140 1 10' HDPE STORM PIPE � 1 138 �Q//jj 138 .............................FUI.AREA..................................................................................................................................................... .......... APPROX. EXISTING GRADE M.E 136 -------------------------------------------- \ 136 .................................................... 24" HDPE STORM PIPE 134 134 132 132 SECTION 'D2'= D2' SCALE: 1"= 5' HORZ 1" = 2' VERT www.cphcorp.com A Full Service A & E Firm Plans Prepared By: CPH, Inc. 500 West Fulton St Sanford, Fl. 32T71 Ph: 407.322.6941 Licenses: Eng. C.C.A. No. 3215 Survey LB. No. T143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 w a Sq `>; <o -iZ O 9W a au Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: AS NOTED Job No.: B18202 Date: 2/28/2017 1 © 2917 Z z -joca a Q a W0 Z (n 0LL c J W o Q p U Z Y �, c m a W0 _I w ai a U00 v�(Do W z o � � U Qm Sheet No. elf.49- THIS SHEET NOT VAUD FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. — SEC710HS.dwa. 4/7/2017 4:31:17 P1/. Caromtlar, 6o6ct G. _ uh — l T' NOG \,VIBE FENCE - STRUCTURE NO. D-9 I I / STRUCTURE NO. I I U I.I�- II,I,`rI%_��II �iNc-I .�I-II._/-i i/I:.II _ I ' /11II!7 I•II I I! .`_r/.I� 1-.'\_1 \ i._-I II- I I% I I I.I ,_%IrI% 11 I, �I 'I . i / 1II�.� �II I I- -�fI IliIII ! I_I- /I, I II\I 1 , - I I I -I` I I .\Gv \ \J u'\6\.'", v i\`\ , `IIIo• I' " I I I41I-1II 413I..Io01!II 0s-� I I 0 \ ,\ I I '�III I IlI '� ` 1 I--�\I�- I y:'1`-�" 3\-8 \c-. _7- i iI I I I III' II II I=i \ 1 ❑D...I 1II 4011 N 24" FLARED END SECTITYPE "P" MANHOLE 901O140 L.E PER FOOT INDEX 270 J1 NV, WSE_=134.00 INV.=133.50 V134.00OIN AP RPR85 • •.•4•�i1I.1 :s .-0I, •0" , L 1548 100 I I 1D1�L\ • 0 \ '•�I:1�':4I I0I\f.8'.1;I61411 ' B1� •'`...�.0��I -I0r' •s . �'�t�"1a"•.I• \� '6I II II 14\0..,0�0••: `I1I•I 4 I0IIIII..I -IIIII I39` I9.1I I8I.4I70 Iav 5 . o0• 1 jI` I ' i�I I % I - / \ I l \.'I1 IEi 1,•Ir �ll I V1I II \ \_ ,\ \\ \ \ 1I I I I I I IIi•��\ II l I - •III - __t - ; IA II \` 20 0 20 40 wiQJZZ®Q(Lw.7 0 w®P.ch: �p40ch7.3®c2 lQ2o.J6 r 24 X10 TEE N AFull Service STRUCTURE7= ,_.-_ NO. D-11 A & E Pirm106LF 24 HOP 28% TYPE"E"INLEPlans Prepared By: INV. S.=134.30 CPH, Inc. NV. N,W.=134.30 500 West Fulton St I \ Sanford, Ff. 32771 _----- - - - - -- - - 7 - - - - - - - - - - Llenses:--224 LF. 24" HOPE @ 0.21% Eng. C.OA. No. 3215 C.O. INV, 138.00 Survey L.B. No. T143 AchLic,No.AA260092U633LF. 10'HDPE@1.58% B 102 L.F.I110'HDPE@I HDPEQ1.67% W Graphic Scale in Feet Lndscp. Lc• No. LC000029a J8 ., ...0 -----140.95/ I I i 24�X10-TEE L---- ------I--------77----------T-I III a 6"C.O. INV. DOWNSPOLnCONNECTIONS (!fP OF$) 141.0040.10 << ) uiQ�md 134.70 REF ARCH PLANS.:CONTRACTOR IS RESPONSIBLE 140.0 OumL FOR MAKING PROPOER FITTING CONNECTIONS TO 38L.F.10"HDPE@1.0% TIETO 10' HOPE HEADER PIPES. oLL TWO STORY CLASSROOM BUILDING 61CIO. INV. _135.20 139.85 139.501ST - 8TH GRADE 112LF. 18"HOPE @0.?6% ,I-E ED VuIR E FEUF.F.EL.=141.00 m140.85 CO 141. DOO esLF.1o'HDPE@116% N DOWN SPOUT CONNECTIONS (TYP OF7), REFARCH PLANS. DOWNSPOUTS TO SPLASH TO FINISHED CONTRACTOR IS RESPONSIBLE 14000GRADEI REF ARCH PLANS (TYP OF 8) FOR MAKING PROPOER FITNG STRUCTURE NO. D-8 CONNECTIONS TOTIETO IO' TYPE"E"INLEf HDPEHEADER PIPES. INV. S.=126.50 6°c.o.INv.-136.20 13sao 140.00 „ 86LF.10°HOPE@1.18% 140.70 140.85 ^ z®40 URE NO. D-1STRUCT2 TTYPE°E° NLEDesigned: M. Socha INV.N134.50 Drawn: R. Car entier 14020LF. 10".HDPE@1.38% Checked: M. Socha6.co 138.00 Scale: 1=20' DOWNSPO141.00 140.75RAINWATER HARVESTINGSYSTEM, 140.90 Job No.: B18202 238 L.F. 30°HDPE@I0.21% REF ARCH PLANS (TYP OE3) 6C. INV. Date:2128/2017 2017 1ao.4s140.70 PHASE 40 1a1.o0 6" C.O. INV.=13410 a L 41.00 141.00 z m I O(U +l 83 LF. 8° HDPE@ 048% LLloMULTI- f LL 141.00 PURPOSE 0140.85 U o '' BUILDING �4 F.F.EL.