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HomeMy WebLinkAboutSITE CONSTRUCTION PLAN PAGE 1-15CONSULTANTS *CIVIL ENGINEER: BOHLER ENGINEERING FL 2255 GLADES ROAD, SUITE 305E BOCA RATON, FL 33431 (561) 571-0260 ♦BOUNDARY & TOPOGRAPHIC/ALTA SURVEY EBI SURVEYING 8415 SUNSTATE STREET TAMPA, FL 33634 (813) 866-6080 ♦GEOTECHNICAL/ENVIRONMENTAL REPORTS: UNIVERSAL ENGINEERING SERVICES 845 S. KINGS HWY FT. PIERCE, FL 34945 (772)461-9815 ♦ ARCHITECT: CUHACI&PETERSON 1925 PROSPECT AVE. ORLANDO, FL 32814 (407)661-9100 ♦ LANDSCAPE ARCHITECT ALOHA PACIFICA, LLC 7509 WEST SAND LAKE ROAD ORLANDO, FL 32814 (407)659-0002 ♦ TRAFFIC: SUSAN E. O'ROURKE, P.E., INC. 969 BE FEDERAL HWY, SUITE 402 STUART, FL 34994 (772) 781-7918 GOVERNING AGENCIES • FIRE PREVENTION ST. LUCIE COUNTY FIRE DISTRICT ADMIN. 5160 NW MILLER DR. PORT ST. LUCIE, FL 34983 CONTACT: CAPTAIN DEREK FOX (772) 621-3372 • ELECTRIC FP&L 1401 BE MONTEREY RD STUART, FL 34994 CONTACT: JOSEPH JAMES (772) 337-7062 • GAS FLORIDA CITY GAS 561 NW MERCANTILE PLACE PORT ST. LUCIE, FL 34986 CONTACT: TIMOTHY M. KNUTSON (772)224-3921 • CABLE COMCAST BUSINESS 10435 IRONWOOD RD, PALM BEACH GARDENS, FL 33410 CONTACT: BRYANT COYLE (561) 656-8961 END USER WAWA, INC. 260 WEST BALTIMORE PIKE, RED ROOF WAWA, PA 19063 DEVELOPER BRIGHTWORK REAL ESTATE 2401 PGA BLVD., SUITE 280 PALM BEACH GARDENS, FL 33410 (561)4194257 + WATER/SEWER CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT (PSLUSD) 121 PORT ST. LUCIE BLVD., BLDG "B" PORT ST. LUCIE, FL 34984 CONTACT: MICHAEL LEPELLETIER (772) 873-6424 FLORIDA DEPARTMENTOF ENVIRONMENTAL PROTECTION (FDEP) SOUTHEAST DISTRICT OFFICE 400 NORTH CONGRESS AVENUE, SUITE 200 WEST PALM BEACH, FL 33401 (561) 681-6600 FLORIDA DEPT. OF HEALTH IN ST. LUCIE COUNTY 5150 NW MILNER DR. PORT ST. LUCIE, FL 34983 CONTACT: KAREN HEIZLER (772)462-3922 PLANNING AND ZONING ST. LUCIE COUNTY ZONING 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 CONTACT: JEFF JOHNSON (772)462-1580 + BUILDING ST. LUCIE COUNTY BUILDING AND CODE REGULATION 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 CONTACT: JOE CICIO (772) 462-2172 LEGAL DESCRIPTION LOTS 1, 2, 3, 4, 5, 46, 47, 48, 49 AND 50, BLOCK 45, RIVER PARK - UNIT FIVE, ACCORDING TO THE PLAT OR MAP THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 31, PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA. CONTAINING 98,967 SQUARE FEET OR 2.272 ACRES, MORE OR LESS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT TORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TI THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND II I K-,4 r(61) as. ILI�t Lsq� m s STORM DRAINAGE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) 3301 GUN CLUB ROAD WEST PALM BEACH, FL 33406 CONTACT: HUGO CARTER (863) 462-5260 EXT. 3621 ST. LUCIE COUNTY WATER QUALITY DIVISION 2300 `ARGINIA AVE. FORT PIERCE, FL 34982 CONTACT: PATRICK DAYAN (772) 4132-2.767 • DRIVEWAY (NE PRIMA VISTA BLVD) ST. LUCIE COUNTY PUBLIC WORKS 2300 VIRGINIAAVE. FORT. PIERCE, FL 34982 CONTACT: CRAIG HAUSCHILD (772) 462-1712 (SE FLORESTA DR) CITY OF PORT ST. LUCIE PUBLIC WORKS 121 SW PORT ST. LUCIE BLVD., BUILDING "B" PORT ST. LUCIE, FL 34984 CONTACT: (772)871-5100 *TELEPHONE AT&T 3300 OKEECHOBEE RD FT. PIERCE, FL 34947 CONTACT: IVAN ARILL (772) 4604441 + SOLID WASTE DISPOSAL PRIVATE ALL SERVICE REFUSE COMPANY INC. 751 NW 31STAVENUE FT. LAUDERDALE, FL 33311 CONTACT: JAMES WOODS (954) 543-2528 IV Ft),R LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR SEC 28, TWP 36 S, RGE 40 E GOOGLE I\,APS ]LOCATION MAP SCALE: N.T.S. SITE DATA TABLE: WAWA STORE: WAWA CONTACT: BUILDING: CANOPY TYPE: CANOPY CONFIGURATION # OF MPD's: TYPE OF MPD'S # OF PARKING SPACES: # OF HANDICAP SPACES: # OF TRUCK/OVERSIZED PARKING: SQUARE FT. OF ASPHALT/CONCRETE: SQUARE FT. OF LAWN AREA: 191 1 Oil� SCOTT KEARNEY F85 F/B SLOPED STACKED 6 (6) 3+1 49 3 0 51,968 SF 28,421 SF I 'BOHLER N' Y E N G I N E S R I N G 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571-0280 Fax: (561)571-0281 Bohl erEngin eering. com PERMITS REQUIRED • ST. LUCIE COUNTY STORMWATER PERMIT • ST. LUCIE COUNTY RIGHT-OF-WAY PERMIT • ST. LUCIE COUNTY DRIVEWAY PERMIT • CITY OF PORT ST. LUCIE DRIVEWAY PERMIT SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-1 GENERAL NOTES C-2 PHASE I SOIL EROSION CONTROL AND DEMO PLAN C-3 FINAL PNRD SITE PLAN C 4 UTILITY PLAN C-5 PAVING AND GRADING PLAN C-6 DRAINAGE PLAN C-7 VEHICULAR MOVEMENT PLAN C_8 PHASE II SOIL EROSION CONTROL PLAN C_9 OS-1 & OS-2 OFF -SITE PLANS CONSTRUCTION DETAILSCONSTRUCTION DETAILS D-1 THROUGH D-7 ELEVATIONS AND CANOPY - COLORED (BY OTHERS) LANDSCAPE PLAN (BY OTHERS) LA-1 LA-2 LANDSCAPE DETAILS (BY OTHERS) PHOTOMETRIC PLAN (BY OTHERS) LA-3 LA_4 PHOTOMETRICS DETAILS (BY OTHER,1 TREE MITIGATION PLAN (BY OTHERS) LA-5 IRRIGATION PLAN (BY OTHERS) LA-6 LA-7 IRRIGATION DETAILS (BY OTHERS) ALTA / ACSM LAND TITLE BOUNDARY AND TOPOGRAPHIC LSURVjEy (COMPLETED BY EBI) - 1-3 SCABN�NED StLudeCtiltnt 070 V� 0 13 woo" SITE PLAN APPROVED Approval Date Z31 Approval Doc, & Number Planning & Development Cervices FEB 0 2 2017 RECEIVED aw FS a yk z M✓ Fa aWz� J� -,o waipLLLL C� ��wtta Iz- Lry NCO. ZOUKUFU) 0 S w z a :72� ¢aax g gS z W a zp , �Q� w>w0 ow g='0 0 °z swo�ao F aJ00 mrn Si cz� zPq F cease♦ a S 8a >aa x U Q' 00 10 h o H z 3m w>p �5 ZE2YYN �o COW 'zzoow V0 A ¢wo>rwl 80. W v�i3ai�33 I =zmzzz DID �� •ease♦ �� ag 17. ]REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 12/01/16 PER COUNTY COMMENTS CMM KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.. FLB150016 DRAWN BY: LDT CHECKED BY. GB DATE: 03/23/16 SCALE: AS NOTED CAD I.D. SD4 PROJECT: SITE CONSTRUCTION PLANS FOR BR IOHTWO]I K REAL )ESTATE LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA BOHLEk E N 0 1 N E E IR : N G 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571-0280 Fax: (561)571-0281 FLORIDA BUSINESS CERT, OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LID. No LCAOD05.51 �E BA� O 7�C No. = a 8 ° ATE OF (Q:, OA %4LORIDP 4° ti�!n nitr„��A 12/01/16 SHEET TITLE: COWER SH EET SHEET NUMBER: c�� H:\ WARBISD I1 MIN NSIA 0 Flf#STA\DPAVAM\PAN SDS\RBt5WIMJDWG MM W. tl.I US 1.2SI7 0 3.11 PY USf SkM W. CMCWhUS GENERAL NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1, THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERE NCE AS PART OF TH IS SITE PLAN: SURVEY-"ALTA/ASCM LAND TITLE BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR BOHLER ENGINEERING" PREPARED BY EBI SURVEYING, DATED 0312012015. • GEOTECH - "GEOTECHNICAL ENGINEERING REPORT- PROPOSED WAWA FACILITY NE PRIMA VISTA BLVD & BE FLORESTA DR, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA - UES PROJECT NO. 0330.1600033.0000 - UES REPORT NO, 1320866, DATED 03/2312016. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 3. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et Seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 6. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 7. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 8. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 9. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 10. CONTRACTOR MUST REFER TO THE ARCH ITECTURAL/BU I PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS, 11, PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING,. OUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICT@, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 12, DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 13. THE CONTRACTOR. IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARSY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 14. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO, REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH -THE PROJECT. 15. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE; UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 16. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS Al GEOTECHNICAL REPORT. 17. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT, THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 19. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES: EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 20. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS Al METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT, BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR, BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 21. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING Al ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES., AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT ACONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT Al PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES, THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR Sd/CH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES Al PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. TRAFFIC PLAN FOR WORK THAT AFFECTS 23. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF ALL WO PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 24. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 25. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR Al OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 26, OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE Al DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN Al PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 27. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 28. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 29. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR Al OWNER FAIL TO DO SO, THEY AGREE TO JOINTY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFEFIB AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 30. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES, CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 31.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS IHE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPT ED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 32. CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF TRANSPORTATION, FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, ST. LUCIE COUNTY HEALTH DEPARTMENT, FLORIDA BUILDING CODE, 2014 EDITION AND ALL LOCAL AND NATIONAL CODES WHERE APPLICABLE. GENERAL Le DEMOLITION NOTES: 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: EBI SURVEYING. PREPARED FOR BOHLER ENGINEERING DATED 03/20/2015 PROJECT NUMBER BWRE0009 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED, THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FORITO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. � ADA INSTRUCTIONS TO CONTRACTOR CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE, THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUIL NG ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQLLPREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3°/a) FOR A MAXIMUM OF SIX (6) FEET. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:60 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS Al HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE, THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1.2003 AND OTHER REFERENCED INCORPORATED BY COD.) WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE-EPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCRANCIES Al FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE, CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL GRADING & UTILITY NOTES ES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. S INCLUDING BUT 3. IT IS THE CONTRACTOR'S RESPONSI BILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUM ENTS NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT Al DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES Al ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT Al DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED, THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT, THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6, THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION Al CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFUCT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC, ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE. THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES, SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL. REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11, ALL FILL, COMPACTION,AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12, THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, Al ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION Al TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION, STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15, DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN, THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK. LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE'TO THE OWNER UPON COMPLETION OF THE WORK, 17, THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF .075% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME, 19, REFER TO SITE PLAN FOR ADDITIONAL NOTES. 20.IN THE EVENT OF DISCREPANCIES Al CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL, CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES Al CONFLICTS. 21, CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY Al REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH -DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATION@) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24, SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25, STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET Al MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS Al LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN IRON PIPE USING MECHANICAL OR SLIP-ON JOINT F CONCRE TE, OR CONSTRUCTED OF DUCTILE 0 S OR A DISTANCE OF CROSSING. IN ADDITION ONE FULL LENGTH OF EWER PIPE SHOULD BE FEET EITHER SIDE OF THE CROSS S AT LEAST 10 F TON LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED, 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS, ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY Al FDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30, WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED, 31. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN,) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 34. CONTRACTOR SHALL FOLLOW LATEST APPROVED PRODUCT LIST(PSLUSD DETAILS) AND CITY OF PORT ST. LUCIE UTILITY SERVICE DEPARTMENT(PSLUSD) MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS. CONTRACTOR SHALL FOLLOW THE LATEST EDITION OF THE GUIDELINES AND PROCEDURES OUTLINED BY THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT MANUAL, AND HAVE THIS MANUAL ON -SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. LIGHTING NOTES: A ES: 1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS, 3. THE LIGHTING VALUES AND CALCULATION 'POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES 4. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO FUNCTION, 5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP Al LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES, T CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 10. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE PROXIMITY REGULATIONS. 11. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. F W F4 s � - a za U <w E~ �� z o 22w UO K I-LL J -O Y2 < �P x9'02x -1 zUP,4.4444 H z R= ga� �� z o z 23. WE, ¢aa= g H WUa}z I0] SJ .. �". .two` m< 8t ..1.1 W'g4 a<m=wZ W. 5-4 WW .Mu OOw Ji M m zju Ox=m,�x gcD1-o�� x �x 11J x w o w0 U L 8 ` ClJ(nm mm la 5n •***** �S .. - SB .a U.. W 04 4,Y q'Q A" o O 11 z 3:0 lu � F, .WN. � w=<2Zw f;� Uw w((DDz XX2 S A ¢ w 0 � � - 2`- WW (;3:(m3:33 I W.a awOwww 6 �W Dzmzzz o W 444444 wE 9m 2 rn 1 I m - REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 12/01/16 PER COUNTY COMMENTS CMM KNOW WHAT'S BELOW ALWAYS CALL 811 ® BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.. FLB150016 DRAWN BY: LDT CHECKED BY: GB DATE: 03/23/16 SCALE: AS NOTED 6. CAD I.D.: SD3 PROJECT: SITE CONSTRUCTION PLANS FOR BJC�( �[]jTW RK �p � �T��??IG J LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA r tr 111p BOHLER ]E N G IN E E RI N G 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571.0280 Fax: (561)571.0281 ^, FLORIDA BUSINESSEERT. OF AUTH. No. 30780 A1111r1111I1a, 17 `: ECG;o°`o\CENSF....�9 * ;. No 5 0. - . ,%�' - SHEET TITLE: �0)..� (939= A, Ill SHEET NUMBER: 1\ e 2 H:\MI5\RBI50016- IA NSTA 0 RMOA\MMNC5\P S013\11BI5001650CM PRIMED W CII MS 1.17.17 0 5:18 PN L16T MN Bf. IMICWNIIS \ \ \ \ rvra sFolf ,W E \ j NAFMLAWN ON OWRhW Or sx'vpt / r POLEx \ av owgipw wee cv4ee s c( TR4f c S16W PIXE Ms 9w 0\Ip\ Cz\SQ����G�iP 6 PP ON oaaa Ew TEMPORARY EROSION CONTROL C\FOQ\pG� Od /r %0' INLET PROTECTION(TYP) SX.Y,w[Pn[£ Fs D) �(SEE DETAIL SHEET C-9) ,FOR, � \ I +\ � anee Rr ^" OR,,,/'f \ //ri / I. I € •- �6 \ c PROD �- /� � r TEMPORARY EROSI�iJ CONTROL f• .N 8E i .. \ \ 'J PROTECTION (TYP) S S \ \ I ( (� "%`01 (SEE DETAIL SHEET00 ' % '•` � \$•:` / / ,gyp pNN~ � � )S \ \ \/ / ;/ rsp- \ so ,a ,, '' ��� $ _ � i 0 �{ <.: • �. � i i���� y / V\ Ox",r1111 � � / i! / .� • " � �A�jE \\ g� \\ % � "° _ ; 4 Z \ 0�04 A �0 yx Yu o \\ 9� .UP �A F 0, \1 \ 2 / 2cF>0 T<c, PROPOSED i ' PROPOSED CONSTRUCTION ENTRANCE WITH TWO / (2) 10- SWING GATES (GATE SHALL HAVE CONSTRUCTION DETOUR SIGNS AND OPEN ONTO Cte SITE, NOT INTO RIGHT OF WAY) 9 DEMOLITION NOTES: 1 2)¢ m-� BOHLER ENGINEERING FL, LLC IS NOT B SITE SAFETY OR LE 1 CONTRACTOR IS TO PROCEED WITH THE DEMOLITION ON OOSUPERVISION. IN ASYSTEMATIC AND SAFE MANNER, Z V O z La wo k LL FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. aql F = ox 2 a = WF rl-wmal- 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND C4 Z o z y SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES m ♦ ♦ e e ♦ 4 OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING FL, LLC IN p _ WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. Zd 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: a z F �' o °z A. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR ¢ a t g ¢ a B TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. W U U. a y v o Y < B 85 B. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND 2, ¢ 6 w AVAILABLE FOR REVIEW. .F,� a. C `w m ¢ 0 = w z8. w > o 0 w C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE m m ¢ m==m N= DISTURBANCE. L7 g LD r 0 F I- D. LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, 4 = w O w ¢ o a §� ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN � Jm m¢mq THE LIMITS OF DISTURBANCE.0 E. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEM THAT ARE NOT BEING 4 ♦ e � e t ♦ B p REMOVED DURING ALL DEMOLITION ACTIVIT �' O lam? IES. a Y F. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS P14U a o 0 RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE (i7 0, > 30 15 7.5 0 30 PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE ;" 0 w m EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE L7 � w rn is WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 1"=30' G. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON p 1. WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. H. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY," a w o w w f =zmzzz OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED, SAME SHALL BE PERFORMED IN s e o * o m ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY V' LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL v'7i ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL SOILS ASBESTOS OR OTHER / /i///. / G� \ \ 1 . %P�lA 7r 10 /S �ii+!_ 10 d� / \ \ \ ,ly'' Rl• \ / 0 �•''"�', ✓ ✓ f ��pq� 1 %R� �� �'4i+ ./ F�,�(AN,,�pIRIt / / \\ � \ atvEs�, s� .C, \\ \\ \\ Q' / � \� S Y 'an / \ \ du(cayc / /0 .•- -•' '(�. 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O&V \ \\\ lot ON'. %/ \ t `1,Y,p� \ \ - e�'"x� °`T �°\ ,gyp\ RAW'" 10 AIETAL \ .l"' /i/: // 41 \t t �E 5'M G 3.n' o \ \t ,ai o i, . y��\ / 1O tOR 5i. \ L1aY%A/NER i16RJ`� i 5 \ PP / 19i 45 t 911w" 1 \ \\ /EO rEO�y 46 \ fj8. 14.5 3.0' \ \ / \ F NPR 5D`, Of(Of E1BGI•tE N�'/ �•..: 2 t\\ \\\ CAE r� .2 \ \ \ \ 14N �1�I' .•�\ \ \\ ,�j �12 '\ \\ / \ /Ne' ' ') o /9.1 .vsn f7g41 /i'C" / \\ OG t\\ \ \\ V '� 25� / \ \\ /N/ L 0 91 t\ \\ \ BU" \0 it \\ Qy /// // ' \ \ \ A� �p \t Y i N u� \ IK \ // \ \r. / // _ .,.I) SHED (7! \ \ r\ \ / l' / 11�•� .� d' / f / )-' VAt \\ c- i \V AV '.A / / SF� / /%M/ / TEMPORARY EROSION CONTROL gPOOL A\\ _ +r / 4(645 �. A ;,SIG At t A` \ / S PROP. CONSTRUCTION FENCE \ 74 I AJ�'th14.9 \ \ \\ /J� \ \� SF \' TO BE MAINTAINED THROUGHOUT O"rrS CONSTRUCTION 9.3 fb / \�\\ / ,/ a, / / (SEE DETAIL SHEET C-9)pp "11g \ \\ \ 2 \ \\ S T /\\ \ $ 9a \ ONE IS100NO \\ n6i 2f� NONE S t f9 \ \� j11 41'� ` t TEMPORARY EROSION CONTROL /, \ PROP. SILT FENCE j89 TO BE MAINTAINED THROUGHOUT \ \ \ / \ q / \ - ! '' (1A�/N •( S CONSTRUCTION / -/ (SEE DETAIL SHEET G9) \ \ \\ / 10 i &• pyE. R:IuO .y / / S iP i/ V'" J. 0 41�' rcw � 151 14.1' �+ // N S \\ S ctOR.s�Si• / \\ N/ WF }(OR%of `` \ . � . ��' /`�`•'`; w 5 SE"" DATUM 4Sl� OT ES- i ' WP" F9.. CONTROL BENCHMARK: mum6, N0 10�,M, p1S�E ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE AffFA '` 0$ 10 VA" 51"' BENCHMARK IDENTIFIED AS "BENCHMARK /f512" LOCATED 39' WEST 0 W \ OF EAST EDGE OF SOUTHBOUND LANE 0 LORESTA DRIVE AND 62' cJ°'¢ORptL If 0\ SOUTH OF PRIMA VISTA BOULEVARD. ELEVATION: 11.359' (NAVD 1988) pSPKN'i �5" / i ON -SITE BENCH MARK TBM #1: STATION IS A NAIL AND DISK LB-7652 SET TOP OF A CURB INLET LOCATED 3.19' SOUTH AND 15.3T WEST 0 HE NORTHERNMOST t CORNER OF THE PROPERTY DESCRIBED REON. e ELEVATION: 11.38'(NAVD 1988) ON -SITE BENCH MARK TBM #2: STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER MANHOLE LOCATED 12.24' SOUTH AND 103.62' EAST OF THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 13.16' (NAVD 1988) CURVE PROPERTY CURVE TABLE LENGTH RADIUS I CHORD BEARING CHORD LENGTH CENTRAL ANGLE C-1(F)(P) 395.82, 1947.09' N62033'22"E 395.14' 11038'51" C-2(F) 38.45' 25.00' S79012'37"E 34.77' 88006'53" C-3(F) 40.02' 25.00' S10042'32"W 35.88, 91043'24" C-4(F) 50.66' 2067.09' N67040'40"W 50.66' 1024'15" C-5(F) 396.27' 2182.09' S61046'23"W 395.73' 10024'18" REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT SETTLEMENTT OR COLLAPSE OF EXISTING STRUCTURES AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION 5. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES, ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES 7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS -OF -WAY. 8. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 9. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL STATE, AND/OR LOCAL STANDARDS AFTER THE DEMOLITION IS COMPLETE ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 12/01/15 PER COUNTY COMMENTS CMM 11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION NOT APPROVED FOR IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANYTIME. 12, THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE CONSTRUCTION TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL PROJECT No.: FLB150016 REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY DRAWN BY: LDT PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. CHECKED BY: GB DATE: 03/23/16 13, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE, ALL DEMOLITION WASTES AND DEBRIS (SOLID SCALE: AS NOTED WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL VILLAGE, COUNTY, STATE, AND FEDERAL CAD I.D.: DP3 LAWS AND APPLICABLE CODES. 14. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 15. ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE i WITH STATE AND LOCAL REGULATIONS. LEGEND; i 47-1..) EXIST, UTILITY POLE TO BE REMOVED EXIST. UTILITY POLE TO REMAIN --A`/----LW--- EXIST. OVERHEAD LINE TO BE REMOVED --w----W---- EXIST. WATER MAIN TO REMAIN FLORIDA `-1 _ay -Ay- EXIST. OVERHEAD LINE TO REMAIN o E R EXIST. CLEAN OUT TO BE REMOVED ? CI ENGINEERING X -- X --- EXIST. FENCE TO BE REMOVED 2255 GLADES ROAD, SUITE 305E \\ BOCA RATON, FLORIDA 33431 \\ 0 \ ))) EXIST. FENCE TO REMAIN Phone: (561) 571-0280 Fax: (561) 57 H. No. 3 FLORIDA BUSINESSC(561) 571-230780 EXIST. BUILDINGS TO BE REMOVED LANDSCPPEARCNITECT BUSINESBL C. NO LC26MO551 \\\ N �\ \ EXIST. STORM STRUCTURE TO BE REMOVED (TBR) TO BE REMOVED EXIST. LP TO BE REMOVED EXIST. BACKFLOW PREVENTER DEVICE TO BE REMOVED ASPHALT TO BE REMOVED 'A a • . EXIST. CONCRETE SIDEWALK TO BE REMOVED 0 6➢ PROP, CONSTRUCTION FENCE -SF SF- PROP. SILT FENCE PROP. SOIL TRACKING PREVENTION MAT PROP. INLET PROTECTION ■ H:\20I5\FlB15WI�PMM NnA @ rU0MSV,\MWMI0\PVN SEtS\itB15001mP1DWC RN]D) BY. CWW M 1,17.17 0 5.18 PM UST !Aa F, MOMIS ZONING: PNRD / FUTURE LAND USE: RU i \ \ \ \ ZONING: RS-0 FUTURE LAND USE: RU \ \ ASYL80 ZONING: RS-0 FUTURE LAND USE: RU SXc w1 POLE IN \ / PROP CURB RAMP WI DETECTABLE \y6 WARNING SURFACE (24" THERMOPLASTIC) SHALL BE COMPLIANT W/ FOOT DESIGN KUL4l3Y CR-C INDEX 304 (LATEST EDITION) '! PROPT 14'BUS \ ZONING: RS4 USE: R SHELTER EASEMENT \ FUTURE LAND USE: RU / .•''r PROP 6° SOLID PROP 2x8" SOLID WHITE STRIPING ZONING: RS-0 YELLOW STRIPING (THERMOPLASTIC) FUTURE LAND USE: RU - (THERMOPLASTIC). START PROP TAPER „✓ LIMIT OF PROP ! CURB/SIDEWALK / t ' AIR �% PRO .✓$�� y6 LIMIT OF PROPS UM D / / (BY OTH S) FOR \ \ \ �7 CUR81 SIDEWALK / m fX. TRbPa 1GA14L lm S 30 15 7.5 30 �Fc�FT RL 9AO�P� V= 30' / O F ZONING: PNRD FUTURE LAND USE: RU 9 O F 1O .O 0, 11 �� &0 s G iFWIDE / �•' PER ''! % / "1ti - AA \ ROCK BED ° •6 LL, �� ,.2 000 GAL !r ia� L AND (1) 20,000 COMPARTMENTALIZED ;' '' i _ _,DLO ` / _ ,•„` '� fir- UNDERGROUND ,�(� 1 • �-t- ,, STORAGE TANK S �• 3 )'\\ S /,. PROP 6" SOLID / 1D / `x< ,n � J WHITE STRIPING �,,4 co // / 95 �, f �. ,`, ..' f,,,•- (THERMOPLASTIC).r / ..-.....,,. .� ° __ = PROP PROP 6" SOLID '� % LIMIT OF PROP "1x` OVF j / �(�t\ �% '\ ! PEDESTRIAN \ _ • ` ° VENT \ACK YELLOW STRIPING PROP 12" WHITE CURB/SIDEWALK SOPpSi �' \\ \ \ \ CROSSING s\ E-STOF\\ �d9 (THERMOPLASTIC) ;,. CROSSWALK PER PROP STAMPED' FDOT INDEX 17346 ° 15/ �< / CON;,'RETL (lYP) ''•` ` / ! h 1 �O / -(THERMOPLASTIC)Y / '` \ \Os PROP 6" SOLID / " ` C71AB / WHITE STRIPING PKOP MOUIFIE[ () � / < r <�, e Y ✓ \ T°> > \m r THERMOPLASTIC� ; • > Jr / ROP 24" WHIT / / \ `\ PROP GENERATOR / .. /-.CANOPY CE CA ?6p 1 \ , . ' i , �LEARANGE = 14' / \ `IDOK UP LOCATION \:-� .::: ' - / ' \ \ (SEE ARCH PLANS \ STOP BA / \\C i• \ 8 PROP OU 3OOR - `�.� / ":. \ i . e'o, • ' SEATING YP). - ...., < FOR DETAILS) M / / .Y :. PROP PLAY' FOR;TAMPED \ i/ � N / SEE ARCI IITECTURr+L LIMIT OF PROP . � � /-STOP SIGN PATTER 1 DETAILS ,,..-•'CURB/SIDEWALK -°, �/ 1O ''4 ` i'C .. ate„ \ _-: PROP GAS PUMP AND CANOPY (SEE ARCH R ,.,y D„Cur'_ ,-.� -\i % <\ PLANS FOR DEIA.. LS) ,A`JTER TYaI � j .; r-PROP WAWA TYPE PO' _ TRAi'FrqL; EF D ,�\ \ E-:1°CUR (TY / " I I a'NErAND „� FOPi9GDFIED �a„ PROP CURB RAMP WI DETECTABLE WARNING SURFACE (24" THERMOPLASTIC) �__„, B 1 CJ\ SHALLSE COMPLIANT W/FDOT DESIGN - • FLUSH SIDE\ I L iTYP �. /%, _- - - , [ , .i,. / ? ALONG BUILDIN(r. SIDES) CR-G INDEX 304(LATEST EDITION) \ \ ��/ _ /../ a. / - ,� 1 _� �• �,. r.. 6 PROPS 2 BIKES E RACKS , / PROP 2x6 -� - � SOLID YELLOW � �� �, � � '-- �\- i (HOLDS 2BIKES EACAto •°°; - ,%PROP 25 LI -PROP MCI' - \ ` EXCLUSIVE LEFT �6_.� V ` ' TYPE B U j / m , y SOLID STIR STRIPING � � `• CURB < GTR 9� W 1 - AGPj/ � �* �,' TURN LANE /'� / bV A P� ��J, SatJP /,<c� aca '�- ZONING: RS4 q` \ FUTURE LAND USE: RU LOT 13 RLOck 38 s \ kX fDC£ Cf • ° ' < � � Ea 7Pm�c s LEGEND: PROV^510P AND RIGHT TURN ONLY SIGN PROP 24" WHITE STOP BAR oN \ LENGTH =100' �% \ -a''/ PRC- BOLLARL --- " • I FaS� . AQ' 2 < / - - ••_ Z �, DETENTION AREAPROP ITYP o. s U4 Lg6ONFS"I , .! 'F-Y CURB Tl o �` 50RPo ELD \ \i \.PNOS� % ,`.,,.,<� /��/ ° ' /' ZONING: RS-0 ' - 1% �� Nv FR P MODIFIED ` '� ��2 'F �f� FUTURE LAND USE: R f Pj4 � A � � -Y. E"B-1 CURB ;. ', ' -.