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102 AQUATIC DR - TOWNHOME CIVIL PLANS q V :~ E � N M ° _ 4-0 bO^ o 0 a: U O V v •O 0 CM6 .J •u0� M E C $ \0 HYDROSTATIC RELIEF m OPENINGS REQUIRE in hw iw'rcloeed storage area bei cu 4 ••Ln D c $ Fbod Elevation (BFE) sWQ C •� M w a hm openings meeting FEMA 5k ,7 lo 7 11 1 1 NNW I I �ufQelirms.Atl construction beif ,� O� zo M shalt be of flood resistart en E w � materials as per FEMA guideli �. z CMZ E rL cc \oQ 0oo N . m t0 O O N N O � O a Z H 'a U W NO EQUIPMENT OR APPLIANCES ATLANTIC0 a BEACH FL SHALL BE INSTALLED BELOW z a ' THE ! ELEVATION. w W C 0 0 v •� O o a) z U Q a- 0 0 w > cn w D W rn (L) m PREPARED FOR � v O co O F_ TRIBRIDGE RESIDENTIALaa a a Z Z (n H 1575 NORTH8; IDE DRIVE , R 1 � -- z LLI ofBUILDING 100 , SUITE 200 O W W _J Z O GEORGIA 30318 V) _ ATLANTA, z Z W PHONE : (404) 367=6523O_ \ O O o W U Ix CL W W M U) O REVIEWED FOR MPLIANCE J o " COCfJDE Q OF A?LANTIG BEACH LL CITY p 3}; PERMITS FOR ADDITIONAL SEE — EMENTS AND CONDITIONS a-.s:{ ...;�"\� "��.,." R ��� S.-.,I� i; A'I•E' �� V { t �/��� • t Q c :a4t �G.fl` :�fGY�i " I�'�i..e..i�-i.,� A•�t ���.� Y t....-.. _.._ �� � — 3�� i �H4d�.i.� HiQ`' ��` 'L,,.,„, /� ��—./� �� �O��� � � � L.L z < �i•�a..a E.,J>,s� Q I ' I w _ ,....{ LJ t .;�_ P i,, �� %10 IBM LrA - rY il v 'i.JIx W W Q1 Z Z < 0 M, < �V IM < cm Ga 13 PROJECT LOCATION M .a DRAWING INDEX W .. L, ,x.� i.���.. � SHEET NUMBER SHEET TITLE Z F : � ; = aAl gab ata Y w ........ ...e. (' W gg sIiui ME "� 1 COVER SHEET .... N\ = • ,.w k.".3 � i ....iN3 F"...."¢ rte." —� F' O "".. .:t a.�.�.r.�, , � M � �'i • • • • 2 GENERAL NOTES � O ` cn �..{.. i i L 2` O id":�_ iLandsca e c 1 ec ure - �rEni i anning e e3 SITE PLAN t- z O }".`p .t..t`. � ....i{ ".0" 3'R y`i` ",i..Y•'V"� �. C't . - /1S j/j\• � i �.�_ 4 PRE-DEVELOPMENT DRAINAGE PLAN 0v ° CDS .� a § "...t �__� " a 5 POST DEVELOPMENT DRAINAGE PLAN +��r--- .•'' �' r" �. .�{. int ' d : E500�� 10060 SISINNER LADE DR. , SLIIT - as 3._ .��.2 e �r x�yya' "�a.£ "_ C��' ` a � � � ���,i� ���{��_ �� ..� ;- .1� PIER �..� � � PAVING AND DRAINAGE PLAN � > ��} i .�� ....."_."..... � ����: ..��.�..,..., 2246 FLORIDA 3 7 WATER AND SEWER PLANJACKSONVILLE, t rrr�""r4:t i 31, (904 ) 265-3030 FAX: (904) 265-3031 8A - 8C PAVING AND DRAINAGE DETAILS � � Project No.: 16-01-0006 .� VICINITY MAP 9 POND MODIFICATION SECTIONS .� Designed: Drawn: as C.A. NUMBER: 3650 L.A. NUMBER: LC26000311 10A 10E WATER AND SEWER DETAILS J.E.W. D.C.G. Checked: O.C.: Cr �.CWieng.001'Tl 11 CLEARING AND SEDIMENT AND EROSION CONTROL PLAN T.B.W. R.C.W. 12 STORMWATER POLLUTION PREVENTION PLAN Date: o 4 13A - 13B TREE MITIGATION PLAN NOVEMBER 12, 2015 r Scale: _ 14A - 14B LANDSCAPE PLAN 1 ## T -� Sheet • GENERAL NOTES: Cn Zoo o 4-0 cG b4...• 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF 25. CLEARING AND GRUBBING REQUIRED FOR ALI. ROADWAY, UTILITIES, DITCHES, AND BERMS INCLUDED IN 4. ALL DRAINAGE PIPES INSTALLED WITHIN ROADWAY RIGHT-OF-WAYS / EASEMENTS (PUBLIC OR 21. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN ;O •�M CITY STANDARDS (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS AND THE THIS PROJECT, AND THE CLEARING AND GR BBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE PRIVATE) SHALL BE TELEVISED BY A COMPANY OR INDIVIDUAL CERTIFIED TO PERFORM SUCH WORK. EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL O V O REQUIREMENTS OF OTHER AUTHORITIES HAVING JURISDICTION. THE WORK SHALL ALSO BE PERFORMED CONSIDERED AS PART OF THE PROJECT. TELEVISING OF DRAINAGE UNE SHALL BE DONE IN COLOR AND SHALL BE OF SUCH QUALITY TO CONFORM NTH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER �� ,O AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL VISUALLY IDENTIFY PROPER CONSTRUCTION OF ALL JOINTS AND PIPE ALIGNMENT. A VIDEO TAPE SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS G3 EXPLORATION BY ELLIS & ASSOCIATES, INC. (DATED OCTOBER 26, 2015). THE MORE STRINGENT 26. CONTRACTOR SHALL SCHEDULE APRE-CON 1RUC110N MEETING WITH THE CITY OF ATLANTIC BEACH SHALL BE PROVIDED TO THE CITY UPON COMPLETION. TELEVISING OF THE DRAINAGE LINES SHALL AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. V �• N SHALL BE USED. PUBLIC WORKS DEPARTMENT BEFORE MOBILIZATION FOR CONSTRUCTION. BE PERFORMED AFTER PLACEMENT OF THE BASE MATERIAL AND PRIOR TO FINAL WEARING SURFACE V = OF ROADWAY. CITY APPROVAL OF TELEVISING SHALL BE REQUIRED PRIOR TO PLACEMENT OF FINAL 22. CONNECTION IS CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE O • WEARING SURFACE OF ROADWAY. "C� '' 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF 27. IT IS THE CONTRACTORS RESPONSIBILITY AT CONSTRUCTION BE IN ACCORDANCE WITH ALL OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF THIS Cm (. O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES CURRENT CITY OF ATLANTIC BEACH STANDA DS AND SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A PROJECT. v M TO HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF COPY OF CITY STANDARD DETAILS AND SPE IFICATIONS FROM CITY OF ATLANTIC BEACH AS WELL AS 5. ALL DRAINAGE PIPE JOINTS ARE TO BE FILTER-WRAPPED. cmd , J �o C THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS AND THE A COPY OF JEA STANDARD DETAILS AND ECIFlCATIONS PRIOR TO BEGINNING CONSTRUCTION. 23. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. GRAVITY SEWER UNE M � m FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. SHALL BE VIDEO TAPES ALL LINES TO BE CLEANED AND FLUSHED PRIOR TO BEING VIDEO TAPED A �'7 O LA Z �. 6. CONTRACTOR SHALL REVIEW, CORRECT AS REQUIRED, STAMP WITH COMPANY STAMP AND SUBMIT ALL .��,,, O SHOP DRAWINGS ON ALL MATERIALS TO COJ AND ENGINEER AND OWNER FOR REVIEW AND APPROVAL FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH THE PERTINENT DATA SUCH AS in N 3. 100 YEAR FLOOD PLAIN BASED ON FEMA FLOOD MAP NUMBER l203lCO4OaH EFFECTIVE JUNE 3, 2013- 28• CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF "RECORD DRAWINGS" FOR COJ REVIEW AND DISTANCE BETWEEN MANHOLES LOCATION OF SERVICES ETC SHALL BE SUBMITTED TO THE OWNER W �� APPROVAL RECORD DRAWINGS SHALL INCLU E BENCHMARKS. PRIOR TO FABRICATION AND PURCHASE FOR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. AND ENGINEER PRIOR TO THE ACCEPTANCE AND ONE COPY OF THE VIDEO TAPE SHALL BE 00 4. TOPOGRAPHIC INFORMATION SHOWN HEREON TAKEN FROM TOPOGRAPHIC SURVEY PROVIDED BY 0 7. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL DEFECTIVE AREAS AND ITEMS SHALL BE AV c/) O w d BOAl1NRIGFIT LAND SURVEYORS, INC., DATED JANUARY 19, 2016. REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE ALL REPAIRED SECTIONS MUST BE c 29. THE CONTRACTOR SHALL CLEAR AND GRAD PROPOSED ELECTRIC EASEMENTS TO FINISHED GRADE. TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBING CV L a CY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID CONTRACTOR SHALL PROVIDE AS-BUILTS T VERIFY R/W GRADES PRIOR TO INSTALLA11ON OF PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. RE-INSPECTED PRIOR TO ACCEPTANCE. THE MAXIMUM DEFLECTION SHALL NOT EXCEED 57r OF O = .> '•M w FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK ELECTRICAL CONDUITS OR ELECTRICAL LINTSJ NOMINAL DIAMETER. INFILTRATION AND EXFILTRA7ION TESTING OF GRAVITY SHALL BE IN Of ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS. THE MAXIMUM ALLOWABLE RATE WILL BE 50 �, �'`" • AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE 30. THE JURISDICTIONAL WETLAND UNE, WETLAN IMPACTS, 8. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES H-20 LOAD BEARING, UNLESS �C 4) (u z PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT WETLAND MITIGATION AND UPLAND BUFFERS OTHERWISE INDICATED). ( GALLONS PER INCH DIAMETER PER MILE PER DAY PIPE DEFLECTION SHALL. NOT EXCEED 80X OF THE � O� o RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS AS DEPICTED ON THESE PLANS MATCH THOSE SHOWN ON PLANS SUBMITTED TO AND APPROVED BY MANUFACTURERS MAXIMUM DEFLECTION RATING. M E w E ALSO URGED TO TAKE COLOR PHOTOGRAPHS THROUGHOUT THE PROJECT AREA TO RECORD EXISTING THE ST JOHNS RIVER WATER MANAGEMENT DISTRICT. b 16m O CL CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS 9. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND 24. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH, WORK SHALL BE STOPPED AND THE C M Z C" THAT MAY OCCUR DUE TO CONSTRUCTION OF THE PROJECT. FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. PROPER AUTHORITIES NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, C Ln FITTINGS AND SOLVENT RESISTANT GASKET MATERIAL SUCH AS FLUOROCARBON SHALL BE USED IN brJ :2 N < m 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR 10. ALL INVERTS IN DRANAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN THE CONTAMINATED AREA. THE DUCTILE PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY `O ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH FDOT #57 STONE. SOLVENT NOTED. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN = O d' m o MATERIAL REQUIRED TO BE REMOVED AND/OR TO ESTIMATE THE AMOUNT OF OFF SIZE BORROW ' IMPERMEABLE MAY AND COVERED WITH A WATERPROOF COVERING, THE PROPER AUTHORITIES WILL BE a REQUIRED. 1 UNSUITABLE MATERIALS UNDER WATER SEWER PIPE STORM PIPE OR STRUCTURES SHALL BE NOTIFIED AND THE CONTAMINATED SOIL HELD FOR PROPER DISPOSAL O � THAT WILL BE 1 � J c, ^, o REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. N 7. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE OWNER FOR A 25. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER (AND CITY OF ATLANTIC BEACH) ON >1c ALL STRUCTURES AND MATERIALS FOR R PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. NT N ION NOTES: 12. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS SHALL BE EXTRUDED THERMOPLASTIC INSEDIMEREVIEW AND APPROVAL PRIOR TO PURCHASE OR m Q ACCORDANCE WITH FDOT SPECIFICATIONS. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED IN FABRICATION OF ANY UTILITY PIPE OR STRUCTURE. 8. ELEVATIONS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988). ACCORDANCE WITH FDOT STANDARDS AND SPECIFICATIONS. 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS v PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE 26. D.E.P. PERMITS SUBMITTED THROUGH THE DEPARTMENT FOR PROCESSING SHALL BE IN CONFORMANCE a FLORIDA DEVELOPMENT MANUAL-A GUIDE TO SOUND LAND AND WATER MANAGEMENT FROM THE UTILITY NOTES: WITH BOTH THE DESIGN PLANS AND THE WATER AND SEWER AVAILABILITY RESPONSE. ANY o 9. BOUNDARY SURVEY AND WETLAND INFORMATION AND LINEWORK BASED ON SURVEY PROVIDED BY DEVIATIONS FROM THE PRELIMINARY DESIGN AND FINAL DESIGN SUBMITTAL SHALL REQUIRE REVISED CL BOATWRIGHT LAND SURVEYORS, INC DATED JANUARY 19, 2016. STALE OF FLORIDA DEPARTMENT OF ENVIR MENTAL PROTECTION (F.D.E.P.) CHAPTER 6. THE ALL UNSUITABLE MATERIALS UNDER PAVEMENT, BUILDING PADS, OR HARDSCAPE ELEMENTS SHALL BE D.E.P. PERMITS REFLECTING THESE CHANGES. o CONTRACTOR SHALL PROVIDE EROSION PRO C110N AND TURBIDITY CONTROL AS REQUIRED TO 1• REMOVED IN ACCORDANCE WITH PROJECT GEOTECHNICAL REPORTS. ALL AREAS TO BE FILLED SHALL �`' w INSURE CONFORMANCE TO STALE AND FEDE AL WATER QUALITY STANDARDS AND MAY NEED TO BE CLEARED AND GRUBBED IN ACCORDANCE WITH PROJECT SPECIFICATION, CITY STANDARDS, AND 27. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CONFORMANCE WITH THE Ln o F INSTALL ADDITIONAL CONTROLS TO CONFOR TO AGENCIES REQUIREMENTS. IF A WATER QUALITY J.E.A. PPROVED MATERIALS MANUAL FOR WATER AND SEWER o 10. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM VIOLATION OCCURS, THE CONTRACTOR SHA BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL REFERENCED GEOTECHNICAL REPORT (WHICHEVER IS MORE STRINGENT) AND SHALL BE FILLED WITHo .En MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY REQUIREMENTS. THIS SHALL COSTS WHICH MAY RESULT INCLUDING LEGA FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND STRUCTURAL FILL PLACED IN NO GREATER THAN 12" LIFTS AND COMPACTED TO A MINIMUM 98% OF 28 D E.P PERMITS REQUIRING REVISIONS SHALL NOT BE PROCESSED UNTIL FINAL PLANS HAVE BEEN Z 5 } INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL U11UTY TRENCHES LOCATED IN FINES. THE MAXIMUM DRY DENSITY (AASHTO T-180). DENSITY TEST'S TO BE PERFORMED AT A RATE OF APPROVED. � � a PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR TO UMEROCK ONE TEST PER UFT PER 6,000 S.F. � z PLACEMENT, THE CONTRACTOR SHALL COORDINATE WITH PROJECT ENGINEER AND THE GEOTECHNICAL 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL 29. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE o 0 ENGINEER SHALL MAKE RECOMMENDATIONS FOR UNDERDRAIN PLACEMENT. PRACTICES AS OUTLINED IN THE PLANS AN SPECIFICATIONS AND THE ST. JOHNS RIVER WATER 2. ALL POINT OF CONNECTIONS FOR WATER AND SEWER MUST BE PER THE REQUIREMENTS THE CITY REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. OF ATLANTIC BEACH. o w MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. a 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE co FOR THE PROJECT INCLUDING CITY RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY RIGHT-OF-WAY 3. PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE, THE CONTRACTOR SHALL PROVIDE TO :0. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS w OR EASEMENTS. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS THE ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES. THIS SCHEDULE IS BASED ON UMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS ARE o Q) m WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SHALL BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS-BUILT" DRAWINGS APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY 0 0 12. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE RIGHT-OF-WAY WITH THE FOR THIS PROJECT. LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY U' o ~ PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 4. CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE o 0 THE CONTRACTOR SHALL BE RESPONSIBLE R ESTABLISHING A PERMANENT STAND OF SOD AND/OR CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY a a a z z 13. PLACEMENT OF ALL UNDERGROUND UTILITY LINES SHALL BE COORDINATED WITH OWNER'S GRASS PER CITY STANDARDS AND MEETING THE N.P.D.E.S. FINAL STABILIZATION REQUIREMENTS. 4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRAI�E FOR PAVEMENT. SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE U)REPRESENTATIVE TO ELIMINATE ANY CONFLICTS WITH LANDSCAPE DESIGN. EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL - 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE 5. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN BE RESPONSEL.E FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR 14. PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTR_1JCTION ACTIVITIESOTHER IMPROVEMERTS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION THE CONTRACTOR SHALL CONTRACTORS RESPONSIBILITY TO OBTAIN E PERMIT THROUGH THE ST. JOHNS RIVER WATER UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 OF THE VERIFY ALL GRADES, i€VERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT-NOT LIMITED TO, MANAGEMENT DISTRICT. FLORIDA STATUTES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO KEEP A COPY OF HIS OR WETLANDS, SWALES AND MUNICIPAL STORM SEWERS). CONTRACTOR SHALL TEST EFFLUG NT (WATER 6. PRIOR TO COMMENCEMENT OF CONSTRUCTI AND EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL HER CURRENT LICENSE AND QUALIFIERS ON FILE WITH THE DESIGN ENGINEER PRIOR TO START OF CONNECT. U) a TO BE DISCHARGED) IN ACCORDANCE WITH RULE 62-621.300(2) F.A.C. IF TEST RESULTS ON AND THROUGHOUT CONSTRUCTION. :1. PRIOR TO THE PLACEMENT OF LIMERO C K BASE COURSE, THE CONTRACTOR SHALL PROVIDE TO THE W z EFFLUENT ARE BELOW THE SCREENING VALUES OF RULE 62-621. PERFORM GROUNDWATER TESTING IN ACCOR INCE WITH THE ENVIRONMENTAL PROTECTION AGENCY - 300(2) F.A.C. CONTRACTOR SHALL FEDERAL REGISTER, PAGE 42739, PART 1A. , TO DETERMINE PETROLEUM CONTAMINATION LEVELS. ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES. THE SCHEDULE SHALL SUBMIT A SUMMARY OF PROPOSED CONSTRUCTION ACTIVITY AND TEST RESULTS TO DEPARTMENT OF CONTRACTOR SHALL BE RESPONSIBLE FOR TAINING N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO 6. SANITARY SEWER SERVICES SHALL BE 6" OR 8" PVC WITH A MINIMUM SLOPE OF 0.010 OR 0.004 BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE AS-BUILT DRAWINGS FOR THIS I- p • ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. DISCHARGE ANY GROUNDWATER ENCOUNTER D DURING CONSTRUCTION AND DEWATERING OPERATIONS. FEET PER FOOT RESPECTIVELY AND SHALL BE TERMINATED AT THE BUILDING CLEANOUT AT THE PROJECT. O w CONTRACTOR SHALL CONTINUE TO SAMPLE EFFLUENT AS REQUIRED THROUGHOUT* PROJECT AND DEPTH SHOWN ON THE PLANS.CONSTRUCTION, z o . 48 HOURS PRIOR TO COMMENCEMENT �' COMPLY WITH ALL CONDITIONS OF RULE 62.621.300(2) F.A.C. IF GROUND WATER EXCEEDS SCREENING 7 " :2. THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND VERIFY THAT ALL MATERIALS ARE ON THE Y VALUES OF RULE 62.621.300(2) F.A.C., CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES THE CONTRACTOR WILL SUBMIT ANOTICE 7. WATER LINES SHALL HAVE MINIMUM 30" INCH COVER UNDER UNPAVED AREAS AND 36" MINIMUM U11UTY PROVIDER'S APPROVED MATERIAL UST. THE CONTRACTOR SHALL SIGN OFF THAT SHOP i OF INTENT' TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION DRAWINGS HAVE BEEN REVIEWED AND APPROVED SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF AND REGULATIONS PRIOR TO DISCHARGE OF EFFLUENT (GROUND WATER) TO SURFACE WAl'E�fi OF SYSTEM RULES AND REGULATIONS. COVER FROM FINISHED GRADE UNDER PAVED AREAS UNLESS OTHERWISE SHOWN ALL WATER MAINS z SHALL BE FLUSHED IN ACCORDANCE WITH AND UNDER THE DIRECTION OF THE CITY OF ATLANTIC REQUIRED, TO THE ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE COUNTY, AND - THE STALE. BEACH. PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. �< w 15. THE CONTRACTOR SHALL CLEARLY MARK IN FIELD PRIOR TO ANY LAND CLEARING OR DISTURBANCE 8. THE CONTRACTOR SHALL WRAP STORM SEWE R GRATES IN FILTER FABRIC TO PREVENT SEDIMENTA11ON L1 ALL PRESERVATION AREAS AND UPLAND BUFFERS DEPICTED ON PLANS). THESE A1�EAS SHALL OF THE STORM SEWER SYSTEM. CONTRACT SHALL MAINTAIN THE FILTER FABRIC UNTIL THE 8. HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS, VALVES AND FITTINGS, STORM :3. ALL WATER AND SEWER CONSTRUCTION SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY p (DEPICTED REMAIN NATURAL AND UNDISTURBED. ASPHALT/CONCRETE PAVEMENT IS PLACED. SEWERS AND SANITARY SEWERS SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS. CONTRACTOR LICENSED�M,DER THE PROVISIONS OF CHAPTER 489 OF THE FLORIDA STATUTES. W v NG EARTHWORK Fl GRADING :4. HORIZONTAL AND VER116AL SEPARATION BETWEEN WATER MAINS, VALVES AND FITTINGS, STORM � o 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING, • FILL, g, THE CONTRACTOR SHALL PROTECT ALL ST MWATER BASINS AND/OR SWALES FROM SEDIMENTATION SEWERS AND SANITARY SEWERS SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS STANDARDS. W 0 COMPACTION AND REMOVAL OF UNSUITABLE MATERIAL REQUIRED FOR ELECTRICAL. PHONE, CABLE, DURING CONSTRUC11ON USING NECESSARY S IMENT CONTROL BARRIERS. 9. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF-PW AND SHALL w IRRIGATION, CABINETS, PADS. CONTRACTOR SHALL VERIFY FINAL GRADES WITH OWNER OR ENGINEER. BE MARKED AS SUCH. 13ALL WATER MAINS CONSTRUCTED AS PART OF THIS PROJECT SHALL BE INSTALLED IN ACCORDANCE 0 WITH APPLICABLE AWWA STANDARDS AND IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDED 17, THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT COAG 24 HOURS PRIOR TO ALL NECESSARY 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED ALL AREAS AND 10. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL PROCEDURES. SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND INCREASE FINISHED WORK IS COMPLETE. RUNOFF. :6. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION STANDARDS m 18. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS.IN THE 11. ALL WATER MAINS SHALL BE PVC DR-18 UNLESS OTHERWISE SPECIFIED. AND BACTERIOLOGICALLY TESTED UNDER THE DIRECTION OF THE UTILITY PROVIDER. SATISFACTORY w EVENT OF ANY CONFLICT WHATSOEVER. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER PRIOR TO BACTERIOLOGICAL RESULTS SHALL BE PROVIDED TO THE ENGINEER. ADDITIONALLY, ALL WATER MAINS m PROCEEDING WITH CONSTRUCTION. 12. ALL SEWER MAINS SHALL BE PVC SDR-35 UNLESS OTHERWISE SPECIFIED. SHALL BE PRESSURE TESTED AT 150 PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA C600-87 � p 1. "AS-BUILT" DRAWINGS: AS-GUILTS TO THE CITY AND THE ST. z JOHNS RIVER WATER MANAGEMENT STANDARDS. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL 19. SUBMITTAL OF AS-BUILT SURVEY, INCLUDING BENCHMARKS, IS REQUIRED IN COMPLIANCE WITH CITY 13 CONTRACTOR SHALL OBTAIN A COPY OF THE D.E.P. WATER AND WASTEWATER PERMITS FROM THE PROPOSED WATER LINErk HAVE BEEN PRESSURE TESTED DISINFECTED AND CLEARED FOR SERVICE J o DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR ENGINEER PRIOR TO THE START OF CONSTRUCTION. THE ENGINEER MUST BE NOTIFIED 48 HOURS PRIOR TO TESTED. THE PRESSURE TEST AND MUST W J Q OF ATLANTIC BEACH CODE, PRIOR TO SCHEDULING FINAL INSPECTION OF THE BUILDING BY THE THEREFORE, IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR BUILDING DEPARTMENT OR FIRE MARSHALL. REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND 14. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE BE PRESENT. LLN DRAWINGS IS BASED ON UMI7ED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS - SUBMITTAL OF AS-BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY STANDARDS AND .7. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND 0 = Z SPECIFICATIONS AND S.J. . . ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY R W M D REGULAII S IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES THE CONTRACTOR SHALL BE z PROCESS THE AS-BUILT•DRAWINGS FOR A PROVAL BY THE CITY. LOCA11ONS OF EXISTING UlIU7IES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY W Q 20. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY-MONUMENTS. IFA CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS = U MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DSCREPANCY IN ADVANCE OF ANY INTERRUPTION OF SERVICE. Z Q z REINSTALLATION OF THE MONUMENT. 2. CONTRACTOR SHALL PROVIDE CURB RAMPS T ALL SIDEWALK AND CURB CONNECTIONS. THE SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE - CONSTRUC11ON AND PLACEMENT OF ANY CURB CUT RAMPS OR LANDING PADS SHALL ADHERE TO EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND =8. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN W ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY THE EIGHT PERCENT LEAD. ALL NEW AND/OR RELOCATED WATER SERVICES AN P o w 21. SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING / D CLIMBING SHALL CONTAIN ft CONTRACTOR. THE MINIMUM STANDARDS AS SET FORTH B THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN O � �/ v STANDARD INDEX 304, SHEETS 1 THROUGH AND 28 CODE OF FEDERAL REGULATIONS (CFR) PART CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING U71UTIES TO 0.2 PERCENT LEAD. � , 22. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE 36, APPENDIX A LATEST REVISION, FLORIDA ACCESSIBILITY CODE AS WELL AS APPLICABLE CITY WHICH HE SHALL CONNECT. ~ U w W CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. REQUIREMENTS, LDC SECTION 6.04.02.C. D TECTABLE WARNING SURFACES SHALL MEET COJ .9. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINT MATERIALS, VALVES, FIRE HYDRANTS, AND CX �n 15. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE STANDARDS. METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. V } _ _J23. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY, AND PRIM TO 4 0 INTERIOR OF FLEXIBLE SEWER PIPE SHALL BE REASONABLY UNIFORM AND AS CIRCULAR AS PRACTICAL z 0 W 3. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED 24. BURNING OF TREES, BRUSH AND OTHER MATERIAL IS HQI ALLOWED IN THE CITY OF ATLANTIC NECESSARY BY THE GEOTECHNICAL ENGINE R DURING CONSTRUCTION. THE CONTRACTOR SHALL PURCHASE OR CONSTRUCTION OF ANY U7IUTY PIPE OR STRUCTURE. THE CONTRACTOR SHALL REVIEW STRUCTURAL SHAPE SHALL BE CHECKED REGULARLY DURING BACK-FILLING TO VERIFY ACCEPTABILITY Q Q �/ zo BEACH. NOTIFY THE ENGINEER IF HIGH GROUND WA R CONDITIONS ARE PRESENT DURING THE PREPARATION SHOP DRAWINGS AND VERIFY THAT ALL MATERIALS ARE ON THE UTILITY PROVIDER'S APPROVED OF CONSTRUCTION METHOD USED. CONTRACTOR SHALL TEST FLEXIBLE SEWER PIPE FOR DEFLECTION OF THE PAVEMENT SUB-BASE. UNDERDRAIN SHOWN HEREON IS BASSO ON PROJECT GEOTECHNICAL MATERIAL UST. THE CONTRACTOR SHALL SIGN OFF THAT SHOP DRAWINGS HAVE BEEN REVIEWED UPON COMPLETION OF INSTALLATION AND AFTER ROADWAY BASE MATERIAL HAS BEEN IN PLACED AND 1 m 0 REPORT, (SEE GENERAL NOTE �'1) FINAL DE RMINAl10N OF LIMITS OF UNDERDRAIN WILL BE MADE AND APPROVED. SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE ENGINEER FOR COMPACTED TO PROJECT SPECIFICATIONS. AT NO TIME SHALL PIPE DEFLEC110N EXCEED 5 PERCENT. � p vs REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY AND PRIOR TO PURCHASE OR TESTING SHALL BE DONE USING A MANDREL WITH DIAMETER 95 PERCENT OF THE INSIDE DIAMETER OF 0 3 BASED ON TEST HOLE OBSERVATION AT TIM OF ROADWAY CONSTRUCTION. CONTRACTOR SHALL CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. PIPE. TESTS SHALL NOT BE PERFORMED WITH MECHANICAL PULLING DEVICES OR ROUNDERS. Q 'a COORDINATE WITH PROJECT GEOTECHNCIAL NGINEER. CONTRACTOR SHALL ENSURE THAT PROJECT CONTRACTOR SHALL PROVIDE TESTING EQUIPMENT AND TESTING SUPERVISION. DEFLECTION MEASURING Q GEOTECHNICAL ENGINEER PROVIDES A CERA ED LETTER EXPLAINING ADDITION OR DELETION OF 16. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN IMPERMEABLE MAT AND DEVICE SHALL BE APPROVED BY COUNTY ENGINEER. C`' PROPOSED UNDERDRAIN PRIOR TO FINAL IN ECTION. COVERED WITH A WATERPROOF COVERING. THE PROPER AUTHORITIES WILL BE NOTIFIED AND THE """ ""' 0 z > CONTAMINATED SOIL HELD FOR DISPOSAL Al. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. GRAVITY SEWER LINE % SHALL BE VIDEO TAPED. ALL LINES TO BE CLEANED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A .••' w U 17. ALL GATE VALVES SHALL BE JEA STANDARD. VALVES SHALL BE MECHANICAL JOINT, CAST IRON, FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE �� •••••••• ��'' c BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT, VALVES BETWEEN MANHOLE%--LOCATION OF SERVICES ETC. SHALL BE SUBMITTED TO THE OWNER AND ' o �- c SHALL BE RATED AT 250 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. ENGINEER PRIOR TO ACCEPTANCE, AND ON COPY OF THE VIDEO TAPE SUBMITTED TO THE SJCUD. C-0 - ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. r 18. ALL WATER MAINS SHALL BE DISINFECTED, AND SATISFACTORY BACTERIOLOGICAL RESULTS SHALL BE := 4 ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. INFILTRATION AND - Q z co PROVIDED TO THE ENGINEER. ADDITIONALLY, ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 EXFILTRATION TESTING OF GRAVITY SEWERS SHALL BE IN ACCORDANCE WITH U11UTY COMPANY =' <2 < PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA STANDARDS AND CITY STANDARD REQUIREMENTS. NO SPECIFICATIONS. THE MAXIMUM ALLOWABLE RATE WILL BE 50 GALLONS PER INCH DIAMETER PER MILE c CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER PER DAY AND TESTING SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. ••; _ .• o a LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. THE ENGINEER MUST `� •• ••.•.••' ��`� H BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. 3 DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA-6-651. c 19. A UTILITY COMPANY PRE-CONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO COMMENCEMENT OF •y WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT THE CITY OF ATLANTIC BEACH AND � '' Project No.: o ENGINEER TO SCHEDULE THIS CONFERENCE. CONTACT KAYLE MOORE O 247-5834 TO SCHEDULE. 16-01-0006 6 20. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND COMPANY CONTACT / TELEPHONE ' igned: Drawn: SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE J.E.W. D.C.G. Cr RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 WATER SERVICE COAB KAYLE MOORE / 247-5834 Checked: O.C.: HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. T.B.W. R.C.W. �o 4 SEWER SERVICE COAB KAYLE MOORE / 247-5834 Date: NOVEMBER 12, 2015 ELECTRIC SERVICE JEA JOHN PITRE/ 665-6606 Scale: cb lit_ ' TELEPHONE AT&T GARY HOFFMAN / 307-5424 CABLE COMCAST LARRY WINBURN / 380-7574 Sheet 5' CONCRETE SIDEWALKCONCKM V ADJACENT TO PROJECT NAVA"m Im um E BOUNDARYp I LIMITS OF 6' WHITE , i �� M V VINYL FENCE I 10 BLDG. SETBACK ON " �� �� '� ••■ NORTH SIDE OF PROJECT g� V •�» v M MATCHUNE SEE DETAI THIS SHEET "�� � �� *,� O PROPOSED ALUMINUM FENCE i i i a i i s i i i i i i a N TO MATCH EXISTING NORTH A%�.� � h ST a. 13+86.78, 0. ,-, N SIDE OF DOG PARK ON NORTH " 1 10 5.35 L V SIDE OF PROJECT BOUNDARY "...""" - "_ , S1 A. 13+88.93, _ ". w.. ." ".. . 41 ...: 1 C 2.53 L (2.0' MIN. SEPARATION FROM 9 3.001L+92.65, SIDEWALK, TYP ° �� t . -STA. 13+94.52, V M ' ls U 11 GR 9 .79 L Q16 �•0 ' TO REM AI A. 13+94.69, O M ' 1 VINYL FENCE f �- 52 L M o I n Z 8 WHITE 52 33 �--- 'A. 13+93.32, i0i 0 � n 3 0 83.96 L N N7 -STA. 13+89.50, UNIT APT. 79.92 L J to m : ; a "0 BLDG. , ' -STA. 13+87.39, z V `` ( 066 S.F.) W o 78.99 L �.r moi., V) � i..� C ` STA. 13+6 .21, b OSTA. 13+88.24, Qj � w . 48. L ' 47.43 L > �U w .` R3 0 = ;`- �M 3 N -me A LL.0• : r -- = STA. 3+33.59, d' ' . N 55.10 L 'o 46.651L+90.39, = v zz " 12 WHITE ":.. STA. 13+94.05 Ltd TA. 13+29.50, CR WAL2.33+ '� 43.19 L M w ." PROPOSED CHAIN 69.15 L T30 W 5 1 R6 Owl- �.. z E "...__................."....".".. 4 N NW STA. 13+95.91 N M z a -. LINK FENCE TO 5 `� 2 38.54 L ' I Cm "�"m �- " MATCH EXISTING D 4 >WHl ".." " m "." " I � ".._" ".... .".". _........".. w."". RA1IEi 1T MMAARKING' brJ " ".". "... INSIDE DOG PARK GUTTER, TRYBP �O �''" • STA. 13+29.44, STA: 13+65 95, L.L. , ,� N V sem... ......"."." V'1 25.82 L N n4 1 v Oa �` R30, TYP. w r _ Q m C - z STA. 13+91.41, N STA. 13 4.88 6, SATED T3R2 36 24.14 L c� 00 � O R3', TYP. - STA. 13+1 37, ,TH REMO.._ I - 5. L STA. 13+22.81,36.26 L AC - " _ _."w. . " ".. "...... ......._ ".".._.". "...... .... "_". ."".". "."". w .. ..."_" ..� _ _. . ...". .....". "".". _."." 12 0 R30, -1w " w ..".... ._._. R30 �" �DA CURB RAMP m TA. 13+09.01, Z SIGNAGE LOCATION - EXISTING , CENTERl.1NE INTERSECTION W/ BOUNDARY �:,_� �� 1 98.94 L (CR-E, REFER 13+78.93 DRIVEWAY A *. z -6 DOG "..." � TO FDOTm SIGN SIGN/STREET�).rAPPROXIMATE EVS11NC. fiOTTMUJI L � 1 1 STA. 13+91. 7 - _. 8 O --- SETBACK - 5 SE R�OTTOM -- 1. a --� 5 o' - 1 R �r -�- CL - 23 3 DOIG POND '' STA. 13+15.90, EXISTING GUTTER 24.74 L TO REMAIN S A. 13+02.44, STA. 13+97.00, w ,. STA. 12+97.36, :::,:::::; C 92.58 L 27.86 L 36.99 R p AP ROXIMATE EXISTING NORMAL WATER LEVEE TA 1 5.s , _ "...... w ". . ." .."......... _" _.._....."." ".. "." _.... _.".... 'f S 3+09.01, STA 13+9 5 � O 13.71 L 40.95 R > >" R30 • , a) z STA. 13+92.20 STA. 12+74.64, \ :....... _. . .... " .""" "".. _...._ . ".".. " .. 20.0 1 ¢ w _ " _. "."...".".".." .. STA. 12+74.30, 484.13 L 118.07 L S 12+72.88, S z 44 59 R PROPOSED NORMAL WATER LEVE _ - - 31.29 L TA. 13+68.16, SERVICE 10.00 R - R50 N VEHICLE 91 SINGE RESTROOM AND w c {2.� STA. 12+69.00,---/ PROPOSED MADE BREAK PARKING COVERED PAVIWON SEE 441.48 L 92 28 AREA 0 5 ARCH. PLANS)(1,330 SF) m STA. 12+60.97, V 'STA. 12+56.46, ,171.3 5 PARK AREA (REFER °' 98.50 L STA. 12+62.24, TO HARDSCAPE PLAN ° O 481.02 L � ) PROPOSED MODULAR BLOCK RETAINING WALL 49.82 L 3 BIKE RACK STA. 12+45.14, STA. 12+56.57, 44 14.75 L� 16.97 R Z 2.43,58 4' CONCRETE 5' CONCRETE N M ? a i - STA. 12+59.02, __ � S I SIDEWA STA. 12+59.66, 31 233.72 L ,00 O SIDEWALK 567 LF. ^+ 291.44 L t - 8.2' PROJECT RETAINING WALL STA. 1277 159 L, STA. 12+61.81, «. t BOUNDARY 247.74 L a STA. 12+63.37, STA. 12+63.35, 3 UNIT AP 268.92 L 255.90 L BENCH wvsc BLDG• ' w EAST AM OF SANTARY MANHOLE I ia�i •P Z ELEVATION-a/7 N.A. V.D.1Y�DARN 18 (7, 9 S.F. `. 5 UNIT APT. CURVE TABLE I_ BLDG. M� o N rn �0 0 O (12,006 S.F.) �`' ,r• 0 w CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA < 0 t t • t t1 t • t t! " I t �2 W 1 N • ' C1 41.00 14.56 7.3fi N 80 30 54 W 14.48 20 20 56 a 20.0 6" WHITE z C2 175.00' 79.29' 40.34' S2042'43"W 78.61' 25'ST31" I VM'T n t �i� PAVEMENT W o V) MARKING, TYP. a C3 30.00' 33.53' 18.76' S47042 43 W 31.81 64'02 29;,. U I STA. 11+39.: 0, 10' BLDG. SETBACK ON ♦♦^^ 'Y 21 19 R EAST SIDE OF PROJECT v, : ,3Q„E 50.50 _ i\ STA. 11+39.24, 17 19.95 L mw STA. 11+09.27, W • i 90.90 R U NOTES: •43 5 N82 8 E � WT y w�ia D 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. 31.00 11-1 0.50 �°" :�,� O 2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8' WHITE VINYL FENCE45 3. CONTRACTOR SHALL PROVIDE CURB RAMPS AT ALL PLACES WHERE SIDEWALK =t „ t STA. 11+:8.86, TERMINATES INTO PAVEMENT. CURB RAMPS SHALL COMPLY WITH THE LATEST ADA CODE 21.25 R � 18" WHITE w ' '` m PER FDOT INDEX 304. '43'59"E t PAVEMENT t 4 CO ACRE 5' BLDG. SETBACK ON N8 31.0' � � I � t MARKING o ` Cl) 4. ALL STRIPING, PAVEMENT MARKINGS, AND RPM*S SHALL BE IN ACCORDANCE WITH FDOT WEST SIDE OF PROJECT TA. 11+25.26, INDEX 17346 EXTRUDED THERMOPLASTIC MATERIAL SHALL BE USED). II ___I � W 20.68 L '� �M. � 5. STOP BARS SHALL BE LOCATED 4.0' MIN. FROM CROSSWALKS AND / OR CURB RAMPS. �,1 j 5 CENT T SIDEWALK U. Q Z 6. REFER TO THE TREE MITIGATION PLAN FOR TREES TO BE PROTECTED. 3 UNIT APT. I r SII ADJACENT TO R/IM UNE N I BLDG. MIA I •' - 7. ALL ELEMENTS THAT ARE PLACES OF PUBLIC ACCOMMODATIONS AND COMMERCIAL O Z ACCESSIBLE ROUTES AND PARKING SHALL MEET PROPOSED PRIVACY (7,189 S.F.) ' 31 `I PROPOSED 3' ALUM FACILITIES ON THE SITE (INCLUDING ACCE ) W a " FENCE ON WEST SIDE I o o I tib PICKET FENCE ONS AST = U THE REQUIREMENTS OF FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY OF PROJECT BOUNDARY SIDE OF PROJECT= Z 0 (v IMPLEMENTATION ACT", 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND 2012 BOUNDARY (2.0',1 IN. O - Z FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND THE FAIR HOUSING ACT, - Z I =? SEPARATION FRC i W WHEN APPLICABLE. } „ 3 .' UNIT APT. I €;i SIDEWALK, TYP.) o W Y I N BLDG. 1 I W U 8. EACH TOWNHOME UNIT SHALL INCLUDE A TWO CAR GARAGE AS REQUIRED TO COMPLY O I � ( 2,006 S.F.) I �: �': � Q � WITH COAB ORDINANCE CHAPTER 24. SECTION 24-161(H)(6} 1 Ld W �3 I I " PT. STA.R13' 10+145M �_i w ;x z M„ -STA. 10+14.02, Z fill21.25 R » 5 0.50' 1 O Q E J U 4 5 4 N I 13 0 1 .00 IVEW B w - ::i •43 58 I is STA. 11+26.72 S82 U O 2 6.00 R 31.00 STA 10+17.13, 6.00 R 80.00 m... . "= r o ` 1 - PROPOSED UTILITY ,t t- 6.0 EASEMENT FOR 1af 1 STA. 11+38.22, 1 l 4.00 R � ,... ......:.:.............. ... WATER MAIN f ; _ SEI a 3 CONNECTION - � HEAVY DUTY ::::::;:::::.:..: .::.... . s �} O NB,38 X5.12 R4' 0` CONCRETE w ` tit' gtllplilllt!/qp��`!I' a ... :.`::: AY: 4 . << 12 ITE SSWALK .�`` '' DUMPSTER PAD 4uJ co I TEMPORARY t o " 8978'38, 114.:83' ... 3 8' SCREEN i - WHITE R31' tl=. �,�Q'.•'• ••'•. c2 WALL AROUND 16.0 AVEMENT = cn CONSTRUCTION = o I ` i o DUMPSTER PAD EASEMENTPVM'T 20.0' MARKING ?t 2�. o I $. ; STA. 11+38.22,_)i/ PVM'T w � --- , O t0 1 as 8.00 L 1I to STA. 11 30.49, STA. 10+15.66,L O 24 WHITE STOP AR -�-- Q E Z I =f eENa+YMK I 15.26 L =� ,'s 5' CONCRETE SIDEWALK }E_: t� ser"A°NAL N 15.26 L }t Q ' ¢ t STA. 11+26.72 �� 5 UNIT AP r ��_ i- v •; c I ADJACENT TO PROJECT �r 10.0o L C-4 BLDG. 10+ 00 DRIVEW A 3 2 U) k; `.� o a I BOUNDARY �� N 10+ 68 DRIVEYY B N } ''y, •• 0 cn H LIMITS OF 6' WHITE 1 "" } - - ���� LIMITS OF 8' WHITE 12,006 S. I w , ••••,•...•.. ,t I VINYL FENCE " "�" 3 VINYL FENCE I o 10' BLDG. SETBACK ON m f� � _: " " 20 LF N PROPOSED 3 ALUMINUM - 811,1111111111111 NORTH SIDE OF PROJECT •� ,... PICKET FENCE ON WEST SIDE OF 918' o38 E 1-1 .83 Project No.:^O PROJECT BOUNDARY STOP 16-01-000 6PROPOSED ALUMINUM FENCESTD TO MATCH EXISTING NORTH ��' STA. 13+86.78 IMP RV I O U S SURFACE CALCULATION v MATCHLINE SEE ABOVE ""`"' �� Designed: Drawn: �. ,",�.",,,"..""..._ � 103.35 L ELEVATNII-�.ao �" SIDE OF DOG PARK ON NORTH ` NAVA I=DARN SIDE OF PROJECT BOUNDARY STA. 13+88.93, I " ." 41' 102.53 L - - - ... " "....." ._": J.E.W. D.C.G. (2.0' MIN. SEPARATION FROM {'ur STA. 13+92.65, TOTAL SI AREA - 74 333 S.F. -". �....m."��w.� - "��"-" - , -"- "'"� � Checked: O.C.: ..152.25 ����: ��: ".. T.B.W. R.C.W.a SIDEWALK TYP � 99.00 L ��=��� � ;:��.�:��� � ..."...".....w"....".".".-..."."..... ..."" ..... .".."....... ....." T.B.W. STA. 13+94.52, TI s 79 L = 429000 {'.".. ".-.m .""....m".." _":w............._ _." F-W ..." Date: 9 IMPERVIOUS AREA S.F. "w.�" """"" .�._ _.". --- � TO REMAI A. 13+94.69, �.�..........m.��:� �:.. .. �€ �„ :� �> n�a� �- �..�.