=141.00 _jo w I6"C.O.INV. -------- ---` ------"---------- 138.30 14100U 12"X8"REDUCER W ZO 131.50 STRUCTURE NO. D-9 12" FLARED END SECTION m ER=DOToINDE270 6'c.o.INV.=138.70 __ _ -_ v.--------------------- IN138.- :_ ------------------- 140 \ /f'� I RIP -RAP 92 L.F. e^ HDPE @ osa% Sheet No. CONNECTIONS (TYP dF 5), p.com REF ARCH PLANS. CONTRACTOR ISIRESPONSIBLE i \I f I I lI \\ \\ \I TIE R O KIN PE HEADER PG PROPOER � FITTING CONNECTIONS TO \\ II 'tI 'I` I I c4 y CSTCNOT LOR CONSTRUCT[ VALID WITHOUT COMPLETE SETOF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. ,t\Bi8202\CIvA\ONG\D.elgn\PI. Sh eta\CI.B - GRADING AND DRAINAGE PLAN.dwg, 4/7/2017 4:31:56 Pu, CapmBr, R bat Q. -.ph - CIA And Lend-p-tb I_ 9" -4'v t' P01 ISOMETRrC VIEW NATURAL. CONSERVATION AREA No D-pmg, Land Ckuutg or Od- D�srmbance ro BtfrS," Sad, os Vq. mti- 9" P.. aN d B.T..d TI., Pouu It' �-4'H' FD>T 'n--DrsRNc GRAPE 1 PROFILE VMV ,&TYPICAL WETLAND CONSERVATION SIGN N.T.S. 4' THICK CONCRETE SIDEWALK SECTION SIDEWALK CURB 6' X H MONOLITHIC CAST CURB OR 6' X I r SEPARATELY CAST CURB _ 6' TOP LANDING T MIN.(TYPJ C PAVEMENTS CURB PAINTED TRAFFIC 4' YELLOW (TYPICAL) CONCRETE CURB &GUTTER FDOT INDEX 304 CR-C. (TYPE F) SIDEWALK ACCESSIBLE RAMP TYPE A N.T.B. LANDING 5 MIN. RAMP AND SIDEWALK CURB Q FOOT INDEX 304 CR-F. RAMP WIDTH (4' MIN SIDEWALK ACCESSIBLE RAMP TYPE B 5' I 5 ' FINISH GRADE EL. 129.30-\\ FINISH I 5 I I s MATCH EXISTING GRADE ? 1 '5 s EL. 126.50 CONCRETE RIBBON CURB NOTE: ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SOD. SPREADER SWALE N.T.S. MODIFIED FDOT TYPEC INLET STRUCTURE WIRETLULINESTEEL GRATECOVER PIAR VIEW ONLY R3-2 R3.1 24" X 24" 24" X 24' RML NO LEFT TURN NO RIGHT TURN 30,x36' /LT.B. ILT.B. LEFT TURN ONLY N.T.S. • • • r ONLY R1-1 RS-1 30' X 30' 30" X 3G' RMR STANDARD RED AND WHITE SIGN 30' X 36" STOP SIGN DO NOT ENTER SIGN RIGHT TURN ONLY N.T.S. N.T.S. TITS. YIELD ONE ONE WAY WAY L8'X24- to X224' R1-2 YIELD SIGN ONE WAY SIGN DETAILS ru.S. N.T.S. 3' H6' SURFACE MATERIAL TRANS - - TOP OF CURB .�— BASE COURSE PAVEMENT PAINTED TRAFFIC YELLOW ELEVATION VIEW NOSE DOWN CURB DETAIL N.T.B. RIBBON CURB N.T.S. Curb -Ribbon • I 3 �- 1 NOTE: STRIPING TO BE SOLID WHrrE. CROSS WALK STRIPING DETAIL N.T.S. te' ELEv. 132-00 �� 3•�. .%v' ELEV.131.00 YNEIR SECTION ATTACH BOTTOM OF 1/4' AUkL BAFFLE Y BELOW BOTTOM OF AFR d YYEIp TD TO BAFFLEABtIITOM OF SKId1MER PLATE SHALL BE I BELOW WEIR ELEV. 0 EL. 129.50, SEE SECTION ABOVE "y ESTIMATED NY+L 12d.00 -GROAT PER FOOT INDEX 110. MI SECTION W-W SECTION 'P W (NOTE SEEGRA➢ING PLAN FOR OUTFALL STRUCTURE LOCATIONS. OUTFAL STRUCTURE LOCATION SHALL BE FIELD DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. NOTES GRADWG PLAN FOR OUTFALL STRUCTURE LOCATIONS, OUTFALL STRUCTURE LOCATION SHALL BE FIELD DETERMW M BY VE CONTRACTOR Ar{D APPROVED BY THE ENGINEER, OUTFALL STRUCTURE NO. D-1 DETAIL OUTFALL STRUCTURE NO. D-2 DETAIL MODIFIED TYPE C INLET PER FOOT INDEX 232 MODIFIED TYPE C INLET PER FDOT INDEX 232 rv.rs. vn\DWG\Deslm\Plw Sheets\C5.1 - GENERAL DETAILSdea. 4/2/2017 4:3205 PM. Cnmenfler. RrE.v} C_. rnN - CIA And I md- n{h A DETAIL REMOVED IMTE PAINTED HAIIGICAPPED PAVEMENTSYMBOL PER F.D.O.T. IN. NO. 17346 (TYP.) FTP-25 8 R7-1A SIGNS (TYP.) SEE 1 Z I RAMP (TIP.) PLANS FOR LOCATION HANDICAP STRIPING DETAIL N.T.S. 20' MINIMUM 2' MIN. MULCH 1Y / ;........ �-::::-`•:i::i€::iirk:""::i�">::.:F?:3:Fs:?:........ F€::::;:r;;:% 12' COMPACTED STABIUZEED SSUBRADE MINIMUM LBR 40 BAW-CUT E IST. ASPHALT wMT. TO COMPACTED TO AT LEAST 95% OF THE MODIFIED ANO RRZVEPVMT. W PROPOSED SIDEWALKAREADFAIMPLICABLIS PROCTOR (ASTM D•1557) MAX. DRY DENSITY VALUE 6AiN CUT CONTRACTION lOItlT ASPHALT PAVEMVEMENT TRUCK ROUTE & MULCH jFI-EHED SIpEWAKVARiE9 (S ABM.) ,r PARKING SECTION 2%BL EDGEOFABPHAT , N.T.S. COHCRIFTE CURBS GUTTER(TYPICAL) 4 A ••I 4" MIN. < ♦ , �. - — COMPACTEDBENEATHPROPOSED SIDENAtx AREA TD 9d% L%X. DEtJsrrPEaaASHTGr-1so. . '. BEE SITE PLAN FOR CROSSNALK STRIPING OF SHOWN ON PLAN) FLARED OPTION ECT y SETTER SALLSEI UNEA(THDIRECEODOF a PATTERN SHALSE IN-LINENRTN OIRECnQ1I OF 4 TRAVEL) PAVEMENT FLUSH WITH SIDEWALK CONCRETE SIDEWALK sAw curcwNTftunou mNrlr 6AW-CUTEIJST. A.WHALT PVMT. AID PVMT. W PROPOSE,& SIDEWAALKLK M PAEA (IFAPPLI/'ABLE) u A N A SIDEWALKVARIES (S MIN.) FIMSHEDASPHALT PAVEMENT D MAX. • A.NN -�- • EDGE OFABPHPLT COMPACTED BENEATH PROPOSED • s E SIDEWALK AR EA TO SS% MAX DENSITY PER AABHTO T-1 &J. �4 •4 PL, A R 6" RAISED CURB INTEGRAL CURB & SIDEWALK N.T.S. A 4" CONCRETE SLAB 5' Tn A -.J TOOLED 2" SAND 4" P.C. CONCRETE SECTION A -A MINIMUM 3000 P.S.I. CONCRETE REQUIRED i NOTES: 1. 3/4"x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK. 2. EXPANSION JOINTS MAXIMUM DISTANCE = 100% USED 3/4"x4" PREMOLDED EXPANSION MATERIAL. 3. CONTRACTION JOINTS MAXIMUM DISTANCE = 21', SAW CUT 2" DEEP AND FILL WITH HOT POURED SEALER. 4. SAW CUT JOINTS WITHIN 24 HOURS. CONCRETE SIDEWALK DETAIL N.T.S. SIDEWALK KEYNOTE LEGEND �cugeED DPnoN A CONCRETE CURRANDGUTTER(SEEPLAM B LIMITS OF DETECTABLEWARNINGAAEA(AB REQUITED BY FDOT.Ho'D ' YtITHIN C LIMITS OF RAMPED SMVALK 1:12(03% suoPE MAx) D LR1IT60FlAlGNG AREA (S'ONBITEORAS REOUILEDBYFOOTINDEXAM WITHINRAY) RN) I �lJ A PLAN pErDcrASLE OFFS ONLY RAMP VARIES IANOWG 2 MAX SECTION A -A NOTES 1. DETECTASLEWARNINGAREADMCLUOING ACCORDANCE 2. ALL MATERIALS THE FOOT ACCEPTANCE COLOR, TRUNCATED DOMES, SPECIFICATIONS, ETC.) SHALL BEIN WITH FOOT WDFX k LATEST EDITION. FOR TRUNCATED DOMES YRTHIN THE FDOT WGHT-0F%VAY SHALL BE IN ACCORDANCE WITH CUALIIED PRODUCT LIST IOPLI. 3. (A! COLOR (B) 90%OF DISABILITIES (C) THERESHALLBE (D) NONCOMPIWNTMMn NS SURFACES CRITERIA FOR DETECTABLE WARNINGS FWO TEXTURE BIUIL BE COM8IETE AND UNIFORM. THEINONIDUALTRUNCATEDWME9 SHAL BE IN ACCORDANCE W. AMERICANS WITH ACTSTANDARDS FOR nLArNSPORTATION FACILITIES. SECTION IM. NOM.ORETHAN4NOI&OMPLYINGDOMESWANIONESOUAREFOOT. SHALLNOTBEAOlAC MOTHERNON WLI%IMDOMES, SMALL NOT DEVIATE MORETHAN 0.1T ROMA TRUE PLANE ACCESSIBLE RAMP DETAIL N.T.S. STOP BAR TO BE PLACED 4' MIN. FROM EDGE OF CROSS WALK (PER FDOT MUTCD 2000), UNLESS OTHERWISE SHOWN ON THE SITE PLAN. EDGE GE OF THE CROSSWALK I Z -2' MIN. SIGNAGE \-- 3' MIN FROM FACE OF CURB "STOP" BAR SHALL BE 24" WIDE AND 12' FOOT LONG, OR AS SHOWN ON SITE PLAN, WHITE REFLECTIVE PAINT. (SEE SITE PLAN FOR LOCATIONS) STOP BAR DETAIL WITH SIGNAGE N.T.S. CONCRETETO SE RAISED FOR PROPER WATER RUN OFF C DIAMETER STEEL PIPE FILLED e1 CONC. PAINTED TRAFFIC YELLO'NAND EM• BEDDED IN CONC, BASE BITUMERMS JOINT AROV40 4 PIPE " TOP OF SLAB OR ASPHALT BOLLARD DETAIL N.T.S. 6" R. 4 3 \�A 3' 1'-T 1-14 (j of parking space V A* 24" NOTE BOTH Wll- SMALLBEINACCORDANCEWITHTH KL B40 NARMING FLU,& ESCE(TOP)LO GTPENBACIII YATMABLACK IEGE{0 ONA FLW REBCErIT YELLOWGREFI{ BACKGROUND PEDESTRIAN CROSSING SIGN N.T.B. (2 LBS./Fr.) '--, L 3' BOLLARD IN TRAFFIC AREAS SLOPE TOP OF CONCRETE GROUND SURFACE PC CONCRETE fI TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION -I `MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES', LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO PO IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS STANDARD SIGN BASE R7-8 PARKING BY DISABLED PE91IT ONLY VAN R7-8P ACCESSIBLE $ 250 FINE - FS.316.00B(4) SIGNS USED AS PER FLORIDA STATUTES FTP 25 PER FS 316.1955, FS 316.1957 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE A MINIMUM OF T-0" CLEARANCE TO FINISH GRADE ACCESSIBLE SIGN N,T.S. www.cphcorp"com A Full Service A & E Firm Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, FI. 32T71 Ph: 40T.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey LB. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Ltc. No. LC0000298 Ui 5� r `rMl <; -jz 9W OD1 D. LL, 14 W W 0_ S � a F U Z W Z Q � C 0 zo a, UJI of � U O U W a U LU CL Designed: M. Socha Drawn: R. Carpentier Checked: M. Socha Scale: NONE Job No.: B18202 Date: 2/28/2017 JQ2017 Z Z O Q "O L��L Z U) 00 c Q 0 U Z U) a N La.0 Jw LL U r 0 0 L Z O O U m Sheet No. cn.y THIS SHEET NOTVALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS, SEE GENERAL NOTES FOR MASTER LEGEND. PVC/HDPE Minimum Length (FT) to he Restrained on each side of Fitting(s) Plug or Branch of Tee NOTES: 1. The restraint values as Indicated by the "Restraint Table" are minimum values. Design angtneer shall be responsible for wnfimdng field conddtons, and make acImbnents accordingly. 2. AN thing. shall have restrained ldnts unless olh.o i. Indicated. 3. No restraints required if conWwus pipe length to filling Is greeter than value provided in "RmZrit Table" above. 4. Where two or more fillings are laid in -Inc, use greatest reshent length h>r -rage. 5. For in -Me valves and through tart of tees: outside lints of restral red Joints from other fillings need not be restrained unless ahemise Indlesta L 6. Lengths shown In is table have been calculated in accordance with the procedures oullned in Thrust Restraint Design for Guam Into Pipe" as Published by DIPRA, with In. folmving assumptions Working Pressure: 150 PSI Soo Deslgnaton: 9M (Silty Sand, Sand -Sift Mix.) Laying Conditions: 5 7. For pipe saes na brcluded in the Restraint Table or pipe material not sobering to given cGriefIbns, design engineer shag determine and specify pipe lengths which sml be approved by the City. 'a Be. Net.3 NOTES: 1. Pipe bedding material and bench backfil shall be tiled mrmnon (deep) if wmpacied to 95% (96% In madway) of the maximum density as per AASHTO T-160. 2. Cantrador shot instal -rushed rock for safie lent bedding material) v,mm pipe bedding does net Provide sold support (yielding or pb.fist. Depth or materiel ch.l be a Mnknum of 6% or as .-died, to provide ion-yiNdhrg supped for the pipe. AI -..liable real.dal shall be removed ham pipe bedding unless special provisions are approved by the City. 3, Excavaled bench wdth at pipe he... h shall be sufficient in sae for haunch wmpadbn, but shall be no gmater than IS' on each side of pipe for pipes lass than 2V in diameter (24' for pipes 24" In diameter cr greater,) 4. Water shall not be pennttted in trench Me during construction. S. Pipe I. shall be insta1ad MN ben filing facing upgrade. 6. Gravity sawershan have a F mirdmum mck bed. Surface Trealmerd vahe Box end cn,,.. m .th gushed graded �ata,s.6amta ' x 4' x titome• task (Mt) precast past ent Area gin es, set or grout Valve in Pavem N.T.S. 3��DIa. Burma Dkc endwred h sW pad. X r4 ear 16' DlartmM Mlnr otuner ,mnuele- Vdrm B. and Corer 12' endexed In -.1. pm. ALSo. of the main. Ovma TyPs ofvale. 'A 4 • \ Tin» S lee: W ter, Recialmad to A %4 4 A nu, it or Samlmy 4 Db, 6 Tr.: Direction to open A A andkof-r ms 3' Die, Bronze Disc 3' Da. So- Disc Valve in Na Pavement Area N.T.S. WARNING TAPE NOTES: 1. Bmrrze dentfica8on disc shall be required for .1 v.N. as required by the City. 2, Exact shape and size of brar¢e disc shall be approved by the City. 3. Vahe coils' shag be 24" x 24" x 6" for Mw¢e msc applications, and 18' x 18" x W all other locations. 4. Concrete for color shag be I& of 2,500 PSI odrd num ® 28 days. 5. valve box top and collar shelf be even An sad, with greding mosificemd over 5. DETAIL CITY OF OCOEE DETAIL CITY OF OCOEE T DETAIL CITY OF OCOEE 1y 6 NO. CONSTRUCTION DETAILS tb I NO. CONSTRUCTION DETAILS. ' NO. r .