� • i S U PROP STOP AND PEDESTRIAN DO NOT ENTER ' LOT r % PROP BOLLARDS - / / / �i CROSSING SIGN SIGN BLOC%t 46 ZONING: RS-0 \ �� DUMPSTER (TYP) FUTURE LAND USE: RU \ \` ENC6®USURE PROP LOADING "i--PROP 4'HIe PROP 6'HIGH MASONRYGH \ / \�i.X •• • \ / G5', • (SEE SHEET D 2 FOR DETAIL) \ ZONE / FENCE ENCLOSURE / \ / �-•'" �v ! - / / jFOR IRRIGATION WELL g,2 `�WHIT 1T SOLID � / / LOT 45 - �� 18 WHITE 6TRIPING� v RLOCK 45 / �� �q /�/ ZONING: RS-0 �< 1 FUTURE LAND USE: RU LOT 44 \ - t - --- \ \ 8ZOCK 45 \ \ Bt \ % OWNER.RILL RSLEY aNe s1°fie / / / / .� �� -a0 E%AL E ":._ v B �, r 7 �� / / 1 m -✓'/� / ZONING: RS-4 v \ alb tOHi \ GIvRLILIyNO #15114a zs y AL i \�� 7"u✓Ifif, i 1 ------ l 6HIGH MASONRY WALL SHEET D-2 FOR DETAIL) \ FUTURE LAND USE: RU RS-0 SITE DATA: SITE LOCATION: SW CORNER OF NE PRIMA VISTA BLVD. & SE FLORESTA DR. PORT ST. LUCIE, FL 34983 PARCEL ID NO.'S: 3419-540-0055-000-4 3419-540-0056-000-1 3419-540-0057-000-8 3419-540-0058-000-5 3419-540-0059-000-2 3419-540-0104-000-3 3419-540-0103-000-6 3419-540-0102-000-9 3419-540-0101-000-2 3419-540-0100-000-5 PROPOSED USE: CONVENIENCE STORE W/ GAS SALES, 6 PUMPS (12 FUELING POSITIONS) BUILDING SETBACKS REQUIRED PROVIDED NORTH (ALONG NE PRIMA VISTA BLVD) 25' 10off EAST (ALONG BE FLORESTA DR) 20' 193.8' SOUTH (ALONG SE CELESTIAL CT) 20' 40.5' WEST 10, 131.8' CANOPY SETBACKS NORTH (ALONG NE PRIMA VISTA BLVD) 25' 75.7' EAST (ALONG BE FLORESTA OR) 20' 74.4' SOUTH (ALONG BE CELESTIAL CT) 20' 61.0' WEST 10, 263.0' AREA CALCULATIONS TOTAL SITE AREA 98,967 SF (2.27 AC) TOTAL IMPERVIOUS AREA 63,569 SF (1.46 AC) - 64,23% BUILDING AREA 5,911 SF (0.14 AC) - 5.97% CANOPY AREA 5,280 SF (0.12 AC) - 5.34% PAVEMENT/SIDEWALK AREA 52.378 SF(1.20 AC) -52.92% TOTAL PERVIOUS AREA 35,399 SF (0.81 AC) - 35.77% LANDSCAPING AREA 28,639 SF (0.66 AC) - 28.94% DRY RETENTION AREA 6,760 SF (0. 16 AC) - 6.83% OVERLAY DISTRICT: RIVER PARK COMMUNITY OVERLAY ZONE (ZONE B) EXISTING ZONING: PNRD AND RS-4 PROPOSED ZONING; PNRD (PLANNED NON-RESIDENTIAL) FUTURE LAND USE: RU (RESIDENTIAL URBAN) FEMA FLOOD ZONE: THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER 120285, PANEL NUMBER 0280, SUFFIX J, MAP NUMBER 12111 00280J, EFFECTIVE FEBRUARY 16, 2012, FOR ST, LUCIE COUNTY, FLORIDA. ALLOWABLE PROPOSED BUILDING HEIGHT: 25' 23-10' (TOP OF PARAPET) 30'- 0 (MEAN OF ROOF) 33'- 4" (TOP OF TOWER) CANOPY HEIGHT: 25' 25' LANDSCAPE BUFFERS: REQUIRED PROVIDED NORTH 15, 150 -44.7' EAST - 15, 20 5' - 48.1' SOUTH 15, 15 0 - 17.2' WEST 10, 136 -31.6' PARKING REQUIREMENTS: CONVENIENCE STORE (5,911 SF) WITH GAS SALES: 6.38 SPACES / 1000 S.F. = 50 SPACES TOTAL REQUIRED: 50 SPACES TOTAL PROVIDED PARKING SPACES: 50 SPACES HANDICAP PARKING STALL: 3 (20'X1 Z) -- PROPERTY LINE STANDARD PARKING STALL: 46 (20'X10% 18'X101) SPECIALTY PARKING STALL: 1 (20'1 FUEL POSITION'SPACES: 12 PROP. ASPHALT PAVEMENT SITE NOTES: PROP. BUILDING AND GAS CANOPY 1. ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. BIC PROP. HEAVY DUTY CONCRETE PAVEMENT INDICATES DIMENSION IS TO BACK OF CURB. " PROP. STANDARD CONCRETE PAVEMENT 2 ALL RADII DIMENSIONS ARE T TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL EXISTING CONCRETE SIDEWALK ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," LATEST EDITION; AND ST. LUCIE COUNTY LAND DEVELOPMENT CODE. Em PROP GRAVEL 4. FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. MILL AND OVERLAY 5. PROPOSED DUMPSTER ENCLOSURE WILL HAVE A COMPATIBLE FINISH AND COLOR WITH THE RESPECTIVE STRUCTURE. APROP. PARKING SPACE COUNT 6. ALL IMPACTED RIGHT-OF-WAY AREAS SHALL BE SODDED. PROP. GAS PUMPS 7. ALL ROOF MOUNTED EQUIPMENT SHALL BE SCREENED VIA PARAPET WALLS SO AS NOT TO BE VISIBLE FROM GROUND LEVEL. PROP, SIGN 8. THERE SHALL BE NO OUTSIDE STORAGE OF MATERIAL OR EQUIPMENT WITH THE PROP. VENT STACK EXCEPTION OF DINING APPARATUS -TABLES, CHAIRS, UMBRELLA AND BENCHES. 9. THE AMOUNT OF EXTERIOR LIGHTING SHALL BE REDUCED TO 0.00 FOOTCANDLE ® PROP. AIR MACHINE READINGS AT THE PROPERTY LINE, PROP. UNDERGROUND STORAGE TANKS 10. THE PROPOSED CONVENIENCE STORE WITH GAS SALES IS A 24 HOUR OPERATION, 11. PLEASE SEE C-5 UTILITY PLAN FOR PROPOSED UTILITIES WHICH ARE NOT SHOWN ON PROP. LIGHT POLE THIS SHEET FOR CLARITY. 12. ALL STRIPING WITHIN PUBLIC RIGHT OF WAY SHALL BE THERMOPLASTIC PER FDOT INDEX T PROP. TRANSFORMER PAD 17346. ADA ACCESSIBILITY NOTES: 1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3. SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4 IN THE CASE THAT A NEW SIDEWALK WILL BE CONSRC T 11TED IN THE ROW OF A SITE THE RUNNING CURVE PROPERTY CURVE TABLE LENGTH RADIUS CHORD BEARING CHORD LENGTH CENTRAL ANGLE C-1(F)(P) 395.82' 1947.09' N620'22'E 395.14' 11038'51" C-2(F) 38.45' 25.00' S7901 '37"E 34.77' 88006'53" C-3(F) 40.02' 25.00' S10°4 '32"W N67°4 40"W S6104 23"W 35.88' 9104324" C-4(F) 50.66' 2067.09' 50.66' 1024'15" 396.27' 2182.09' 395.73' 10024'18" SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTOR'S COST. Ua z¢ w h1 F rWn c7 z o " �1 >KU Lj UO zz sIPPA ff$ 4 w cam W0. OZ(W)Q�QOX 0 z 0 Z U C U Q N au'p0, o00000a a � CO E" w ❑ ;4Wa U dmZgUw❑a< z Pam Z0 e � I- 0 z O H 5 B1 min qF� o0000o a 44 Y Ph U p o ❑ W x H CZ7 wza�Zy � C7 6`nx1 U, (D z Ci ¢ ILL! 8 ff p v7 r- ZZ W.a awowruw� Ca mz m z z zCC ' z� am € REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 1 12/01/16 PER COUNTY COMMENTS CMM KNOW WHAT'S BELOW i ALWAYS CALL 811 ,.f • BEFORE YOU DIG x It's fast. Its free, Its the law, www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: FLB150016 DRAWN BY: LOT CHECKED BY: GB DATE: 03/23/16 SCALE: AS NOTED CAD I.D.: SP3 PROJECT:CONSTRUCTION SITE PLANS BJLOIG TW®JLOK JL EAL ESTATE (LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571.0280 Fax: (561)571.0281 FLORIDA BUSINESS CERT. OF AUTH No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LCH000551 7dP e No 74 4 at OF "I , NAi-e\',11 `�a -1 SHEET TITLE: FINAL PNRD SITE PLAN SHEET NUMBER: C-4 R\2015\1181500HII Y1GfA A FLMYA\gNl'ANGS\" MS\FlB15001174DWG %tlNTEO BY. CMC"US 1.17.17 0 5:18 PM USf S li W. CNCWNUs \ , X IRAAFIL' P(XE SFOLE Oy{ 194r7r LMYnS . avow a.; m . Ern: 0.82' \ ? "d V/r rr Sawr r \ nalttx t ans \ 'r M19E 6w CNE7d'fF.At7 w aw Po \ \ amamMYET ON °��- r'i rr 6 �.,pA. \ V 7hT EZ: 1A51' BOnZW EL: a75' 'Tam Awac 6 raa tz,: rasa' ea mat SlWM .f$4A4MHE lA177CW tZ.: 35T' 7fA° EL: 1 t, ( OF w`a7FNl S/m PG \ EN.6'T 2" Sm r va WA maAFK' ow av odlO\ vExxEao fRE m / r ": I/�fXl5T 2" STE£L /+ rr PROP 6" x6 TAPPING, /r 6n �d a fi SADDLE AND VALVE xt+7Eei smw y y£ /r- ,¢j /r (CONTRACTOR TO LINE mp EL: ,L81' TtaeE / .. r // UNDERSIZED CUTTER FOR' T EZ: 7L38' ! SW- 454: EG: 10W' r,.rri / / SIZE ON SIZE FM TAP) T EL: 70.37' AIX 4W ¢•' ?.8 • W r r ` PROP CUT -IN VALVE r PP OW. rr r /aT s' a / \ / _// 1 V 1 r'i PROP. 90 'BEND / ... / ✓ N EX 299 UP. OF GRAVITY SEWER MAIN TO BE LINED ,,\'fr•�\ WITH CURED -IN -PLACE /0. {M'') ;' .✓r„/,,. \/ LINING //` ,.•'�% plT \ ' . PROP 10' WIDE ON �,,.�-•""" ° -' "! ,j"" WM AO r'' \\\ UTILITY EASEMENT a•, / \ ✓ W'.. i s f 1 ' R!' iow s ' ./' ,r' .� FCP "\ i•. 1\0 lop `:kf m w-,lillir E / \ \ 30 15 7.5 0 30 \ 1"= 30' LOT 11 \\ BLOCK 38 \ - - - EXIST STORM WATER LINE S S PROP SANITARY LINE // _W_W­ PROP WATER LINE E E PROP ELECTRIC LINE \ FP �� LOT 12 WATER DISTRIBUTION NOTES: BLOCK 3B 1. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS _ >\ YC r , OF AASHTO M - 294 LATEST REVISIONS, ALL PIPING TO BE NON -PERFORATED TUBING. D cy_ / 2. CONTRACTOR TO RECONNECT ALL EXISTING SERVICES TO PROP. 6" DIP WATER MAIN. SANITARY SEWER NOTES: OKI 1. GENERAL: ON -'" ./ (yU0 �0 R\ /S r / o PP 4w. a•• \`R_ / A. DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO �..". r J -` S('�; ... o / / ,•�. \ THE CENTER OF STRUCTURES. \r\' F \ ,,/ / ✓ / Px'- M!"fZ!',igY Y _` _ / • r GI G��P\N / / r' ,..'' ^5"�' \ B. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY 6.%- ./` �,✓ p�opOR/ r r^ I , �- \ \ SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM ,�, '" ✓ %- - A� / "" j "'r '� ' \ ', / RUN OF PIPE. ADDITIONALLY PRIOR T COMPLETION OF CONSTRUCTION CONTRACTOR SHALL r � LOT 13 Q KNOW WHATS BELOW y'ON ��c•''"'W' ' '' :.:- '^ `•� CONTRACTOR TO CONFIR -''^S ,,/ , .., ' 6 QJ(7 / i� r r� o ,q �� � • # ` �� ,o , TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS ,s ,--"'" '` -- ! "'`d8" •^•'"^ CONNECT@ INV:8.00 BLOCK 38 WITHIN LINE. ALWAYS CALL 811 /' �„/ �0� / ••' \�� Ex t C IF THE PAVEMENT NEEDS TO BE RESTORED FOR UTILITY CONECTIONS, THE PAVEMENT SHALL • BEFORE YOU DIG !N (1p BE RESTORED AS PER THE COUNTY'S PAVEMENT RESTORATION DETAIL AND THE PAVEMENT OF CLEANOUT p pAa/ / ,Tat � � �: A PAVEMP/T �i ••'' J, INN=8.00 (PSLUSD POIS _ tX 57RIPh Y,' SPLICE DETAIL. Its fast. It's free. Its the law. r - s r �-' �,., �-'",' ,•,.,. ,,,/ S .-� 2. MATERIALS: PROP10'WIDE q / ^' r,; ��. \ www.callsunshine.com TYPE }' UTILITY E`ASEMENT FM / ,. r"'- '\ \ \ - \ Nv EL: 40, A, ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON -PRESSURE POLYVINYL CHLORIDE PVC �S "� a / _ _ / �,.fySYf r•o \\ : z PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH -ON RUBBER GASKET JOINTS. S S , Q""" �\ NOT APPROVED FOR 7/ EL 7a4O °'•r•• /'' - / .^r ROP GENERATOR ;:, , : \O B. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE lNt!EL.S 5 pCN o r, w, ` - \ MANUFACTURER OR APPROVED EQUAL CONSTRUCTION HOOK-UP LOCATION- �� ' "��• ' rr,. - '� '" i -'. ' .. tvm �\ •`-. ' r C. ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H2O LOADING. tr,�x m Or) \\PROJECT s \ ,...�-5 . , , . " - \ \+ e' \ DRAWN BY:o.: FLB150 LOT s� - /-•-'�` :: !',-.. E . , s ••"\ ` ",*,; 3. INSTALLATION, Err!' f BLOCK 3B A. PIPE AND FITTINGS, � � CHECKED GB. / .. •" / i W , LOT 14 DATE' 03/23/16 r .N SCALE NOTED """•' S '' M ^" .^"r - •.a '. A' �� U< - 1) SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI-BELL CAD 1. D.: UP3 PROP C.O: 1 "\ PLASTICS PIPE ASSOCIATION'S "RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC S r.�''..,- y..1 • i. , ..+,, rry - ��\ \ \ "�'yn SEWER PIPE". - PROJECT: SITE ^,IAY r. x5, , . . p" r ✓.�' �.\ ��� .�, '% 2) BEDDING AND INITIAL BACKFILL (12 INCHES) OVER SEWER MAINS AND SERVICES SHALL BE ,., r r + •,f SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4" WASHED ROCK WILL / N t y a r r r r 'CONSTRUCTION ..' LOT 6 m k E E ,. -. PROP 1250 GAL r"' �\_ \ -- BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT ` r BLOCK 4S E E s GREASE TRAP ✓ r r'^ t' \ ;z `- \ HAVE ROCK LARGER THAN 6" IN DIAMETER. ¶�jP A� �}�,TS m� \ WW-10 PLANS o / PROP C.O. 7 4 rr.r'' fr`' 6'A t •'./� .p� B. CLEANOUTS: FOR PROP \ r' ; ''r ROP. 6" PVC C 90090 \ �9H� 1) CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROP C,0. 8 //Q�� F \ r 115 Q "'. r,- tie,az BEND. CONNECT TO " y �� �� PROVIDING UNIFORM BEARING UNDER THE BASE. BRI�yJL J1T\y \y ®JL�J[y 'v ? .j. \ .� N .� ..�.; /per 9 P\) \°. "" \. r pF� /� EX. 6" DIP WATER MAIN. \1 ' r o^ \ PROP C0: 3 .0 - ..5� y T -1� �5' S0\J a"� es" i r _ 2) ALL OPENINGS AND JOINTS SHALL BE SEALED WATER -TIGHT. j1�11G` A 1f 1G`�'If9 A 'If°lC�q i\ \ $ ,„ 'o- \ \' 1 GjF \N. /% PROP BACTERIOLOGICAL y (C\ �� REALESTATE JL A JL E N•� _,. • F$ O s' r`; . V / ^/� rr SAMPLE POINT ` 0 �' J-Y'" PROP C.O.-4 _ a �� / r �� A T� wM C. SERVICE / • g,a, } , q6.6' N c .: F t ) �,• , : r% /i r REMOVE EXISTING 6" PLUG::,Nr„ \ #2 . 14.2 . ° ' PROP C.O: 9 '�1 r' S1 AND INSTALL PROP. FIRE �\ .O %` 1) MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. d 1 •- - . + M9Ff. a'4 .:' 2 ,•,. ° �� HYDRANT ASSEMBLY. \ '� �/ LOCATION OF .SITE 50.1 PROP C.O: 5 ':':�. ^" ,yu'` r� PROP. GRADE = 12.05' �¢ O,p �.� ��0� 2) EACH SERVICE CONNECTION SHALL BE PLUGGED WATER -TIGHT WITH AN APPROVED PLUG. NE PRIMA VISTA BLVD & SE � PROP. FLANGE GRADE = 12,30' K(\ fit: 510 w ..1,4A ` 'g " 3 -� - r• ,'W�' i ,,:" ya cSJ, GL G•"-a 3) CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE FLORESTA DR ARCHITECTURAL DRAWINGS. a!j4' d 3 / 9i��i .•; ? ST. LUCIE COUNTY 6" PN 9 PROP T PVC SAN. SEWER g\. . ,. :• >rx 5.'ir_ .' \ -SLOPE (MIN.) ,� ,� " _ / \ O i`l 4. TESTING: FLORIDA A. AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL �7. \ 7""•.• , i \ PROP. 1 1/2" WATER METER, " y . - / CONTRACTOR TO RECONNECT LOT 1 \9'G \ 't tl-9 / � .. � .a \ � O INFILTRATION AND/OR FXFII TRATIfIAI TFRT Tll RP CFRF(1RAAF11 !1N TNF PNTIAF 4VSTFAA (1R U � � iF„ z o xz Z>z W�0 z UO ¢> K ffi WF mz QomQ¢<0® w � a'I z< UZ, aaac� x,5 >, S� A=H m-w. > � � a�Nx wz �6W w�ug0 ow m0 = H Q 5 0 xw ¢o � a�wov�r�mm :J °aa r U W p ¢ n3 w GZ,nj Q Qw000' a w O w p] Dzmzzz'S mQ G$ QF � AGE r"' •r"'\ n "'" ` �?' v" PROP C.O, 6--�' ALL EX SERVICES TO PROP. 5" BLOCK 46 ' -%rJ° ANY PART THEREOF. PVC C-900 WATER MAIN (TYP.) �,/ 'IW' B. AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF fPICN' K 1:� -� / •9 \ `k: °. ! r OP 4'/"- i PROP U HIGH MASONRY WALL \ \'- '8` THE ENGINEER. FENCE ENCLOSURE S (SEE SHEET D-2 FOR DETAIL) A - T r / FOR IRRIGATION WELL / fi C. SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH JA DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE �f 9.2 \ , / $ V LOT 45 s'',.=� r'� PROR�RRIGAMTION WELL \ BLOCK 45 5 CW'" LEAKAGE SHALL BE ALLOWED "�--------�•se o r PROP. 10'x 10' pp , p� \,-IN� D. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE / b \ 1�• # /.- UTILITY EASEMENT .PROP 2" ®ACKFLOW PREVENTER \ ' .. CERTIFICATION TO ANY AGENCY, \ \ \ RICI(LOT 445 \ � \ ,.✓' itl•" / � 1y{.' hut,. Z" INPYING SLttVt� OWNER. BR. FA ILL SLEY 9 51�"mi N �. AID -AND VALVE (W-02) \ INSPECTION OF THE BEDDING AND BACKFILL OPERATION. COMPACTION TESTS SHALL BE \ \ ONE \ i , ';./ (60 r,%� , "� TAKEN AT THE BOTTOM OF TRENCH AND AT EACH LIFT OF BACKFILL. 80 ETAL \\ \ .g0' F �D" 1a• PROP P. LF 2 PE f �S " \ F. GENERAL CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR AS -BUILT TOP OF PIPE 1° \ .