� �� � r -- .52 L W" 20' BLDG. SETBACK OFF ' .. NOVEMBER 12, 2015 � PROPOSED 3 �, o I 8 WHITE VINYL FENCE 52 33 A. 13+93.32, IMPERVIOU SURFACE PERCENTAGE = 57X care: 1 30 tr'p 7 " 83.96 L ALUMINUM PICKET 30' ATLANTIC BOULEVARD _ ' N �? STA. 13+89.50, FENCE ON SOUTH �� �( UNIT APT. 79.92 L ALLOWABLEIMPERVIOUS SURFACE PERCENTAGE = 70% PAa���dlaT SID�W PROJECT f o BLDG BOUNDARY (2.0' MIN. SEPARATION FROM "..,,..... " " ...�..".� Sheet 0 ...... MIMI %Q E E 0 7 4-0 INS ASIN EXIS kREA 50 0 �r,0 ................. 0 0 AIN. 1 \0 %woo) 484 ................. ............. .......... > ........... ............ ................ V ........... .... .......... .......... u Cn .......... `X m E N 4;;� Ln Z C 0, R 0 ............... .........- ....... Ln j g% i� MODE ORTHPOND-P tE (n V) 0\ 0 LLJ N.2 V X-N .0. NT Ln C CY WATER MANAGEME rY — NORTHPOND—PRE zgiggg 6.40 +/7 :X 00 + 0 EL— 0.9 0 r. 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J" UT YAC HAL Ni i; CONCRETE CUTTE' _ s `i A71011 E � � vo.1989 DA w � N 4.� N o FITARY MANN " iii yu�,� TOP EL-8.88 • i ~ W M V•./ SOUTH INV.-07.3 WEST INV 0.72 I �4 g _ e' v i L b - _ � ,_, 1 � ��^ STORM MANHOLEj •i, .V..,/M PRO ED ALUMINUM FENCE = " � T EL_a28 J V O O MATCHI G EXISTING (FENCE TO MATCHUN DETAIL THIS SHEET SAWCUT AND CONNECT % v.� •p BE RE OVED MAY BE REUSED �u TO EXISTING SIDEWALK V N I , M ._.. SII �_x .� IIF IN GOOD CONDITION) " "" „ •._■ •� i. f 1FLOWLINE OF V .ul CSTORM MAN LE O TOP IN. .B2 _' g T�OI EXISTING TYP .. AST INV. - 7 X46 N, . PROPOSED C AIN LINK FENCE a _ , � $ iii ®NA CC p MATCHING EXI NG (FENCE TO � , II `., :� } •^ E 2 BE REMOVED AY BE REUSED " ,'. S_13 6 HQPE p M 9 IF IN GIDOD CONDITION) �n .� � �;"HD E M Z x 11yi ■ � O � Lel N ,. W m dim 411111111111110a ,�, Cr. _ 0.06 Act a� _ O UJ z : � II i 12 FAD ILDING 1 d 4� � .L _ . a F ` EL SAWCUT AND REMOVE Q � REMOVE .AND REPLACE EXISTING CHAIN " M EXISTING UNK' EN AS-,REQUIRED TO CONNECT�7.7 I ' I i � EXISTING ASPHALT TO Q c♦. z CONSTRUCT MIAMI CURB AND � � q� 0 CONTROL TO WA. mj IN (0 -k O NATER"ANO N I I � 0:03 A t GUTTER LANDSCAPE ISLAND, � � p STRUCTURE �a.. w.. �. .SEWER PLAN `e ► 53 F. N �` _.. �.�.. n _ i T, 15" P AD LLL TYP. ► MO w E _ _ ..-. �.-M.. W z = ....�Y o. =::t: � ; ..:,: i _ 5.OX MAX. LINEAR C �'�? Z MANN. E'',, g.W SLOPE AND 2.07E MAX. Q ...", ► � 6 BLEAK POINT CROSS SLOPE THROUGH �O w CONTRACTOR SHALL CENTER x ,I z CROSSWALK, TYP. ,C to V � N � i II i a\ 74 _ � d' m c PROPOSED STORM PIPE . ' S_2 = 6.60 i w cm EXISTING OG PARK BETWEEN JOINTS OF EXISTING i I O O O �... 9p ao • STORM ATER CAUTION WHEN WORKING (USE ,� _ BREAK POINT O MANAGEMENT FACILITY c APPROXIMATE LOCATION_OF EXISTING . �_ .-_._. .. _. � - :�� it i= � ;� 1 ,� �4 N w " __... _. r. . . ._ _. .w "..w ,... ...._ -,... ._.-"FIS1114G UTILITIES) UMTS t -STA. 13+78.93 W .w.r.. . .._ -..-_.. . .0"... .. BOTTOM"EL (-)6.1 f w ...,,.. .. REMOVAL S-1 n ilk EL. = 430 m o - EXISTING 4' CH II .� ;i .�� t � z "" --------------- ----- -- 2"' LINK i I 90 F. • i A DOG 38 L.F. •r Q " ---------- u = S9 • t- . , GR�BREAK-PAIN4 fOR-INSIDE TOP :� VALLEY GUTTER �E i ..s .-w.-_ ...w. __ __ .._._ _........w.w. �.. .. "" i u. i v C fes. " _ w - i 24 D . .- M1 x . i �� _ . REMQYE EXISTllNG 1rLE.S:AN OE . WK TO INCREASE TQ ..ELEVAT € �,, 1 1I, w IL 1 _ PIPE AS REQUIRED (APPROX. 4.4 ON EASE''-910E' OF POND WHERE - .A K , �z�, II 1 " HYDROSTATIC RELIEF" o -------------- -- q � wESTwv-1.18 c�ISTRo T'0'GRAVITY SAINT cc 9 ""Z�L� CT 9 � D�'4� OL.� F e � 1. ��=� �7 OPENINGS REQUIRED a :. C.I.P MES AT PROPOSED BANK •; u -.OX = :;:' - ,5= _ REMOVE � E OVE EbSTING M.E.S. AND I I � A nOtOl�ed '`� ;, _ �'�Belo OF RESHAPED SMFa ,` _ T• #. = + Y N► w t „\N (EXISTING INV. _ (-)1.01t PIPE AS REQUIRED (APPROX. r.r 5 DROP INLET 8A68 PDO EW40on MFE)shall c 48 LF. TO CONSTRUCT NEW ` I k, .ty•? f-.F. - w APPROXIMATE LOCATION OF EXIS PROPOSED INV. m,(-)O.77±)__, w . ) «:ATE EL 3.a� 0 ............... ..,..-.-..-..-.. ........�..._ .... .......,. .. .... � ��" �r�,, 20 ^� SOUTH wv._-o.ss �N�������� � O NWL. EL 0.9f CJ.P. Ii�ES_AT PROPOSED--BANK f�� y�\ 'LIMIT OF '�"' � •T1 ;i, OF RESHAPED SMF v� .fi � . I+ p O z RESTROOMa) z . a: .e _ _ _.-.".._.. " .� REM L ...- _ _ �. �...�w t.... _ ii F.F. > w_._. - ._ w_ _ _.. = y�" EL 7.60 OR 00atfood i�obil I'd a m..,.-,^ yg ._._. .m,......-.............-..,"...". ..., .., ..u. � ..... �.(IS11NG INV. - 1._4S -w.-..::_- F-� •EXI � Xg�x �\ •,",+ter M..,v„ ".=C A`,a w ............ ........... w. ...,,.. ,," "� � i �i x.x ALUMI M 2 A zip mate i pam z . _ SII FENCE _ MAX. LINEAR o I .► �ti x . . . SLOPE AND 2.0% MAX. ui o -` 3.0 � ooh I CROSS SLOPE OVER cn SIDEWALK, TYP. D xQ,30 �� , EXISTING 18 RCP "� X4, :s.\\ p I .Dfio' �• 10.22 - w O Bre; •a? a n ? '{ INY.NW\ 1.2 �• \ m �O• 6 9 �n SZD# •� x9,i �� Rn 7,3 Y •R ,! 7, `� •� �?.2t ff' ,�R:•,� J � � ^: i 9 � c< x eE3,8 10.0 SANT - HOLE •��• r :�w x��� n�`I ' N x � V l*• x 7 TOP 8 S3N x W• '�i •� y �I 22iT LF O s T 9. tiF VJ FULL OF WATER _ _-..-. III 18"=HP A des 3 WNV.W. 4.38 - --------------� -_._- =W=_� -----------_=_--______-_______--_ ____ �____=8' =PSE===�=\„ =i=z , r = 9 w. z z n� REMOVE RISER/ SAWCUT "'� NO RQti��ilENt'QR �r '• W PROPOSEDY STRUCTURE AS REQUIRED TO SHAD.BE INSTALLED BELOW IIm MODULAR BLOCK 9 CONSTRUCT C.I.P. TOP AT RETAINING WALL ELEVATION 4.15 SANITARY MANHOLE 8" HDPE TRUNKLINEB VA Q EAST RIM EL-6.17 TOP OF WALL EL INV.N. F. FOR ROOF DRAIN Q_ ( DRAINAGE STRUCTURE REMAIN + 131 W._,.+a �,. _•_. ". �) (EXISTING INV. EL = (-) .37t NEAW RIM OF .TA�r wANNOLE HI P011VT,. . .MAW- 60 ii MIN. S=1.0 . TYP. �, �� � z N.G. - O.2 ELEVATION 0.17 N.A.VA.1998 DATLAi EXISTING INV. EL = .02t S) \ °t� 04 7. Q o i � . EXISTING STORM PIE OVER 6" HDPE CONNECTIONui (9 - EXISTING SANiTAR SEWER TO ROOF DRAIN, IYP.top O IF.f (REFER T O ARCH. z �;_ >8.50 i A i -VIPLAN FOR LOCATION) Q z iii DRAINAGE STRUCTURE TABLE x Ac h o Lia GRADE AT STRAIGHT z w STR. STRUCTURE TYPE TOP INVERT EL. _ ". , M""w' SLOPE FROM BLDG EDGE IL NO. EL. s L W kINT 7, TO BACK OF SIDEWALK Q 0 _� ' GRASS ALL DISTURBED v M - -3.50 24 HP CONTRACTOR SHALL = .. S 1 STD ES � ::> > ; ,:.s:,:;: S-2 TYPE E INLET 6.60 -3.35 24" HP VERIFY GRADES OF 1 .8�� •e S-1 AREA) NUTE 1(�i 0 -1.30 18" HP EXISTING SWALE i 1. `� t= 0 � WALLS OF ANY Z+�NE o OUTSIDE PROJECT ENCLOSE AREA F100t}ELtYA BOUNDARY ON = 0.03 A " CONSTRUCTED To P RO►A 0.25 15" H P `� � : � � � MARK ��3 � MUST BE CQ TX)K j ._ AND LATERA!MOYF„IVIEMR,THE o 3.05 12 HP ASBUILTS 7. ,� ,IW_ ., � S-3 TYPE C INLET 6.85 -0.85 18" HP i ncAur Y a�. �i..; ELENA WAS TO AUTOMA �� {` N.A.v t9M OARaI �s w." � AN I W -0.20 12 HP W i 7 7 LF. �.� � � D DRAIN THE MCLOMARE&AS PM NA a- -0.20 15 HP _ 1 i AND� 1NSURAN4'E AOT� w� HP ADS 1994Ad 1.1 12 HP E ' - i 3 0 ~S 4 w i� r- S-4 15" ADS INLINE DRAIN 7.00 0.00 12" HP ` i `1 8" HDPE TRUNKUNE °0 1 FOR ROOF DRAIN o S-5 TYPE C INLET 6.85 0.10 15 HP �- 0.10 15" HP 57 LF 12 HP ADS .04 A (MIN. S=1TYO. ---� S-6 TYPE C INLET 6.50 0.25 15" HP .03 A i. „w W Q z 4 U.. 2.95 12" HP _ S-7 15" ADS YARD DRAIN 6.60 3.20 12" HP F�F� L 7 6" HDPE CONNECTION = z o 3.20 12 HP NOTES: I; •5 ? =I TC ROOF DRAIN, �. � uJ Q S-8 15" ADS INLINE DRAIN 6.60 3.35 12" HP 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. F.F. EL '1 REFER TO ARCH = V 12" HP 2. CONTRACTOR SHALL NOT SCALE PLAN BUT SHALL REFER TO SITE LAN FOR ALL LINE DIMENSIONS. 8.55 h ( ci '� 3.35It1;H P NT =PLAN FOROCATI z Q S-9 15 ADS INLINE DRAIN 6.60 3.50 12 HP 3. ROADWAY UNDERDRAIN SHOWN HEREON IS BASED ON THE PROJECTGEOTECHNICAL ENGINEERS �' '' Z 8 HDPE TRUNKLINE =M ;• 3.50 12" HP UNDERDRAIN ANALYSIS. FINAL DETERMINATION OF LIMITS OF UNDERDRAIN MAY BE ADJUSTED FOR ROOF DRAIN 25 4 W W 7. (MIN. S=1.07), T V. � _ � { � 00 o W w S-10 15" ADS INLINE DRAIN 6.60 3.60 12" HP BASED ON TEST HOLE OBSERVATIONS DURING ROADWAY CONSTRUCTION. O _ f _ =i ' S-11 TYPE C INLET 6.60 0.40 15" HP 4. ALL PIPE LENGTHS SHOWN HEREON ARE APPROXIMATE AND ARE TAKEN FROM THE APPROXIMATE i L xf xw� a 2.95 12" HP CENTER OF GRATE RING AND COVER TO THE BACK OF THE MITERED END SECTIONS. U S-12 15 ADS YARD DRAIN 6.70 3.05 12 HP 5. REFER TO THIS SHEET FOR DRAINAGE STRUCTURE TABLE. » f o I r.. >- ,. 6 HDPE CONNECTION :x �i -J S-13 15 ADS INLINE DRAIN 6.30 3.30 12 HP 6. HANDICAP SPACE AND ACCESSIBLE ISLE SLOPE SHALL NOT EXCEE 2.0% IN ANY DIRECTION. TO ROOF DRAIN, rM. _ \ i i - J S-14 15" ADS INLINE DRAIN 6.50 3.50 12" HPC z (REFER TO ARCH. z 0 PLAN FOR LOCATION) 33 , 1 Q J v �_ m 60 LF. N 1 H : � > - O _ 15" HP ADS _ X_�.� x 7. .. . ...:..:.. .. Ar• �j "� 3 EXISTING CHUCHCL STORM WATER ::::: . �a n, . r� +4 i •C � CP+UG M AGEMENT F CIUTY y _, :....: .� a (NORTHP p). _ Gj..•....... �j�jL w .�.�... O r'� % N ok J ��' a O �. EXISTING OVERFLOW i , ,� . : 6-;= 77 LF. V-SWALE W/ 4.1 `: 5 MAX. LINEAR d O i SIDE SLOPES AT GRADE SHOWN SLO AND 2.OX MAX. o - �, cn STRUCTURE = i A. J O ` WEST EDGE OF SWALE TO BE ' CR SLOPE THROUGH (TOP EL = 3.70f) ( " �� i R ^ : '�"' 1U C( p� 1 T CR WALK, TYP. . BUILT UP TO PROVIDE 6 MIN. � � I / ,, F O _C z DEPTH, SOD ALL DISTURBED . .-� t: , ALO E . v.. "."_ .,_�. �• `Z .I f TEMPORARY ARES F.F.F F8 1- Q a i ,� REAK POIN a I CONSTRUCTION " " 6.85 o EASEMENT "� 81 LF. N .08 Act '. . ` Z V) v) I CP+UG 12 HP ADS rn � � .41 )2 Act = 5. 0 -� s� t '• ••` ,� DI , � •� i � 'I :x�" � '• 1• � �: ///����/���nt�u►trtttttt�� ,````-� &T MM NAL IN Project No. � ATION.4.92 8" P E "H D w. VA t989 DATUM SEN;N MARK P ..mow 16-01-0006 � Designed: Drawn: f i XT MAO AR.IN S-7 7� 2 Acf f'" 9 0: 2 Ac Fl OPTIC �' ' FANITARY M _LE1 3 FlEVA7N�1 7.89 i S_8 i OC RISER " TOP EL 8.88 t x n w 41, cc SOUTH NV.=0.73 "• "" c i i } N.AVA t988 DA1LA1 ? \\ J.E.W. LNV. 0.7� _- � iD€ e r _ S-10 f � D.C.G. - l.....,,.... . . . .- . a -~ �° ; � ERGRWN � "s TE_�; � � �� `�► Checked: �O '� w :.. _._ w,-..... ::,:. ` �:.. RISER e _ . �� . � T w... q o.c.: �. �. r - �� ..3 � �� �� .��� �. �� _. a,. ,, ,�_.. _ _ ,� - B.W. R.C W. g MATCHUN DETAIL THIS SHEET ��"� ....�,-.�" wv,.�. � . i SAWCUT AND C ECT _ �"� �� MATCHI G EXISTING FENCE TO -nn <_�. m_ , ;� _ �. �_� - � � w,�... -_.� �,. �.-.,_...� �� :: w + � � Dote: r BE RE OVED MAY BE REUSED A II _ ,� I I I I 13 i ���� �"���" ������ ��� - NOVEMBER 12 2015 TO EXISTING SIDE ALK " ���� " � • �� �• �A ��.,�.w.."....��:�...--.�. - �, � ���A � UNDERGROUND GAS RISER r � � DRCP INLET " 28 LF ERGROUN O �u - _ ,.,I §". R ATI EL-6.83I I 55 LF. 12 HP DS 12" HP ADS FOR INLET 8• 12, 2015 IN GOOD CONDITION) "R' am Rg� �. i s9uTH INV.-3.13 „ TH NV.=3.24 . ;.µa,<< v`' 1 FLOWLINE OF - I I 12 HP ADS » 1" = 30' (CONTRACTOR SHALL FIELD VERIFY Scale: KTM MTw `".,w i ° ��` EXISTING GV R �I I 6 HDPE CONNECTION SIZE AND LOCATION OF ALL O TSP EL- .82 TO REMAIN, WII � EAST INV. - 7 " ,Fx BR, f /k.8 TO ROOF DRAIN, TYP. EXISTING UTILITIES PRIOR T'0 (REFER IO ARCH. CONSTRUCTION (USE CAUTION II ^ ...w.,w .... ~~ �' PLAN FOR LOCATION) WHEN WORKING NEAR EXISTING In— " "~- UTILITIES) Sheet APPROXI TE LOCATION OF '�1A0"""" _ �� aoNa�ane: • I EXI NG 6" WATER MAIN w '` ".a10Im 11AA uM V N E I r ITARY MAIM _ ; V M O 'TOP EL 8.88 .-�' } i SOUTH INV.-073 M } } in A- - IMES7 INV -0.72 1 \Nf y +� STORM MANHOLE I , , k TOP EL 5.26] V O •�O WATER OVER MATCHUNE SEE DETAIL THIS SHEET ` ci. v O I EX. SANITARY '-all � i � i i i i �, i i i ■� N •O I (6" MIN. CLEAR) i. It _ w wvM.._. ; •� N (30" MIN. COVER) ISTORM MAN LE lt. , :. V tt' 1-6 90 BEND i `n O , I EA°PrINV. 7 ,1. It 1 1 -6"X4" TEE �• CONNECT TO EXISTING 6" WATER MAIN VIA 6' TAPANG SLEEVE AND s;. '; 1 -4" 90' BEND 0,S C 6" TAPPING VALVE COORDINATE CONNECTION WITH U UTY PROVIDER. t t ; 1 -4 GATE VAL - `rte+ �--1 '-` N CONTRACTOR SHALL USE CAUTION WHEN WORKIN m NEAR EXISTING _ �+ mm .v. 1 -2" METER (TOB I TILLED M M UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION LA B Y COAG) i �� O OF ALL UTILITIES PRIOR TOI CONSTRUCTION) =6A Q , 2_4"x2" REDUCERS *""�+ 'n N m ��r. _ rn 1 TEMPORARY BACTERI OGICAL d, = w l u, S 4MPLING POINT #3 II L 1-? 6" DOUBLE CHECK F. •L z . 5 n � DE i ECTOR ASSEMBLY _CU Ln IL S M�HOLE C� 51M7ii 1 " ALL rn O • �► VAL IN t 1-4" 45' BEND D r�.. 1-6" INSERTA VALVE ._ "} z 1-6" PLUG SEE DETAIL, SHEET 10E ,_ 11 POLYMER OX ;:{ Q !;::1-6045 BEND O o (CONTRACTOR SHALL USE INSERTA 6" PVC (SDR-35) 1� VA � i � » � M � ow E .VALVE� �AVOIQ BOSS OF UTILITY + 1-2 SADDLE W/ CORP STOP O a DURING CONSTRUCTION �COOR _ �� it SANITARY � �F • I tI LATERAL AT �_ `a j �� 1-4' 22.5' BEND M Z W UTILITY PROVIDE .� u1 �.. r _... �. I u 1.007, TYP. (CO. 1-6" 22.5• BENDOf \O < w INV. 3.0' MIN. _ N V MANHOLE #3, TYPE A ELOW PROPOSED � " •-- � w N 6" D 18 WAT�R`MAIN N +� GRADE) - t F PRIVATE � p °D TO BE LOCA D 5.0' INSII� i it STA. 13+25, 5.0�'�L O ON O .: c PROJ CT COUNDARY� I = n =. 4 TOP EL = 6.83 " N _.. . _w... ....__. _.w. . _ ... ........ _ _ - 1 TEMPORARY i��INV. V. IN 297 (6 ) N WATER dVER;STORM _ ++ BACTERIOLOGIC IN 297 (6") N m _ DOG POND`�2 � 6" MIN. BLEAR � � '; F SAMPLING POIN � � � INV. OUT EL = 2.80 S (30" MIN. COVER) It #2 1" POLY PIPE WATER -- i SERVICE TO RESTROOMUJ a -------------� R t� ------ , EXISTING 5" WATER W/ _ --------------------------- --- ►► _ NOTE O SADDLE i CORP STOP �} wesr INV. ,.,6 z _ :_.. BE N PROPOSED ::>_ :::: .:_: I , p _ BELOW o AREA EIAW FLOOD E a A ANY ENCLOSED LEV W OFATI INSERT � A I t = - LLSON SE �ES AND PLUGS al - t I 1 5 v A i Z j- t I _ i PREVENT FLOTATION, D EVEN MUT NSTRUCTE TOCOLLAPSE S BES 4 ALL WAS IN JOINTS ON ? t » 68 LF. N - DROP INLET AND LATERAL MOVEMENT.THE ENCLOSURE SHALL ALLOW W 6 ,NATER IN BETWEEN S 040% + � WATER TO AUTOMATICALLY ENTER INTO FLOW THROUGH � o i t+ 8 PVC SDR35 CRATE EL Y3 �. souTH INV. -a9s Q O ... w...... It r-» �� \� T SHALL BE STRAINED = i u �_ AND DRAIN THE ENCLOSED AREA,AS PER NATIONAL FLOOD cn Y �w.._���...� �. ..... _::. ��w..__ .._ _. w�..M._._._._.._ _ �....�.�. PROPOSED WATER MAIN..._T�13'E 30" BELOW _ �+ _ INSURANCE ACT OF 1968 AS AMENDED. +-- Q) z ._. .... _ _ ..ww..... .. - .._�.v.. U P TO PASS / n 0 a n 1 � Q OVER EXISTING SANITARY SEWER a m z -..._ 2-6" 90' BENDS 0 = u o 0 6 MIN. HORIZONTAL SEPARATION BETWEEN u , 6 PVC DR18 ¢ cn INLET FIRE MAIN Ln 1-6" INSERTA VALVE IN.Nw 6'0° +t 1 SANITARY OVER STORM w 1 » _,. o W m 6 PLUG (SEE DETAIL, WOE SHEE �1 _ `:>::>>`<`>�:'<<:' ><` 6 MIN. SANITARY MANHOLE HOLE TSTMORM OP-DRA OLE (CONTRACTOR ( ) f _ (36" MIN.CLR0 FULL OF WATER :;: " COVER) Ln p INV. TO AVOID LOSS OF UTILITY DURIN _ { INS,-3.43 1 6 22.5 BEND { e• E v.w.= _ • 4 PVC DR18 NO EQViPMENTORAPPLIANCsES c� �t c� o O 1 4 22.5 BENDS a a a a . . , _ w. _._............. w w............._._.._.__ _.�..................._........_. _ WATER SERVICE ,' ..._._.._ _ _ w { �i EINSTALLED 8 z Z K�.. _ _ _ SHALL B BELOW n CONNECT TO EXISTING 6" WATER MAIN VIA 6" TAPPING SLEEVE AND "? '_ N _; THE DESIGN ELEVATION* 6" TAPPING VALVE (COORDINATE CONNECTION MATH UTILITY PROVIDER. � � V f a m = II CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING : UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION ""' 2 WATER SERVIC ` SANITARY HOLEV. g 1 = t :. OVER FIRE MAI # "� OF ALL UTILITIES PRIOR TO CONSTRUCTION)IN T R_E 31=6.,7 = } 7 r a WATER OVER IN.r. .... _._. w. . (6" A _� X;� W EAST RIM OMAWF TARY MANHOLE. { 3 I N. CID ;_ { p Z EX. SANITARY ELEVAnaN n N.A.VD.IM DATLIM _ (6" MIN. CLEAR) 56 LF. N _ 70 30" MIN. COVER) 8" PVC SDR35 = 5 O ( ( ) w OCP+Uc CORE AND CONNECT TO EXISTING SANITARY O S 0.407E ♦^ J MANHOLE PROPOSED INV. EL = 1.45 v, (CONTRACTOR SHALL VERIFY SIZE AND MANHOLE #4, TYPE "A' _� " 1-4M TEE z O f LOCATION OF EXISTING INVERTS PRIOR TO PRIVATE 1-2 1-4 GATE V 4 VEZ" i} SHOP DRAWING SUBMITTAL AND NOTIFY STA. 12+60, 6.0' L DOLE W/ t Q Z Z TOP EL = 719 ORP 6" PVC - ENGINEER OF ANY DISCREPANCIES) ....I INV. IN EL = 2.52 N = Y L IITERA Q. w INV. IN EL = 1.78 S AT S- 1.00'x, TYP. ' INV. OUT EL = 1.68 W (CO. INV. 3.)' MIN. i O 15 = BELOW PROPOSED }z� _ " U 1- 6 FIRE HYDRANT W GRADE) ASSEMBLY O 1. REFER TO SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. {i= 2 CONTRACTOR SHALL VERIFY ALL U11UTY CROSSINGS ON RECORD DRAWINGS. (INVERTS, LOCATIONS, 1-2" BALL z � �� ` , Q v SEPARATION, TOP OF PIPE, AND GROUND ELEVATION) VALVE IN M IN I CONTRACTOR SHALL MAINTAIN 6 MIN. VERTICAL SEPARATION WHEN WATER MAIN IS ABOVE } POLYMER BOX { } "<' ». :�� :. ,} ae,► cum: (�' O i SEPARATION N.A.V 1Y88 DATLM . VERTICAL N WHEN STORM SEWER OR GRAVITY SANITARY SEWER AND MAINTAIN 12 MIN " WATER MAIN IS BELOW STORM SEWER OR GRAVITY SANITARY SEWER. CONTRACTOR SHALL VERIFY » CROSSINGS ON RECORD DRAWINGS (SEE NOTE 2). } 6 SANITARY SEWER f �- -- 1-6' 90' f SEND{ SERVICE (TYP.) 4. CONTRACTOR SHALL MAINTAIN 3.0' MIN. HORIZONTAL SEPARATION BETWEEN WATER MAIN, STORM. :<`: :.; M w SEWER PIPE AND STRUCTURES. CONTRACTOR SHALL MAINTAIN 6 MIN. HORIZONTAL SEPARATION SANITARY OVER STORM }= m BETWEEN WATER MAIN AND FORCE MAIN OR GRAVITY SANITARY SEWER MAINS AND MANHOLES. (6„ MIN. CLEAR) _ o T IRON BOX AND SHALL BE LOCATED OUTSIDE OF PAVED (36 MIN. COVER 5. ALL GATE VALVES SHALL HAVE A CAS ) _ AREAS, CURBS AND SIDEWALKS EXCEPT AS NOTED. 265 LF. N .'. :~`> } i W -� o GENERALLY PLAN SHEETS DEPICT HORIZONTAL BENDS ONLY; CONTRACTOR SHALL CONSTRUCT } w z 6. VERTICAL BENDS AS REQUIRED FOR VERTICAL CROSSINGS AND COST FOR VERTICAL BENDS SHALL 8 PVC (SDR35) F. . +i O S = 0.40% cn BE INCLUDED IN THE BID PRICE. O - 7. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES (LOCATION AND { ( = Z o INVERTS) AND SHALL EXERCISE CAUTION WHEN WORKING NEAR ALL EXISTING UTILITIES AND = z :3I W z A? _ (� SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY IF THERE ARE DISCREPANCIES OR CONFUCT& " I+f HYDROSTATIC RE MY p L5 8, ALL FIRE HYDRANT ASSEMBLIES SHALL INCLUDE A 1-6' GATE VALVE W/ CAST IRON BOX AND Of 1-2" BALL 1_2 il: _{_ (�PE� NG�+ � � Z Q _ FIRE HYDRANT. (SEE DETAILS) VALVE IN / w ADDLE W =1 I+i O z » } _' iii W ORP STOP :.: } I : Delolw _ An n a»� PO }_ enclosed POLYMER BOX ' 4 TEE D OF BACK OF CURB. Y 9. FIRE HYDRANTS SHALL BE LOCATE 3.0 TO 10.0 OFF � w } } 0 LLl N - M W i W OF MANHOLE. E18V>ktiOft � s� MANHOLE INVERT ELEVATIONS ARE AT CENTERLINE �= Base FI 10. ALL M Flood 4 GATE V VE.. { U 11. MECHANICAL PIPE RESTRAINTS SHALL BE USED IN ACCORDANCE WITH TABLE ON SHEET 10E. j { have openings meeting O 12. ALL SANITARY SEWER SERVICE LATERALS STUB OUT TO BUILDINGS SHALL TERMINATE WITH INVERT i a op g t 8 U ,,, 1 } guidelines.All construction below _ }}_ _} _ w W ELEVATION OF 4.20 MIN. BELOW FINISH FLOOR. :,? 'FF_shall be of flood resistant UJ 13. ALL WATER SERVICE STUB OUTS TO BUILDINGS SHALL BE TERMINATED WITH A PLUG FOR } }_{ U >- _ } CONNECTION BY BUILDING CONTRACTOR. " _ ori _ J 1 POLYPIPE t}} � -rials as per FEMA guidelines J WATER SERVICE w Z 0 w z z U N 1-1" STUB FOR HOSE _ tt w _ � .