-�„tf r jf� CONSTRUCTION DETAILS �• UT104 Restrained Pipe Table - s cy i,rt UT101 Pipe Bedding and Trench -st "�, _ UT107 Valve M. Collar vw DATE: Jan. 2016 SCALE: WE DATE: Jan. 2016 SCALE: n/a DATE: Dec. 2015 SCALE: BIG W coneat. caller, see Fmishetl Goes. -Detaa UT107 fin detals PvMe am comacea ioep.l fastg -eth 24' ef- Hydrant Operating Nut M w3 eerie looks, n im in rake box } Actuating Nut far Val He. Nde Pumper Nozzle Adjustahte cost bon Fardng Street vale box Pm THHN Saki Wks Valve lox shag rest on Maximum 6' Clears Fin shed Above Adjustment �beddirg rxk. not on Between Posh ed Finished Grade vela a pipe, and shall Grade and Bottom ar valve wear valve be ceni g n t. Nat. ed % (see UT400) operating nut. I I PIPeRdath v A Hydrant BaC ckfill W24" Anchoring Tes NOTES: 6' Solid Bedding (Rock) i t: •:1: •• •- •- •- •- •� �"' 1. PJ pipe shall be installed with ClOTHHN salt wppertracbg wire. Tmdng es®ent Seat Gate wire must be Imtaeed directly above the pipe in a contimus drwii. 6- Bedding Rack - -• Vale and Box 2. r-kiij wire shag cover 11 main, pipe, branches (IrdiMhg lie hydrams) and (See Gets][) a lCe connections. NOTES: 3. Tracing nbe shall extend a minmmm of 12' has grade at required Nt... is .ndlm vela fib. 1. PVC extensions shall not be used on valve box. 4. Tracing win. that be coded and placed h a I.N. box and shall he easily 2. The actuating nut for valves shall be no deeper than 24" from 5. Al dead ends of real., ultimate finished rode, in a pipe, anNar service, the bating wire shall be placed 9 property Identified PVC vale hex. 3. Where valve nut Is more than 36" below grade, valve assembly shag Include center spacing guide a extension as approved by the City DETAIL CITY OF OCOEE DETAIL CITY OF OCOEE DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS.{"' NO. CONSTRUCTION DETAILS NO. CONSTRUCTION DETAILSf< dl UT400 Valve Box and r• : Jt-� UT402 Fire Hydrant t r UTI12 Tracing Wire Cover ,,, Assembly =' Location DATE: Mar. 2016 SCALE: info DATE: Feb. 2016 SCALE: rda ,,'' " DATE: Feb. 2016 SCALE: nia � r ouhIs Check Valve BackSew Assembly bW To • x�• of ,v •� • +, N, , I k• _J- OS 8 Y Gat. Valdes (FIG) (2 Requb.d) ym. eecklmv Plan Vlew Assembly Byp... Detector sleler Maintained By City 6' Concrete Slab (2500 PSI C-1a) Bend angel Joint 2. MP) pe 12, MIn. Support 16'slax. t 6.pansbn slaterLlto 3' Min. Cover be placed behveen DIP ter FLG X WM concrete slab 90o Sam (NUMU) Rmbt land Joints I- Matra Profile View To Service NOTES: 1. eacklic assembly shall be owned and maintained by the pmpady owner. 2. Thou City -hall awn and maintain the meter. 3, thirty easement she minimum shag be 10 feet by 15 feet. 4. The contractor shag contact the hnspedar for exact assembly length and height above the shah required for the double detector check vaha ssembty to be tnsthned by contractor. All pipe, filings, and eppu t...-. shall be Installed by the contractor. 5. An above ground pipe shel be ganged dueble Iran. 6. Double detector dhede valve assembly to be approved by the city prer to punimme or Instant - DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS you UT502 Double Detector; Check Valve Assembly DATE: May 2016 SCALE: nla B.ckfl- p,.-ter in acwdarce wish plans approved by the city Gels Vela Test Cade (TYP•) Gate V.N. Threaded Una Nipple, (Typo) (2 Required) 9' Ma. (Typo) c 'I 90o Bend 12 Required) Fnished Grade 18'Wide x 6' F=MaIn Contra. slab nlih To S__rciw A4 Be, d around (2 Required) DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT501 Reduced Pressure Backflow Preventer DATE: Mar. 2016 SCALE: rite www.cphcorp.com A Full Service A & E Firm Plans Prepared By: CPH, Inc. 600 West Fulton St Sanford, Ft. 32T71 Ph: 40T.322'6841 Licenses: Eng. C.C.A. No. 3215 Survey LB. No. T143 Arch. Lic, No. AA2600926 Lndscp. Lic, No. LCOOD0298 -lyllcu. - Drawn: -- Checked: -- Scale: NONE Job No,: B18202 Date: 2/28/2017 1 n 2D17 Z Z L J W o U- Z Q = � W O Q -I W O W e� pU W Z rn Y f0 0 W Da-• O JW� o VCL 00 F= W z 0 U (D U Q m Sheet No. c=.z THIS SHEET NOT VAUD FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. - CITY OF OCOEE DETAILS PHASE 1d- 4/7/2017 4:3220 PM. Cam4nttw. Rabat G. _rah - Vail- Varies Line Wye With 8rench� LSL�e n s 45o Be Cleanaut I erty Llne See Nob 1 IL Double Wya-/ Plan View NOTES: 1. G.