•+ 60 Ej,e'• p5W / WATER SERVICE \ \\\ o µAGE \ -, Q p / \ � � // / i \ � ,� \ ELEVATIONS TAKEN WHEN BEDDING OPERATION IS 75 /o COMPLETE THESE ELEVATIONS \ z51' 1 a1 ///5 \ \ \ SHALL BE TAKEN AT POINTS OF CONNECTION, CHANGES IN DIRECTION AND AT MINIMUM 20' ., �- ", / ' \ INTERVALS ALONG THE LENGTH OF THE PIPE. THESE ELEVATIONS SHALL BE RECORDED AS PI/) \\'' 01j4'1 /� / 5/S / \\ LOT 33 \ F AS -BUILT DIMENSIONS ON SITE PLAN REVIEW BY PROJECT ENGINEER. Y•' }.2 \� 4t \ BLOCK 46 N 6 •^ G. ALL SANITARY LINES ARE TO BE FLUSHED PRIOR TO CONTRACTOR TURNOVER OF THE LOT 43 G FACILITY. \ • 9? s{ `- PROP U HIGH MA NRY WALL . PROP 405 LF 6" PVC S BLOCK 45 ' \ \ (SEE SHEET D-2 FOR D>AI ).-•'W 00 WATER MAIN / \ � � w \ DATUM � � 7 NOTES: OWNER. SALLY C. \ f\ t3 \ lJ/A71� I N®�JLeA�. ANDERSON, 5AL CONTROLBENCHMARK: AWAF CONTRACTOR TO GROUT \ \ ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE BENCHMARK IDENTIFIED AS "BENCHMARK #512" MFAW) '� y " W - PROP ASSEMBLINE LLY--'`� S� ' / AND ABANDON IN PLACE ����I JL II CROSSING SCHEDULE: LOCATED 39' WEST OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND 62' SOUTH OF PRIMA VISTA v W .- EX. 6" AC WATER MAIN SANITARY C L]EAN%C)U ° SCHEDULE. BOULEVARD. .! �W �. / �S PROP. BACTERIOLOGICAL .. �' SAMPLE POINT X-ING 1 X-ING 2 X-ING 3 ELEVATION: 11.359' (NAND 1988) TOP UTILITY: 6" SANITARY TOP UTILITY: 6" SANITARY TOP UTILITY: 6" SANITARY W./' C.0.1 C.0.2 C.0.3 C.0.4 SANITARY B/P ELEV = 11,10 SANITARY B/P ELEV = 11.10 SANITARY B/P ELEV = 11.10 ON -SITE BENCH MARK TBM #1: .-' STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB INLET LOCATED 3.19' SOUTH AND 15.37' WEST OF THE ""--- // 5 RIM ELEV = RIM ELEV = RIM ELEV = RIM ELEV = BOTTOM UTILITY: 12" STORM BOTTOM UTILITY: 12" STORM BOTTOM UTILITY: 12" STORM AT GRADE AT GRADE AT GRADE AT GRADE STORM TIP ELR.V = 9.40 STORM TIP ELEV = 9.60 STORM TIP ELEV = 9.75 NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON. S I.E. = 9.00 I.E. = 10.00 I.E. =10.30 I.E. =10.60 ELEVATION: 11.38' (NAVD 1988) / / CONTRACTOR SHALL FOLLOW THE LATEST EDITION OF THE GUIDELINES AND PROCEDU ES X-ING 4 X-ING 5 X-I NGS MARKED WITH O ON -SITE BENCH MARK TBM #2: S--''- OUTLINED BY THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT MANUAL, A FORCE MAIN TOP UTILITY: 6" FORCE MAIN MAINTAIN A MINIMUM OF 1 STATION IS DESCRIBED AS THE NORTH RIM CJF,A SANITARY SEWER MANHOLE LOCATED 42.17' SOUTH AND 29.44' EAST / HAVE THIS MANUAL ON -SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERE PART C.0.5 C.O.6 C.0.7 (2-WAY C.O.) C.O. (2-WAY GOJ C.0.9 (2-WAY C.O.) TOP UTILITY: 6" 2" OF THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON. OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, RIM ELEV = RIM ELEV = RIM ELEV = AT GRADE RIM ELEV = AT GRADE RIM ELEV = AT GRADE FM B/P ELEV = 9:75 FM B/P ELEV = 9.80 OF VERTICAL CLEARANCE INSTALLATION METHODS, INSPECTION NOTIFICATION AND AS-BUILT/PROJECT CLOSEOU AT GRADE BOTTOM UTILITY: 6" SANITARY BOTTOM UTILITY: 15" STORM BETWEEN UTILITIES AT GRADE I.E. = 1 t.25 I.E. = 11.25 I.E. = 11.25 ELEVATION: 13.16' (NAVD 1988) REQUIREMENTS. I.E. = 10.70 LE. = 10.75 SANITARY TIP ELEV = 8.75 STORM T/P ELEV = 6.50 REVISIONS REV DATE COMMENT BY t O5/27/20t6 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 12/01/16 PER COUNTY COMMENTS CMM SHEET UTILITY PLAN SHEET NUMBER: C-5 H:\2015VU15DOIG�M NSTA @ nORESTA\WA NM\PLW 4 \UIW16UP4.DWG PPoN W. Up US LIT17 B 5:4 %1 I S M Bf: CNC M I 1a 16Z \a \,"p6 PP SAWCUT & MATC 61 a \\ t > SAWCUT & MATC EXIST EXIST -SLOPE WITHIN THESE 2 SPACES SHALL NOT EXCEED 2°% IN ANY DIRECTION BC 1 187 Oy 3a Av' ••((lV� ,IpOTM 1A VA J 2.50 t2. ,� 1' ;b gl j00 RI# 11a81 NM1' \$` i4 5°k MAX. +/ / 11255 b� . • 1 ( SPA 'S°:.'Fp" . ^` 11 ] 1300 \ 1285 • \ v 6 .S k vG1 a.55 2 70 13 ; 1 \M1`� }V1`� CURB VA \M1�5 -, ,g +\M1111' WARNING SURFACE (12' \� \ti' ,glj,: °,M1� 13 55 TC 13 35 13.60 >y THERMOPLASTIC) SHALL BE COMPLIANT wl FDOT DESIGN TC 14.35 1 C 13 45 M1• \tib ;M1� STANDARD6INDEX# 304 AND - i/"BC 13.85 2� 17346 (LATEST EDITION) - TC 1 1• 11` 'F� \ 4" r/ ` `' +, TC 14 bs is 3u 1330 `. f 'BC1 �VA94 M11A ;A BC'.115 19.36 132 1 20 '�. � �AWCUT & MATC 12.16 ME / `` '� 4 00 13 50 a ,� •, �M1• 13 80 ME EXIST - �• E11.81 41303 V 1 6a / t12.19 / BC 1a10 �K t 12.42 4• 4� 12.28 TC 14.25 ME 1 A 10 14 00 `, •14 10 ;• E BC 13.75 C1410 \ ti Vgh pA t12,00 y ±12.4447 . BC13601405 \ tti �C 13.75 3 40 / r14.25 , 14.92 .. 14 50 � -. \ , C t3.42 s� 14V> ` 0 .. TC 14.22 127430. 425 12.55 BC 13.72 ;�\• ;:'' ME TC 13 93 1435;-1:10 0. � ,r 13 \%°� sM1 �, . 1 TC 13.68 3. 4 CURB RAMP wl DETECTABLE BC 13.43 w 14.00 WARNING SURFACE (12' + THERMOPLASTIC) SHALL BE TC 14.6 +b< 13 33 a? "� COMPLIANT w! FOOT DESIGN\\ BC14.10 , . j420 ✓14.50 + ` ' 14.50 14 30 13 10 STANDARDS INDEXA, 0 AND ° VAA 13.30 17346 (LATEST EDITION) CR-G ( TC 1180 ,-' 6• o . BC 13 78 14 ``A `\ �7300 O• .` 2 i j F � 14 50 i 4.20 \1op \ TC 13.60 %` 5 14.50 14.50 �tZ �PIAT) '8'� 13. \\ § \1 \y°F' ® 385 BC 14.9 v v' v5j vgDS F 1350 LOT 45 BLOCK 45 p 1 1 i LOCK 4J \ \ xAk .•1 \ + OWNER' BILL R. EASLEY \ \ \3�1 a \ . �, 1310 p + (�+ \M1y1 ( + j13 \ \je� ETAL kM16 4 %% EF��O \ 6 LOT 43 v� . d� ,. PR P HIGH MASONRY' ALL • 1- 0 6' G 5 5\ Y` BLOCK 45ti OWNER.• SALLY C. \ + 1 \ \a\ ,1Y \ \ \100 (SEE SHEET D-2`AOR DETAIL) ANO£RSON, ETAL \ 1 +r 3 0 � i 1 +�M1 o tiv 0 \M1. 0 \M1 r1 \M1' \1ti .}- r CONTROL BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE BENCHMARK IDENTIFIED AS "BENCHMARK #512" LOCATED 39' WEST OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND 62 SOUTH OF PRIMA VISTA BOULEVARD. ELEVATION: 11.359' (NAVD 1988) ON -SITE BENCH MARK TBM #1: STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB INLET LOCATED 3.19' SOUTH AND 15.37' WEST OF THE NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 11.38' (NAVD 1988) ON -SITE BENCH MARK TBM #2: STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER MANHOLE LOCATED 42.17' SOUTH AND 29.44' EAST OF THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 13.16'(NAVD 1988) \ /+.A GENERAL NOT ES: 1. CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES, 3. COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS, 4. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS". 5. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY WILL NEED TO BE SODDED. 6. ANY SIDEWALK THAT IS DAMAGED OR BROKEN DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. 7. ALL CONSTRUCTION AND RESTORATION WORK WITHIN ST. LUCIE COUNTY RIGHT WAY SHALL COMPLY WITH THE LATEST EDITION OF FOOT DESIGN STANDARDS AND THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONS TRUCTION, 8. ANY DAMAGE TO ST. LUCIE COUNTY -TRAFFIC ITS FACILITIES CAUSED BY CONSTRUCTION OF THIS PROJECT MUST BE REPAIRED OR REPLACED TO ORIGINAL OR BETTER CONDITIONS AT NO COST TO ST. LUCIE COUNTY. fin 0 M1 �1 30 15 7.5 0 30 LEGEND: EXIST. STORM SEWER x\\ EXIST. SPOT GRADE PROP. BUILDING 14. PROP. SPOT GRADE TC 15.00 PROP. SPOT GRADE BC 14.50 (TC = TOP OF CURB BC = BOTTOM OF CURB) PROP. CONCRETE PAVEMENT PROP. PAVEMENT MILLING AND OVERLAY PROP. ASPHALT PAVEMENT PROP. DRAINAGE ARROW ------------------------ PROP. RIDGE LINE 00 PROP. STORM STRUCTURE MH CB P . A \ 1 . AT, '� � �� �. I - . �� 0 � \ i � �g 1. GENERAL: A. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK ' B. ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. "TC" = TOP OF CURB ELEVATION; "BC = BOTTOM OF CURB ELEVATION (EDGE OF PAVEMENT); "MATCH" _ PROPOSED GRADE TO MATCH EXISTING GRADE; TAN= TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. C. THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. D. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. E. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE, F. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. G WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING W � ti a 0 Z 5 Pia "O Wes= LLLL �S d =FF-waaF Il-4 WF mz O 2UKU!-m Fg J�W aaZU � -1�C4 �am��rc he°I 0 CW�7 -1 , 0, O O =WOwmO o U awow<o d 0 o F ez7 3 °z ac lJ~ zw:5 Ky a CQ azWz tzo z0W �'� afilO ril fuww 0.1 mzmzzz to ^m REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09l13/2016 PER COUNTY COMMENTS SMT 4 12/01/16 PER COUNTY COMMENTS CMM KNOW WHAT'S BELOW ALWAYS CALL 811 • BEFORE YOU DIG Its fast. ICs free. It's the law. W m.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: FLB150016 DRAWN BY: LOT CHECKED BY: GB DATE: 03/23/16 SCALE: AS NOTED CAD I.D.: GP3 PROJECT: SITE IN CONSTRUCTION PLANS -] FOR ��[[WRK REAL ESTATE LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. Z]BOHLER H. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT E N G I N E E R I N G IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. 2255 GLADES ROAD, SUITE 305E 2. MATERIALS: BOCA RATON, FLORIDA 33431 A. BASE COURSE SHALL BE ABC-3 PER F D.O.T. SPECIFICATIONS. OR Phone: 5611571-028 Fax: 1561571-0281 EQUIVALENT LIMEROCK THICKNESS W/MIN LIFTS LBR-100. " (MAX.( ) FLORIDA BUSINESS CERT.OFAUTH. No.3WW B. ASPHALT SURFACES SHALL BE TYPE SUPERPAVE ASPHALTIC CONCRETE, LAND SWEARCHIrECTBUSINESS UC.NoLC26000561 UNLESS OTHERWISE SPECIFIED ON THE PLANS, AND SHALL BE A MINIMUM OF 1-1/2" THICK, AND CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS.�''�A, C. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I �` �� CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE j/� .•O` \GEN$ °'" REINFORCED WITH A 6" x 6" NO.6 GAUGE WIRE MESH. 3. INSTALLATION: A SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% ' °• ° Q OF THE MAXIMUM DENSITY (AASHTO T-180), TO A MIN. 12" AND SHALL HAVE e TATE OF o° LV A MINIMUM LBR 40. °eFLORoD Pe•"'� B. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM , FS aG THICKNESS OF 6" PLACED IN ONE LIFT. BASE COURSE MATERIAL SHALL �''�A'90NALE' ��`�� 0I-17 1 HAVE A MINIMUM STABILITY OF LBR-100, UNLESS OTHERWISE INDICATED. C. BASE COU RSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. SHEET TITLE. D. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR SUPERPAVE ASPHALTIC CONCRETE OR THE LATEST REVISION, 4. TESTING PAVING & A. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING �����N� ���� SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. B. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER, SHEET NUMBER: C. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. �/ D. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE I��f/ ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER, AND APPROVED e= BEFORE ANY BASE IS CONSTRUCTED. E. DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. N:\2015\RBISOOIs-PfAN WA a Rp65fl,\WIMCS\R,w 05\fO W SPIM Ple O Bh QYWlA6 1.17.17 6 &ro FM IAA SRW Bh. d01W5 ■ s P \ s'r s F 0�y� J J y r' 9�o00. 0�\ `\ 0,� <O 0 %0 J t SW Mv. a.: 106' r / JJ/'. r a.: rQ3r �� ..,,, _ '�� 9p�' PO P`.• t 0. rir / 0'"� � \ �® IN W mm \ air r ,.. -/ / "' No. tP ROP. \ \ • \ JW TPYPE "Cd" INLET S J�. r 1 J � tS \ t \l i \ am IMET-• .. \ Rk� a.: 77.65' e7 r 9 1mav a: 10.61 \ 8777QM EL: Q75' f" \ 7R4F17G \ SIGW \ ` r Ma[evx r, r t / t \\\ SMIN M419KKE Y'00971QY OE .' 7AYE7---. R7P a: 77:07' ✓ S/kL2'7URE ; ^J..rr/ r a.: 11.38' PROP. Na TYPE'Cd"INLET GRATE 12.80 INV 15" 7.50 INV 16" T.50 s WE £ r S/2! SEN£R ?) IV . EL: 282' r,, r CVRR MWIME r S7TMM luMnt'xi' 7A°a.: 7Q8I' 7LW a.: Jf.. d7TTL#f fL: 3.5Y (FW OF w97EA) X RAAF/0 SYGNAL POLE r� / ) EA: 7PAhf7O Saw 000011E G t tO.B ' iXl ET.: 32 � (tuu W1;Etr) e / GRATE \i ..-~''./' a .-'" ','• 5-�®� 1\X l 4 / / , ya\ / tE \> ; St"KVA/Otf " /r . *"' N .w \ yki�E-�FV{� No / / 7 i v.r e•���/ / _ /'/ �,. M 5. ,: a� as 30 15 7.50 30 1"= 30' PROPERTY LINE -------- ------------- PROP. RIDGE LINE EXIST, STORM STRUCTURE EXIST. STORM SEWER �,,,� PROP. DRAINAGE ARROW _-------- -------- PROP. RIDGE LINE PROP. STORM SEWER \�✓ww PROP. STORM STRUCTURE - ------ ----- -----STORM EXFILTRATION TRENCH CLEANOUT SCHEDULE: V z_¢ I m UO w�=kLL01-4 g; 6 H-'1Tizal- W�yF OwQJQ=QO f 2U5UHy 4 zW i W o z r C7WW aaZaO �� C V! w K W g F I �f FW .1 C'7 �7. a¢N=wow iz Sf ou y3=�=<5 q =wOw ¢O �41 z doP4 PW 0� U Pi O O fW z 30 2y .. C7 wz4 �e W 02 Y mW�QGWzOyOyO zzz3:=zmzzz tL REVIISIONS REV DATE COMMENT B) 1 05/27/2016 PER COUNTY COMMENTS ICI 2 07/26/2016 PER COUNTY COMMENTS SN 3 09/13/2016 PER COUNTY COMMENTS SN 4 12/01/16 PER COUNTY COMMENTS CM ,<• ''/ I / `/ \ c o i \ 4\ KNOW WHAT'S BELL ----CORE EXISTING " r ALWAYS CALL 81 i ✓ / RC `/" /' INLET@482 a• NOW OF C.O.-01 C.O.-02 C.o.-03 C.o.-04 C.O.-05 • BEFORE YOU D PAWKW RIM ELEV = AT RIM ELEV = AT RIM ELEV = AT RIM ELEV = AT RIM ELEV = AT A: S7RMA8' GRADE GRADE GRADE GRADE GRADE It's past. It's Free. It's the law. \o- I.E.=9.00 I.E.=8.58 I.E.=8.16 I.E.=9.00 I.E.=8.57 / r- ^' ,,,.• /' o // aV{`lyd/ i o� A �' 6�.r. 'A+b\TE M1VLt7 WWW.C8115UI131lIf1E!.COfll 7A° EL: 1QS5' 0�04 ¢ CUkB Q PROP. TYPE "Cd"MANHOLE i GRATE 12.90 INV NE 15" 7.50 INV SE 15° 7.50 CONTROL STRUCNRE 3"BLEEDER INV=10.75 WOOD PROP. No. ttPE "C•7° INLET 2 GRATE 12.80 INV 15" 7.50 INV NE 15' 7.S0 INV(SE)IS' T.50 y a C05`a� I.E. 7.5Pie''c\0� l A a 11.00 N ov . \ �.FIN A.,. a` 1 S` a 1 IN IN \% INC.O., 1 a\ \. \ w IN 2 \ / PROP. Na TYPE"Cd"INLET 3 GRATE 13.10 INV fNi 15" 8.75 PROP. TYPE"C5"INLET No 4 GRATE 13.50 INV 15" 7.50 INV N 15' 7.50 INV E 15" 7.50 s d PROP. No. ttPE "C•4"INLET 5 GRATE 12.85 INV IS. 7.50 INV 15' 7.50 IRV N 12" 7.69 PROP. No. TYPE"Cd"INLET G GRATE 12.60 INV 15" 7.50 INV 8" 7.90 r Jr A r, r ,• J� G.o.-06 C.o.-07 C.O.-08 C.o.-os C.o.-10 NOT APPROVED FOR RIM ELEV = AT RIM ELEV = AT RIM ELEV = AT RIM ELEV = AT RIM ELEV = AT CONSTRUCTION rr GRADE GRADE GRADE GRADE GRADE I. E. = 8.14 I.E. = 7.80 I. E. = 9.00 I. E. = 7.97 I.E. = 9.00 OF PROJECT No.: FLB1500o DRAWN BY: LE / jjjj�'� �tT� T�j� 7j� CHECKED BY: G ®OF DRAIN SCHEDULE: II.J JLeEo DATE. 03/23/' / J SCALE: AS NOTE CAD I.D.: HF \\ Er. EDGE OA- \t PAVEMENT � r r PROJECT: SITE C®NSTR IiJ C JL'T° I®T PLANS FOR JL�J7TRIE�\GJL JL JL V" V' JL ORK REALESTATE LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE EOUNTYFLORC GENERAL L NOTES: 1. CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION BOHLEE 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. �T fi E' E % \ 3. COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 2255 GLADES ROAD, SUITE 305E \ - 4. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN BOLA RATDN, FLORIDA 33431 STANDARDS". Phone: (561)571-0280 {.,' \ Fax: (561FAUTH. o.3 5. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY WILL NEED TO BE SODDED. 81 FLORIDA BUSINESS CERT. of AUTH. No.30780 L4NEISCAPE ARCHITECT BUSINESS LIC. No LC20DOD551 1 6. ANY SIDEWALK THAT IS DAMAGED OR BROKEN DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. l •' * 7. ALL CONSTRUCTION AND RESTORATION WORK WITHIN ST. LUCIE COUNTY RIGHT WAY SHALL COMPLY ; tOC�O�e°° �CENS° WITH THE LATEST EDITION OF FDOT DESIGN STANDARDS AND THE FDOT STANDARD SPECIFICATIONS l FOR ROAD AND BRIDGE CONSTRUCTION. I ` 'A' ° NO. 8. ANY DAMAGE TO ST. LUCIE COUNTY -TRAFFIC ITS FACILITIES CAUSED BY CONSTRUCTION OF THIS I= PROJECT MUST BE REPAIRED OR REPLACED TO ORIGINAL OR BETTER CONDITIONS AT NO COST TO $ 8 ST. LUCIE COUNTY. ° Al DATUM NOTES: SHEET TITLE. DRAINAGE GE PLAN SHEET NUMBER. C-7 PIPE No. SIZE (IN) TYPE LENGTH (FT) SLOPE (%) RL-1 8" PVC PIPE 42 1.0 RL-2 8" PVC PIPE 42 1.6 RL3 8" PVC PIPE 26 1.0 RL-0 12" PVC PIPE 43 1.0 RL-5 12" PVC PIPE 43 1.0 RL-6 12" PVC PIPE 34 1.0 RL-7 12" PVC PIPE 11 1.0 RL-8 12" PVC PIPE 71 1.5 RL-9 12" PVC PIPE 28 1.5 RL-10 12" PVC PIPE 103 1.0 ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE BENCHMARK IDENTIFIED AS "BENCHMARK #512" LOCATED 39' WEST OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND 62' SOUTH OF PRIMA VISTA BOULEVARD. ELEVATION: 11.359' (NAVD 1988) ON -SITE BENCH MARK TSM #1: STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB INLET LOCATED 3.19' SOUTH AND 15.37' WEST OF THE NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 11.38' (NAVD 1988) ON -SITE BENCH MARK T$M #2: STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER MANHOLE LOCATED 42.17' SOUTH AND 29.44' EAST OF THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON, H:\2015\RH15m15-PWM NSIA 0 FLOftE51A\WNINGS\PUN SETS\f1B1WVNIP1 M PAINTED BY: QIG MUS 1.17.17 0 5:19 R U51 S M W. CIADMU5 ELEVATION: 13.16' (NAVD 1988) WAWA FOOD MARKET LOADING TRUCK (WB-50) (`I0r`I II ATInKI DI AAI 0 / / / / / / 1dyQ % , s\ s00 � y i \ - \ \, r A-� / WAWA FOOD MARKET TRASH TRUCK CIRCULATION PLAN 9011 WAWA FOOD MARKET FIRE TRUCK CIRCULATION PLAN N r / / ✓r. /1' / \ V \I \ F G %-� / /- ` WAWA FOOD MARKET FUEL TRACK (WB-50) CIRCULATION PLAN y y� U sy Va z¢ ¢� UOWJ=pLLLL �y4g HH'ZW K a r = R d'JQQ ¢�® z 0 ZUfL UHy aZ R �41Qa s' zaF o z y8 C72rA ¢aac=i y ffi8 W W a z ¢ H¢wwu¢1g¢ gig Wgig Owl n¢m Wz Fol m o�T,Omo 0= 0 C7 g _ r =wow ¢o � a� aims mm y as�a�♦ aW. Y§§ UC O 0 N .F. Cz7 wZ¢!za IN W z �rr Ci ¢ W O �E—Wi £ r r a z m z z z F a L �m REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 12/01/16 PER COUNTY COMMENTS CMM KNOW WHAT'S BELOW ALWAYS CALL 811 • BEFORE YOU DIG Its fast. It's free, Its the law, www.calisunshine.com NOT APPROVED FOR CONSTRUCTION 00 PROJECT No.: FLB150016 DRAWN BY: LDT CHECKED BY: GB DATE: 03/23/16 SCALE: AS NOTED CAD I.D.: VM3 00 r PROJECT: SITE CONSTRUCTION PLANS FOR BRIG H TWO]l K REALESTATE LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA EN GINEE KING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 307BO LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 ,CE 74 SHEET TITLE: VEHICULA R AR MOVEMENT PLAN SHEET NUMBER: -�• '�/ — 8 H:\2015\11BI50010-PPoLLA WA! FUIRSRA\DRWNa\RAII SErS\DSIW1 Ma.PMG PRAM SY: OMCIMU5 1.17.17 0 50 Pu US SAVED W. CMCN.WUS \\\ rsoxp \ �)� NA . ET.: 1282' M.. 8_ 213' ee re \ re r \ \ CLWB AYtT le \ \ TOP H.: 10..6' \ 0A7Ar EX,: 1a1 1R 8077aN a: a7575' MV#KX.E- 67a94, Smw AK46VOLE ✓F777aN EL: 3.57, ,r RIP EL: 11. OF I047ERJ if AW Et .&9' \ \ Eyb'7'� 6 of r- „'� .�. l /0 rr TEM RARY EROSION CONTROL INLET PROTECTION(TYR / V7 EMs72-f (SEE DETAIL THIS SHEET) O au aw 7 Et.: saa7' \ 0 / / ✓/ // 8IRW EL: 327' Tap- a9P .£w: LW. EL: Ies, � / / RTEL.: 77.-i9' / _ C- ,r!„ / 77A:p4T EL: P445' / z NE MN. EL.: e M4! EL: #.45' . S.C. #W PP TEMPORARY EROSION CONTROL INLET PROTECTION (TYR) 222 (SEE DETAIL THIS SHEET) r � "'TEMPORARY EROSION CONTROL � \ -"/ TEMPORARY EROSION CONTROL -S \ / 0 ' INLET PROTECTION (TYP) 0 �rE• (SEE DETAIL THIS SHEE � � (SEE DETAIL THIS SHEET) INLET PROTECTION TYP)� � LEGEND- MAINTENANCE NOTES - PROPERTY LINE 15 7.5 0 30 N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS PROP. CONSTRUCTION FENCE BY A NPDES QUALIFIED INSPECTOR AS PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY 1"= 30, SF SF— PROP. SILT FENCE RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. ® PROP. INLET PROTECTION 1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING FOOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE Im PROP. SOIL TRACKING PREVENTION MAT IMMEDIATELY REMOVED BY THE CONTRACTOR. ' 2. CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN ' PROP. DRAINAGE PIPE AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS \ WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS \ INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT. 3. CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED AS r' \ NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH \ SEDIMENT, POOLING WATER OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD \ LAYERS BECOME COMPACTED. 4. SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS \ NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE \ TRENCHED IN, BACK -FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR 9�0� i� CH, OR RE-BACKFILL THE FENCE IF IT FAILSAY . T WOULD E TO OA SO BE NECESSARY VE, REPLACE, ITO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 9� F CIO. \ 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE ��iC A.pO S/ / \ BEEN DAMAGED BY RUNOFF. 6. REMOVE ANY VISIBLE SEDIMENT FROM THE POND BOTTOM TO KEEP THE BASIN 1O,P �� �O� DESIGNED INFILTRATION PERFORMANCE OGF 7. THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A a41£T �O A \ WEEKLY LOG SHALL BE UPDATED AND KEPT ON -SITE IN ACCORDANCE WITH THE op 1075' G<kN NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS �LuWA AWARE OF NPDES GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY S GOVERMENTAL AGENCIES DUE TO VIOLATIONS. �r i ` TEMPORARY EROSION CONTROL POLLUTION PREVENTION NOTES- PROP. CONSTRUCTION FENCE / TO BE MAINTAINED THROUGHOUT \ CONSTRUCTION A.) EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON \ (SEE DETAIL THIS SHEET) ' THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF r44. r ramaA:NNNOLE p ti.: i%ni' PP �-' .�4Y ''/ L.1 .-•" r r'PROPOSED CONS ✓0 UCTI f f TEMPORARY EROSION CONTROL // r`" -' TWO (2)10' SWING GATES (GATE SHALL HAVE'$- �\ t -^•' -` " / -^""M CONSTRUCTION DETOUR SIGNS AND OPEN INLET PROTECTION (TYP)- '" '✓ (SEE DETAIL THIS SHEET) V, �/ S\ / .rONTO SITE, NOT INTO RIGHT OF WAY + -" •'' 'PROP. CONSTRUCTION CONTROL '„PROP. CONSTRUCTION FENCE � 'TO BE MAINTAINED THROUGHOUT CONSTRUCTION / �"i // / dd TEMPORARY EROSION TR �" �.. s-r' _- U SOIL TRACKING PREVENTION MAT (SEE DETAIL THIS SHEET) - y SF (SEE DETAIL) TEMPORARY EROSION ONC TROL ' PROP. SILT FENCE TO BE MAINTAINED THROUGHOUT CONSTRUCTION / r r:" • OO h (SEE DETAIL THIS SHEET) / r'- r' TEMPORARY EROSI CONTROL ✓ INLET PROTECTION (TYP) ,LOT 6 \ BLOCK 45 / fd'Yri drrddl , r ° ---� - it. % a ° \ \ ° a � LOT 45 pp \If \ BLOCK 45 \ \ ° � LOT 44 \ °� `--�`° \ \ BLOCK 45 \ \ OWNER.' BILL R. EASLEY, \\\ \ ETAL \ ` DO `c� \ \ \ 1 LP WND „^f LOT 43 BLOCK 45 \o OWNER.' SALLY C. \ / ANDERSON, ETAL S / i 0 (SEE DETAIL THIS SHEET) I \ X \J r TEMPORARY EROSION CONTROL PROP. SILT FENCE TO BE MAINTAINED THROUGHOUT CONSTRUCTION (SEE DETAIL THIS SHEET) / r fr \ TEMPORARY EROSION CONTROL \ / r ' INLET PROTECTION (SEE DETAIL THIS SHEET) 6' MAX. POST OPTIONS \ WOOD 2 1/2" MIN. 0 \ WOOD 2" x 4" OAK 1 1/2" x 1 1/2" STEEL 1,33 LBS/FT. MIN. TEMPORARY EROSION CONTROL INLET PROTECTION (TYR) \\ o (SEE DETAIL THIS SHEET) i Y O � W SILT FENCE DETAIL NOT TO SCALE (PER FDOT INDEX #102) rr�G sD TEMPORARY EROSION CONTROL SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE \ PROP. SILT FENCE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND TO BE MAINTAINED THROUGHOUT r MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER CONSTRUCTION f QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE \ (SEE DETAIL THIS SHEET) OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION / ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT LOT 13 NECESSARY TO ENSURE COMPLIANCE.] ' BLOCK 38 B.) OFF SITE SURFACE WATER DISCHARGES, OR DISCHARGES TO ONSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES 7E#vT WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE \� \ tOP a: 10.55' OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. #W. R.: 4.69' �\ \ C.) THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN / ACCORDANCE WITH RULE 62-296.320(4)(C)1 F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. ' / J N r �- TEMPORARY EROSION CONTROL \ t� PROP. CONSTRUCTION FENCE LOT 1 TO BE MAINTAINED THROUGHOUT BLOCK 46 CONSTRUCTION (SEE DETAIL THIS SHEET) \ \ r i LOT 33 BLOCK 46 i FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.) D.) FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER / DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS LOT 14 THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND ' BLOCK J IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. E.) IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE A CONTAMINATION SHALL IMMEDIATELY CEASE, AND WATER RESOURCES SHALL BE CONTACTED. \ F.) PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED G.) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: I. NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT \ LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN \ ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. wh H. A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III C.2, F.A.C. III. A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. \ IV. THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. v. A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. H.) THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. DATUM NOTES: CONTROLBENCHMARK: \ ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE BENCHMARK IDENTIFIED AS "BENCHMARK MIT ` LOCATED 39 WEST OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND 62, SOUTH OF PRIMA VISTA BOULEVARD. ELEVATION: 11.359' (NAVD 1988) \ ON -SITE BENCH MARK TBM #1: \ STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB INLET LOCATED 3.19, SOUTH AND 15.37, WEST OF THE NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 11.38' (NAVD 1988) yy ..J ON -SITE BENCH MARK TBM#2 / STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER MANHOLE LOCATED 42AT SOUTH AND 29.44' EAST .; OF THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON. ELEVATION: 13.16' (NAVD 1988) 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING _ ® ♦ I i ^ 6 CATCH BASIN/INLET PROTECTION DETAIL SILT FENCE PROTECTION NOT TO SCALE AROUND DITCH BOTTOM INLETS SOIL TRACKING PREVENTION MAT DETAIL NOT TO SCALE (PER FOOT INDEX #106) aW F. 3= q'V" � UPA g Z¢ wa �Z tito UO �t7 z o ¢5 Z; zo — S w LL 5 xN W �cDOQx E affiI WF C' N—i .0ZJ¢2S® ZU<WUHN aU ot•o ®0o 6 wq� 6� LLYz¢❑� Qwm¢ mZ 0 O w¢'F g-1-oP1- F sw Ow ¢O a�mm mm� rt QO pq U a O 0 u wz¢��a Y SO W w0 £ zW 16WoE ¢0��-w, w v�3vOM MOMrr T,T1 � i-1 CW � 2 m z z Z zF m € REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SIT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 12/01/16 PER COUNTY COMMENTS CMM ILI KNOW WHAT'S BELOW ALWAYS CALL 811 • BEFORE YOU DIG It's fast. Its free, It's the law. www.calisunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: FLB150016 DRAWN BY: LOT CHECKED BY: GB DATE: 03/23/16 SCALE, AS NOTED 41. CAD I.D.: EB3 F, PROJECT: SITE CONSTRUCTION PLANS T� ��vt TT��FOR TWORK REAL ESTATE LOCATION OF SITE NE PRIMA VISTA BLVD 8, SE FLORESTA DR ST. LUCIE COUNTY FLORIDA BOHLER v % O L N )E )E 1R L N G 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (661)571-0280 Fax (561)571.0281 FLORIDA BUSINESS CERT. OF AUTM No. 307BO LANDSCAPE ARCHITECT BUSINESS LIC. No LC260DO657 SHEET TITLE: PHASE ASE 11 SOIL ]EROSION CONTROL P LA\N SHEET NUMBER: C — 9y H:\2015\RBIWI64RW M9A @ RONE4fA\OIGNINGS\PION 4 \RNINAI6034.M MNILU W. CNCUWUS 1,17.17 0 520 PN W SW BY: C1M Ue MATCHLINE - SHEET OS-2 PHASE I SOIL EROSION CONTROL AND TCHLINE - SHEET OS-2 TCHLI E e SHEET ®S-2 PAVING & GRADING AND PHASE II SOIL WW � f U 0 ix � i a <'62¢x 1 6 x r wQ¢ a H rM 0 ZUK UF¢-0 aUPiiieie oz ;=7`"v ¢aa= g 86 WW a ?w<o� 6 ¢ww�¢ aQm=wz w>w OO Ow O J c7 0' F- O � xwOw QO fa � a�rnm mrn CCh� !����5�5�5�jj+j++ i e i e i♦ � Z a v B o wY �� �C7w w0zogKKMEW F<, >: Ozmzzz � nQ s DO REVISIONS REVIISIIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 1 12/01/16 PER COUNTY COMMENTS CMM KNOW WHAT'S BELOW ALWAYS CALL 811 isilo BEFORE YOU DIC Its fast. Its free, Its the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: FLB150016 DRAWN BY: LDT CHECKED BY: GB DATE: 03/23/16 SCALE: AS NOTED 44 CAD I.D.: OS3 00 PROJECT: SITE CONSTRUCTION 1` 7CTIO PL�'ilS FOR /� BJLT� �I�A�7lJl�[]jTWORK REAL ESTATE LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA FEW."Isgif"t 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571-0280 Fax: (561)571-0281 FLORIDA BUSINESS CERT. OFAUTH. No. 30780 G BA e \CE°a B� EOF S�aNA�IN' a-ie-n SHEETTITLE: OFF —SITE OFF-S PLANS SHEET NUMBER: ®S-1 \m15�i1Bt5aots-qsu xSrA a RascrA\ 1nax smYna,eao,a ra-mw_rtr: caw,rn m.. rrvuart , n n e cm w iAU cnsn w. nrs K PAVEMENT MARKING PLAN PHASE I AS I SOIL EROSION CONTROL A\ D I0 13161.I I I ILOWNRI"I .'