�� BIB CONNECTION A?,_. , O 2 DUMPSTER AREA } l } _ .n t , 1 6 90 BEND it � Li vs , 3 z ° _ { 1-TEMPORARY BACTERIOLOGICAL ao V � } SAMPLING POINT 'I i C` , .�. A. w = OCP+Uc `ttttttttNttt t�t�iUt���ii Q. CONNECT TO EXISTING 8' WATER MAIN VIA 8'x6" TAPPING SLEEVELIJ _ ��i o°� • � � ��'�. O P.PRM%rATE LOCAT ON OF AND 6 TAPPING VALVE (COORDINATE CONNECTION WITH UTILITY SANITARY OVER STORM , :; `� �•.• ''/ •, c " .. } PROVIDER. CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR ' _ _ :_ { ' " • EXISTING 8 WATER MAIN (6„ MIN. CLEAR) } _ = MANHOLE1, E A a .• O (36 MIN. COVER) LF• ,�, = PRIVATE 0 r EXISTING UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND , ;" u' N t { ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION) " » STA. 10+40, 5. L 1� >- 1-4 GA VALVE VC (SDR35) TOP Q, = 7.19 } O s .40% » 1-2 USHI _ _? INV. IN EL = 3. 2 (6 ) SE }� INV. OUT EL = 15 W ..� YDR T }`� _ } MANHOLE #2, TYPE "A" {_ , ••fi, � cn a�+� PRIVATE t ' •.•...••* i STA. 10+92, 5.00 L D? 1 { TOP EL 7.01 _ _ 12� } �����n�n�mHt�tutatttttttttt N M INV. IN 3.32 (6") S �.....----.-.-._ � _. �� �..�....v.......... �i� ��� Project No.: APPROA TE LOCATION OF f I I L 294E } v EXI NG 6" WATER MAIN ' 710 INV ' 2.84 N nm oPnc 16-01-0006 00 ' / Designed: Drawn: M I �` }; N.AA.VA IM DATUM --�- -• I fI OCABIE RISER ..w �- :_ - - - - - - - - -a- - - - - - i � J.E.W. D.C.G. Cr 4t co �_�.'.�" �.. .�.v.....w.-�v-�...v...`�..'w � � � _, _ ....... - - ....m.._..w........_-...., ._.�.�....._,�.w. ..........._......�.w�...�....�..�����.... �_�..u.�._..�.���.......v�v.................. .....w..............w.......,...........,...,..,.,mM�,...............,.....,.........„UNDFRGROUN` ���_ �- �..m.... Checked: 0.C.: O ` STORM MANHOLE w CAS RISER _ - T.B.W. R.C.W. tTOP EL 5.26 �w. ... .........w_ ... ._. .�......M.._.........�._w......,..... ..��...._..�.�.w.w Date: ORATE EL-6.42 T- �°7'""'�' NLET NOVEMBER 12, 2015 O (MATE EL-8.83 MATCHUNE SEE ABOVE c � w i } TMINv. 3.,3 �I ATLANTIC BC)ULE /ARD „ _. 11 soulH INV. 324 Scale: all (100 ROW) 1�-6" 90• BEND II m Sheet • E EDGE OF DE TECTABLEM 0 WARNING jV b4.... „ DOME PATTERNS SHALL 1.6 MIN. BE IN-LINE WITH THE {' v �' ' . M „ 2.4" MAX. -: , W. 3 0 6.5' 7.5 DIRECTION OF TRAVEL. BRICK � .0 V•• 0, . •r 29 _I FILTER FABRIC---,,.,,., c4 TRUNCATED DOMECOVER 2-#e @ 6"O.C. 0 , v (SEE DETAIL) POST DRIVEN INTO U en.� VALLEY CURB Or ° GROUND 18 MIN. ,__,, ,_.,o N.T.S. M E W a. �� o rr)Z � 0.9 MIN. o.2"±0.02"-.I FLOWN GRADE N Ln N 1.4 MAX. R3� '� x O__0 0I TEGRAL Ra F b0 O ~ F' F 6' 3 F m N �. ._.. � cn Q R F a �?SOW- 4) LO(� C_ . UJ a 4"R „ SLOPE TO MATCH � DOME 3 3 . i .. > � � m i~ as w � D ci.. .. 10 SLOPE OF ADJACENT N I WIRE OR NETTING PLAN 9 4 4 4 4 •r `' M ui Li C II. < . PAVEMENT O 0O PRECAST IN ACCORDANCE .0 (v 0 � 8"R � � � sa r� SECTION WITH LATEST EDITIONS E 6_3 1/2 R PAVEMENT SLOPING TRUNCATED DOME ENVIROFENCE 10OX WITH SED. FILTER OF ASTM C 478 ' o z Q / 6 MANHOLE COVER AND FRAME M Z LO AWAY FROM GUTTER FABRIC, NETTING do FENCE PER CITY OF JAX.STD. r U1 O O O 3 GROUT b'0 � N Q W N 18" EDGE OF DETECTABLE NOTE: USE ADA PAVERS OR 8' Oct m 06 WARNING APPROVED EQUIVALENT ox. cc MIAMI CURB & GUTTER (HIGH SIDE) '- " N z 2 g BRICK � N.T.S. • GROUT,"RAMNEK"OR .� BASE-TO BASE SPACING HALL BE 0.65" MINIMUM BETWEEN DOMES. 1�;, 2 CLEAR ?-_--_ "0"RING JOINTS 0° a �� PIPE MUST WHERE REQ'D. �. �/ c NOT BE IN P VI 'pp CONST.JOINT F- w ��� / e7 w MINIMUM WALL THICKNESS SHALL a o a BE ONE TWELFTH OF THE DIAM. 0 PAVEMENT SLOPING 1/4" LIP ASPHALT TOWARD GUTTER ���� .' 2"CLEAR OF THE RISER,WITH A MINIMUM IZ / �� _y . WALL THICKNESS OF 5". Ir 4 R ABOVE CURB ALL SIDEWALK CUR RAMPS SHALL HAVE DETECTABLE WARNING W " 10" SURFACES THAT E TEND THE FULL WIDTH OF THE RAMP AND �� MIN. 4 X4 TRENCH PIPES SHALL BE FLUSH O IN THE DIRECTION F TRAVEL 24" FROM THE BACK OF CURB BEARING CAP ' : , ' . : WITH INSIDE WALL. o , d 2000 P.S.F. �� i zm//izi/owvi/ // W z g" 8"R K1/2"R ELEVATION 6" .. '' , ��. . �" CURB AMP DETECTABLE WARNING SILT FENCE DETAIL o N.T.S. N.T.S. NOTE: FOR ADDITIONAL STRUCTURAL DETAILS REFER TO PLATE D-110 w V) 4" w 18" A STORM SEWER J-1 MANHOLE m . ° N.T.S. �' o o � MIAMI CURB & GUTTER (LOW SIDE) �F3 �,.F.:F .. - - •° o .F u / ..3 ,.• ,F 3 a a a a z z N.T.S. F•e 3'3,33. 1 �,J 3R+R,}�FBF R '� .f a •{^FFF�'+'F �fi 3 3 F e�^FF� 3 4" 8" COMPACTED SUBGRADE UNDER SIDEWALK W I= CURB AND CURB & GUTTER NOTES: 95X MAX. DENSITY (A.A.S.H.T.O. T-180) cccc 1. M ATERI ALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST RN DOWN AS REQUIRED TO KEEP Q a FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE "An = 3" MIN. BELOW ADJACENT GRADE z CONSTRUCTION. _Z - 2.CONCRETE SHALL BE CLASS 1 CONCRETE WITH A MINIMUM 28 AT GRADE Q x DAY COMPRESSIVE STRENGTH OF 3,000 PSI. W 3.WHEN USED ON THE HIGH SIDE OF ROADWAY SECTIONS, THE O0 o CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE » SLQrT OPENINGS SHALL Q -J OF THE ADJACENT PAVEMENT. WHERE THIS CONDITION IS NOTES: » 4» 4 " NOI BE IN WALLS - i ENCOUNTERED, THE FRONT FACE VERTICAL DIMENSION SHALL 1. CONSTRUCT STRAIGHT JOINTS WITH FACE PERPENDICULAR TO 3 4 �- 5 3/4 -�j 5 3/4 WITH GRATE SEAT 0 Q z REMAIN AS SHOWN FOR NORMAL SECTIONS SHOWN HEREON. SURFACE OF CONCRETE. TRAVERSE JOINTS SHALL BE AT RIGHT o X" RCP Z ~ w ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED ON PLANS. O o _ a'd' W 2.PROVIDE EXPANSION JO! TS AT 100' INTERVAL MAXIMUM SPACING o o N GRATE ' Q 0 0 ON CENTER. o II ,I I X 3.PROVIDE EXPANSION JOI TS FILLER FOR JOINTS ABUTTINGo_ o i I .� It C9 0 CURBS, _ CATCH BASINS, MANHOLES, INLETS STRUCTURES, WALKS AND OTHER o o I r. X Z W FIXED OBJECTS UNLESS OTHERWISE INDICATED ON PLANS. F- 1 ':' N 0 I 3 -0 NOTE: CONC. DESIGN 4.EXTEND JOINTS FILLER FULL WIDTH AND DEPTH OF JOINT, AND :� o 0 I 0 BELOW FINISHED SURFA E. PLACE SEALANT OVER JOINT FILLER o o t' I STRENGTH Q 0 0 ( 4000 P.S.I. PER MANUFACTURERS R COMMENDATIONS. o o " w 12 Of 5.USE PREMOLDED ASPHA T-IMPREGNATED FIBERBOARD, 1h" THICK o o ".'I. 0 _.W. ao w CONFORMING TO ASTM 1751. m 6.CONTRACTION JOINT SHALL BE SAW CUT (34"' WIDE BY 1 '9 DEEP). 8» :� . 8» o 7.FINISHED SURFACE FOR CONCRETE SIDEWALK SHALL BE GRAY „ � CONCRETE WITH LIGHT ROOM FINISH PERPENDICULAR TO LINE OF 8» 2 -0 8» W --J Q o I. I L _ z TRAFFIC. 2 1/4" 5 3 4" 1.5" TYPE S-3 ASPHALTIC GROUT, OR CONCRETE SURFACE COURSE &PROVIDE CRACK CONTROL JOINTS OO(SAME AS WIDTH) O.C. to „ _ „ / � - 9.PROVIDE 16" STRIP SOD ADJACENT TO ALL EDGES OF SIDEWALK w 1' I. RIM NEK 5 3/4" 2 1/4" O = Z o x J01 ITS WHERE ALL EXPOSED CORNERS = �j,J Q CURB AND PAVEMENT AREAS. � REO UIRED AND EDGES TO E U 10. CONCRETE COMPRESSION STRENGTH 3000 P.S.I. OO 28 DAYS „ CHAMFERED 3/4� z tr 0 11. SIDEWALK TO BE CONSTRUCTED WITH SLOPES COMPLYING TO EYE �2 Q o ? WITH LATEST ADA CODE AND FDOT INDEX 304. SIDEWALK MAX BOLTS W rr �` � � 2"x2"xl 4" ANGLE m o W w LINEAR SLOPE OF 5.0% AND MAX CROSS SLOPE OF 2.0% I,. 2" IRON GATE SEAT y 11 IO R #+ .+3 FF, i„ er°•„ .F' F'3 P`•, rf'3 33'F (t+f• W � �2-1/4 N . - }` 3 ' d3 PIPE RO"ATED (SEE PLATE D-209) 0 V Q � .,RRR 3" 3�,3''33F F3F 3, 333333 'Fte • " RF,F " 3dt R••a„ .+FF3 t"F' 1 » 3 F3' F3 3� X33 PR 333'3 3 3 -0 FOR CLARITY _ w W CONCRETE WALK C_� F I tl RA`a' 3£ F``,✓.3 +, 3'F 333 t R FFF,F` tr` }{3 A F,"'tj 3' 1 °'• ,3•F+{ FFf'' X33 N.T.S.. . . . Z w ^'3•+ ,,+ 9 ,,+,,+ I ( z +! R F'•+" RR� ' soot R8d`-, �J' 3.33' � F -- '• z 6" LIMEROCK BASE LBR 100, COMPACTED `O ;.I: -� o TO A MINIMUM 98X OF THE MODIFIED •I � _" � �' � o PROCTOR MAXIMUM DRY DENSITY x 00 0- » » A.A.S.H.T.O. T-180 . PRIMED ENTIRE WIDTH FINISHED GRADE N ( Cn 8 F- 3 ( ) I W w 12" STABILIZED SUBGRADE MINIMUM LBR 40 " I F. Q ��t" '''��� 0 10 MAXIMUM PLASTIC INDEX OF 6, COMPACTED TO z 5-3/4" 5-3/4" > •,.......,, 2 ,, 0 0. - GROUT, OR "RAM-NEK" ,.•'' °% w MINIMUM DENSITY OF 9870 OF THE MODIFIED PROCTOR00 c MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). 1 R-T CONCRETE N Oo ao JOINTS WHEN REQUIRED C) 0 �:• o VALVE JACKET04 CD W m NOTES: PLAN VIEW #4 BARS 0 3" O.C. ©--- z 1. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. -___.�. a IL MINIMUM BEARINGS CAPACITY :?,000 PSF 1/2"/FT. PIPE ROTATED FOR CLARITY •''�4 `' 0 o 2.SOIL ANALYSIS MAY INDICATE THE NEED FOR THICKER .,... � � BASE COURSES THAN THOSE HEREIN. THE PAVEMENT o Q V) 3 THICKNESS SHOWN HEREIN ARE NOT INTENDED TO BE SECTION VIEW " „m���'� i � ABSOLUTE, BUT ARE PRELIMINARY CRITERIA AND MAY BE ' Cs MODIFIED TO ACCOMMODATE THE BEARING CAPACITY OF Project No.: o VARIOUS SUBGRADES. PVC WYE STORM SEWER TYPE "E" INLET • . PIPE MUST NOT BE IN - CONSTRUCTION JOINT 1fi 01-0006 3.ALL ASPHALTIC CONCRETE SHALL MEET THE BRANCH PVC STOPPER N.T.S. � Designed: Drawn: REQUIREMENTS OF SECTION 331 AND/OR 333, FDOT 9 PIPES SHALL BE FL J.E.W. D.C.G. w Q. STANDARD SPECIFICATIONS, LATEST EDITION. 45' _ NTH INSIDE WALL Checked: c NOTES: - r T.B.W. R.C.W. o THESE NOTES APPLY TO ALL INLE S NOT IN TYPICAL PAVEMENT SECTION PAVEMENT AREA. F33E ,F+ te: INV. ELEV. ON PLANS MINIMUM BEARING CAPACITY 2000 PSF °i. OVEMBER 12, 2015 o N.T.S. GIVEN AT THIS POINT 1. CONCRETE DESIGN STRENGTH 4,000 PSI Scale: � 2.ALL GRATES TO BE TRAFFIC BES RING GRATE CLEAN UT DETAIL 3.CONTRACTOR SHALL PLACE A 1C' WIDE SOD MODIFIED TYPE "C" INLET T.S. COLLAR AROUND INLETS (NOT IN PAVEMENT). N.T.S. Q Sheet 8A • V NE TRENCH WIDTH VARIES u �M y ASPHALTW/ SIZE OF PIPE 0 '30 U wf,..�._.,: �;i.m:fM NYL:IM , ..C,Fa•K..'. \f ,a.z.?,' ff • � v •a' O/CROWN TRENCH IN Z 7,777"_ PROVED AREAS �J i fKDo (3" MINIMUM) QW FINISHED 1 p GRADE � � I- G 0 M.0 Z � `IOM w � COMMON FILL o LA : 8" PORTLAND CEMENT CONCRETE AT 3500 PSI, to > _ 7, g"onI III- �� o N z w 6X6 / 10X10 W.W.F. aII I I Iin It / (FDOT STD. SPEC. 346 & 350) -III=I 1 ( � � o ffa � COURSE AGGREGATE SHALL BE GRAVEL OR - ,_ V) a1 ~ EXIST. GRADE N \ o O - SEE I�1 O p STONE MEETING THE REQUIREMENTS OF FDOT SIDE SLOPES PER I I Y a� "'�� Cy r O° Zf;r o 0 ffF ,`f SECTION 901-2 OR 901-3 RESPECTIVELY. NOTE 3 III= c L ..M `� V SLOPE { r f O o `°/1 TRENCH SAFETY ACT- , o` c ` f` FILTER MATERIAL p ff ;\{ THE GRADUATION SHALL MEET SECTION AND OSHA REGULATIONS SEE PLAN z _ _ � O� O _ _. _ r f{. ffJa3�� 901-1.4 GRADES 4, 467, 56, OR 57 STONE. (TYPICAL BOTH SIDES) ' 11 ( ( ( z a !; : - . �\, O O MEDIA 0 p \ " - PIPE I I I M . .. .. Z . f -I I • •-• •~' •ti=�' • . ..�:• o {f FILTER FABRIC SHALL BE MARAFI US 160 NW = E LLJ z �: . . . . . •.• . • . . •' I I III O.D. I III ►► �. o z . Z Of % 0 f f\ ,^ c .~ .•ti • �- : ~: • ` • - \ffF. 0 0 f f OR 140s" OR APPROVED EQUAL AND SHALL - III- VI •.•'- •`• • •.-'ti' • , ,. ,. • '; . . \ to o �f BE WRAPPED OVER THE TOP OF THE FILTER -III I ( I I I • ,- N f{ P f. �,fI I � � � �O Q w E \r: p p \ MEDIA, DOWN THE SIDES AND ACROSS THE I I .� c�I v " {f p f` f BOTTOM TO COMPLETELY ENCASE IT. = I I "' 12 STABILIZED SUBGRADE FDOT p o m 12" (MIN.) I I III-I N = `fl o m STD. SPEC. 160, TYPE B o 0 5/16 „ f \ I III III i . z ff 6" PERFORATED PIPE SHALL MEET AASHTO 3ff III I I W Z g •- (MIN LBR 40) o Via.: o o HOLES �:r�°`� M252 FOR CORRUGATED POLYETHYLENE �..� � I III :I I 111= a-o N f f jr f F .f F . sa ,a � SMOOTH INTERIOR PIPE OR ASTM F758 FOR = a w ffa f` ' } ' f CHLORIDE PIPE AND ASTM C508 co f...r �f° j ffra. r. a ff POLYVINYL CH - m m c EXPANSION do CONTRArT10NS NOTES - » NG ,\': \f� �\f}� �F{ \.. \\\\\ r\� I I III I Z 1. PROVIDE 1 2 PREMOLDED EXPANSION JOINTS AT 30 MAX. SPACING s \ \\.\\.f\\ .```��\ FOR PERFORATION REQUIREMENTS. -i I - a � 24" MIN. II I 1 _ CAREFULLY COMPACTED ~ •0 2. PROVIDE STAY-IN-PLACE KEY CONTRAC11ON JOINT OR APPROVED _ _ U • UNDISTURBED SOIL -III III •II1=1 II III • III III III IIEQUIV. AT CENTERUNE OF ROADWAYS AND AT 15 MAX. SELECI�D BACKFILL I-REE _ w OF ORGANIC MATERIAL ,III III III III III III III II- o 'o LY SPACING SHALL BE ADJUSTED TO BLEND CL 3. SPACING TRANSVERSE a Y WITH PAVING FINISH AS APPROVED BY OWNER. ASTHETiCALLNOTES: 1. PIPE USED FOR SUB SOIL DRAINS SHALL MEET AASHTO M177-721 SPECIFICATIONS FOR UNDISTURBED EARTH w NT DETAIL T M 198 FOR ASBESTOS CEMENT PIPE, AASHTO M 198 FOR (SEE NOTE 2) En HEAVY DUTY CONCRETE PAVEMENT BITUMINOUS FIBER PIPE, AASHTO -� � PIPE ASTM C444 FOR CONCRETE PIPE OR ASTM D 3033 FOR N N.T.S. ALUMINUM � a POLYVINYL-CHLORIDE PIPE. 2.CONTRACTOR SHALL PROVIDE MINIMUM 20' STUBOUTS ON EACH SIDE OF ALL DRAINAGE NOTES: z INLETS. STUBOUT LENGTHS IN EXCESS OF 20' MINIMUM SHALL BE AS SHOWN ON PAVING 1.TRENCH AND PIPE BE)DING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180). o AND DRAINAGE SHEETS. 2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. N 3.MINIMUM PIPE SLOPE OF 0.50% 3.15" MAX FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX FOR PIPE DIAMETER 24" AND LARGER. W 4.CONTRACTOR SHALL PROVIDE CLEAN OUTS AT EVERY 100 O.C. AND AT END OF PIPE. 4.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. m 5.ALL PIPE TO BE INST,�LLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. °' 6.REFER TO MANUAL FCR SHEETING AND BRACING IN EXCAVATIONS. o ROADWAY UNDERDRAIN DETAIL 7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS � � � N � o ~o N.T.S. OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH a a a a z z REQUIREMENTS OF RICHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. V) W ~ TYPE 'B' BEDDING & TRENCH DETAIL Q SIGN NO. FTP-21-06 Q N.T.S. � & FTP-22-06 z z -� 6' 5' 6' Q W F. • a 12" (n J I . • ..4 .• A. a • .e ' I v 4 LB/FT "U" Q o . _ • _ . . d . d . . ' . • ° - a • ° " . . , It CHANNEL � A 1 ' .° • a • d ° ' ' •� ' . - • ' (GALVANIZED) Q z - - v ° e d - TRENCH WIDTH VARIES �- z � • v a •. • v - '• '.'. ° . ''° e' . " a .' ° 'e • " W/ SIZE OF PIPE W a A4 A. e: - v . . 1-1/4 Q Q o °�° PARKING BY `I to 1-13/16" CROWN TRENCH IN (D 0 DISABLED 0 to " UNIMPROVED AREAS z 0 PERMIT 1--1/16" Imo- -1/16 (3" MINIMUM) - 0 ONLY FINISHED NUT & LOCK GRADE Q 0 3-1/2n CL a. w $250. FINE _ W 1„ � coMluloN FILL III I ( ( III- °°w � f. POST SECTION I III 1 I I 1 _- �a }\r� ' ��' ff }ff�T -11 11 I IEEI I I I I I I I a ��{�F F 3� WASHER " o 12 SIGN DETAI Laf�\� � �� . . :: 5/16 -III III III I 1 I I I �a..:\..> ,� MACHINE - I U- W -� Q o (TMS'•} o ' I -III III=- SEE I III- LL - Z F- CONC. SIGN SCREW OR SIDE SLOPES PER NOTE 3 III- a0 2 ~ `" w I BOLT TRENCH SAFETY ACT _ w ' I I III-- 1 I I I °° p = z WHITE AND OSHA REGULATIONS • -1I1 111I III III= _ � = U Q PAVEMENT (TYPICAL BOTH SIDES) I i I =_ PIPE z _I I I--11 I I II I I 11- Z Z Q MARKING •�.u.. MOUNTING DETAIL O.D.Ow 0 M = ' I I I MI III III; o (D Z - S Wo W I III II III oo Ww W U _ U Q POST " II ..... - N _ W w 12 (MIN.) -11I III II III III III,- z U I- (�' " HANDICAPPED SIGN & POST DETAILS I 11I �Ii- - 3-6 WIDE WHITE - 111 III= o - Z 0 z CHEVRONS EQUALLY N.T.S. I I 5 - w � z R AISLE CAREFULLY COMPA:TED 111 I 11 (- SPACED PER m Q z .......... ......... SELECTED BACKFILL FREE -I 1511 I I ( (� w o NOTES: a U OF ORGANIC MATERIAL �- - � w w w w 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND - I I I I-_ a o -°- �a o w w REFLECTIVE WHITE SYMBOL AND BORDER. PIPE BEDDING - III 111= Q - w a a WITH R E LE -1 I I I b 0 0 � m m- 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE SEE NOTE8) - I I Q w i _ i _ i BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 1 I I III III III 1 I 1 - o 60 TY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND -II 3 w 3. PENAL _ " w w II III III III III III II _ � � I � I I � -I 11. � I � UNDISTURBED EARTH `,�`����,,,,► syu � -o ,I� 2 w " WITH REFLECTIVE WHITE LEGEND AND BORDER. BEDDING F OC -i I I (_ w a w 0- 2 -�11. (SEE NOTE 2) � • I a = cn 6" WHITE s � N `O `� STRIPES _ a O o c -N.-.. c NOTES: = w z 1. TRENCH AND PIPE BEDDIN SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180). • ¢ a c " 1-1-2m 2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. j -•�•-- o 1-• 2 3.15" MAX FOR PIPE DIAME--ER LESS THAN 24", AND 24" MAX FOR PIPE DIAMETER 24 AND LARGER. V) T IN THE TRENCH DURING CONSTRUCTION. •••..,, ,`' _ 0 4.WATER SHALL NOT BE PERMITTED CL 5.ALL PIPE TO BE INSTALLE) WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. co 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 . 6.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 3 2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 p 7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATION Project No.: 3. SEE GRADING PLAN FOR ELEVATIONS. SHALL BE PAINTED OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH .�,� 16-01-0006 •y 4. ACCESS RAMP AND HANDICAP SYMBOL REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. Designed: Drawn: as RN DEPTH OF BEDDING ROCK BELOW THE J.E.W. D.C.G. o WHITE. H.C. SYMBOL SHALL BE 5 HIGH. 5. DIMENSION ARE TO THE CENTERLINE OF MARKINGS. 8.DEPTH FOR REMOVAL OF JNSUITABLE MATERIAL SHALL GOVERN *, PIPE. THE COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL T eked: O.C.: '� 6. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH � OF FEDERAL STANDARDS 595A. REACH SUITABLE FOUNDA-ION. T.B.W. R.C.W. SHADE 15180 to 7. THE FTP-22-06 PANAL SHALL BE MOUNTED BELOW THE ate: 8 FTP-21-06 SIGN. NOVEMBER 12, 2015 4 TYPE 'A' BEDDING & TRENCH DETAIL Scale: N.T.S. TYPICAL HANDICAP PARKING SPACES *„ N.T.S. Sheet 8B 10 V No YLOPLAST 15" INLINE DRAIN: 2715AG X � a M u -- 0 (z b4.� o o _' UO vs pwmmm OWNVACMMAOM v � € 1,2) INTEGRATED DUCTILE IRON Q, N FRAME&GRATE TO MATCH BASIN O.D. O 18"MIN NI DT Fi GUIDELINE _ V M 4k 13.25 M 6* 12,75 12,25 > o Z 4 10' 13.E ~ Its N (ppoe'W item) 00m SUM I 12* v m rXI -M IW*MWVJ IV :: b� dr —1 ,113 N 8"M IN THICKNESS GUIDELINE V) CA O W C _ _ Ln ._ a O a A ..M CY w TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINEV z APRON MINIMUM PIPE.BURIAL PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED f. 0 O DEPTH PER.PIPE TAILING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC [� D INVERT ACCORDING TO MANUFACTURER W X LOADING.&OTHER APPLICABLE DESIGN FACTORS. O E PAN VIEW O GTE PLANSITAKE OFF RECOMMENDATION � rr1 Z z CIL TTOSCALE r r Ln Ln pop (3) VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE: bO N mm\ 0 1.0 4"-15'FOR CORRUGATED HDPE(ADS N-12 iMCOR DUAL WALL, _ V W ADS/HANCOR SINGLE WALL),N-12 HP,PVC SEWER(EX:SDR 35), '� O d' m N :� ��' �� 0 (CORRUGATED HDPE SHOWN) ;. PVC DWV(EX: SCH 40),PVC C900,IC905.CORRUGATED&RIBBED PVC O O Ao " NOT SCALE O = cn ^C > •Z^ k.., Z w� Fsam WW TW atm W W THE BACKFILL MATERIAL SHALL BE CRUSHED STONE Of OTHER . GRATE OPTIONS LOAD RATING PART# DRAWING f of GRANULAR MATERIAL MEETING THE REQUIREMENTS OF:LASS I, ` PEDESTRIAN SETS H-10 15wop 7001-it14^207 � CLASS 11,OR CLASS III MATERIAL AS DEFINED IN ASTI 1 D2321. STANDARD MEETS R20 15 ,GS 7001:1142I3A � B� •� SOLID COVER MEETS 1+20 15 7001-11t�209 W � _ R� BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS c ALL BE f � �-^-•^� C: E. � gat PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH AST PEDESTRIAN BRONZE WA 15�F'B 7€X11-110-210 D2321. � N/A 1600060 70D1-11p,211 �• p a � TE I DROP IIN GRATE �T DUTY 1501D 7€01-11{6' s f_n fl" MM4 I 'NLI M PAD REQUIREMENT. 