-t (shown hatched) shag be Installed by the binder In accordance with standard plurMkg code, 2. Locale ne le deants as close to the property Oas Possible. 3. Invert of service lateral shell not onto, sewer male below spring toe. 4. The mlrdmurn terminal depth as required fw house service is 3. S. Service Laterals shall be a minimum of 6' or no-sidential scanados• In residential areas, service Intends shelf be a minimum of 4" to the dght-or-y and than 6' to the sestet -In. DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT204 Service Lateral DATE: Mar. 2016 SCALE: We 2531� Cover Section USF 227 (AS) Cover Cola, 3 za^ 35 vz' m 1� �4, Flush Rina Sedan 27" USF 1295 Rog Rya Section USF 227 Ring AMES aMok lining Brisk or (where required) Precast Commas h1ar a INng 1. Use Ring S Ceem Dated as depicted on, this sheet far standard manhole applications. Refer to LIT 203 Large d Receiving Ring and Cover Dead For large IS or greater) and receiving meMoba. 2. For shuctures with fee elevation at surface, use 'Flush SWcture Caslkg',1a00 Ring, 3. Brick shelf be sold red (day) Mick mee&mg AASHTO M114-Grade M. 4. Red Bride or Precast Concrete Risers should not exceed our levels. S. Manhole Vol shill be Lettered with'C8y of Geese (top), Sewer (center) M Florida (bdom). 6. Manhole We shell have Me (2) non-pemr ling pick holes. 7. Where manhole Ndng (coatl�) is required, coaWg shill extend o rIng sealing and waling Wg's milder bad. DETAIL CITY OF OCOEE G� NO. UT202 CONSTRUCTION DETAILS Standard Manhole Ring and Cover DATE: Feb. 20i6 SCALE: Na Sea Manhole Cmnadon Gehl Outside or InvertBents 17t201 a Inside of ar P-Mofded %as I Joining Jalnt Seaarwnh Surfaces to be 'x` /� ProteciNa Wrapper Pre -Pruned (Wrappero be Removed) kv.d to be -thly Monolithic doped ii the direction of Base low with hareel Wait Joint Sedan matching pipe diameter loved Sedan Manhole Ring and hodar In Ring Cover Sea Note 8 for Setting Cover Adjust final cover grade Cone Trarmsi0m wnh 2 tors 4 coues of See TV ill brisk Eft.n*-s (Coal T ) Costing Both Inside and Outside of Wale 4" 5' Invert Benh Is Nme quarters helght of pipe, gently sloped (12 to1 ) and bituminous coaled Ruh n9 EFoatTab yoTnhdik B" Min.xTNOTES: Manhole Section 1. This detail Is for cast in place standard and receiving sanitary sewer manholes. 2. Sewer main saes Connecting to the manhole shall range from 6" to 24" In diameter and not less than 2' from floor of bottom casting. AO other saes shall require separate design and approval. 3. All manholes where any invert into the manhole exceeds 18' shall require a drop connection (Sae dotal UT201). 4. Manhole conayring and Cover shall be eccentric configured. Cone Iransitim shall range from 18' to 36". Concentric configuraflon shall require written approval by the City. 5. Receiving, forcemam connected and drop manhole shall be Continuously Oned with Green Monster TM Uner at 90 to 110 MI thickness or approved equal. S. Bottom casting shell be monolithic with first riser. 7. Riser between top cone end bottom casting shall be no shorter In height than 60". B. Manhole cover to be set 1/4' above and matching slope pavement and should be set at plan grade unpaved areas. 