\\ PAVEMENT MARKING PLAN PAVING I VG ; GRADING AND D PHASE I AS 11 SOIL heff. 1wall \ �w za b F o' z o Ea �9 oh�� > rc UO>ZWJ� W ¢JZ�IL 5 g �H 2KU'OJ¢= R WEB- rI-ZJw ¢ <,<a'D 0,0 ZUKUI¢--0 9Is9 roUp�„ ♦wwww0 �g m 'WZ"U Qw wl¢il�¢ J 2z 0 Oc=7 �xrp a z =wW=mw o-o-�� � wwweww � �1 U pq P. 0 O K W z '❑ WY yy z z GQ ¢wOOj �22-W, $� W ,Wj a w to; � 3 to Dzmzzz 3 wwwwww S z� �p REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 12/01/16 PER COUNTY COMMENTS CMM KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG Its fast. It's free, Its the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: FL13150016 DRAWN BY: LDT CHECKED BY: GB DATE: 03/23/16 SCALE: AS NOTED CAD I.D.: OS3 PLANS FOR JLDR IGJL 1L JL WORK REAL ESTATE ]LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571.0280 Fax: (561)571-0281 FLORIDA BUSINESS DEFT. OF AUTH. No. 30780 SHEET TITLE: OFF -SITE PLANS SHEET NUMBER: H:\NI5\f,Sj 4 16-0PoW N A & Flafd:SfA\w I$ts\" s \ftBlsools W-9419 RlP W. w NUS 1.17.n 0 5M N u SAM Of: MWUS 25' OVERLAY 25' OVERLAY 2° MIN. A I D 2' MIN. Z N .......... ... . B 6" I __ C VARIES 18" �18" W ✓- BOTTOM LEFT, & RIGHT YO SIDES BE 12" MIN. A� OVERLAY 25 FEET FROM CENTER LINE OF TRENCH, BOTH SIDES OF OPEN CUT WITH 1" MINIMUM TYPE SP-9.5 ASPHALT OR MATCH EXISTING SURFACE MATERIAL WHEN POSSIBLE, CONSTRUCT 2.0' DEEP X WIDTH AND LENGTH OF TRENCH WITH CEMENTED COQUINA OR LIMEROCK (LBR 100). SEE SPECIFICATIONS NOTE #2 BELOW FOR COMPACTION REQUIREMENTS. © PROVIDE CLEAN BACKFILL. BACKFILL SHALL BE REPLACED IN 6" LAYERS. EACH LAYER SHALL BE MECHANICALLY COMPACTED TO A MINIMUM 100% DENSITY AS DETERMINED BY AASHTO EXIST. PAVEMENT--, *A A - Ww�WIDTH TRENCH LIMITS OF NEW PAVEMENT \ NOTE: / RESTORATION IN ARTERIAL STREETS F SHALL WIDTH NLANE RESURFACINGDF RULL EACH W THIN PLAN THE LIMITS F T ROADWAY AT N ERSECTION WILL INCLUDE SEE PAVEMENT SPLICE PAVEMENT THROUGHTOUT TURNOUT (PC AND PT). REPLACEMENT DETAIL FOR MATCH TO BASE SHALL BE LIMEROCK OR COQUINA LBR-100. EXISTING UNPAVED ROADWAYS SHALL OMIT ASPHALT RECONSTRUCTION/OVERLAY. 1" TYPE SP-9.5 ASPHALT OVE''LAY 25 FROM SAW CUT BOTH DIRE< TIONS ------------- 24" PIPE DIAMETER + 60" T-99, METHOD "C". MIN 1" ASPHALT ERLAY DITCH WIDTH (W)+12", MATCH EXISTING TYPE AND THICKNESS OF ASPHALT (MINIMUM OF 2' - OF TYPE SP-9.5) NOTES: 1. REPLACED BASE MATERIAL OVER DITCH SHALL BE AS SHOWN ABOVE. REPLACEMENT EXISTING LIMEROCK BASE ASPHALT \, SAW CUT 2. BASE MATERIAL SHALL BE PLACED IN 6" LAYERS OR AS OTHERWISE APPROVED AND EACH 18, EXISTING BASE LAYER THOROUGHLY MECHANICALLY COMPACTED TO (98%) DENSITY AS DETERMINED BY AASHTO w MIN. 1 TYPE SP-12.5 T-180. ROADWAY SUBGRADE RECONSTRUCTION ASPHALT 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. LIMEROCK SUBGRADE AND BACKFILL 6" LAYERS, COMPACTED THICKNESS 4. ALL PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. w a BACKFILL DENSITY REQUIREMENTS (AASHTO T-1801 5, SURFACE MATERIAL WILL BE CONSISTENT WITH EXISTING SURFACE OR AS OTHERWISE DIRECTED 95% UNDER ROADWAY AY (TYPE SP-9.5) AND PLACED IN ACCORDANCE WITH FDOT REQUIREMENTS. ss% BENEATH suecRgpE 6. A MINIMUM OF TWO DENSITY TESTS SHALL BE TAKEN FOR EACH SIX (6) INCH LIFT OF 12" 12" *EXISTING CONDITIONS MAY REQUIRE ADDITIONAL WORK BEYOND THE LIMITS SUBGRADE AND EACH OPEN CUT CROSSING. WHEN THE SPECIFIED COMPACTED BASE IS TRENCH SHOWN IN THIS DETAIL. GREATER THAN SIX AND ONE-HALF (6-1/2) INCHES THE BASE SHALL BE CONSTRUCTED IN BACKFILL MATERIAL SHALL BE "SELECT" TWO OR MORE COURSES. PROCTORS FOR MATERIALS USED IN BACK -FILLING SHALL BE SECTION A - A MATERIAL AS DEFINED BY FOOT INDEX 505. OBTAINED BY A CERTIFIED LABORATORY. DENSITY TESTS SHALL BE CONDUCTED BY A CERTIFIED LABORATORY OR THE PERMITTEE'S CONSULTANTS. THE PERCENTAGE OF MAXIMUM DENSITY ST. LUCIE COUNTY REQUIRED SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA DEPARTMENT ENGINEERING DIVISION PAVEMENT RESTORATION OF TRANSPORTATION STANDARD SPECIFICATIONS. A COPY OF ALL COMPLETED AND ACCEPTED 2300 VIRGINIA AVE. STANDARD DETAIL DENSITY TESTS SHALL BE FURNISHED TO THE ENGINEER'S OFFICE PRIOR TO FINAL INSPECTION FT. PIERCE, FLORIDA 34982 RAWN BY: DATE: REV. BY: DATE: APPROVED: ST. LUCIE COUNTY P.D. 2-15-12 7YA WATER R WASTEWATERFLEXI FLEXIBLE PAVEMENT COUNTY ENGINEER DATE � CONSTRUCTION REPLACEMENT DETAIL 4 STANDARDS DATE APPROVED: DECEMBER 2015 DRAWING NUMBER: G-% 6" % OR gtk0 4,72„ DETECTABLE WARNING NOTES: �t DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BOTTOM DIAMETER OF NOMINAL 0.9 INCH AND A TOP DIAMETER OF 0.4 INCH. A HEIGHT M7N' z ^;� • °;'�` " OF 0.2 INCH AND A CENTER TO CENTER SPACING OF NOMINAL 2.35 INCH AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. SIDEWALK SHALL BE 4" THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6". SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A. S. H.T.O. T-180, CONCRETE STRENGTH SHALL BE MIN, 3000 PSI @ 28 DAYS. ADA SIDEWALK RAMP DETAIL NOT TO SCALE (PER FOOT INDEX #304, OR-C) NOTE: ALL PLANT MATERIAL TO BE MIN. 1 GALLON SIZE. PLANTER LAYOUT "A" WARM SEASON NORTH/ CENTRAL FLORIDA COOL SEASON NORTH/ CENTRAL FLORIDA 1. YELLOW TALL MARIGOLD 1. ORANGE TALL SNAPDRAGON 2 PINK PORTULACA @ YELLOW PANSY 3. ORANGE ZINNIA 3. WHITE ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS A DWARF MITE FOUNTAIN GRASS 5. PINK PENTAS 5. YELLOW CALENDULA 6. ORANGE PWME CELOSA 6. RED PETUNIA 7. YELLOW DAHLBERG DAISY 7. PINK PANSY WARM SEASON SOUTH FLORIDA COOL SEASON SOUTH FLORIDA 1. RED SALVIA 1. POT MARIGOLD 2. PINK PORTULACA 2. PINK PETUNIA 3. YELLOW ZINNIA 3. WHITE ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 4. DWARF WHITE FOUNTAIN GRASS S WHITE PENTAS 5. ORANGE ZINNIA 6. ORANGE GAZANIA 6. RED PETUNIA 7. PINK PORTULACA 7. PINK VERBENA ASPHALTIC CONCRETE SURFACEZI Y z �N� g �m W SLOPE (SEE PLAN) J w (SEE NOTE ,yam B D GAE� E T 3) ti s, Z w � 5 FDOT TYPEDCURB J�� W NOT TO SCALE ti (PER FOOT INDEX #300) NOTES: 1. 8" LIMEROCK BASE (MIN) LBR100, FOOT 200-2 2. 12" FOOT TYPE B STABILIZED SUBGRADE LBR 40, FOOT 160-2 3. PER COUNTY STANDARDS, THE 8" LIMEROCK BASE AND STABILIZED SUBGRADE MATERIALS SHALL BE COMPACTED AT 98% OF THE MODIFIED PROCTOR DENSITY AS DETERMINED BY AASHTO T-180. PLANTER LAYOUT "B" WARM SEASON NORTH/ CENTRAL DORIDA COOL SEASON NOR CENTRAL FLORIDA 1. BLACK-EYED SUSAN 1. PINK TALL SNAPDRAGON 2. PINK BEGONIA 2 YELLOW CALFNDULA 3. RED SALVIA 3. RED PANSY 4. DWARF YMNE FOUNTAIN GRASS 4. DWARF WHITE FOUNTAIN T N GRASS S WHNE PENTAS 5. YELLOW PANSY 6. PLUME CELOSIA 6. PINK PETUNIA 7, PINK B PINK EGOVIA 7. SHABTA DAISY WARM SEASON SOUTH FLORIDA COOL SEASON SOUTH FLORIDA 1. RED GAZANIA 1. RED $ALMA 2. YELLOW PURR AME 2. WHITE PETUNIA 3. ORANGE PLUME CELOSIA 3. YELLOW ALYSSUM 4. DWARF MITE FOUNTAIN GRASS 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE SALVIA 5. BLUE DAZE 6. PINK GAZANIA 6. LAVENDER VERBENA 7. RED DIANTHUS 7. YELLOW TALL MARIGOLD PLANTER LAYOUT "C" WARM SEASON NORTH/ CENTRAL FLORIDA COOL SEASON NORTH/ CENTRAL FLORIDA 1. TALL PINK ZINNIA 1. YELLOW TALL SNAPDRAGON 2. ORANGE PLUME CELOSIA 2. WHITE CANDYTUFT J. YELLOW DAHLBER DAISY 3. PINK ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 4. DWARF WHITE FOUNTAIN GRASS 5. RED PENTAS 5. YELLOW PANSY 6. PINK PORTULACA 6. WHITE PETUNIA 7. WHINE BEGONIA 7, PINK DIANTHUS WARM SEASON SOUTH FLORIDA COOL SEASON SOUTH FLORIDA 1. RED PENTAS 1. BWE DAZE 2. PINK PORTULACA 2. RED PETUNIA 3. YELLOW PLUME CELOSIA 3. YELLOW ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE PENTAS 5. PINK DIANTHUS 6. YELLOW ZINNIA 6. WHITE VERHENA 7. GRANGE GAZANIA 7. YELLOW PLUME CELOSIA ST. LUCIE COUNTY ENGINEERING DIVISION 2300 VIRGINIA AVE. FT. PIERCE, FLORIDA 34982 AWN BY: DATE: REV. BY: P.D. 6-5-1 1 MATCH TO EXISTING PAVEMENT. NEAT SAWCUT AND START 1" DEPTH MILLING VARIABLE DEPTH MILL AND REMOVE EXISTING ASPHALT. BUILD 1" TYPE SP-9.5 OVERLAY 3/4" TO 1" VARIABLE DEPTH TYPE SP-9.5 Y4" DEPTH OVERLAY MILLING FULL 1" DEPTH TYPE SP-9.5 OVERLAY 77. SAW CUT 8' MIN. EXISTING 25' I ASPHALT . . . . . . ._. EXISTING BASE SUBGRADE PAVEMENT SPLICE DETAIL N.T.S. THIS SPLICE DETAIL IS TO BE USED AT ALL SEAMS WHERE MATCH TO EXISTING PAVEMENT IS REQUIRED. PAVEMENT SPLICE DETAIL APPROVED: COUNTY ENGINEER DATE " a 4, . 4. 4'a PCC CgNCRETE (SEE°NOTE 142) c� 44 4. i - A < . • NOTES: 1. CONCRETE DRIVEWAYS SHALL BE 6" THICK, 2. CONCRETE STRENGTH SHALL BE MIN. 4000 PSI @ 28 DAYS IN ACCORDANCE WITH ASTM C-39. 3, 12" FOOT TYPE B STABILIZED SUBGRADE LBR 40, FOOT 160-2 4. PER COUNTY STANDARDS, THE STABILIZED SUBGRADE MATERIALS SHALL BE COMPACTED AT 98% OF THE MODIFIED PROCTOR DENSITY AS DETERMINED BY AASHTO T-180. CONCRETE PAVEMENT DETAIL NOT TO SCALE I DRIP IRRIGATON- TYP. EACH PLANTER. SEE IRRIGATION PLANS 2' x 4' BOULEVARD SERIES PLANTER BY AWED MOLDED PRODUCTS MMI 1RECLP-462424 COLOR: DC 35 PURE WHITE FINISH: FEATHER-UTE STONE 100 -SEE GML PUNS FOR LOCATIONS. GRANITE CHIPS OVER WFID BARRIER- MIN. 6' THICK. p 3' PVC LATERAL LINE IN 2' PVC SLEEVE SCHEDULE 40 FACE OF PLANTER BACK OF BOLLARD AUGN OUTSIDE FACE OF PUNTER WITH BACK OF BOLLARDS AND CENTER EQUALLY BETWEEN BOIIARDS TYP. 8OLARD -SEE CIML PLANS PARKING 91 n Llu I I11, MTH�, InTTT 2' NOS ATRIUM GRATE ON RISER, MODEL /270 WITH SCH 40 PVC FITTINGS -SEE IRRIGATION PLANS -DRAIN TO CONNECT TO STORM- SEE CIVIL PLANS. STORM TYPICAL RAISED PLANTER DETAIL SCALE: 1/2" = 1'- 0" FLOW 4,d 4 - .4P PCC 4C9NCRE aE (SEB'NOTE 1 A 3) &q Aa M q 4 . - , NOTES: 1. SIDEWALK SHALL BE 4" THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6". 2. COMPACTED FILL AREAS, INCLUDING CUT AREAS UNDER THE SIDEWALK THAT HAVE BEEN EXCAVATED MORE THAN 6 INCHES BELOW THE BOTTOM OF SIDEWALK, TO A MINIMUM OF 95% OF AASHTO T99 DENSITY. THE AREA TO BE COMPACTED IS DEFINED AS THAT AREA DIRECTLY UNDER THE SIDEWALK AND 1 FOOT BEYOND EACH RIDE OF THE SIDEWALK WHEN RIGHT -OF-WAY ALLOWS. (FDOT INDEX #310= SECTION 522) 3. PLACE CONCRETE IN THE FORMS, AND TAMP AND SPADE IT TO PREVENT HONEYCOMBING, AND UNTIL- THE TOP OF THE STRUCTURE CAN BE FLOATED SMOOTH AND THE EDGES ROUNDED TO THE RADIUS SHOWN IN THE PLANS PER FDOT INDEX 310- SECTION 520-6, CONCRETE STRENGTH SHALL BE MIN, 3000 PSI @ 28 DAYS, 4. SIDEWALK REMOVAL & REPLACEMENTS TO CONSIST OF FULL FLAGS. 5. PROVIDE EXPANSION JOINT AT CONNECTIONS BETWEEN NEW AND EX. SIDEWALK AS PER FDOT INDEX 31 OSECTION 522. 6. PROVIDE FIBEROUS JOINTS 20' O.C, 7. SIDEWALKS SHALL CONFORM TO FOOT INDEX 310 OF THE LATEST FOOT DESIGN STANDARDS. CONCRETE SIDEWALK DETAIL -NOT TO SCALE CONCRETE CURB C PAVEMENT OR SIDEWALK 2' CURB TRANSITION PROFILE VIEW CURB TRANSITION DETAIL NOT TO SCALE 24" x 24" 3,300 PSI CONCRETE PAD TO BE PROVIDED IN LANDSCAPED AREAS ONLY LFINIr ---- , SHED GRADE . .Ca 4 ' a' I I I I I I I I 1 I TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQ'D PER GRADING PLAN See Specifications for approved bedding material. ONE WAY CLEAN -OUT DETAIL NOT TO SCALE FLOW FLOW 24" x 24" 3,300 PSI CONCRETE PAD TO BE PROVIDED IN LANDSCAPED AREAS ONLY r----, FINISHED GRADE DO • I I I I I I I I I I TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQ'D PER GRADING PLAN See Specifications for approved bedding material. TWO WAY CLEAN -OUT DETAIL (USE WITHIN S OF BUILDING ONLY) NOT TO SCALE FLOW V> is to K Cz-D Z Z UO rc>Zk�o 8� r W AD O LL LL 0-4 APE. 0zWJQ=so '© 7 .�0 Z V a'Ula-m 41pz a H r41 w ❑ z �9 �W+.W aa0� zq,V a> w g,a §R '74P4 - =ioow zz;n OI=mO�Fz- �z a�wm mrn ��F seE.sae z >aa Y� Ua Z o 0 W 3❑ G,> m O wZa�z�-i 6> OwwLDD-Ws 8 W�z OOw s awoZy>> Di 0 *z*Zzzww 9 y♦ Y i 6 t 9 mpC � H REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS COMMENTS 4 12/01/16 PER COUNTY COMMENTS CMM oKNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIGIts fast. Its free. Its the law. www.calisunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: FLB150016 DRAWN BY: LOT CHECKED BY: GB DATE: 03/23/16 SCALE: AS NOTED CAD I.D.: SD3 r PROJECT SITE CONSTRUCTION ]CLANS FOR T�T� }}��TT LL➢JL�IGHTWORK REAL ESTATE LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA `r• $`BOHLER mm E N G I N E E R I N G 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571.0280 Fax: (561)571.0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LG260DO651 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: D e 1 L x:\261s\FlBlsools-PRue M9A a RaxFSA\DRAWMZ\rLAN s \FUBIWlsso4.M Pn,,o Br: MUM 1.17.17 0 520 w UST SANEn By. cAla US LOWEST FINISH GRADE: 12.50 W W P - Ing 3 STORM MAINTAIN MIN. COVER STORM / �\ v Lin tY ED Z p MIN. A940-RN042-A1052-AL-PIN-UM DRAINAGE MIN. DRAINAGE U.S. FOUNDRY RING AND COVER, o A A z D. m (SEEDETA WSITRUCTURE Is DRAWING No 4�C(0; '° SF�e- NOTES O Z CO Q O= - 1 L.- SEE DETAIL APPROVED EQUAL 0 1■T W Z LL 15° PERFORATED RCP PIPE GROUT OxR`}�. �IJ ALL WELDED ALUMINUM CLUSTER WITH 42DIAMETER PINWHEEL TABLE WITH UMBRELLA HOLE 'd' Rrw�aH qg 22 3/4" .. , r a r` [.r Q Z E E BRICKTOGS MIN M1 % - ° BACK: WATER1Ef TO MATCH{RESTON CHAI R a O W Q S Q O € " SOLID PIPE N U.S. FOUNDRY (2)COURSES MINIMUM 1j Y SEAT: DISHED ALUMINUM WITH WATERFALL SEAT SPECIFIED FRAME AND COVER TOP:42" DIMETER R NWH EEL ALU M INUM TOP WITH 2" DIAMTER UMBRELLA HOLE GQy ®0®04P 1 STD. PIPE (4) COURSES MAXIMUM LENGTH LETTERING b F BRICK TO BE RED ROMAN "UMBRELLAHOLE PLUGGED•gV1 WI NO HOLES PAINT: RAL344/90319 +RAL49/01234,(GLACIER ICE F CLEAR COATI Q�Q ST ELISLESS Pq TRAP VARIES - Sinn vnn B 'A' `: 'B' D' a F 3l4'WASHED ROCK PLAN ��'` - GLIDE BOLTDOWNTABS aonoonn nnondn W p ELEVATION SECTION COVER nnonnno nnnnn " HOLES FOR PIPING SHALL ! p Z 9bn°a o^c y BE 6' LARGER THAN PIPE ADDITIONAL REINFORCING BARS- '� -'s a a = g F1 LOWEST FINISH GRADE: U.50 O°9P"" " O.D. AND SHALL BE CAST SIZE'H' - �' W a -Z QU W r5.50 DETAIL > : ATTIME OF FABRICATION. PLAN N� .�-•,U., Q W W U1 Q 2215118' y r b t• STANDARD HOOKS TIED IS' C�•7 i-7 I") P4 a. GC Q= W, Z z y 10., 03•QUWCWLLl O O WH IIwUNDER BASE STEEL ZaNKQyFBU MIN. 'f -j, f i tf T2L" - j 1° SEASONAL ,�'o i GH A.V.D. TER L 1/2 $ECTIF, 0 'D 2472° ° { 1}w sj I.E-e.5NA-ASECTION A -A ---. U0.Q.,00 Pq _BUT. ELPE "A" "B'°"-D' 'E' -P TYPE 'A' "C° 'G" 'H' 35 ti 3 pW ED Z.]