10' 10' 1 GRATESISOLID COVER SHALL BE DUCTILE IRON PER:ASTM A. GRADE 70-W-05, T �: 7 � Q ' WITH THE EXCEPT ION OF THE BRONZE GRATE. HIS PRINT DISCLOSES SUBJECT MATTER IN V`fiICH DRAWN BY ESC MATERIAL 3130 VERONA AVE R WOOD 0 CL UREt AND/OR NYLOI;LAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD GA 30518 z 2-FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GIBE 70-50-05- = O LARGER F O C � 3 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESSION OF THIS PRAT DOES NOT CONFER, DATE 41-03-0s PHNI X7701932.2113 ASS TRANSFER,OR LICENSE THE USE OF THE DESIGN OR FAX 770'932-:2490 TM D3212 FOR CORRUGATED HDPS(ADS N-121HANCOR DUAL WALL), � � � I p • ,* TECHNICAL INFORMATION WN HEREIN wwmn I lam-tus-m W `�, � >- Q • •^ � �', - 2 hIP<&I3VG EWE.. EVISED BY WH PROJECT Nt3lN1AME Y'�D REPRODUCTION OFTHIS'PRINTORANY INFORMATM U) N 1 R R N' THE ENCLOSURE ' IE ! DETERMINED � -DIMENSIONS ARE FOR RI:I^£�2ENCE ONLY.ACTUAL DIMEN510NS MAY VARY. TIME CONTAINED HEREIN,OR MANUFACTURE OF ANY _ •. ,.;. ,:- � . . .,. .. c,-DIMENSIONS IN INCHES RATE t13-'15-16 6' THE SIDE O THE t T R ARTICLE HEREFROM,FOP,THE DISCLOSURE TO OTHERS 15 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL W �a-SEE DRAWING N0.70€11-11x3-275 FOR AIDS N-12$�FIRNCOI:t DUAL WALL BELL ,• IS FORBIDDEN,EXCEPT BY SPECIFIC'WRIT'TEN m 9VFORIUtATION 6 DRAWING NO.70C1 F 110-364 FOR N-12 HP BELL INFORMATION, OWG SIZE A SCALE 1.20 SHEET 1 OF 1 17 No. 7tM13-11 REV E 4-1 ., . I� CNN LINK PENCE ` ANY INS PERMISSION FROt�1NYI,vPLAST. �t2�`�y�'€.t7�i�r DUMP TERRON TO 6 000I I- oIIIV aaa � a� z z �M �BAR CONCRETE.CONCRE • PLEASE CONTACT PUBLIC WORKS TYPO1 EC11ON SANITATION SUPERVISOR FOR ADD.IM NA lYLOPLAST 15" DRAIN BASIN: 2815AG __ X W `= NOT TO SCAE IQANCE lINFORI+ ATION AT 247-5834. V Q CITY F ATLANTIC E C K, FLORIDA (1,2) INTEGRATED DUCTILE IRON - Z z FRAME&GRATE TO MATCH BASIN O.D. -� _ x O TYPICAL 'UMPSTE:i ENCLOSUIRE STAt4DAR D " ¢' 16"MIN WIDTH rn J Ld �f O D - MINIMUM PIPE BURIAL y Zw DEPTH PER PIPE d:: 4 8"MIN THICKNESS GUIDELINE UJ0- MANUFACTURER - _�.u Q O RECOMMENDATION U MIN,MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR V 00 REQ.SAME AS MIN.SUMP) GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE z }° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, t r, TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS. VO (3) VARIABLE INVERT HEIGHTS SEE DRAWING NO,7001-110-111 FOR NON TRAFFIC INSTALLATION. > p AVAILABLE(ACCORDING TOQ 0 PLANSITAKE OFF) (5) ADAPTE= ANGLES CL i VARIABLI W-3601" . W ACCORDING''0 PLANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER ofW GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, m CLASS II,OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE W O 7 PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. J ` ui Q O (3) VARIABLE SUMP DEPTH U. = Z ACCORDING TO PLANS to (4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE: (6`MIN.BASED ON T� 4""-15"FOR CORRUGATED HDPE(ADS N-1VHANCOR DUAL WALL. { MANUFACTURING REQ.) O Z Z ADSIHANCOR SINGLE WALL),N-12 HP,PVC SEWER.(EX:SDR 35), r - 4 MIN 17 SDR ` W Q PVC DWV(EX: SCH 40),PVC C900IC9W CORRUGATED&RIBBER PVC /` z0 V p ���//�� Z_ WATERTIGHT,POINT W LL- v J x GRATE OPTIONS LOAD I P � q W (CORRUGATED HDPE SHOWN) _ _ �3 RATING ART� L�RAWIN+G a1I : � w W Y O PEDESTRIAN MEETS H-'10 1 f3P 7001-110407 �/ U STANDARD MELTS H-20 1,5GS 7001-110,208 Q 1i SOLID COVER MEETS f4_20 1599CGC 1599C7E 31-1'117 21 F_ U PEDESTRIAN BRONZE, A#+A 1 ,CiPB 7€ 1 11i21I3 W W DOME WA13 GD ; 700-111"111 i f r - VDRQ IN GRATE Kx0Q � J 1 - GRAT€S.tSCiLlfl COVE R SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5"5, Z W � Z WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN`WHICH DRAWN BY ESC MATERIAL. 3130 VEIRONA AVE 2 FRAMES SHALL BE DUCTILE IRON PER ASTMAI GRADE.70-50-05 a � O PJ'r'Lt1PLAST HAS PROPRIETARY RIGHTS.THE RECEIPT 83fftXt�S.GA 30S18 3 DRAIN MIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF TENS DINT DOES NOT CONFER, DATE 03.30-06 PLAIN(770)932-2113D U RISERS ARE NEEDED FOR.BASINS OVER W DUE TO SHIPPING RESTRICTIONS. TRANSFER,OR LICENSE.THE USE THE DESIGN OR 1�S�' FAX(770)532.2400 � � WO SEE DRAWING NO.7001-110-06. TECHNICAL INFORMATION SHOWN HEREIN RE{tISE#�BY Nl1Id PRC1lECT N13INIA9IE ww+ar.ssyloplasl•u:.cn� � � x'11/ 1 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION REVISED ASTM D3212 FOR CORRUGATED HDPE(ADS N-12MANCOR DUAL WALL), CONTAINED HEREIN.,OR MANUFACTURE URE OF ANY DATE 11:3.1-10 IDN N-12 HP,A,PVC SEINER. ARTICLE HEREFROM,FOR THE DISCLOSURE TO 01"HERS 15 W BRAIN BASIN QUICK SPEC Bl&TALLATION DETAIL � W 3 5 ADAPTERS CAN BE MOUNTED ON ANY ANGLE 00 TO 350`.TO DETERMINE MINIMUM IS FORBIDDEN,EXCEPT BY SPECk-IC `�fRITTEN Ck- ANGLE BETWEEN ADAPTERS SEE DRAWING NO,7001.110.012, -PERMISSION FROM NYLOPLAST, =::20Q NrWRAW DWG 31ZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001.110-190 REV E O CLN IL o,,••''` '',,, W to 1 V LW 0 tk AlfW r : / s cc s 4 +�s .! Project No.: p 16-01-0006 v Designed: Drawn: cc J.E.W. D.C.G. Cr Checked: O.C.: co T.B.W. R.C.W. 0 0 0 Date: r NOVEMBER 12, 2015 O tG Scale: r / t0 r i Sheet 8C V = d' E N != � M o L .a c, r Vcn cu 0 ..:O **/ � ^ V O � •O V aU !§iI V 'V) 0 ...� o1�010 ,.4 1.; ATION z C"d .-J APPROXIMATE EXISTING So WATER EXISTING JG 4' M .. % % ..:.. I MAIN ALUMINUM � �� p �Z FENCE w •---. rr1 10.0 XtSTiNG .... _.. .... PROPOSED RETAINING : . 1. 1. . _.. _. di �• . MAINTENANCE 10.0 EXI .25 STING ., W d' a� \ I bfJ BERM MAIN +.• _ a < BOJ ALL (T EL. 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EL ._ .60 AREAS TYP - • •� MAXIMUM CROSS 4:1 MAX OPE SL z . % Q �' 8 35 SLt1PE, TYP.} (SOD.DISTURBED S < W : : : : : 1 EA IN R/H) D m AR _J U °' LL- �...r - 3 _ M EXISiNG MIAMI �~ CUR �..- ...m_ I : : . AND TIER 6 . . I B c �.. _. Q . ... .� t,,_ XISTING GRADE _�- w �.w _. .. _._.w _ _. m w PROP _v. A�.� OSED GRADE o 4 : I .. y w.. . 4 ,,,,,,tiu1n1ruiu,i,,,,, :... ......... . ...... . ; : � L � : . : L cG ��•w ,,,� a o �.�` c, O1. ; ���� ��,mass& a _.. L. ...L.."11.1-"L-L."L­:'---L......L...........-:�..........."-----:LL....­..................I.:............L...........1.11.1 ........ . ....... _._ i,� ��� olo 1 2 • i � SECTION 3 ;2 : • u- (n 1. HORIZ. 1"=4' 6 0 6 VERT. 1"=4' �...�' � J z p `= W `J z § CL L . Q H •vi Cn o • �0 1 3 cn .� 1.111,11,111212....1111111 Q Project No.: 04 16-01-0006 Designed: Drawn: Cr Q J.E.W. D.C.G. o Checked: 0.C.: c e � T.B.W. R.C.W. C � ,�► Date: 0 NOVEMBER 12, 2015 T m ' ale: 1of =20' T / 11 Sheet v 1 • � 1Q 4' DIA REINFORCE:) V 54-0 EO & VERTICAL SEPARATION REQUIREMENTS CONCRETE MANHJLE 0O � MHORIZONTAL (NP) J � R Y. SCQ 0•�. ._ F R . 3 PROPOSED UTILITYP fCN `f f f _T" F f f A 0 \0 CUT OFF PIPE R^a�` V C- N AT WALL LINE(TY ) INFLUENT SEWER PIPE V •� V F F F F (SEE NOTE#1) WASTEWATER RECLAIMED WATER VACUUM SEWERS F`F ``{` F ,� F Ba ;f� f I °r � o POTABLE WATER WAS 6"(TYP.) V f v F F as. M.S1 L f fF ° 2 114":1: FLOW � EJOINT JOINT JOINT JOINT C CONFLICTING UTILITY HORIZ. VERT. SPACING* HORIZ. VERT. SPACING* HORIZ. VERT. SPACING* HORIZ. VERT. SPACING* 3 f F f F F 'f F F 2-NON PENETRATING �> O Ln � Z PICKHOLES SEE DETAIL) 1 3/8" 31 31 12" 6' 61 3'to 10' 12" 31 WIDE POTABLE WATER NOTE 1611 NOTE 2 6to 10NOTE 5 NOTE 2 31 611 NOTE 2 NOTE 2 . LEVELING COURSE, 12"(MIN.) C: '= p cn F` F F '° THICKNESS OF GRANULAR '� j 0 6' 3' 31 3' , „ 61 3' 11 3' f F�' '`f rex }' RECLAIMED WATER 3' 6" 3 6 NOTE 2 NOTE 1 6 F P' FF F`'ra f` ' J: °_d .. BACKFILL (#57 STONE) > o► c NOTE 2 NOTE 1 NOTE 1 NOTE 2 NOTE 2 L O R 1 D a > \a w NON-SKID SURFACE °°� .� 'L- M Ui (DIAMOND PATTERN) `.,, �- z WASTEWATER 6' 3' 3' 3' 11 3' 3' 3' _ v O 6' to 10' 12" 6„ (GRAVITY AND FORCE MAIN) NOTE 2 NOTE 1 NOTE 1 NOTE 1 6 NOTE 2 NOTE 1 611 NOTE 2 CONCRETE TO FORM �''� ''e O•0 SOLID CLASS "C" „1 M E o 3' 3' 3, PICKH L CONCRETE, SOL D FILLER O EASY FLOW CURVES .► p z E VACUUM SEWERS 3'to 10' 12" 3 3 611 3 61, 3 611 N TE 2 BRICKS ONLY AL_OWED AS Z CC cc NOTE 2 NOTE 1 NOTE 1 NOTE 1 NOTE 2 NOTE 1 _ Ln . 34 1/8"COVER FILLER, NO RUBE LE. N Q LJ GRADE TO 1/2"PER FOOT. ^V w m o d' Gro' 31 31 31 31 N eu RIGHT OF WAYS NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A NIA NOTE 1 N/A NIA r f NOTES: O N , j { � Ff � � � � a ._. 31 0 PERMANENT L c� 1. THI:ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE I- STRUCTURES NOTE 1 NIA NIA NOTE 1 N/A NIA NOTE 1 NIA N/A NOTE 1 N/A NIA N SHALL BE BETWEEN 90°- 180° UNLESS OTHERWISE APPROVED BY JEA. ao z Q (SIGNS, TREES, POLES, ETC.) COVER MACHINED SURFACE (SMOOTH) za DOVETAIL GROOVE &GASKET STORM 3' 1211 3' 3' 6„ 3' 3' 6„ 3' 3' 6„ 3' E SEWERS NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 35 3/4" (SEE DETAIL BELOW) PLAN VIEW (S-3) uJ 'i O IL 34 1/4" CN (FOR SECTION VIEW SEE S-2) r� ALL OTHER 3� 1 8 RIBS a NOTE 1 1211 NOTE 2 NOTE 1 6" NOTE 2 NOTE 1 611 NOTE 2 NOTE 1 611 NOTE 2 MACHINED SURFACE af UTILITIES o { •� O _T f (1) Z 31 1/2" _ MANHOLE FRAM= &COVER a NOTES: - z NEOPRENE"T" GASKET FINISHED GRADE - co 40 1/2" RING GROUT o 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS IN , COVER THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION \� , w FOR EACH ADDITIONAL FOOT F DEPTH. RING m ff off iF� 12" NOM, 18"MAX o 0 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. a 0 NOTES: ! . O PIPE TO OUTSIDE OF PIPE. PROTECTIVE SKIRT z 3. DISTANCES GIVEN ARE FROM OUTSIDE OF 1. MATERIAL. ASTM A-48 CLASS 35B GRAY IRON. 8" 2'-8"DIA CONCRETE ADJUSTMENTEn 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. 2. RING WEIGHT 230 LBS APPROX. GROOVE St GASKET DETAIL RINGS OR BRICKS (TYP) � GROUTED IN PLACE 5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM 3. COVER WEIGHT 230 LBS.APPROX. q Q SEPARATION SHALL BE 12 INCHES. R x M 4. ALL DIMENSIONS ARE SHOWN IN INCHES. b > Z N5.REQUIREMENTS FOR FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA(INCLUDING UTILITY DEDICATION PROJECTS),THE COVER SHALL =,�' W0 SEPARATIO INCLUDE THE"JEA" LOGO AND A NEOPRENE GASKET. r R O WATER, WASTEWATER AND RECLAIMED WATER MAINS 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA(SUCH AS PRIVATE SEWER COLLECTION 5' 4'-0"DIA SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA),THE COVER SHALL INCLUDE "SANITARY SEWER" GENERIC LETTERING(NO"JEA"LOGO OR NEOPRENE GASKET). F F-O"DIA PLASTIC JOINT SEALER Z Q z JANUARY 2015 PLATE W-10 = 6' (SEE NOTE 4) :" (2 SEALERS PER JOINT) o � W w SLOPE 1/2"— ao SANITARY SEWER MANHOLE FRAME AND COVER PER FT. TYP ��� _ o W 0 U ( 1 04 04 N W JANUARY 2015 PLATE S-1 �-- R, SOLID CLASS"C" - < w U CONCRETE W/SOLID \ o FILLER BRICKS ONLY a* O WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS-NOTES ALLOWED AS FILLER - ` :'�= REFER TO S-15 DETAIL. w - NO RUBBLE, GRADE TO j ,a a` "WATER MAINS" BE INSTALLED CLEANED DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL 112" PER FOOT. w 1. IT IS REQUIRED THAT . . .�.• �a }. m SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C.AND LATEST 1 x CONSTRUCT SPILLWAY WHERE r^ JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION,THE PHRASE"WATER MAINS"SHALL MEAN MAINS 6" '"`s '' "' ' F p INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED,OR FINISHED DRINKING WATER; .> s " $R, ° s CC) ABOVE MID HEIGHT OF LOWER ~ W Q O _ INVERT OF UPPER SEWER I J " '� �'� � MANHOLE JOINT "A" "B" "C" "D FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE(3)INCHES OR GREATER. IN ADDITION, F .,, THE PHRASE RECLAIMED WATER REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. INSIDE WALL a :• :R 7° JOINT ANGLE 53.043 52.543 51.500 52.000 \ SEWER. Ln . O -. .. Z 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE :: m: ::: ::= LEVELING COURSE, 12"(MIN) = z (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, 48 LD. 5 UNDISTURBED SOIL MIN. ::" :: ::::"::.':.':::'::::::::: :::.'- :::..' .':::::: THICKNESS OF GRANULAR = V a STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. ®° ' \` F � BEARING CAPACITY: : ` ``' FF,' •', F , ' BACKFILL (57 STONE) v j PREPRIMED JOINT ���\F �\ F � Z Q 0 — z PREMOLDED PLASTIC JOINT 2000 LB/SQ FT. fi � '�f �3 � ` � � � f IN UNSUITABLE SOILS, �` a` 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX(6) SEALER WITH PROTECTIVE SURFACES x; W FEET, AND PREFERABLY TEN(10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR WRAPPER TO CO ER ENTIRE :R. ..° "B" SECTION VIEW (S-2) OVER-EXCAVATION IS 0 00 o W Y PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED '� A.' ,�; ,: OUTSIDE WALL REQUIRED (SEE NOTE#6). U JOINT AREA(APPLYJOINT : :3.. e..x "- �.. Q WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS <.a; : OUTSIDE WALL „�„ R°` :oa' (FOR PLAN VIEW SEE S-3) �— (� a_ W MAY BE REDUCED TO THREE(3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX(6)INCHES ABOVE THE TOP SEALER TO TOP A D �;� . runJ OF THE SEWER(SPECIAL CASE). BOTTOM SURFACES, �„ ;;- RAD = 1/8"(TYP) NOTES: U V REMOVE WRAPPER DURING - ' " a INSIDE WALL — Z 0 -� 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPE ASSEMBLY) w 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF Q — z SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX(6)INCHES,AND ° p A.S.T.M. C-478 WIT 14000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE PREFERABLE TWELVE(12) INCHES, ABOVE OR AT LEAST TWELVE(12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. FILLED WITH NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. J m HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. JOINT ASSEMBLY DETAIL N� O 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY ' �:� r 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF of vs SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE BITUMINOUS WATERPROOFING MATERIAL. W V OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE(12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. CL O HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. R' ° �0 OUTSIDE WALL JOINT CONSTRUCTION DETAIL 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS of N INSIDE WALL : WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. p�u�surrrrrrr„�,, a 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED °.R w o ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. Q EXTERIOR JOINT SEALANT �� •.••' "'••awn- . ;�Q: '` MEMBRANE 6” MIN) 4. JUNCTION MANHO_E (CLOSEST TO WETWELL)SHALL BE 5' DIA WITH SPECIALTY LINER. �' •• Ja,. o ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE ( U- o (3) FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES "A CENTERED ON JOINT r EXCESS JOINT 30EALER 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6"WIDE (MIN) EXTERIOR JOINT TAPE r • o CONVEYING RECLAIMED WATER, AND AT LEAST SIX(6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SHALL BE TRIM ED �` WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. I- SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. ' ALL LIFTING HOLES (INSERTS) ( ) d va E FLUSH TO INSIDE • H a SHALL BE FILLED WITH ,, o LOCATED THAT THE HYDRANTS ARE AT LEAST THREE 3 FEET FROM ANY SURFACE ## .aR � 6. IN SILTS CLAY OR HIGHLY ORGANIC SOILS FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, � . IL 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCA E SO O °_°:F-: NON-SHRINK GROUT AND _ ( 11 '•. � ` cn EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER;AT LEAST OH AND PT)THE SAILS SHALL BE OVER EXCAVATED AN ADDITIONAL 24 (AT A MIN.)AND BACKFILLED WITH , •. O v) THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER;AT v'; COATED WITH BITUMINOUS AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER-EXCAVATE AN ADDITIONAL 12"(AT A MIN.) '"S ����" 3 LEAST SIX(6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE WATERPROOFING MATERIAL ��''•. * ����,` p AND BACKFILL WIZ H GRANULAR BACKFILL(57 STONE). '��a„ l%, vr SANITARY SEWER OR WASTEWATER FORCE MAIN. ('r°;ect• COMPLETED JOINT DETAIL m 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM 16-0011-000000 6 ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER Designed: Drawn: v MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE,THE }, J.E.W. D.C.G. 41 CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, " Checked: C.C.: PRIOR TO CONSTRUCTION. SANITARY SEWER TYPE � � MANHOLEPRECAST SEWER MANHOLE JOINT DETAIL T.B.W. R.C.W. 811-21 SEWERS Date: 4 JANU RY 2015 PLATE S-17 � I VEMBER 12, 2015 NOTES ON UTILITY SEPARATION REQUIREMENTS JANUARY 2015 PLATES S-2, S-3 JANUARY 2015 PLATE W-11 Sheet 1 OA SEWER LATERAL MARKER REQUIRED EXIST. YARD PIPING CONNECTION Qu %0 FOR NEW DEVELOPMENT AREA TO BE DETERMINED IN FIELD V N E (SEE NOT #1) IF NO CURB SCRIBE LETTER V M O SIDEWALK "S" IN FRONT OF SIDEWALK ~� 4-0101. �3 (PAINT GREEN) �■ .� ._ M P/L - - ` w 40 PENNON" N JOIN TO EXIST. CONN. IN FRONT OF ij� V = J SIDEWALK, DRIVEWAY OR P/L ..� p CURB SCRIBE THE LETTER"S" MIN. OF 2" M (u m N HIGH & 1/4EDEEP IN CURB (PAINT GREEN) Cj --•0 M E �- O — S 0 \0z o Y HOUSE LATERAL(SEE NOTES#2&#4) W o 6" BEND SHORT RADIUS ', V)0S p w win 4� c�1 IL U) p STANDARD TEE-WYE FITTING(TYP) O ,_ ', ••M m 00z GRAVITY SEWER CE OF SEWER AND STREET w �''� O 0 E UNLESS SHOWN OTHERWISE p M z ON PLANS 1z r V) ` u \O Q W eo - - - - - - - ._ CNV of N FLOW Cd' m a� N i m ^ CL wi N a °0� I TOP OF PAVEMENT AVG. GRADE SURFACE o W z m Q w0 J F— = FOR SECTION VIEW SEE S-20 E r;• ~- � _ __ ui w F) VARIES O V 4RIABLE TO BE DETERMINED W ELECTRONIC"SEWER" BY ENGINEER IN FIELD FOR EXIST. PIPEo F_ MARKER(SEE NOTE#1) EXCEEDING T-0" DEPTH 'V PA. - - - - 6" PVC BEND > Q FLEXIBLE ADAPTER NOTES: COUPLING (FERNCO OR EQUAL) z O 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC"SEWER"MARKER IS '•,.. `f 6" PVC SEWER SERVICE w RE UIRED FOR ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS f "' LATERAL MIN SLOPE 1/8" Z) : r Eli "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN)SHALL BE INSTALLED TO MARK THE fJ PER FOOT (NOTE#2) W LOCATION OF THE 6"PLUG. � � ap + SAND CUSHION 3" MIN. o 0 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE (NOTE#3) 0 60 :EET(LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). a N o EXISTING CONFLICT PIPE a a a z z 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16"AND LARGER. cn H 4. ALL. GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING) NOTES: WITH A"DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. H IY 1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. W a HOUSE LATERAL - PLAN VIEWCL 2. FLA1 TER SLOPES MUST BE PRE-APPROVED BY JEA O&M MANAGER(ONLY) PRIORTO CONSTRUCTION. z- JANUARY 2015 PLATE S-19 W0 3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE W MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. O SEWER SERVICE LATERAL MARKER Q i REQUIRED FOR NEW DEVELOPMENT Q Z z AREAS (SEE NOTE#1) HOUSE LATERAL OVER CONFLICT PIPE 1- 0 - 12 MAX CURB & GUTTER W WIDTH OF RIGHT-OF-WAY VARIES JANUARY x: PLATE S-23 0015 Wo U 00 ENGRAVE IN CURB THE LETTER AVG. GROUND SURFACE (� Of ELECTRIC"SEWER" MARKER "S"AT SEWER HOUSE SERVICE p (SEE NOTE#1) LOCATION (PAINT GREEN) o TOP OF PAVEMENT Q v Lu a {F� ..K.a' .S �`... .a••A' s.s. .