9. All seams from structure joints, pipe Connections and ring anal be WmpidSealed. DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT200 Sanitary Sewer Manhole DATE: Feb. 2016 SCALE: Na Prew.l Manhda Wall(TYP) S. S. Band Grout with Hydrauk Resilient ConnectorCememAroud Pipe a and BlurnYnous Coal an Exposed Surracos PVC m 0-P a • a •a . S. Pipe 4 Clamp �e COnnOn to Section Above /vr TIe4n Ratans (fYP) Drop Connection Ripe Imerl BenchU4-II.Ilem (See Not. 2) Concrete Pipe Encasement toSpring Line ofPipe toTop of Influant Stab and 6' Around Pipe PVC 90 Flidng NOTES: 1. For manhole details, see Ocoee UT200 Sanitary Sewer Manhole detan. 2. Drop pipe and fittings shall be of equal size and material to the Influent sewer One. 3. The drop Connection pmvlded'above Is limited to pipe size less than 24% Alternative design must be approved by City for pipe sizes equal or greater than 24" In diameter. 4. An outside drop connection is required for all Influent Ones 18' or more above the manhole Inverts. 5. Bottom elevation of drop shall be 0.1' above effluent Invert. l� DETAIL CITY OF OCOEE� NO. CONSTRUCTION DETAILS UT201 Sanitary Sewer - 1 r 4 Connection v + DATE: Feb. 2016 SCALE: Na Pipes/MaJns Separation Requirement Table `�{1i1��-- =1 E®®E®®®. ®®®PIEVa®®®® E®®®M E®® M®®®®®®SPIAr NOTES: 1. The table represents the mINmum separation n mArements as described in F.O.EP. rules of the Florida Administrative Coda 62-555,314 (FAG). These separation rsqubem-ts stall apply between newly proposed utility Ones and 2. Ns� g or proposed utility Ones. purpose of Nis table, redahned water shaff mean unrestricted public water as domed by FAC. 17-610. Other types of reclaimed water, not heated re pubic contact levels, shelf be considered raw, sewage, and the separation Ost for sarbary sewer she, apply. 3. Altema We water, such as dorm water used for Inigatio r, shall be considered reclaimed water fro separation requbemank. 4. Pipe separation dista ux, provided above shag mean the horizontal and/or vertical distance measured or the outside dimension of each pipermain• 5. Concrete encased poeslmalne shdl use the ..Peation of D.I.P. S. Where mmm"M vertical seperaffon from potable water cannot be achieved, theseof se of she full length (20) of D.I.P. centered at the crossing shelf be permissible. 7. Ali utlfi6as shall be Installed with 36' of cover over the top of pipe. Cover shall be measured with current or future grading to ensure the 36' coverage. S. No potable water pipe may pass thrmgh a samTary sewersbudu.. Penetration ilxough storm sewer must Ina approved by fha Cdy arW is subject o spedel wrtdlgme and materials. Transverse Section NOTES: 1. Al pipe shall Include the Installation of u10 THHN copper tmdng w6e capable of detection by cebb Iece6rmg equipment. 2. Tracing wine shelf be buried directly above the transverse mmedine of the 3. End(.) of the ocatkg wim shelf be such that wire can be accessed by loratkg equipment essesshg the wire In a valve vain or bowa8 box. Wide ls required to extend 12' minimum above finished grade. 4. Unless approved by the City, early warning tape kdiwlNg the type of pipe shell be required. S. All diradonal drill pipe shelf have locating wine attached to the op of pipe and shag remain m the top of the pipe during Installation. 6. All .-1.. Ines shelf have locating wire placed m the pipe as described In City of Ocoee detal UT405'Utff ty Service Cmnactlon" DETAIL CITY OF OCOEE DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS.,O '°' NO. CONSTRUCTION DETAILS UT113 PlpeslMalns Separation >a � UT108 Pipe Locating Requirement Table A Wire DATE: Feb. 2016 SCALE: Na f DATE: Jan. 2016 SCALE: Na is, 1,1114-7 ll\\'iB� �!„ l a an round pipe and corcreta. Tie red. bndmilng nuts and washers seating Plate (Tylp.) -�� Undsimbed Earth �`�.