� YY15 'PERFORATED RCP PIP 1O 314' Wr l4 4'-V 0 8" B' # 4 012" C.CE.W. # 4 @ 12" C.C.E.W. 6'-4" 0 M4 4'-01 0' 5-4" 0 # 4 @ 6" C C.E.W. U W W Q) m m K PLAN $ NOTES: NOTE: FL5 51-V0 B" 8" # 5@12"O.C.E.W. # 5®12°C.C.E.W. T410 WE 5'4°0 8° 6'4"0 # 5@8'CCE.W. - - -1_ Z^� Q W OO} O} 1. PIPES SHALL CONNECT TO ADDITIONAL CATCH BASINSAS REQUIRED. W', a Gl O W W� 2. BALLAST ROCK SHALL CONSIST OF 314- WASHED ROCK AND BE FROM FRESH WATER WASHED FREE OF DELETERIOUS MATTER 1. RING AND COVER TO BE TYPE U.S.F. No. 420C FI6 8'-0"O 8" 8" # 5�1Y C.GE.W. # 5�fi"C.CE.W. 0'4'0 M-8 8'-0"0 B" T4"O iN 5®6'C C.E.W. iQa OZmZZZ S. TRENCH TO BE LINED WITH AMOCO PROPEX 98460ft APPROVED EQUIVALENT TYPE FILTER FABRIC. OVERLAP TRENCH LINING MATERIALAMINIMUM M-7 T-0"0 8' 8' #,5®1YC.C.E.W, # 5®6"CO,E.W. B'-4'0 M-7 T-0"0 8° 81410 # 5®6"CQE.W. ^t ,^" DATE E'CD REV BY APPROVED CLIENT BRECOINC. OF TAT TOP OF TRENCH. CLOSE ENDS AND STRAP AROUND PIPE. 2-W.W.M. w/4 # zy o 4. IN AREAS OVER TRENCH WHERE THE FULL ROADWAVSECTION CANNOT Be CONSTRUCTED, THE AREAABOVE THE TRENCH SHALL CONSIST ENTIRELY 0 8'-0'0 10- 10" # 5@G'CCE.W. 10'-8"0 M-B 8'-0"O 10' 9'4!'0 # 5(j 8'CCE.W, "Jim1'^^""" LOCAi ION MILLVILLE, NI �C BE $ 1Y C.C. VERT _............... .............. L--..-.. YY . OF LIMEROCK BASE (LBR700} .DESIGN GROUP - DESCRIPTION 4SL4TROUND PRESTON CLUSTER �� EX]FILTRATI®N TRENCH M[ANH®LE FRAME DETAIL PRECAST CIRCULAR DRAINAGE MANHOLE PRECAST CONCRETE -TOP SLAB FOR DRAINAGE MANHOLES D2PEB 2 ILLUSTRATION _ BN MAT€TITRE ALL WELDED ALUMINUM a � � SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE REVISIONS .. NOTES: REV DATE COMMENT BY A940-RND42-A1052-AL-PIN-UMB-3ST BACK WATERJET CUT TO MATCH PRESTON CHAIR ■�' SEAT: DISHED ALUMINUM W/SANODOLLAR DRAIN HOLES PER COUNTY TOP: DESIGN TO ACCEPT A 30" DIAMETER TOP BY OTHERS : CLW 073-A1O52AIAL 1 05/27/2016 ICG (.!\ PAINT. STANDARD PAL CONCRETE SIDEWALK COMMENTS [j 1 GLIDE. CUSTOM ADJUSTABLE SCREW -IN GLIDE (FAT FEET) U.S. FOUNDRY FRAME &GRATE NO. A ' ' NOTES: COMMENTS 4165B209(OR APPROVED EQUAL) ALL WELDED ALIMI NU M CONSTRUCION a d e as s a PER COUNTY 2 07/26/2016 SMT RIM. ELEV; (SEE PLAN) BACK: WATERIET CUT TO MATCH PRESTON CHAIR s ^' PER COUNTY GROUT + SEAT: DISHED ALUMINUM WITH WATERFALL SEAT A G :' c r s 3 09/13/2016 SMT * s , e,,',° COMMENTS TOP'. 42"DIMEIER PINWHEEL ALUMINUM TOP WITH 2" DfAMTEA UMBRELLA HOLE , a w 4 a d , m. , 4 w °'" a 4 12/01/16 PER COUNTY CMM `UMBRELLA HOLE PLUGGED' N I 19"OEPPH ev PAINT: RAL344/90314+RAL49f01234 (GLACIER ICE+CLEAR COAT) I�T- e .Atl<' •. �' b, � COMMENTS a � - 8R1CKURSE9M MINIMUM 10'WIDFADA 82 GLIDE: SOLTDOWN TAM PLAN _ I COMPLAINT nHen (4) COURSES MAXIMUM - 24 .T BRICK TO BE RED ROMAN - WI NO HOLES -D' ADDITIONAL REINFORCING BARS SIZE"H" z RAISED LANDSCAPE _ M HOLES FOR PIPING SHALL BE B'LARGER PLAN o THAN PIPE O.D. AND SHALL BE CAST AT TIME t-. 70, PLANTER(TYP.) OF FABRICATION. G n.. x v STANDARD HOOKS TIED UNDER BASE STEEL LP T A SECTION A -A SECTION A -A .,..-..._ Z&B " " ARA 35 .TYPE W C. CLEARANCE - HO KNOW LI T'S APE 4-0.0 8° 8' # 4 @ 17 C.C.E.W. #4@ITC.CE.W. 61410 C4 5'-00 8" 8'4-0 #5@0'C.C.E.W. I nL 4'YELLOW PAINT I\NOVA ALWAYS CA BELOW C.5 540 618' #5@1Y C.GE.W. #5@IT C.CE.W. 740 - -- STANDARD PARKING SPACE DETAIL � ALWAYS CALL 811 IG C-6 6'-010 8" 8' #5@IT C.CE.W. #5@6'C.CE.W. 8'4'0 CE 6'-0°O 8' 7'4"0 96@6'C.C.E.W. _ ._.. -- ----- T ----------- �IJACENTTO BUILDING) '�' f � • D _ ___-_ FORE YOU •" DAT£ ECO R€V. BY APPROV6U CLIENT BflECOINC .- - -- �-,. --- C-7 T-0"0 B" 8'4"0 #5�6'0.C.E.W. W" """"` IncanDN: MBLVIILE NI DATE REV. BY APPROVED CLENT: NOT TO SCALE % It's fast, Its free. its the law. F7 T-0'O 8" B' #50 IT C.C.E.W #5@V C.C.E.W. 9'4'0 ....... -._ __-_ -__. _ _-.. ._ ---. ---. ..... T. W..,,..,. __I LOCATION: RESIGN GROUP DESCRIPTION. 3 SEAT ADA 42' ROUND PRESTON CLUSTER GB 8'-0"0 10' 10" 2-W.W.M. wI#4 #5@6"CE.E.W. 10'-T0 C-8 8'-0'0 70' 9'd"0 #5�8'GCE.W. _____ .___ -_.... DFsn VnNOIT oasePlPrzoN: 1Y C.C. VERT oIP4 "_. °.- 2SEAT PRESTON CLUSTER UNIT www.callsunshine.com 02FE812 ILLLSrBATION RN MATERIAL ALL WELDED ALUMINUM i --- - - _. _......__.. L.. -... LOMAR04 1IJ,USTRATION KID ! MarERZAL', ALUMINUM PRECAST CIRCULAR CATCH BASIN PRECAST CONCRETE -TOP SLAB NOT APPROVED FOR SCALE: NONE SCALE:; NONE CONSTRUCTION GRADE GRADE RDRAWN BY: FL8150 OP. WAWA TYPE _ 1-#4 CONT. LOT F-1 CURB(TYP.) PRE=CAST WALL TO =_- PROJECT MATCH ARCHITECTURAL CHECKED BY: GB PROVIDE SAFE TRENCH FINISH OF BUILDING & SLOPE PER OSHA FIGURE 7-31 SITE PLAN DETAILS. SATE: 03TED REQUIREMENTS II SCALE: AS NOTED 6"M LAYERS CAD I.D.: SD3 SEE NOTE 6 ORAPPROVED 1 _METHODTO II PROJECT: ���� ACHIEVE ti ROW LMe PRE -CAST FINISH COMPACTION- -.._. _.._.._.._.-_._._..-..-._.._.. _.._ ._.._ ._.. _.. _. _ MAINTAIN TRENCH }�T WIDTH 10' 2'Flscige, typical, (30"inches 60 hax'AM I Sed ion II CONSTRUCTION STRUCTION SPRING within one }ear) in front Of all LINE VAI Sections. Street Length before Jog ����� MAXIMUM WATER LEVELALLOWABLE II #4 QB" O.C. DURING CONSTRUCTION 8'MAX LAYERS 5' J inVVhII Sections @ FOR TO ACHIEVE 90% �•.�_. _. _ -_ ._. _. _.. �.. _. _ ._. _-. _. _'"_' _' _' _' _ 4 COMPACTION - IN. ir HAUNCHING , { ( �} {/'�� BRIGH °WORK BEDDING _ ZONE JbJILJ+ MATERIAL 12" PIPE 72" UNDISTURBED � }�; �j j[� }� 'T°�? O.D. SOIL 4' WHITE PAINT 6" MIN. WALL HEIGHT IS �JC:ed )1� JL-e��Cll JL JL'e TRENCH j 3'mim from par stall, REQUIRED TO BE PRE -CAST CONCRETE WIDTH STANDARD_ PARKING SPACE DETAIL (SEE PLAN) P PROP. II NOTES: NOT TO SCALE j Tress (iyp.} IrxID'ngg�s wa'hmg MEASURED FROM THE 6 FT WALL AND DECORATIVE - EX. GR. EL. VARIES HIGH FROM THE COLUMN CAP. 1. WHERE SOIL CONDITIONS GAN NOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED II MEANS OF CONSTRUCTION. �- 24" SHRUB HEDGE FINISHED FLOOR 24„ COLUMNS TO BE 20' O.C. LOCATION OF SITE 2. BEDDINOMATERIALSHALL CONSISTOFWELL GRADED ASTMC33#67ROCK (314"TONo.4) ; T}'P. 2' wiieaalumn mhinLm. AND LNG MATERIAL IA SPRING LINECONSIST PIPE. C Cllumn is to be 6" li=g t lian the INSTALLED 30" O.0 ELEVATION&NOT MAX. AND 24" IN WIDTH. wall top, withdecoratiMecap. IISO TO EXCEED 8FT. WIDTH NE PRIMA VISTA BLVD &SE 3. BACKFILL MATERIAL SHALL BE FREE OF MUCK, STUMPS, ROOTS, ROCKS OR OTHER MATERIAL (30"WITHINiYEAR) FLORESTA DR UNACCEPTABLE TO ENGINEER. 4. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. i #4 4 O.C. I' p /•. 5. REFER TO SPECIFICATIONS FOR EXCAVATION IN MUCK OR OTHER UNSUITABLE MATERIAL. PROP, TYPE LAI, LFLxIE COUNTY F-1 CURB (TYP.) + � Commercial Parking Lot or @u ild ing krea 3"C.L� ~J P 8. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. _= FLORIDA 7. MECHANICAL COMPACTION NOTALLOWED BELOW THIS LEVEL (WITHIN IT OF TOP OF PIPE). S. THOROUGHLY WORK IN AND TAMP THE BEDDING MATERIAL IN THE HAUNCHING ZONE BEFORE I 4 - #3 CUNT. PLACING AND COMPACTING REMAINDER OF BACKFILL. • • TRENCH DETAIL LANDSCAPE WALL ELEVATIONBOHLER SCALE: LANDSCAPE WALL SECTION ;E x G I x E E R I N G .L NS. N.T.S. PRE -CAST WALL DETAIL (FOR REFERENCE ONLY (FOR REFERENCE ONLY) A NOT TO SCALE ) 2255 GLADES ROAD, SUITE 305E 1z 5 BOCA RATON, FLORIDA 33431 Phone: (561)571.0280 NEOPRENE GASKEE SOLID TOP (SEE NOTE #1) 3" x 1/8 FLAT BAR Fax: (561) 571.0281 (SEE NOTE #3) o TOP AND SIDES CONTINUOUS WELD FLORIDABUSINESSBUSINESS 4C MD. 2600 CAP. o o WITH 1/2' MOUNTING HOLES HALF PIPE LANDSCAPE ARCHITECT BUSINESS IC. N° C28000551 1/2 ROUND `I`Iintl itjflj7 CORRUGATED ALUMINUM PIPE ; S``�` @ /.(! 7ir FLOW 24" ROW o o l'T O))� MIN. IN F a NEOPRENE ......... O° �SEEAIN. > m _ a A" WHITE PAINT /° GASKET TYP. _"° 2 SPECIALTY PARKING SPACE DETAIL (( y (SEE NOTE #3) ffff' SH °° NO. °o - 0 o e NOT TO SCALE TOP VIEW OPEN BOTTOM SEE NOTE 7. RECTANGULAR STRUCTURE " �rSyATE OF o�<U`' SIDE VIEW FRONT VIEW % �tSRtOP� ROD. WAWA TYPE NOTES: F-1CURB (TYR) \ •, �ONAt- ��` 6�-It-n PIPE W1 W2 T H I. AS SHALL BE WELDED TO CLOSE OPENING A°TAUGTHE T P.PIPE flt l+llllltll}IN DIA. (IN) (IN) (GAUGE) (IN) 2. THE BOTTOM ELEVATION OF THE POLLUTION RETARDANT 15" 21' 21" 16 VARIES BAFFLE MUST BE AT LEAST 2' BELOW CON1R0 lEVATION. 18° 24' 24' 18 VARIES 3. NEOPRENE ADHESfVE BACKED GASKET, OR APPROVED SHEETTITLE EQUAL (7" x 2°) SHALL BE INSTALLED ON THE SIDES 21" 30' 30' 16 VARIES AND TO OF ALL BAFFLES. 4. POLLUTION RETARDANT BAFFLE TO BE FASTENED IN 30" 36' 42" 18 VARIES PLACE WITH 3/B"xb' STAINLESS STEEL 'RED HEADS'. CONSTRUCTION 30" 38' 42" 14 VARIES OR APPROVED EQUAL. l'` J' JIL 5. ALL RETARDANT TRENCHES SHALL HAVE A TNT TO ON TOP VIEW 36' 42° 48" 14 VARIES RETARDANT BAFFLE AT EACH CONNECTION POINT TO A ROUND STRUCTURE � 42" 1 48" _5471 14 VARIES CATCH BASIN (SEE EXRLTRATION TRENCH DEEAIL). 10, 48° 54" 60° 14 VARIES 6. FIBERGLASS BAFFLES ARE NOT PERMITTED. 7. MOUNTING BRACKETS MAY BE ADDED TO FLAT BARS TO DETAILS 54° 1 60' 66" 14 VARIES EASE INSTALLATION IN ROUND STRUCTURES. SPACING TO t. NECTANDUCR 51RUCNRE MATCH HOLES IN FLAT BARS. 2. ROUND SfRUCNRE T� T� SHEET NUMBER: P®LLIIJ�T TI®N RETARDENT BAFFLE DETAIL 4r WHITE PAINT D - 2 SCALE: NONE STANDARD PARKING SPACE DETAIL (SEE PLAN) NOT TO SCALE H:\2015\F1Bf 50016-PAIW N A & Fl.g65M�0AAMNCS�PUN SnSVIB150016SIALM PR IEB ff. CMOMBRE 1.17.17 0 5a1 PN wT 84MB Br: CucuWw WAWA PAVEMENT DETAILS STANDARD DUTY ASPHALT PAVEMENT OPTIONS: SELECT ONE. TO BE DETERMINED BY SITE GEOTECHNICAL ENGINEER ® FOR SANDY AND GRAVEL SUB -GRADES FI FOR CLAY AND SILTY [I FOR SUB -GRADES CAPABLE OF ACHIEVING A LBR OF 10 SUB -GRADES CAPABLE OF CAPABLE OF ACHIEVING A OR GREATER (SN OF 2.60) ACHIEVING A LBR VALUE OF LBR OF LESS THAN 6 (SN 6 TO 10 (SN OF 3.04� OF 3.30) SEE APPROPRIATE ASPH SEE APPROPRIATE NCRETE 1 1 2" FOOT SP 9.5 1 3/4" ASPHALT 1 1/2" FOOT SP 9.5 SUBGRADE WITH LESS THAN 6.0 SECTION SECTION BELOW / CONCRETE, FOOT LBR WILL REQUIRE A SPECIFIC LEFT TL-B ASPHALT TL-B ASPHALT SUBBASE AND PAVEMENT DESIGN. SP 12.5 TL-B BASE: 1. FOOT SHELL ROCK, BANK RUN SHELL, LIMEROCK, CRUSHED CONCRETE OR CEMENT KIIAXIIA COQUINA BASE. LBR-100 2. BASE TO 12" FOOT TYPE\B \ 8" BASE MIN LBR-100 WAWA SPECIFICATIONS FOOT, GEOTECHNICAL REPORT & 24"12" FOOT TYPE B /\ \� \ STABILIZED SUBGRADE REP�" STABILIZED SUBGRADE LBR 12" FDOT TYPE B 8" BASE MIN LBR-100 LBR 40, FDOT 160-2 40, FOOT 160-2 STABILIZED SUBGRADE FOOT D160-2 ASPHALT TO CONCRETE NOTE: TO BE CONSTRUCTED PER FOOT SPECIFICATIONS (SECTIONS 330, 351, 200, & 160), GEOTECHNICAL ENGINEERING REPORT, AND TRANSITION DETAIL WAWA SPECIFICATIONS NTS STANDARD DUTY ASPHALT PAVEMENT TYPICAL CROSS SECTION NTS 4" CONCRETE (MIN 3500 PSI) WITH 6" CONCRETE (MIN 4000 PSI) WITH f 8" CONCRETE MIN 4000 PSI FIBER REINFORCEMENT FIBER REINFORCEMENT WITH FIBER REINFORCEMENT ) � \- 12" FOOT TYPE B STABILIZED SUBGRADE ` � � ' �"' SUBGRADE LBR 40, FOOT 160-2 LBR 40, FOOT 160-2 12" FOOT TYPE B STABILIZED (PETROLEUM CONTRACTOR TO EXCAVATE SUBGRADE LBR 40, FOOT 160-2 AS REQUIRED AND REPLACE WITH (PETROLEUM CONTRACTOR TO BACKFILL AS SPECIFIED ON PETROLEUM EXCAVATE AS REQUIRED AND PLANS) REPLACE WITH BACKFILL AS SPECIF D 12" FOOT TYPE B STABILIZED NOTE: TO BE CONSTRUCTED PER FOOT SPECIFICATIONS ON PETROLEUM PLANS) NOTE: TO BE CONSTRUCTED PER FOOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT NOTE: TO BE CONSTRUCTED PER FOOT SPECIFICATIONS STANDARD DUTY (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT CONCRETE SIDEWALK CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT TYPICAL CROSS SECTION NTS TYPICAL CROSS SECTION NTS TYPICAL CROSS SECTION NTS CANOPY AREA, LOADING ZONE & PARKING AT BUILDING TANK FIELD AREA 1/2" SEALTIGHT SNAP CAP TO BE 1 1/2" DEEP TOOL FILLED WITH FUEL RESISTANT CAULK JOINT TO BE FILLED STRUCTURE AFTER CURING WITH FUEL 1/2" ASPHALT IMPREGNATED 1/4" MAX. RESISTANT CAULK-►11�1/4" MAX. OR RUBBER EXPANSION I II d MATERIAL �-Ll . ae a e a • e .° a a a d°° d .° as d 1/2" DEEP TOOL JOINT. KEYWAY F�� TO BE FILLED WITH FUEL A. RESISTANT CAULK. ISOLATION JOINT DETAIL CONSTRUCTION JOINT DETAIL CONTROL JOINT DETAIL AT STRUCTURES SUCH AS GAS ISLANDS, BUILDING CANOPY COLUMNS, ETC. NOTE: SEE ARCHITECT SPECIFICATIONS POR COMPLETE CONCRETE DETAILS CONCRETE JOINT DETAILS 2" TROWEL EDGE (ONLY WHERE CALLED OUT IN PLANS) 1 1/8 " RADIUS (TYP) 1 1/2 " MIN.J SIDEWALK 1/8 " HAND TOOLED CONTRACTION JOINT NOTE: CONTRACTION JOINTS TO BE SPACED AT A WIDTH OF WALKWAY OR A MAX. OF 10'. CONTRACTION JOINTS NTS 2" TROWEL EDGE (TYP. BOTH SIDES) (ONLY WHERE CALLED POURED JOINT OUT IN PLANS SEALER 1/8 "RADIUS (TYP) 1/2 " PREMOLDED ASPHALT - \-SIDEWALI IMPREGNATED JOINT FILLER NOTE: EXPANSION JOINTS TO BE SPACED AT A MAX. OF 30', EXPANSION JOINTS SIDEWALK DETAILS NTS 1/2 "RADIUS (SEE PLANS) 1/2 "NEOPRENE JOINT ON ALL EDGES ASPHALT IMPREGNATED (ADJACENT CURBING & BUILDING -SEE PLANS) SEE CONCRETE SIDEWALK TYPICAL CROSS SECTION NOTE: TO BE CONSTRUCTED PER FDOT INDEX 310 & FDOT SPECIFICATIONS (SECTION 350) SIDEWALK WAWA S G N A G E/ S T R P N G DETAILS REV. OCTOBER 16, 2012 FASTENED WITH C ACORN NUT AIR PUMP EMPLOYEE LEGEND AND BORDER - PARKING SIGN SHALL RED RBE R7-8OUND - 1� PARKING (12"X18") ONLY ONLY FASTENED WITH ACORN NUT FASTENED WITH ACORN NUT LEGEND AND BORDER - RED6" WHITE STRIPE BACKGROUND - WHITE SIMACED 3.5' APART SHALL BE R7-8 (12"X18") FASTENED WITH ACORN NUT HANDICAP PARKING SIGN (SEE DETAIL) H.C. PAVEMENT SYMBOL (TYP.) U a m m m m m m Q N Q (_/ 7 o ? GALVANIZED o ? GALVANIZED 6" 6" 6 6" 6" 6" le BREAKAWAY STEEL ° BREAKAWAY STEEL CIL U POST a U POST STRIPING, SPACING, AND CURB RAMPS SHALL COMPLY WITH THE LATEST STATE OF FLORIDA ACCESSIBILITY CODE & FDOT STANDARD INDEX 17346. SIGNING REQUIREMENTS SHALL FOLLOW FDOT INDEX 17355. NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. NOTE: ALL SIGNS TO USE ACORN BOLTS. AIR PARKING SIGN EMPLOYEE PARKING SIGN HANDICAP STRIPING DETAIL NTS NTS NTS All Letters REV. JULY 26, 2012 r�— i—i--i—i——I —� CONSTRUCTION I T JOINTAT 1- SIDEWALK/ PARKING I CONTROL JOINT AT INTERFACE (SEE CENTER LINE OF DETAILS) I t PARKING STALLS PARALLEL TO SIDEWALKIPARKING ISOLATION JOINT AT I INTERFACE BUILDING PERIMETER (SEE t DETAILS) CONTROL JOINT -SPACING I TO BE 16 MAX. I + �-4—I— +----�—I—J ASPHALT TO CONCRETE JOINT LAYOUT DETAIL TRANSITION NOT TO SCALE V Series C 1" Spacing Between Lines of Text FTP 20-06 1' x 1'-6" 2" Radii 318" Border 1" Series C Legend color Background Legend and Border