� �f` � - /L^CL W _ (D Q W z > W oo ° EXIST. 4"YARD PIPING W z N o CONNECTION (TO BE LOCATED 0� � O W WIDTH OF TRENCH PRIOR TO INSTALLING TEE I ch (NOTE#3 ,,af�°\\�•\ � � 1— Fff€F.=..f, 'F\ BRANCH). PROVIDE FLEXIBLE j \\..\\.F+\ f \\ ADAPTER COUPLING(FERNCO Ff ,FF'°F ,' TOP OF PAVEMENT �- Ln \�d\\ \ \PF \r\ j�\ 9 r f OR EQUAL). AVG. GRADE SURFACE ~ - ,f'F `• f\ \ �/ ,f�`" \f\ ; ff\f ,. BEND � .r.. _.% ��•-€ �. ..� O = Z z 6" PIPE �, LAY IN UNDISTURBED SOIL �`".' .' .: U MIN. SLOPE LAY IN COMPACTED H - _ \ \\ \\ \\ \\ 0 :D o f f, Ff `✓ FPf SOIL J E .^.^..,.:.i,......,a........x....�e.:....�... .,...,,a�..""`'.o• \ \ f F .�°� Q p z 1/8" PER FOOT U Z ff\\f.• �� a VARIES ' �I �: �\'' \F''''�\\,'�,,°�' � //�) ;.f fe f` 1 \, � STANDARD TEE-WYE FITTING [� W Y CL a f''°' f `� (30° MIN., 60° MAX.) FOR EXISTING PIPE O Q PROVIDE 6" PLUG o ��},: \� EXCEEDING 3'-0" DEPTH � U OR ONNECTION TO ,, _ LI W YARD PIPINGCif\.. `:\ r.. :f . ... a >- 1 ,�F�: J ffF }`fff ;F� FOR PLAN VIEW SEE S-19 EXISTING CONFLICT PIPE Z W F .f F < z ff f 8 Q O/ 1V fF'\ f.�• I '.f. LL 'of�f\ f f f",•.,£°f!`'ff• ff�+f�+ _ � NOTES: � :, 3 SAND CUSHION 3" MIN. 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC"SEWER"MARKER IS REQUIRED FOR (NOTE#3) ~ w +� ALL LATERALS WHICH ARE NOT IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS"NOT 1N USE",A 6" PVC SEWER SERVICE a- O H LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN) OR AN ELECTRONIC"SEWER"MARKER SHALL BE INSTALLED TO LA -ERAL PIPE (MIN) SLOPE +��0 y� ARK THE LOCATION OF THE 6EPLUG. m I 1/8' PER FOOT(NOTE#2) fA ;; ��.• ,a7 ,,, 0 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET �' '` •• (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). u_- c q� 0 V) �7 r 3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS. 6" PVC BEND &; ..�� W z VARIABLE TO BE DETERMINED 0 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING)WITH A BY ENGINEER IN FIELD U) •=� H "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. 5. UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE NOTES : c CONSTRUCTED WITH A"DEPTH OF CUT"GREATER THAN 12 FEET. vs A6. SEWER SERVICE LATERALS ASSOCIATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET, MUST BE ROUTED TOA 1. ALTEI:NATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. ,� Project No.: GRAVITY SEWER HIGH-LINE, A MANHOLE OR OTHER JEA APPROVED METHOD. `t , 16-01-0006 v 2. FLATI ER SLOPE MUST BE PRE-APPROVED BY JEA 0& M MANAGER (ONLY) PRIOR TO CONSTRUCTION41, esigned: Drawn: cc 7. THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER, W. D.C.G. Cr WHERE POSSIBLE (CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS). 3. THE c-OILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM O.C.: o A LATERAL REQUIRING MORE THAN 60" OF COVER MUST BE APPROVED, PRIOR TO CONSTRUCTION, BY JEA. DENS TY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. R.C.W. 0 Date: r HOUSE LATERAL - SECTION VIEW HOUSE LATERALUNDER CONFLICT PIPE NOVEMBER 12, 2015 Scale: T JANUARY 2015 PLATE S-20 JANUARY 2 J 15 PLATE S-24 7 Sheet 10B • 10 A LOCATE WIRE SHALL BE PLACED ON SERVICES 1 OFT OR GREATER. MJ TEE OR HYDRANT TEE V 16-mNE (ANCHOR TEE)SIZED AS REQUIRED 9(° BEND (TO BE SMOOTH HOSE BIBB V M O HYDRANT SUMP (PROVIDE GRAVEL (TO BE REMOVED) e� �•- SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) Ri:MOVED) �. V -0 (1)�' OR 4 SERVICES SEE NOTE#5 5 OR MORE SERVICES (SEE NOTE#5) 3/4" RODS (24" LONG MIN) 0 '3 O 3 ( ) 30"MINCQ ,:.<. g �. }� ,� V O P/L P/L WATER SHALL FLOW 2' 4" D.I.P. MAIN (MIN)WHERE .` V 7 1/2 JEA 21 ELECTRICAL .. STRAIGHT DOWN .�. C = N 2' EASEMENT METER W/ MULTIPLE TAPS ARE 6" PIPE p' - z (NOT ANGLE) CURB STOP—CONSTRUCTED — —__ O OO 0 , -- — -- — ----- 20'MAX --- C4 g "� Vf �� um RNV 15 MAX o 1" POLY M (0 "'_Q { FINISHED GRADE O6 -- - -- -- -- - - -- -- -- 3/4' RODS ALONG FIRST 15 LF -` M 1" POLY TUBING WP'Y" 1" MIP PACK � O Ln FROM HYDRANT (NOTE#2} F F �7 O \ Z FITTING JOINT COUPLING 2'-8,. �,\� \ ; '\ � \��\\ \ \\ N „Y„ 6., M.J. GATE VALVE (RESTRAINTS REQ.) r� - \ \ \ \ �o \ \{ \ � F � \ MULTI SERVICE In '� (2" FIP INLET AND 3 POSITIONED NEAREST TEE FITTING 0 kn kn d 1y POLY TUBING OR 4 1" FIP OUTLET) MECHANICAL RESTRAINT REQUIRED (TYP) '� _ON euj L LONG-SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH WATER MAIN PIPE(Y2" SIZE MIN.) (TO BE O .? M IL POLY TUBING (1" MIN.) JOINT COUPLING 24" SEPARATION AT A REMOVED) ROUTE TO [ ) 100 Q r.+.■ .. MIN. (NO GLUED TEES) PLAN ROADWAY SHOULDER IF �"'/ 0.] p . . REQUIRED(SEE NOTES) .1 rn E p 2".POLY TUBING W M Z M ROAMAY'.' . . . r Ln . . . • . . . . . . . . PROVIDE RAISED PAVEMENT MARKER - BUSHING IF REQ. (TO BE REMOVED) Doo- (SEE NOTE#6) 1"THREADED PLUG (TO BE INSTALLED AFTER � N Q SADDLE W/CORP . 2!' SADDLE W/CORR STOR . BACTERIOLOGICAL CLEARANCE IS RECEIVED) ^V W STOP TYP 4"G.V. (MIN) 3-WAY FIRE HYDRANT PUMPER NOZZLE e o O C o N TO FACE OF PAVEMENT 90 DEGREE BEND(TO BE REMOVED ) ,_„ CA � 2 MAX(SEE NOTE#4) O `.. 06 -40.1N (SEE NOTES#3&#4) 1" CORPORATION STOP CONNECTED WATER MAIN SHORT-SIDE WATER SERVICE WA ER VALVE BOX c DIRECTLY INTO SADDLE (TO REMAIN) m Z CL POLY TUBING (1" MIN.) (CO ER PAINTED YELLOW) Q METER BOX LOCATION BREAKABLE FLANGE z 1"WATER SERVICE SADDLE d (NEAR UG ELECTRICAL 2 WATER METER BOX(TYP) LOCATED(1"MIN.)ABOVE FINISHEGRADED (TO REMAIN) (NOTE THAT OUTLET, w a BOX, NOTE#1) 2 7 1/2'JEA ELECTRICAL EASEMENT FINISHED GRADE AT 3:00 OR 9:00 POSITION) 10x10' JEA ELECTRICAL RMI P ' :{r. - ` ` � a WATER MAIN (SIZE &TYPE VARIES) ` .. '' /— �\\, ' • \, � �:�_ Mei NOTES: w EASEMENT_PAUL P/L ------- ----_— -------_ � � Z T S BOX OR AIE T RNV: RIGHT OF WAY LIN DRE 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY o O EASEMENT(NOTE#3) P/L. PROPERTY LINE LOCATE WIRE IF REQUIRED = SHOULDERS(IJON-TRAFFICAREAS). •� >_ P/L (SE NOTE#1) LEAVE DRAIN P O z �, z HOLES OPEN BARE WIRE DEAD-END o 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED), Q DOUBLE 1 WATER SERVICE (NOTE#1) -- AFTER BACTE tIOLOGICAL CLEARANCE IS RECEIVED. z _: D f SEE NOTE#6 x; mw p ( ) ` '°'., R 3. PIPE AND FITT NGS SHALL BE PVC (SCH.40)OR GALV. MATERIAL. uJ p NOTES: q 4. THE USE OF T-IE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A W N m 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS.ACTUAL LOCATIONS OF BOXES MAY SAMPLE TAP E Y ALTERNATIVE METHODS(SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY,THE METER BOX SHALL LOCATED AT THE R/W 5. THE CONTRAC TOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL o LINE BUT INSIDE THE 7 1/2'ELECTRIC EASEMENT. `�� • ``,~V--`'�'``y�"�� `� --�'��� � ° RESPONSE CC ORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. a Q Q Q a a 0z 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY(NASSAU, CLAY OR ST. JOHNS COUNTY),THE METER BOX SHALL PROVIDE FILTER FABRIC (MARAFI 700X, 140-S HYDRANT SUMP BE LOCATED IN THE JEA 7 1/2' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE OR EQUAL)TO TOP AND ALL 4 SIDES. TEMPORARY SAMPLE TAP PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET(MAX.) 2'-8" INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY%JEA,THE WATER METER BOX SHALL BE LOCATED IN NON-TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE SECTION JANUARY 2015 PLATE W-25 ~ LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4,ATA aC T NOTES: � CL Q MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX A z FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA,THEN THE CONTRACTOR OR CUSTOMER SHALL BE z RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, 0 COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE w o SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. Cn -i W 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT _ o OUTSIDE THE EASEMENT AREA. 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH Q J i AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN Z Q z 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 1 %" POLY MAIN SHALL BE LOCATED CENTERED AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E. THE PUMPER NOZZLE) THE W BETWEEN THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH. IF LOCATE WIRE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W 11. IF PIPING BETWEEN TEE AND HYDRANT IS 2"CURB STOW-FIP W Q p IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX(W/PIG TAIL)TO THE MAIN(DEAD END SHALL BE TAPED WITH NO L.L CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND).ALL EXCEPTIONS TO LONGER THAN 80 LF, AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). (SEE NOTE#2) EA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE .IEA STANDARD WATER o THIS REQUIREMENT MUST BE APPROVED BY J RESTRAINED UTILIZING ONLY TWO 3/4" DIA(THREADED ENDS) STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE(D.I.P.)WATER MAIN EXTENSION W/LOCATE REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL IAETER BOX FOR 1"METER W/ 2 POLY WITH BRASS FITTING W 5. GANG WATER SE HEAVY DUTY IRON LID. CLOSE NIPPLE Q WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. o SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA A WATER MAIN LOCATE WIRE PIG TAIL END o o (12 LONG 2 BRASS, 90 ELBOW& PLUG a EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT ) DRAWINGS(TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. W CECONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A4"MAIN D.I.P CROSSING THE STREET FINISHED GRADE FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V., 4" PIPE, 4"X1"SADDLES AND 1"CORP STOPS(NO GLUED TEE FITTINGS).THE 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED, GREASED AND _ W m 4"OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. REPAINTED (RUS- KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS \\� \��1XllX \;\\A�\\\\\1\� a+ O`� _! SHALL BE PAINTED RED. \�.�� ' � ~ 6. DOUBLE 1"WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. � W J Q . ~ 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY U. o � Z 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE(1" MIN) DOMESTIC WATER SERVICE LINE(WHICH SERVES THE SAME IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA THE LO;ATE WI RE ■% CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). INSTALLATION OF(45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE (SE E NOTE#4) Q Z o USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. 8. No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. U w Q 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS O �j 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED,AT PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN2" POLY Z Q p z A MIN. OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. 15" CRUSHED ROCK W W W APPROVED OTHERWISE BY JEA. 2" CORPORATION STOP OR GRAVEL BELOW BOX O CO W Y FIRE HYDRANT INSTALLATION Q WATER SERVICE INSTALLATIONS -d - ww AND SMALLER METER USING MECHANICAL JOINT TEE - _ r v �- 0- cq 2 J � � Q J W JANUARY 2015 PLATE W-13 2" 900 BRASS COMPRESSION Q Q o JANUARY 2015 PLATE W-1 FITTING ELBOWS (TYP.) J U WATER MAIN m U- TAPPED PLUG (IF NECESSARY) — o 0 Q �- Q 3 UNIT PRICE PAY QUANTITY W CL 'p NOTES: o°SO Nl ♦ t`tttptgt IItINN9' a 1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS. ;' •.•� % FS OV) 2. THE 2" CURB STOP SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS. p C * W z 3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM. - lU 0 4. LOCATE WIRE FOR 10 OR GREATER IN LENGTH. •.�0; p 5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. .,��/' Qo`'♦ 0 \ ,'',����Itl►llHllll�ittttlttt`�♦ 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION. Project No.: 16-01-0006 0 FLUSHING VALVE BELOW GRADE esigned: Drawn: .W. D.C.G. ca 0.C.. Cr JANUARY 2015 PLATE W-28 R.C.W. oDate: o NOVEMBER 12, 2015 0 Scale: m r i t0 i Sheet 10C N ° V M 4-0 tv 7-3/8" MJ TEE OR HYDRANT TEE y�r (ANCHOR TEE)SIZED AS REQUIRED V '� M HYDRANT SUMP (PROVIDE GRAVEL i 0 U 00 PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) *� v 3/4 RODS (24 LONG MIN) V0. N 30"MIN. �, •�., �V > V u M -v 6 PIPE N ME T Elm R o \0 2§7 : . 0 Ln Z ,;";� �� N 3/4 RODS ALONG FIRST 15 LF N m b�fJ �' FROM HYDRANT(NOTE#2) :4 JG cl-n— *; SEE NOTES#1 &#2 6" M.J. GATE VALVE (RESTRAINTS REQ.) I - I `O a POSITIONED NEAREST TEE FITTING O C •j ''M a MECHA141CAL RESTRAINT REQUIRED (TYP) -� z i- z HEAVY DUTY RATIN WATER AIN ��-' o-� O o ::1 z E PLAN T Z x cc CLn 7-3/8" N Q W _ Of PROVIDE RAISED PAVEMENT MARKER — - O V m O . c M (SEE NOTE#6) � O o N cn a ; ' F9 ,�,r (2) 1" DIA. PICKHOLES 3-WAY LE a _ TO FACE CL OF PAVEMENT m z " (SEE NOTES#3 &#4) Q 9/16" WATER VALVE BOX .� 00 0 (COVER PAINTED YELLOW) BR � a BREAKABLE FLANGE z O M �„ � 3/8"— LOCATED(1"MIN.)ABOVE FINISHED C FINISHED GRADE GRADE CL xW NOTES: �. • ,.a « �� � •� O 1. PAINT TOP OF THE COVER WITH ENAMEL PAINT(BLUE COLOR)FOR WATER. LO a) z r Q LOCATE WIRE IF REQUIRED w z o 2. FOR"REUSE" PAINT TOP PANTONE PURPLE. LEAVE DRAIN p (SEE NOTE#1) a Z 3. LID WEIGHT: APPROX. 12 LBS. HOLES OPEN BARE WIRE DEAD-END W N (NOTE#1) �- r.a • D m W LLI m WATER SYSTEM VALVE BOX COVER o1 3 3 v 0 JANUARY 2015 PLATE W-16 co N 00 z ``. cn PROVIDE FILTER FABRIC (MARAFI 700X, 140'S HYDRANT SUMP OR, EQUAL)TO TOP AND ALL 4 SIDES. ~ 2'-8" W SECTION z NOTES: W O / J �/ 1. LOCATE WIRE ISO LY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, J O y THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE Q SECURED TO THE DIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. Z z 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH o AREAS. THE DIST NCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN W W COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING O AGENCIES. DISTA14CE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E. THE PUMPER NOZZLE) . THE MAXIMUM DISTANCE(BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS W O APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-1 I. IF PIPING BETWEEN TEE AND HYDRANT IS o LONGER THAN 80 LF, AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). W ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE D RESTRAINED UTILIZING ONLY TWO 3/4" DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES 0 REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. W x 3. OPERATION OF THFIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT W SHALL NOT BE UTI IZED TO THROTTLE OUTLET FLOW. m 'A � O 4. PRIOR TO PROJEC r FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED, GREASED AND (J, J REPAINTED (RUS- IL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS W Q O SHALL BE PAINTEE RED. LL 2 W% z V)_ 5. FIRE HYDRANTS Sl iALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY O = Z 0 IMPORTANT FOR B RANCH LINES WHICH TEE-OFF A 12" OR LARGER WATER MAIN, UNLESS APPROVED OTHERWISE BY JEA, THE = r , W Q INSTALLATION OF 45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE Q v USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. Z 0 — _z W O ^^ 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS M p W w PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN O W w n/ V THE CENTER OFT E TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. ♦ ♦ Q LL w W FIRE HYDRANT INSTALLATIONZv F- 0 J fn z USING M JOINT TEE < Q z J � 0 JANUARY 2015 PLATE W-13 I— o 0 Q 3Q ~ of V W rn a_ V m . 0 ``,,���Vs3titt#�/!lj�ltjrjr W O ,�, •lam,.„,.� en- CD w O CCD' ��} �► Ze ri i 'ems 0 � ti 00 C 01 A Project No. d 16-01-0006 0 v Designed: Drawn: a J.E.W. D.C.G. Q � f'' Checked: O.C.: m T.B.W. R.C.W. 0 o 4 NOVEMBER 12, 2015 r O tD Scale: T r Sheet 10D LENGTH (L)TO BE RESTRAINED (SE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS) V rN O V r�r 4-0 tv •-, VERTICAL OFFSETS VALVES REDUCERS TEES Lr � � �^ NOMINAL HORIZONTAL BENDS 45° BENDS OR SEE NOTE 5 PIPE 900 450 22.50 11.250 (SEE NOTE 4) DEAD RUN BRANCH V p p SIZE BENDS BENDS BENDS BENDS UPPER LOWER ENDS SIZE SIZE SIZE 0 (IN.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) (IN.) L(FT.) (IN.) (IN.) L(FT.) 4d Qj PVC PIPE RESTRAINT NOTES: 4 20 8 4 2 20 3 50 6x4 35 4 4 F.O. V 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR 6 28 10 5 2 28 4 20 8x6 35 4 6 10 RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS 8x4 65 4 < LESS F.O. •� cu INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 8 36 14 6 3 36 5 90 10x8 8 8 30 08 35 Cmd MO-� , E 10 40 18 8 4 45 6 110 6 LESS F.O. M EJ n 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PS1, SOIL=GM OR 10x6 65 < 10 10 48LA :3 •� SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE 12 50 20 9 4 52 8 120 12x10 35 8 14 Z OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. 112x8 65 6 < LESS F.O. n N m 14 56 23 10 5 60 9 140 12 12 65 'v NED ON EACH SIDE OF FITTING. 16x12 65 3. BENDS AND VALVES: SHALL BE RESTRAI m 16 60 26 11 6 67 10 160 10 35 •� c% 0N UJ O � c 16x10 95 8 < LESS F.O. ••r 4) t� a 4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET 18 69 29 12 6 74 12 180 20x18 35 16 16 100 CU � \0 a COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE 12 40 O '� •� M UPPER(TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER) 20 75 32 13 7 80 13 195 20x16 65 bC O �+-� LEVEL. ASSUME 45 DEGREE BENDS. 20x12 120 10< LESS F.O. _ 0 24 76 33 15 7 81 14 200 24x20 65 20 20 16 130 M E w 5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER 30 88 36 18 9 97 16 235 80 ' 12 < LESS F.O. 4) MO " CS SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN). SEE SCHEDULE 24x18 95 = 1 Z r ABOVE FOR RESTRAINT LENGTH ON TEE BRANCH LINE. 36 100 40 20 10 110 20 270 24x16 120 24 24 9 0 ' _ to 0° 42 115 48 23 11 125 24 300 30x24 80 20 40 � N CL 6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 16 40 V 0 48 125 52 25 12 140 30 340 30x20 150 12< LESS F.O. '� O d' m a 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE) 36x30 80 30 30 140 0 0 00SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION,WHICH 36x24 150 24 80 J C, N 20 50 CL L INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS.THESE NUTS SHOULD 42x36 80 16< LESS F.O. m p Q ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE .a AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE 42x30 150 36 36 180 z *; AT THE BELL RESULTING IN A SERVICE OUTAGE. 