�'I V�`I I I e 3' Cove, for pipe bedding Emose do red. In e. distage Schedule of Dimensions and Materials Pipe Dimensions Tie Rods Reri d Size A B C DI., No. 6' 2.a 2.0' 1.0' 3/4- 2 8' 2.5 2.5' 1.e. 3/4- 2 10- 35 3.0' LY 3/4- 4 12" 5.e 30 4.0' &4' 4 16" 6.0' 4.0` 1.5' 314- 4 20' 8.9 5.0• 1.5' 314- 6 24' 9.a 8.a 1.5' 1 314' 8 Nab:iMathtriaeasb�fs0 an 2,Wn Las Pers4 ebM a4vr.mhe�P:%ss'ae w,ll,enaM NPT=wee or tan P.el wtl pipe ®pWd al aw sM.9x,W46Edo:r am®emc rim-krlms.. NOTES: 1. Use of a thrust who shall at be armed due to special conditions and must be approved by the City. 2. Additional reinlonsmenta shag be as specified by the engineer. 3. MNimum compressive strength or concrete shen be 3,000 PSI @28 days. 4. Bedding, to dA, and compaction shall be as specified ele-here In the standard drawkgs. S. At form boards Shan be removed ddl prior bad. 6. Condition where ala-bla son baadng capacity Is Gas than above specified and/or op.mting pressure are greater Nan speared, enifiw neednlrador shag submit for approval special design or the condbon(s) deviating from standards. 7. No allows- sNA W -do for Mobon bah- the Pipe well and the thrust cnr. DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT115 Utility Mains Thrust Collar DATE: Mar, 2016 SCALE: We %pdMaln See Note 2, for lettedrg size and arkuma on. PIPE LETTERING NOTES: 1- Lelkrxg shag be par the American Walla, Wort Association. 2. Lettering shall be a mWmum of T4" In height and shall be be facing up when the pipe is 6sstalad. 3. Lettering must be permanently Imbedded Into the pipe'mak, not painted mstencled. 4. L fluhl g shill be of cont-ting color to pipe rnaln fir. .Pipe Maddrmg (Lettering) N.T.S. �m�l n�mn) arm(a>rl Glamekr=zs m a^ 3' Tape centered along the top belief pipe. 1 hwl x+*+Im+l am, col uan (hwl ❑iametaI= 6- to Is - Two (2) E Tapes along both aides of tap half of pipe. n+"f4w .•.. �tOM M mlhc•1 ata�1 1 obm.te,=20'and larger Three 0) 6' Tapes along top and both sides of top half of pipe. Warnma Tape N.T.S. WARNING TAPE NOTES: 1. Tape cater shall be In awardable with (same) as m.hVpiw color. 2. Tape lettering shelf be at least 1' In height with no greater In.. 12' N spacing. 3. Warning tape shall exend total brgth of pipe. DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS / 4 m sW RA UT111 Pipe Identification & r �""` K r Warning Tape DATE: Feb. 2016 SCALE: We www.cphcorp.com A & E Firm Plans Prepared By: CPH, Inc. 6DO West Fulton SL Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No, AA26DO926 Lndscp. Lic. NO. LC0000298 [Drawn: cked: le: NO- . -N- E JO No.: B18202 Date: 2/28/2017 ©2017 Z Z J � � W I D C J_ Z tL Q � W OLL C p J W O W Q p U W Z Y m R 0 W [- O _I W O V o o U) o V W Z o y Q m U J Sheet No. c5. 3 THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. - CITY OF OCOEE DETAILS PHASE 2.drg. 4/7/2017 4:32.28 PN. Cammtle, Rabat G. _rah - Fu•/ncphcorhmi Service A & E Firm Plans Prepared By: CPH, Inc. 600 West Fulton St Sanford, Fl. 32171 Ph: 40T.322.6841 Licenses: Eng. C.O.A. No. 3216 Survey L.B. No. T143 Arch, Lic. No. AA26DO926 Lndscp, Lic. No. LC0000298to W Z W = W U W 2 W C) } ❑ fn Q W 0 F Q N W U W U OU LU W a U W a r u' � � N CD Z Designed: — Drawn: -- Checked: -- Scale: NONE Job No.: B18202 Date: 2128/2017 © 2017 Z Z ^ O LL C co LWL Z LL 1� MOTEW. W LL Q p U LIJ W z Y m OI O W a¢ O` J W ai L- a O Vol /f- W z o V � � U Q m J 1 2 Sheet No. ca.4 THIS SHEET NOT VAUD FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS, SEE GENERAL NOTES FOR MASTER LEGEND. ,t\BI62a2\CIA\DWG\Daslga\PI. Shasta\C5.2 — CITY OF OCOEE OErMS PHASE 2-deg, 4/7/2017 4:3Y:33 PN, Carpentiv,, Robert O, —oph — CIN And Landecaputh Driveway Rlghl-ol-Way We Pub PrNale Water Metor wish MxU� ate VaNa achrmw preventer (FlezNet RedM Unfl) Union am VaNa • � 9' Mtn. E 2 (TYPJ 6' 6^ •y iKUred Grade t^ as ears Rro. - FWI Encasement From ate Valve 9eter Box To Main SWdure 2' aM tamer Servke Cross Section Caller Plea Main 1g'-0' 1tY-0^ Curb 8 Gutter Public Private Roadrray Meter Baz Gela Vatre v---eackdow preventer