Top White op Bottom White Black 9" CENTER OF BOLLARD 9" MIN. FROM EDGE OF POUR FACE OF SIDEWALK ADJACENT SURFACE -� PLASTIC COVER BY IDEAL SHIELD ALL COVERS TO BE WHITE 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCHEDULE 40 PVC SLEEVE CUT 1" BELOW FINSIHED SIDEWALK ELEVATION CONCRETE & SUBBASE VARYING THICKNESS WAWA GENERAL DETAILS MADE OF ROLLED ALUMINUM: 1 1/2" SCHEDULE 40 ALUMINUM WITH 1 7/8" O.D. STANDARD y US: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHI: 46" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 STANDARD BICYCLE RACK DETAIL NTS CONCRETE ENCASEMENT SUBGRADE a" PLASTIC COVER 6" COMPACTED -PEA GRAVEL BY IDEAL SHEILD 6" SCH. 80 PEA GRAVEL BED 18, ALL COVERS TO BE WHITE STEEL PIPE AUGER 13 E NEOPRENE TAPE " M CONCRETE AREAS M 10" SCHEDULE 40 6" SCH. 80 4" TOPSOILr_,� PVC SLEEVE CUT STEEL PIPE WITH TOPSOIL PLASIC COVER BY IDEAL SHEILD NEOPRENE TAPE UBGRADEALL COVERS TO BE WHITE 10" SCHEDULE 40 CONCRETE PVC SLEEVE CUTENCASEMENT BITUMINOUS FLUSH W TH FINSIH RAVELPAVING & BITUMINOUS ELEVATION 6' COMPACTED SUBGRADE PEA GRAVEL BEDT.CONCRETE SUBGRADE A GER BO E ENCASEMENT LANDSCAPED AREAS STANDARD SPACING PEA GRAVEL 6" COMPACTED PEA GRAVEL °`"":1'L' BED ll" PVC SLEEVE CUT COVER EMBEDDED FLUSH WITH FINISH }" INTO SEALANT A GER BO E E ELEVATION OF BITUMINOUS AREAS BITUMINOUS/TOPSOIL 1" SIKAFLEX PEA GRAVEL 1C SL SEALANT 1/2" BELOW BITUMINOUS 1 HANDICAP SPACE CUT 1" BELOW FINISH INTO PAVING & _ II— CONFIGURATION FINISHED SEALANT SUBGRADE 4" TOPSOIL SIDEWALK ELEVATION 1" SIKAFLEX CONCRETE CONCRETE - ENCASEMENT 1C SL ENCASEMENT '. POURED FLUSH SEALANT POURED FLUSH TO SUBGRADE 0410 TO SUBGRADE 3" NON -SHRINK 3" NON 10" SCH. 40 GROUT SHRINKPVC SLEEVE GROUT CONCRETEENCASEMENT BITUMINOUS LANDSCAPED 'CAULK GROUT /CONFIGURATION DETAIL 2 HANDICAP SPACE 10" S PEA GRAVEL FOR LANDSCAPED & PVC SLEEVE 6" SCH. 80 BITUMINOUS AREAS STEEL PIPE GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS BOLLARD DETAIL ("DOT FY 2016-17 ter"-- DESIGN STANDARDS /.5" All Letters a —� 7.5" Series C B I" Spacing Between Lines of Text m r PARKING BY i"c 3 r' FT P- - 2J 06 DISABLED I'c Ei r-6' x z'-e' ]' g Z Radii %' Border PERMIT 5" series [Legend to Color ONLY !� Background Legend and Border I Top Bottorn 12" � � Blue White White Black 2.5" �] 3" -2.5" 3.25" 11 5 1 3. I"-i 6 y i —1 5' mI.5,P, — I-*-- ►1 I l s 3.85" 10.3" 3.85" INDEX SHEET SPECIAL SIGN DETAILS N5 ro, 17355 2 of 11 5' 4.25' 10 - - ' 5 F, 4.25' 4.25' REV. FEBRUARY 7, 2014 WHITEVINYL CAP STAINLESS BOLTS (TYP) 10"X 7" WHITE ALUMINUM SIGN WITH RED LETTERS EMERGENCY PUMP SHUTOFF BUTTON 4X4 PRESSURE TREATED POST SLEEVED IN WHITE VINYL CONDUIT EMERGENCY PUMP SHUTOFF DETAIL 2'-11 1/2" (TOP OF PIPE) VARIES TOP COVER PHOTO CONTROL NTS _T LAMP row �I of I I Din Din NN NN , SELECT ONE. TO BE DETERMINED BY LIGHTING CONSULTANT. ❑20' HEIGHT ❑25' HEIGHT HANDHOLE W/ COVER MIN. * NOTE: PROVIDE 6" 1/2"0 X 15" L IDEALSHIELD (WHITE) BOLLARD 0 SITE LIGHT ANCHOR 0 PARKING SPACES AS BOLTS DIRECTED BY WAWA PROJECT ENGINEER. x a g io S-O" MIN* 1'-0" MIN FINISH GRADE CONCRETE CURB 24"0 SONO TUBE WITH 5'-0" TYP. BELOW GRADE 4 - #6 BARS, VERT. (MAYBE 4'-0" FOR SOIL W/ SOIL COHESION n 125 PSF) CONDUIT AS 3.625' REQUIRED #4 TIES 0 6" O.C. MAX.; PROVIDE 4 — #4 TIES 0 3" O.C. AT TOP OF PIER NOTE: THIS DETAIL IS NOT CERTIFIED, FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO PROVIDE SHOP DRAWINGS CERTIFIED BY STRUCTURAL ENGINEER. LIGHT POLE WITH 1 STANDARD ANCHORING DETAIL NTS 4.25' 3.25�'' 3.25' 4.25'' 5.5' 155.5' I NTSX IN 3 HANDICAP SPACE CONFIGURATION IN GIx & V. 10' 5' 12' NOTE: ALL DIMENSIONS MEASURED TO CENTER OF BOLLARD. BOLLARD SPACING IS 5' UNLESS OTHERWISE NOTED. BOLLARD SPACING DETAIL NTS ADA CONSTRAINED DIMENSION 10" NOTE: SIDEWALK RAMPS TO MEET ADA, FOOT DESIGN STANDARDS, AND MAX LOCAL SPECIFICATIONS. EXCEL AIR MACHINE ADA DETECTABLE CURB WARNING DETAIL .76 MODEL #SC05 ADA DOME TOOL DESIGN - STAMPCRETE INTERNATIONAL. BOLLARD (TYP) (SEE o NTS DETAIL) M CONCRETE PAD BOLLARD (TYP) (SEE (SEE STANDARD DETAIL) DUTY CONCRETE DETAIL) SLOPE TOWARDS N ASPHALT in Cd CURB ASPHALT m yI • " o J� My M " 10" PVC SLEEVE 24" " I io t6. y' 9.75" 6" BOLLARD W/ COVER CONCRETE PAD CURB ,�:'' 48"W X 36"D X 6" to SIDE ELEVATION I. 11"-{ ?' —f 32" III i PLAN VIEW FRONT ELEVATION AIR PUMP STAND NTS �W � �q� a V FrWn 5c7 z o p z UO w¢=kLLO g6- WE ~m'.z�wo=ga tc 1 ¢� �® �ry p,a Ow¢ x¢U ryCCO ZVKUHN F4 J'5 ♦ADO.♦ wm on 01 2 z C7�F z o Z fzl WFr��"j� ¢a= g F5 z „�,V aYZU pK 0@ M,� xL" 4wwug g¢� f��77 a0g 3-<0 WW sm P acncvW, w>6O Ow z p 0 E. U „ x w 0 w¢ Orz ' a m m m o 2aa Y Ua o & o W 0 z¢.dIZz��N � CWm �¢g zo00w 0. Owww 25 = z m z z z g 9. Q] m am REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 12/01/16 PER COUNTY COMMENTS CMM KNOW WHAT'S BELOW ALWAYS CALL 811 el• BEFORE YOU DIG I Ili ' It's Past. It's free. It's the law, www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: FLB150016 DRAWN BY: LDT CHECKED BY: GB DATE: 03/23/16 SCALE: AS NOTED CAD I.D.: SD3 10 PROJECT: SITE ITE CONSTRUCTION PLANS FOR ]BRIG H[7CW®][ K REAL TESTA T E LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA tBOHLER r E N GII N E E R II N G 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571.0280 Fax: (561)571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No L026000661 �(,E BA ~ CE /rtttilittt,i SHEET TITLE: CONSTRUCTION DETAILS ILS SHEET NUMBER: D-3 6:\2015\R11I50016-PMW xSTA a 10RbrA\CRWINrs\FUN sRs\RBI56o16m..owc Mmto ar: CW WUS 1.17.17 0 511 PM W So?Eo BY. CMLTUNUS CONCRETE C( IN UNPAVED (SEE NOTE TOP VIEW 24" COVER IDENTIFIED WITH 48"X48"X6" CONCRETE COLLAR IN UNPAVED AREA (SEE NOTE #11) WORD "GREASE" (TYP) SOLID CONCRETE OR BRICK AS NECCESSARY 4" TWO-WAY CLEANOUT TEE (TYP) LID (SEE NOTE #9) IF IN AN UNPAVED AREA IF IN A PAVED AREA SEE DETAIL WW-05 (TYP.) CCESS BOX /COVER INLET ^ .:.3"MAX. 3"MIN. OUTLET 4" MIN. INLET OPENING 2r2" MIN. 4" MIN. INLET OPENING (SEE NOTE #4) WATER AND PREFABRICATED " LEVEL PIPE BOOT WITH S.S. t"MAX. CLAMP OR GASKET 42" (IYP) 8" HOLE MIN. STAINLESS STEEL , BRACKETS, SEE NOTE #7 8"MAX. NUTSEAND BOLTS (TYPICAL) Fes--- D SECTION VIEW NOTES: SEE SHEET 2 fnat�� MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 PHONE (772) 873.6400 FAX (772) 873.6433 GREASE, OIL, AND SAND INTERCEPTOR WAWA GENERAL DFTAH S DETAIL: WW.10 DATE: 2015 SCALE: N.T.S. SHEET: 1 OF 2 STANDARD DETAIL NOTES FOR GREASE/SAND/OIL INTERCEPTORS THESE NOTES ARE APPLICABLE TO THE STANDARD DETAIL SHEET WW-10A 1. INTERCEPTORS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN FLORIDA, IN ACCORDANCE WITH PSLUSD GREASE/OIL/SAND INTERCEPTOR POLICY, APPLICABLE BUILDING CODES AND STATE REGULATIONS. AN APPROVAL MUST BE OBTAINED FROM PSLUSD PRIOR TO INSTALLATION, DEVIATIONS SHALL NOT BE MADE WITHOUT PRIOR APPROVAL. 2. THE INTERCEPTOR SHALL BE BUILT OF PRE -CAST CONCRETE WITH A MINIMUM OF 4" THICK WALLS AND WITH PRE -CAST HOLES FOR THE INLET/OUTLET PIPES. SHOP DRAWINGS SHALL BE SUBMITTED TO THE PSLUSD FOR APPROVAL IF THE TANK IS NOT ON THE APPROVED QUALIFIED PRODUCTS LIST (QPL). 3. ALL PIPING SHALL BE A MINIMUM OF 4" PVC. 4. THE INLET AND OUTLET TEES SHALL BE LOCATED NO MORE THAN 4" FROM END OF THE TANK AND SHALL BE IN ACCORDANCE WITH ASTM C923-98, LATEST REVISION. THE INLET INVERT LEVEL SHALL BE A MINIMUM OF 2r ABOVE THE WATER LEVEL. THE INLET TEE IS NOT REQUIRED FOR SAND/OIL INTERCEPTORS, HOWEVER, IF USED IT SHALL NOT EXTEND MORE THAN 12" BELOW THE WATER LEVEL. THE OUTLET TEE SHALL EXTEND TO WITHIN 8" OF THE TANK BOTTOM, THE TEES SHALL BE SECURED TO THE TANK WALL AS PER DETAIL SUBMITTED BY THE ENGINEER -OF -RECORD AND APPROVED PSLUSD. 5. THE LIQUID DEPTH SHALL BE AT LEAST 42". 6. INSPECTION PORTS (TWO-WAY CLEAN -OUTS) SHALL BE INSTALLED ON EACH END OF THE INTERCEPTOR, WHICH ARE EASILY ACCESSIBLE FOR INSPECTION/SAMPLING. 7. A BAFFLE SHALL BE INSTALLED Y2 (ONE-HALF TO Ifs (TWO-THIRDS) v FROM THE INLET SIDE. THE FLOW BETWEEN THE TWO COMPARTMENTS SHALL E THROUGH AN 8" DIAMETER HOLE IN THE BAFFLE; THE HOLE SHALL BE LOCATED 12" FROM THE TA K BOTTOM FOR A GREASE INTERCEPTOR AND 16" TO 20" FOR A SAND/OIL INTERCEPTOR. A BAFFLE IS-1 S NOT REQUIRED IF MULTIPLE INTERCEPTORS ARE INSTALLED IN SERIES, HOWEVER, INSPECTION POR S SHALL BE INSTALLED ON EACH END OF THE INTERCEPTORS. 8. THE MINIMUM EFFECTIVE CAPACITY OF THE TANK SHALL BE AS REQUIRED BY THE PSLUSD. WHEN THE REQUIRED EFFECTIVE CAPACITY OF THE INTERCEPTOR IS GREATER THAN 1250 GALLONS, INSTALLATION OF TANKS SHALL BE IN SERIES, WHEN MULTIPLE TANKS ARE USED THERE SHALL BE A MINIMUM 4' SEPARATION BETWEEN TANKS WITH THE REQUIRED INSPECTION PORT INSTALLED IN THE CENTER. 9. THE LID SHALL BE AT LEAST 8" THICK. TRAFFIC LIDS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890-91, LATEST REVISION. 10.INTERCEPTOR SHALL BE PROVIDED WITH A MANHOLE OVER EACH COMPARTMENT FOR ACCESS TO THE INLET AND OUTLET TEES. THE MANHOLES SHALL BE BROUGHT TO GRADE AND FITTED WITH COVERS AS SPECIFIED IN THE DETAIL. 11, A CONCRETE COLLAR SHALL BE PROVIDED AROUND THE COVERS AND SANITARY SEWER CLEANOUT BOX WHEN THE INTERCEPTOR IS LOCATED IN AN UNPAVED AREA. GROUND SHALL BE SLOPED AWAY FROM THE INTERCEPTOR TO PREVENT PONDING OF STORM WATER. 12. ALL JOINTS, INCLUDING MID -SEAMS, RISERS AND LIDS SHALL BE SEALED USING A BONDING COMPOUND THAT MEETS ASTM C-990-96, LATEST REVISION. JOINTS AROUND THE RISER AND THE TANK SHALL BE SEALED AND MADE WATERTIGHT AND USE APPROVED JOINT SEALING SYSTEM. 13. INSTALLATION OF THE INTERCEPTOR AND ITS COMPONENTS SHALL BE PERFORMED BY A LICENSED PLUMBER OR SEPTIC TANK CONTRACTOR REGISTERED WITH THE FLORIDA DEPARTMENT OF HEALTH. 14. INSPECTIONS ARE REQUIRED BY PSLUSD AS PER THE UTILITY STANDARDS. AN INITIAL INSPECTION IS REQUIRED WITH THE TANK ABOVE GROUND. MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: WW10 CITY OF PORT ST. LUCIE REASE, OIL, AND SAND DATE: 2015 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 INTERCEPTOR SCALE: N.T.S. r<. PHONE (772) 873.6400 FAX (772) 873-6433 SHEET: 2 OF 2 APPROX. LOCATION OF ADA PATH 0 GROUND COVER WITHIN 18" OF TREE TREE (IF REQUIRED BY LOCAL o JURISDICTION) ,A 0 ASPHALT DRIVE d o ISLE L O e d 0 2' oa o Oo o STAMPED .. d 5' o oQp V IES CONCRETE d ASHPALT STAMPED o LANDSCAPE 'LANDSCAPEdDRIVE CONCRETE oPLANTER AISLE Qj o O g AREA d d! O. f' 2' "d ". . "Q .. ... 9 , TREE (IF REQUIRED BY LOCAL • 4 JURISDICTION d . e. •' STAMPED CONCRETE ) • SEE DETAILS FOR PATTERN ? "'` d a" da •° ASMINE. SEE NOTE d a4. d 0 0 0 010 ' ,tl' •.'d '1 .a°,q d WAWA TYPE B1 CURB WAWA TYPE 61 CURB PLAN STAMP TO MATCH ADJACENT SIDEWALK STAMP TO MATCH ADJACENT CONCRETE SECTION JASMINE 1. TO BE FULL PLANT, FLORIDA NO.1 GRADE OR BETTER,1 GALLON CONTAINERS 2. PLANT 9" ON CENTER SPACING, 6" MINIMUM LENGTH RUNNERS CORNER ISLAND LANDSCAPE DETAIL NTS CONCRETE PARKING BORDER PATTERN: "STACKED FINISH COVER MARKED "PSL SEWER" MATCH GRADE AND PAINTED GREEN FINISH GRADE \Z..z A/ p 2� ¢ p \ (6 A' e 00 N o 6"MIN. CONCRETE COLLAR W/ (1) #4 REBAR SCREW CAP/PLUG ACCESS BOX AND COVER z 6" RISER Lj �0 E1" 45' PVC ELBOW (SEER EERNOTEB#3)� Y /// \ �45° PVC WYE PVC PVC CAP AT_/ NOTES: TERMINUS 1. AN ACCESS BOX AND COVER SHALL BE USED. 2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. 3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW. MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: W W-05 CITY OF PORT ST. LUCIE DATE: 2015 900 S.E. OGDEN LANE SANITARY SEWER CLEANOUT PORT ST. LUCIE, FL 34983 SCALE: N.T.S. PHONE (772) 873-6400 FAX (772) 873-6433 SHEET: 1 OF 1 Dry =D11ADV 7 onle BRICK COURSE" COLOR: "BRICK TYPE" PATTERN: "BRICK HERRINGBONE" COLOR: "BRICK TYPE" FINAL COLOR TO BE COORDINATED WITH WAWA PRIOR TO INSTALLATION. NOTE: SEE STANDARD DUTY PAVEMENT SECTION FOR PAVEMENT DETAILS. STAMPED STANDARD DUTY CONCRETE DETAIL NTS WAWA CURB DFTAH S CONC. PAVT. " JOINT SEAL h' EXP. JOINT AND d PREFORMED JOINT FILLER d••.. REV. FEBRUARY 7, 2014 L I 6" yf►--12" -�-I ^ R2u � 3" R 614. �1L 18" WAWA TYPE F1 CURB CURB DETAILS NTS CONCRETE FLUSH SIDEWALK o WITH PARKING TREE (IF REQUIRED BY Oo LOCAL JURISDICTION) 0 p NO GROUND COVER WITHIN 18" OF TREE 0 o 0 o O0 18" 8, �U 4" STAMPED CONCRETE TYPE Bt CURB (BU CONCRETE PARKING o �Qg VARI S �N[ISCAPE o O TRUCK (IF ALLOWED BY LOCAL CODE) fi Cd PLANB:ER 0 p LOADING (3 �Q C) o 0 0 O O D O o LANDSCAPE AREA 18" - 4" STAMPED CONCRETE (IF ALLOWED BY LOCAIT CODE) WAWA TYPE 61 CURB TREE (IF REQUIRED BY LOCAL JURISDICTION) JASMINE. SEE NOTE qI J. PINE BARK MULCH TOP OF MULCH . .' . ' FLUSH WITH CURB ASPHALT WAWA TYPE B1 CURB SECTION JASMINE PLAN 1. TO BE FULL PLANT, FLORIDA NO.1 GRADE OR BETTER, 1 GALLON CONTAINERS 2. PLANT 9" ON CENTER SPACING, 6" MINIMUM LENGTH RUNNERS. PARKING ISLAND LANDSCAPE DETAIL NTS z ~ F W ¢ c7 o-� 5CU 2 z uapp wJikLL2 � 4F , �WQSaaj 5® (� �i 2UKU�=O .8 Ua 040404 _ Pam, z .a F w o B B < 92 as WW a zU .7 CW7a a¢N=wz 5 ==wo 0 0 z 5- o-I- OU a�v8i¢mr8 5� ♦40004 a U o 0 LL 0 w z a g z� g d u r'wj w agI '+Q Fw�2�22�2' 86 `^'la ozmzz awoz5 apa �-^ aH 1 4 REVISIONS REV DATE COMMENT BY 1 05/27/2016 PER COUNTY COMMENTS ICG 2 07/26/2016 PER COUNTY COMMENTS SMT 3 09/13/2016 PER COUNTY COMMENTS SMT 4 12/01/16 PER COUNTY COMMENTS CMM ®; KNOW WHATS BELOW ALWAYS CALL 811 • BEFORE YOU DI "�`''Y Its fast , Its free. Its the law. .�r www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: FLB150016 DRAWN BY: LDT CHECKED BY: GB DATE: 03/23/16 SCALE: AS NOTED CAD I.D.: SD3 PROJECT: SITE CONSTRUCTION PLANS T� FOR BRIGJL��TTTWORK REAL EST TE LOCATION OF SITE NE PRIMA VISTA BLVD & SE FLORESTA DR ST. LUCIE COUNTY FLORIDA BOHLER E RT Cr II N E E Y I TN G 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561)571-0280 Fax: (561)571-0281 FLORIDA BUSINESS CERT.OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LG26000551 No.7 g ik ''r' 11 a 11 �"�=12iH4t4Fi+ r SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: D-4 R\2015\RBI5001FMI A N A 3 10RESTA\gGYAxa\P SMrUhWIM.M RNRD f: Wpl4NIS 1.17.17 o Y21 IN L WED BY: CNCWNUS