48x42 80 30 120 24 50 48x36 150 20< LESS F.O. U a o 42 42 220 m 36 160 a 30 80 w 24 40 o 20< LESS F.O. .0 p PVC PIPE RESTRAINT JOINT SCHEDULE 48 48 250 z 42 180 ) ¢ 36 9 JANUARY 2015 PLATE W-31A 30 40 z O 24< LESS F.O. o F.O. = FITTING ONLY w cn W N m � O A � H aQ N O O a � Z Z Ocn TEE BOLT TEE BOLT C RING PLAIN END P.V.C. of ` PLAIN END P.V.C. BELL Jt. P.V.C. M.J. D.I. FITTINGS W a 0 � z ANGLE OF DIRECTION CHANGE o – – PIPE W -- -- HORIZONTAL END Cn CnuJ J 0 BELLL 0 Ak — RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL JOINT THREADED STEEL ROD W/NUTS & Z Q z MECHAN CAL JOINT TEE WASHERS(TYP) LENGTH AS REQUIRED Q �-- o TYPICAL PROFILE TYPICAL PROFILE MECHANICAL JOINT TEE W w O ROUTE L)CATE WIRE IN N BELL JOINT TO PLAIN END MECHANICAL JOINT TO PLAIN END W 0 0 VALVE BOX(SEE S-49) U W/MECHANICAL RESTRAINERS W/MECHANICAL RESTRAINERS W of SECTION DEAD` ND o MECHAN CAL JOINT VALVE Q w U L 90°THREADED o EYE BOLTS W/NUTS O STUB OUT LENGTH SHALL CL � T w it BE 20 L.F (MIN.)WITH it 40% w JOINT RESTRAINTS w * * * * * * * * * U u_ PIPE BELL RESTRAINT m Fs�, X THREADED STEEL ROD4�!, (n J po REDUCER MECHANICAL JOINT SLEEVES UPPER BEND ���,� 0 W/NUT & LOCK W J o �'c�,�p� a WASHER 3 (TYP) ( SOCKET CLAMP WITH SOCKET CLAMP2 Q z ANGLE OF 45° ti Il o (LENGTH AS REQUIRED) WASHERS (TYP.) .. �-- V) TIE RODS NO. OF TIE RODS REQUIRED DIRECTION CHANGE 2 1 O = z o `> cn PLUG AN 3HOR STRAP = W Q Rg... aa.. 311- 8" DIAMETER MAIN -2 TIE RODS REQUIRED PER JOINT(314" ROD) ¢ U `°` • 10" MECHANICAL JOINT PLUG - 12" DIAMETER MAIN -4 TIE RODS REQUIRED PER JOINT(3/4" ROD) Z Q 0 0 z 14" - 16" DIAMETER MAIN -6 TIE RODS REQUIRED PER JOINT(3/4" ROD) RUN LOWER BEND LOCATE MRE (TO BOX) Wu- CO _ ~ 18" -20" DIAMETER MAIN -8 TIE RODS REQUIRED PER JOINT 3/4" ROD (SEE NO"-E#2) A JA o w( ) � W 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT(3/4" ROD) 7 1- ` _ O xy 3 * * * 3011-3611 DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT(1" ROD) U • ANGLE OF 45 _ w W �3 • �.a, PLUG 42" -48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT(1 114" ROD) ° Li PLAN rz rn 54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) DIRECTION CHANGE U �--- 0_ V J w VERTICAL OFFSET PROFILE E— Z Z DEAD - END THRUST COLLAR ANCHORW Q Q z U ® TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL)SIZE < w m w AS PER THRUST BLOCK DETAIL(W-38). SEE DETAILS W-36&W-37. W Z BRANCH Q u CCW Z� SECTION "A-A" ~ ui .. � w L NOTES: � O W L L �,,. �� M w 1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAYBE USED. a K\ �\ ,,,+,��111111111Nti11gl�f� W 0 2. LOCATING WIRE ZEQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. �j ,� � �`�, TEE ' , V) 0 3. NUMBER OF TIE PODS REQUIRED IS AS FOLLOWS: ' U U- 311-8" DIAMETER MAIN -2 TIE RODS REQUIRED PER JOINT(3/4"ROD) 4e✓ --eg..•. Q z H 101'- 1211 DIAMETER MAIN -4 TIE RODS REQUIRED PER JOINT(314"ROD) W :- p 1411- 1611 DIAMETER MAIN -6 TIE RODS REQUIRED PER JOINT(3/4"ROD) 4 w�4 IL * * * * * * * * 18"-2019 DIAMETER MAIN -8 TIE RODS REQUIRED PER JOINT(3/4"ROD) F-�. 24" DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(314"ROD) °' FIRE HYDRANT LATERAL RUN , s °�' 30'1-3611 DIAMETER MAIN-14 TIE RODS R UIRED PER JOINT(1"ROD) NOTES: VALVE �'•.• t 42"-48" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT(1 1/4"ROD) tm 54" DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) (/ GENERAL NOTE: Project v,�/j11p.p111111111�� ' •y 1. OTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL 16-01-0006 E A TOTALDISTANCE OF 30 FEET(MIN.). 4. THE LOCATION CF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT IF POSSIBLE. THE STUB OUT SHALL v 1. PAY ITEM" *" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS. EXTEND BEYONC THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET(MIN.)WHERE POSSIBLE. '. Designed: Drawn: J.E.W. D.C.G. 2. AY ITEM"*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. 2. PAY ITEM " **" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. `"� ��; Checked: O.C.: 0 3. AY ITEM "*'`" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. T.B.W. R.C.W. 0 3. �� INDICATES DIRECTION OF THRUST FORCE. PLUGGED DEAD END USING Date: 0 4. 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',�:g ��:�� �-�" �-..z���� ��. � � �? AROUND DRAINAGE Q — O o � z W � - �� � � �� STRUCTURES (TMP.) v �---c�-- TREE PROTECTION _ � �. ' �� t � � ��; i � W p � i� � _." O sF SILT FENCE � � ..�� " � � U U) O w FLOATING TURBIDITY � � r,� �,. ....,, � MARS � � D �— ?; „�,...� T �� r sET NAL IN Q BARRIER �� ��} .. €�� ��„�.,� �� �� ?i N1�E vA�l0N9lS D�Ir �`�'.,�""�,.-��: � i' ..' i HAYBALE � Q � ��*" y� � w .......... .._ �i INSTALL HAYBALES � ; UMIT� OF CLEARING �""' � AROUND DRAINAGE ' � � � .� ��' � � 0 z o STRUCTURES (TMP.) �-� �� �. I z � z � � = v w Q a t �°:: �: V �. €A� � � �a � � � � � 0 I ,,:i'r � 0 Z � � �: i � INSTALL SI FENCE � (� �- � � TREE BARRIER SHALL BE �� ��A� ,� � w Y PLACED Ti0 THE OUTER UMITS UMIT'S OF CLEARING � � � r U OF TREE DRIPUNE, 6 MINIMUM : 'a � � _ ,; r i �� � Q � � �� � ' �' �� � U � INSTALL SILT FENCE � ��'�' , .�•�" �� 1� � � � r , _ w �3 INSTALL 3 TREE � � ����� {� � U � � V }' FENCE ALONG AREAS I J BE PROTECTED �.. _. • �� �� �� � z Z � w (SEE NOTES) I �' � :� �� � Q � � o SEDIMENT AND EROSION CONTROL NOTES: �� �� '� � �p � ��� `' ���_ �' � J m � 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND � �� ��� `�� �' � N—N v� 2. CONTRACTOR SHALL PROVIDE HAY BALES ATA DEWATERING SUMPS. .......�...,,,� � � ' �-� �- �� �} �� Q � •� 3. CONTRACTOR SHALL INSTALL HAY BALES OR SE IMENT FILTER AROUND EACH INLET. Q �"— � _ � 4. SILT FENCE, HAY BALES AND OTHER ELEMENTS HOWN HEREON ARE GRAPHICAL �€€ ��� g�F � a � T M AN XACT. GENERALLY THESE OBJECTS ARE � ��� � � � � >` REPRESENTATIONS AND ARE NO E T TO BE � _� � _ -,� �' r � � PRESERVED UNDERSTORY INSTALLED OUTSIDE LIMITS OF UPLAND BUFFERS, WITHIN PROJECT BOUNDARY AND OUTSIDE � `� � � � � � � � � °`�+`� ,>���°'®��"`�'"`t'&;�"°" �% a a'�`°a` "� ''�•s W v TREE PROTECTION DETAIL LIMITS OF CONSERVATION AREAS AND JURISDICTI NAL WETLANDS. IT IS UP TO THE CONTRACTOR � � � � Q�«� .�.� •••....,•• � _ o TO LOCATE ALL UPLAND BUFFERS AND WETLAND PRIOR TO CONSTRUCTION ACTIVITIES. � � � `' � ��' ~ o N.T.S. � � � � . � ;�� � � � y ��"+ad � � CONTRACTOR SHALL PLACE THESE ELEMENTS AS CLOSE AS PRACTICAL WITHOUT DISTURBING � � ' , ����� , r � �� o TREE PROTECTION NOTES: UPLAND BUFFERS, ADJACENT PROPERTIES AND/ RWETLAND / CONSERVATION AREAS. � i g �'. � ,` �! � �?! � �� r 1. ALL PROTECTED TREES SHALL BE PROTECTED FROM DAMAGE TO TOPS, TRUNKS AND ROOTS. � r � �� - :� � ��• o SHOULD ANY DAMAGE OCCUR Tn ANY EXISTING-TREE T� REMAIN, CONTACT OWNER'S ��� � � �-'"� �� ��v - REPRESENTATIVE. �� ����� �� �x��� i�� +�'� � *+ � 2. PRIOR TO DEMOLITION. CONTRACTnR SHALL TAG TREES TO REMAIN AS SPECIFlED BY CONTACT 3 OWNER'S REPRESENTATIVE. � � �s�•''••••••'' Q.���.�`� TALL TREE PROTECTION FENCE PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT r� � �'�.� � .•� p 3. INS � � €���� �� � i����� � t��N� 'c FREE OF SILT AND IN GOOD REPAIR UNTIL PROJECT COMPLETION. 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. � -�� � ���_ � 4. WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WITHIN. DRIP UNE OF TREES, HAND �� ��� Project No.: •�, 2. CONTRACTOR SHALL PROTECT TREES TO REMAIN WITH TREE PROTECTION FENCING PRIOR TO � EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. � �� ��� �� � 16-01-0006 p 5. TREE PROTECTION AREAS ARE TO REMAIN UNDISTUR�D, FREE of ANY DEBRIS, PROHIBITID TO CLEARING IN ACCORDANCE WITH APPROVED LAN SCAPE PLANS. REFER TO LANDSCAPE PLANS �M�w �, i� FlB�R GPn� � . �� , ,�_��; ooNCRETE. � ' � �� ocA�.E RISER � Desi ned: Drawn: c ANY FOOT OR VEHICULAR TRAFFlC AND THE STORAGE OF ANY CONSTRUCTION MATEI�ALS / TREE MITIGATION PLANS FOR TREES TO REMAI UNCLEARED AND L0CAT10N OF TREE g L9.EVAlipi�7.SS ,r�'�.�$i �3"�•; � l+y� �r N.A.VA.1YSS DA1W xr " '�>�� =s �,., � +�6 ��� Y � POLYPROPYLENE HI WE ORANGE FENCE REINFOR{�p yy ��" �.� 'l�` 3 J.E.W. D.C.G. s. PROVIDE APRE-POSTED BARRICADE, / PROTECTION FENCING AND DETAILS. � �� r �� ./"� REBAR O 10 O.C. AROUND ALL TREES TO BE PRESERVED AS SHOWN ON PLANS. PR0IADE _ �'.� ��'w����uw Checked: O.C.: °' 3. CONTRACTOR SHALL BE RESPONSIBLE TO ENSUR THAT NO CLEARING OCCURS OUTSIDE THE — — _ �- SILT FENCE ALONG UPHILL SIDE OF TREE PROTECTION FENCES. � LIMITS OF WORK SHOWN HEREIN AND SHALL BE ESPONSIBLE FOR DAMAGE TO PRESERVED ..... �� � '• ' � �-mw -- GAS RISER c 7. A WATERPROOF, RIgD SIGN SHALL BE AFFlXED T�0 EACH INDIVIDUAL BARRICADE, SUgi THAT �`N������M,~,�NM _ �..�.�m.�._�.�..��..,......�......_.....W.....�..�.�.�.�.���.M_�....... �..._._.�..........._.w.....�...�...�...��._�_.._.__.�..�...�.....�.�.... _� �N� T.B.W. R.C.W. c THERE IS ONE SIGN EVERY FlFTEEN FEET ALONG THE LENGTH OF THE BARRICADE. THE SIGNS TREES OUTSIDE THE LIMITS OF CLEARING. `""-...w..�-,_.�...w,�..�....,....._.....w�... ���,.�.M.�...�::�"- ���������,�--�.����� ..����-�-�--�-�-��= ���� -�'������-��~��' �' ~��� ��� Date: SHALL CONTAIN THE FOLLOWING WORDS. ANO WILL BE MADE AVAILABLE BY THE qTY AT THE 4. CONTRACTOR SHALL BE RESPONSIBLE TO CLEAR AND GRADE ALL AREAS AS REQUIRED TO .RaP IIN.ET ,�,�L�T NOVEMBER 12, 2015 o TINE OF PERMIT ISSUANCE: NO GRADE CHANGE, STORAGE OF MATERIALS, VEHICLES OR COMPLETE SITE WORK AND SHALL MAINTAIN AND INSTALL ALL TREE FENCING AS REQUIRED. �"TM N..-°a,3 I I ATM�=°3 i4 '` Scale: � EQUIPMENT IS PERMITTED WITHIN THIS TREE PROTECTION ZONE. THIS TREE PROTECTION 3. CONTRACTOR SHALL PROVIDE HAY BALES ATA DEWATERING SUMPS. I I ATLANTIC 60UL��IARD 1" = 30' % BARRIER MUST NOT BE REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE qTY OF �I I ����,• ��>�� `° 4. CONTRACTOR SHALL INSTALL HAY BALES OR SE IMENT FILTER AROUND EACH INLET. a r ATLANTIC BEACH. FOR INFORMATION, CALL (904) 247-5800. SII SII �, w� �. �� � � 11 • OWNERS REQUIREMENTS CONTRACTORS REQUIREMENTS O V M V SITE DESCRIPTION GENERAL HAZARDOUS PRODUCTS '+' •tv a .-• CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL Lr ,� V P IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH cn * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO W V p 'O3 O PROJECT NAME AND LOCATION: SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND � 4. V O OONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. - .0 AQUATIC TOWNHOMES THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S I ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL V ATLANTIC BEACH. FL REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WILL KEPT IN ORIGINAL ;ONTAINERS UNLESS THEY ARE NOT * THE SEDIMENT BASINS WALL BE INSPECTED FOR THE DEPTH OF SEDIMENT. �'�r Kai '� N AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. S UNG MATERIAL: NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT ��• AND BUILT UP SEDIMENT WALL BE REMOVED WHEN IT REACHES 10 � Mai OWNER NAME AND ADDRESS: ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT OCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE E PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL ALL * ORIGINAL LABELS AND MATERIAL SAFEI Y DATA MALL BE RETAINED; THEY WHICHEVER COMES FIRST. �M v 15 �DENTIV OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE CTiON FACILITY. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORM��T10N. * � , J „�O E 1575 NORTHSIDE DRIVE. DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES M E E BUILDING 100. SUITE 200 REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. PROMPTLY REPAIRED. ATLANTA, GFARC;sA 30318 S. E OSED AREA LIMITATION: THE SURFACE AREA OF OPEN RAW ERODEABLE * IF SURPLUS PRODUCT MUST BE DISPO:ED OF MANUFACTURER'S OR LOCAL p Z Ln THE SYSTEM INTO OPERATION. . �" L EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS F 3R PROPER DISPOSAL WALL BE * TEMPORARY AND PERMANENT SEEDING AND PLANTING WALL BE INSPECTED ^ Ln N Q �. DESCRIPTION: CAVATiON AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. On CONSTRUCTION OF A MULTIFAMILY RESIDENTIAL DEVELOPMENT WITH SEQUENCE OF MAJOR ACTIVITIES: IS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS s O A MAINTENANCE INSPECTION REPORT MALL BE MADE AFTER EACH 6 BUILDINGS (23 UNITS) AND A SMALL AMENITY / PARK AREA. PRODUCT SPECIFIC PRACTICES INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE •� N 0\ e-1 UJ � CONSTRUCTION MALL CONSIST OF REMOVAL OF UNSUITABLE ON CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF C THE FOLLOWING PRODUCT SPECIFIC PRAC�ICES WILL BE FOLLOWED ONSITE: Ov •� MATERIAL. FlWNG, GRADING. UNDERGROUND UTILITIES. ROADWAYS DDITIONAL AREAS WALL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT INSPECTOR IS ATTACHED. LO pr o- AND RELATED INFRASTRUCTURE THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: SEDIMENTS. PETROLEUM PRODUCTS THE REPORTS WALL BE KEPT ON SITE DURING CONSTRUCTION AND •C •,�, M WASTE DISPOSAL AVAILABLE UPON REQUEST TO THE OWNER. ENGINEER OR ANY FEDERAL. O w SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, ALL ONSITE VEHICLES WALL BE MONITORED FOR LEAKS AND RECEIVE STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION tv v p GRUBBING; EARTHWORK, PAVEMENT AND GRADING; STORM 7. I LET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE PLANS. OR STORM WATER MANAGEMENT PLANS. O-0 SEWER, AND PREPARATION FOR FINAL PLANTING AND SEEDING. CONSTRUCTION ENTRANCE CURBS & GUTTER. REGULAR PREVENTIVE MAINTEN ONCE TO REDUCE THE CHANCE OF 2 INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT IRECILY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-UDEN STORM WASTE MATERIALS LEAKAGE PETROLEUM PRODUC rS WILL BE STORED IN TIGHTLY SEALED THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM MO E w BALES AS REQUIRED 11, RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM 16.. M Z COMPLETE GRADING AND CONTAINERS WHICH ARE CLEAF LY LABELED. ANY ASPHALT SUBSTANCES Ov Z THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF T_ RUNOFF COEFFICIENT: 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT AT MAY CONTRIBUTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S C L T: co 1. PRE-CONSTRUC110N = 80 SWALES/bIKES AND SEDIMENT SEEDING/SOD AND PLANTING RECOMMENDATIONS. NON-COMPLIANCE. I n(O IPLJ�SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS :2 N COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE Z Q w BASIN 12 COMPLETE FINAL PAVING & PORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT = V 2 DURING CONSTRUCTION = 94 •-- w POST-CONSTRUCTION = 94 AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERTILIZERS = O qq m 0 3, 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO = O C14 BASIN SEDIMENT FROM BASINS ECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL FERTILIZERS USED WILL BE APPUED ONLY IN THE MINIMUM AMOUNTS WILL BE RESPONSIBLE FOR INSPECTIONS. MAINTENANCE AND REPAIR p N SOILS: TH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WALL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED. FERTILIZER WALL ACTIVITIES. AND FILLING OUT THE INSPECTION AND MAINTENANCE 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION On L SEE SOIL BORING REPORT FOR SOILS DATA OVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. T CL - GRUBBING ACTIVITY IS COMPLETE AND THE >, p Q SITE MAPS' 6. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY TER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WALL BE IN A COVERED AREA. THE CONTENTS OF ANY * m Z * SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT. GRADES, CONSTRUCTION SUPERINTENDENT. THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FER 11LIZER WALL BE TRANSFERRED TO A PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE Q RS, 'a AREAS OF SOILS. DISTURBANCE. LOCATION OF SURFACE WATEWETLANDS. 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. PORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT RESPONSIBIU71ES MALL RECEIVE TRAINING FROM THE SITE. m THE DAY-TODAY SITE OPERATIONS. WILL BE RESPONSIBLE FOR SEALABLE PLASTIC BIN TO AVOID SPILLS. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND U PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ON SITE AS REQUIRED SWALES/DIKES AND RESEED/SOD ALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE AND STORM WATER DISCHARGE POINTS. SEEING THAT THESE PROCEDURES ARE FOLLOWED. MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND 7) 'L & STABILIZE DENUDED AREAS AND AS REQUIRED ALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES PAINTS a * SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF SEDIMENT CONTROLS USED ONSITE !N GOOD WORKING ORDER. o TEMPORARY STABILIZATION PRACTICES. AND TURBIDITY BARRIERS STOCKPILES � SOON � ROSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED CONTAINERS WILL BB T1G•I'iLY SEALED AND STORED WHEN NOT a * SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND PRACTICABLE A ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE EXCESS PAINT WILL NOT BE DISCHARGED TO THE w STORM SEWER PERMANENT STABILIZATION. HAZARDOUS WASTE NON-STORM WATER DISCHARGES SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING 10. TNPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREAS) C 0 ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE M MANUFACTURERS INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES .0 In SITE AREA: ALL ROLLED AND WATERED OR HYDROMULCHED OR OTHER MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS WALL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: *> >- 1. TOTAL AREA OF SITE = 1.71f Aa. TiMING OF CONTROLS/MEASURES ITABL.E METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE 2 TOTAL AREA TO BE DISTURBED = &71f Ac. CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO CONCRETE TRUCKS WALL NOT EE ALLOWED TO WASH OUT OR DISCHARGE * WATER FROM WATER UNE FLUSHING Of Q AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES. THE SILT FENCES TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED MANAGES DAY-TODAY SITE OPERATiONS.WILL � RESPONSIBLE FOR SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. Zo OR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR AND HAY BALES. STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTF OL PRACTICES HAZARDOUS MATERIALS HAVE OCCURRED). w NAME OF RECEIVING WATERS: BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRASSING : IF. AFTER 14 DAYS FROM SEEDING. THE N * UNCONTAMINATED GROUNDWATER FROM DEWATERING EXCAVATION). Z) HOPKINS CREEK OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE PORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN A�TiCkV TO THE GOOD HOUSEKEEPIN(: AND MATERIAL MANAGEMENT ( ) w INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER. THE AREA WILL BE REWORKED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE (D M ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED ``-NOEDED TO PREVENT POSSIBLE SPILLAGE THE WASTE WALL BE COLLECTED FOLLOWING PRACTICES WALL BE FOLLOWE[ FOR SPILL PREVENTION AND BASIN PRIOR TO DISCHARGE. 0 O CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN EGETATIVE COVER. AND�DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: o AREA. THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE REGULATiONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. a a a a z z CONTROLS WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12 AINTENANCE: ALL FEATURES OF THE PROSECT DESIGNED AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CONTRACTOR'S CERTIFICATION ACCUIMLILATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CLEARLY POSTED ON SITE AND SiTE PEONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL !tSONNEL WILL BE MADE AWARE OF THE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO OFFSITE VEHICLE TRACKING I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND ~- THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL AND THE EARTH DIKE/SWALES WALL BE REGRADED/REMOVED AND STABILIZED PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP - EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP SUPPLIES. CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER Or TURBIDITY PLAN HAS BEEN PREPARED TT INSTRUCT THE CONTRACTOR ON 13. P MANENT EROSION CONTROL* THE EROSION CONTROL FACILITIES OF TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WALL BE KEPT DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE a_ TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL ASSENSURING CONTROLS PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY E PROSECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE 1 MUD, DIRT OR ROCK TRACKED FROM THE SITE DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSIT EQUIPMENT AND MATERIALS WILL CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. � < Z N THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, OFFSITE FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A INCLUDE BUT NOT BE LIMITED TO BROOIAS, DUST PANS, MOPS, RAGS, W Ja. W STATE AND LOCAL LAWS. REFER TO 'CONTRACTORS RESPONSIBIUTY" FOR A IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TARPAULIN. GLOVES. GOGGLES. LIQUID ABSORBENT .e. KITTY UTTER OR EQUAL), Z Z O 14. P MANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY ( ) �-- 0 w VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL ONSTRUCTIC�1 WILL. AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST SAND, SAWDUST, AND PLASTIC AND MEAL TRASH CONTAINERS SPECIFICALLY Z< - O PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE ROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN FOR THIS PURPOSE STORM WATER MANAGEMENT CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED � � O W � � STORM WATER DRAINAGE WALL BE PROVIDED BY (DESRIPTiON.) TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROSECT SITE. R SODDED. ALL SPILLS MALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. F STORM SEWER PIPES THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN Z THE A�ATERIAIS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE � � J � 0 ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CCNVTRtX THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL MALL w FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT STRU TURAL PRACTICES RRESEId'f ONSITE DURING CONSTRUCTION: � � � -� IL WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHI HG M PREVENT INJURY FROM O W OV COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 1.71 ACRES WILL amu- EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE Concrete Fertilizers ® Wood CONTACT WITH A HAZARDOUS SUBSTAN�3=. O MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS SED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. Z � � � � 0 HAVE BEEN REGRADED. 0.� ACRES LEFT UNDISTURBED. THE SITE DISCHARGES z � REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED D IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. ® Asphalt ® Petroleum Based Products ® Masonry Blocks SPILL OF TOXIC OR HAZARDOUS MATERI kL WILL BE REPORTED TO THE O �J � o TO A WET DETENTION SYSTEM AND SUBSURFACE STORMWATER MANAGEMENT FACILITY. WHERE PRACTICAL. TEMPORARY SEDIMENT BASINS WALL BE USED TO TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT ® Tar Cleaning Solvents ® Roofing Materials APPROPRIATE STATE OR LOCAL GOVERN BENT AGENCY. REGARDLESS OF THE I•L U SITE BY THE REGULATORY AGENCIES. 2 PORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN SIZE OF THE SPILL INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTioN BASIN. ® Detergents ® Pointe ® Metal Studs � o DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF EROSION AND SEDIMENT CONTROLS SCHARGE FROM A DISTURBED AREA. THE SPILL PREVENTION PLAN WALL BE ADJUSTED TO INCLUDE MEASURES TO w STABILIZATION PRACTICES E FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTitN THE SPILL IF THERE IS ANOTHER ONE i� DESCRIPTION OF THE SPILL. WHAT w 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DIKE CAUSED IT, AND THE CLEANUP MEASUR1-:S WALL ALSO BE INCLUDED. m DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE MATERIAL MANAGEMENT PRACTiCES 132 0 TiMING OF CONTROLS/MEASURES FOLLOWING LIMITATIONS: A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS 9 v J � APPLICABLE WHERE HEAVY FLOWS AND/Oft WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WALL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE w J REFER TO ' CONTRACTORS RESPONSIBILITY FOR THE TIMING OF A. WHERE THE MAXIMUM SLOPE HIND THE BARRIER IS 33 PERCENT. BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS. WILL BE THE SPILL PREVE111ION AND CLEANUP COORDINATOR. Q LL z B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND c CONTROL/MEASURES. THE STRUCTURE REFER TO D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SHE MALL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO � G � cn CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. CURB INLET SEDIMENT FILTER, AND D-904 FOR CONSTRUCTION OFA WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. DROP INLET SEDIMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPOVSIBL.E FOR A PARTICULAR PHASE W O Z Z CERTIFICATION OF COMPLIANCE WITH D. EVERY EFFORT SHOULD MADE TO LIMIT THE USE OF STRAW BALE - v = U W Q FEDERAL. STATE AND LOCAL REGULATIONS OF PREVENTION AND CLEANUP. THE NAI CES OF RESPONSIBLE SPILL < BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE • GRAVEL SEDIMENT TRAP THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED PERSONNEL WILL BE POSTED IN THE MATERIAL STORAO AREA AND IF 0 z Z Q U THERE IS THE POSSIBIUTY OF A WASHOUT. IF NECESSARY. MEASURES HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. O Z IN ACCORDANCE WITH FEDERAL. STATE AND LOCAL LAWS RELATED TO STORM PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE, IN THE OFFICE TRAILER ONSITE. z171 $ W (f' - SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE TO ADJACENT UNPROTECTED * p W WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS. THE FOLLOWING INCONVENIENCE OR DAMAGE CENT STRUCTURES & UNP AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO oo CO W AGAINST WASHOUT. w Y PERMITS HAVE BEEN OBTAINED. REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY AREASREFER TO D-903 FOR CONSTRUCTION OF CURB INLET dt DROP DO TME JOB. 0 x U D.E.R. DREDCiE/FILL PERMIT # BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER SEDIMENT TRAP. MAINTENANCE ANSPEC-iON PROCEDURES � r , Q C.O.E. DREDCE/FILL PERMIT # LOCATION. MATERIAL & USAGES C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT. ORDERLY U W THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5 AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE. UNDER A EROSION AND SEDIMENT CONTROL INS�EC110N AND MAINTENANCE PRACTICES U �--- r S.J.R.W.M.D. M.S.S.W. PERMIT 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW � SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND M kINTENANCE PRACTICES THAT WALL BE Z Q w DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMI NT CONTROLS. � - Z POLLUTION PREVENTION PLAN CERTIFICATION FOLLOWING LIMITATIONS: AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR * PRODUCTS WALL BE KEPT IN THEIR ORIGINAL CO NTAINERS WITH THE Q Z A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. * NO MORE THAN 10 ACRES OF THE SI1 E WILL BE DENUDED AT ONE TiME J O ORIGINAL MANUFACTURERS LABEL U � � U_1 CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM WITHOUT WRITTEN PERMISSION FROM 1 HE ENGINEER. ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. TLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND • SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS * ALL CONTROL MEASURES WALL BE INSPECTED BY THE SUPERINTENDENT. z 0 < r ACCORDANCE MATH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION AVSD CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION Q '..� RECOMMENDED BY THE MANUFACTURER. THE PERSON RESPONSIBLE FOR THE [AY TO DAY SITE OPERATION OR < PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION OF THE FILTER FABRIC BARRIER. SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & SOMEONE APPOINTED BY THE SUPERIVTENDENT, AT LEAST ONCE A WEEK AND w C- AY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF 0.2'5 INCHES OR GREATER. CL SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO * WHENEVER POSSIBLE, ALL OF A PRODUCT WALL BE USED UP BEFORE 0 3 MANAGE THE SYSTEM. OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED SCHARGNG STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL DISPOSING OF THE CONTAINER. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING � BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ,.,,gruinn"" GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE MENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDER; IF A REPAIR IS NECESSARY. IT WILL BE INITIATED WITHIN 24 HOURS OF ,���`'� �c `'�f.,, w BEST OF MY KNOWLEDGE AND BELIEF TRUE. ACCURATE. AND COMPLETE. I ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4' * REPORT. LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL a��Eti y ,,; ��,.•••••-• o AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE �,,k a. r 4 LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHEN SEDIMENT- AT ONE TIME. THE PROPOSED STORM WATER PONDS (OR TEMPORARY - BE FOLLOWED. a A M., INFORMATION INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR 4 FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE * BUILT UP SEDIMENT WILL BE REMOVE[ FROM SILT FENCE WHEN IT HAS ,� ;�,.. o y__ ws- Co a KNOWING VIOLATIONS. SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF * THE SITE SUPERINTENDENT WALL INSPECT DAILY TO ENSURE MATERIALS REAC HED ONE-THIRD THE HEIGHT OF THE FENCE �Z GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE p APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE STORAGE PER ACRE DRAINED UNTiL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL 0 6 SIGNED: • �' � y 3 DATED: Project No.: ilNieuaeK+ m 16-01-0006 Designed: Drawn: J.E.W. D.C.G. Q Checked: O.C.: Oo T.B.W. R.C.W. 4 Date: r NOVEMBER 12, 2015 O Scale: m Sheet 12 !ET MAG NAIL IN CU V.M 1666 DATUM cV M ° LEGEND 11w -""may.....r.�- s► Q TREE TO BE PRESERVED V p •3 p llce r, U O PROTECTED TREE TO [ ] Q,) • M 864 BE REMOVED �/ � { NON-PROTECTED TREE V �. �~•'" 864 TO BE REMOVED w' W ' 40M flue LIMITS OF CLEARING X M K, ,. —X_ TREE BARRICADE O L11 O \0 71 SF SILT FENCE ^Q KsG 4°ALU W 227 % cu 4 ..�. L% V) ,�.., p w s' ,9 a"@, 1 UAIC E A��� � PAVERSrMCK �� { W > •• 43 74 a .� •�-. M W C> CL *r IAM. 1 �rj Ca rte.. X Ire \✓ O r.< Fsz- 62 O E o pop Aia v M Z W �.» .- .»n» .^. # r Lf1 � , . Q w IN 46 'c p M wMOSA O p O o 39 ,c• 60 � .—. p � H N M V) c EXISTING DOG PARK ..,. .. . __ ... . ' '1 0 yy z Q SF SFDOG D H LIJ CL N awe ,4 DCBM POND 5 off 86 i NON–PROTECTED TREE LIMITS OF CLEARING *f " ~ f�,f ,4 w TO BE REMOVED (TYP.) # s y, t z r , Mumma gamma 15 31 , 9 LIMITS OF CLEARING rte.. s , T Lis 4 Ipwo 45 7 .._. . ^ ,_ tWILE:am f ,,. .w, 17 MIS"OLM - FENCE TYP. . . SILT N < 3 PROTECTED TREE TO mum23 2 26 2 2 32 p O - 223 BE REMOVED IYP. WATER� k . E- ( ) 9 COW 21 221 t�2 NIK `' O , , ............. . co Ln M _ a a a a r K =1816 Y Vis.' I4L ' `!f TWIN ! kk t 107 .�"",„# C; ♦— TREE BARRICADE (TYP.) p --� a W 0 z BENCH MAWu EAST RN OF SANITARY MAIVHOLE. C) ELEVATION 6,17 NAVA.IM DATUM i 14 12 p i 213 21AD m O xs sx`r p I Two, 3 — LIJ E i8 y 1 42" 0 0 $ 2©7 s V +y TREE MITI ",, TION W FOR C43MMERCIAL ROPERTI ES W U » 2t}5' MARK 0 r SET c NAI.IN O aR6 has,r ELET/A ON=4.62 NAV. 1066 OATUM -==�•...M INCHES MITIGATION MITIGATION MITIGATIONMD GUTTER MITIGATION LOCATIONEMOVED RATIO s INCHES INCHES PROVIDED 11 W Zv M IGO190 DOG PARK/ CITY OF 385 1:1 385 492 116 ~ ATLANTIC BEACH PARCEL ' ' " 230 ; W —� Q Z LL — . AQUATIC PARCEL 1599 1:2 799.5 688 I = = Z z TOTAL 1184.5 w 0 0 RE OCATED INCHES (ONSITE) 504 1 1 1s (n — W 11 1 3' ;, W W r; W TREE BARRIER SHALL BE REPLACEMEN INCHES (SEE PLANT LIST) 927 Q Q 22J PLACED TO THE OUTER LIMITS 17 171 9 0, OF TREE DRIPLINE, 6' MINIMUM BALANCE DUE 1431.0 1ss _ W a- r n 160 _ _V V J J TREE _ 5", ��# 16$ �'_ `� � w FENCE ALONG AREAS ( °22 16 t F Z z TO BE PROTECTED Z INSTALL 3 15gk�5A » o SEE NOTES 124 25 1 v PAYMENT CALCULATION I 1632 o 53 Q �- TOTAL PAYMENT DUE 0 X $123 = $0.00 -� -- s x g 7 PRESERVED UNDERSTORY k #3 TREE PROTECTION DETAIL THE SITE CONTAINS LARGE AMOUNTS OF BURIED TRASH CONSISTING OF PLASTIC, PAPER, GLASS AND WOOD •; ;R � S .. cN.TWHICH IS REPRESENTATIVE OF A SITE PREVIOUSLY USED FOR DUMPING HOUSEHOLD WASTE. THESE Iry S. ., o � 131 m r TREE PROTECTION NOTES: CONDITIONS ARE UNSUITABLE FOR DEVELOPMENT AND FOR HEALTHY GROWTH OF DESIRABLE TREES. PER 3 144 o o o AD ERSE SITE CONDITIONS SHALL MEAN EXISTING SITE CONDITIONS THAT � SECTION 23 8. DEFINITIONS, � ��� �,r� •. �r � _ ,r r 1. ALL PROTECTED TREES SHALL BE PROTECTED FROM DAMAGE TO TOPS, TRUNKS AND ROOTS. d . T SHOULD ANY DAMAGE OCCUR TO ANY EXISTING TREE TO REMAIN, CONTACT OWNERS UNFAVORABLY AFFECT THE IMPL MENTION OF THE PROVISIONS OF THIS CHAPTER AND THAT HINDER PLAN i,2� ; V) o REPRESENTATIVE. VIABILITY AND GROWTH. 2 EXIS ING AREAS OF BURIED SOLID WASTE AT A DEPTH THAT WOULD AFFECT ,.; R+�«• _ 2. PRIOR TO DEMOLITION. CONTRACTOR SHALL TAG TREES TO REMAIN AS SPECIFIED BY CONTACT ( ) • PRESERVED OR PLANTED MATERIAL. a�� v, VIABILITY OF PRES OWNERS REPRESENTATIVE. p 3. INSTALL TREE PROTECTION FENCE PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT, C FREE OF SILT AND IN GOOD REPAIR UNTIL PROJECT COMPLETION. S HAND 'ect No.. 4. WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WITHIN DRIP LINE OF TREES, PER RESOLUTION NO. 16-02 THE SITE HAS BEEN DESIGNATED AS A BROWNFIELD. ' 161-0006 EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. BENCH MAW Cesi ned: Drawn: 13 5. TREE PROTECTION AREAS ARE TO REMAIN UNDISTURBED, FREE OF ANY DEBRIS. PROHIBITED TO $ET MAO NAIL IN t= EXPLORATION BY ELLIS & ASSOCIATES INC. DATED OCTOBER 26 2015. ANY FOOT OR VEHICULAR 11ZAFFlC AND Il-IE STORAGE OF ANY CONSIRUC110N MATERIALS. REFER TO REPORT OF GEOTECH ICAL NA�'S.DnGATUM _ J.E.W. A.N.B. 0 6. PROVIDE A PRE–POSTED BARRICADE. POLYPROPYLENE HI WE ORANGE FENCE. REINFORCED W/ (E&A PROJECT N0. 3719-0019) HE SOIL BORINGS REVEAL THAT THE SITE CONTAINS LARGE AMOUNTS OF ' � Checked: o.C.: a #5 REBAR O 10 O.C. AROUND ALL TREES TO BE PRESERVED AS SHOWN ON PLANS. PROVIDE — Co a SILT FENCE ALONG UPHILL SIDE OF TREE PROTECTION FENCES. TRASH THAT ARE AT DEPTHS RANGING FROM 0 TO 8.5 DEPTH. THE PROJECT PROPOSES TO REMOVE THE Fcii %.1— � ,.a{4„ ; T.B.W. R.C.W. NFAV RA LE CONDITIONS AND THE SOIL DISTURBING ACTIVITIES REQUIRED TO REMOVE A R t° 7. A WATERPROOF. RIGID SIGN SHALL BE AFFIXED TO EACH INDIVIDUAL BARRICADE. SUCH THAT TRASH ONSITE. THE U 0 Q """'` �A�. �_.,... H ».. - T:_ Date: 0o THERE IS ONE SIGN EVERY FIFTEEN FEET ALONG THE LENGTH OF THE BARRICADE. THE SIGNS I T RA T "ONCREsTE A IS NOVEMBER 12, 2015 SHALL CONTAIN THE FOLLOWING WORDS. AND WILL BE MADE AVAILABLE BY THE CITY AT THE THE TRASH FROM THE SITE WILL PREVENT THE APPLICANT FROM PRESERVING THE TREES ONSITE. THUS, NO Scale: o TIME OF PERMIT ISSUANCE: NO GRADE CHANGE. STORAGE OF MATERIALS. VEHICLES OR MITIGATION IS PROPOSED FOR T1 E TREES LOCATED ON THIS BROWNFIELD SITE. ATLANTIC BOULEVARD 1"= 30' co EQUIPMENT IS PERMITTED WITHIN THIS TREE PROTECTION ZONE. THIS TREE PROTECTION BARRIER MUST NOT BE REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF PAVEMENT PA (100' ROW) ATLANTIC BEACH. FOR INFORMATION, CALL (904) 247-5800. 13A Sheet � N CU 10 AQUATIC PROPERTY- MITIGATION TABLE AQUATIC PROPERTY - MITIGATION TABLE DOG PARK/CITY OF ATLANTIC BEACH PROPERTYM 0 TREE SIZE TYPE INCHES TREE SIZE TYPE INCHES MITIGATION TABLECu c NO. (DBH INCHES) (COMMON NAME) STATUS REMOVED NO. (DBH INCHES) (COMMON NAME) STATUS REMOVED TREE SIZE TYPE TOTAL INCHES V p p 42 14 TWIN MIMOSA NON PROTECTIVE 0 140 9 PALM NON PROTECTIVE 0 NO. (DBH INCHES) (COMMON NAME) STATUS REMOVEDCu �• U O •p 43 17 HICKORY PROTECTIVE 17 141 20 ** PALM PROTECTIVE 0 3 11 TRIPLE ELM PROTECTED 11 V 44 16 TRIPLE MIMOSA NON PROTECTIVE 0 142 18 ** PALM PROTECTIVE 0 4 11 TRIPLE ELM PROTECTED 11 V •� 45 9 MIMOSA NON PROTECTIVE 0 143 13 HICKORY PROTECTIVE 13 5 10 TWIN ELM PROTECTED 10 46 11 TWIN MIMOSA NON PROTECTIVE 0 144 10 HICKORY PROTECTIVE 10 6 13 TRIPLE ELM PROTECTED 13 �.,,/� u en O 47 16 MAPLE PROTECTIVE 16 145 24 TWIN MAPLE PROTECTIVE 24 7 9 TWIN ELM PROTECTED 9 `��+ "^ E M •L 48 10 MAPLE PROTECTIVE 10 146 17 ** PALM PROTECTIVE 0 8 16 TRIPLE ELM PROTECTED 16 ��.,� 00tA Z a • ca 49 14 MAPLE PROTECTIVE 14 147 11 HACKBERRY PROTECTIVE 11 9 18 WATER OAK PROTECTED 18 �� Ln N 'Q m 50 11 TWIN MAPLE PROTECTIVE 11 148 13 HACKBERRY PROTECTIVE 13 10 14 WATER OAK PROTECTED 14 V 51 11 HACKBERRY PROTECTIVE 11 149 10 HACKBERRY PROTECTIVE 10 11 9 LAUREL OAK PROTECTED 9 •G cn p N �■ 0\52 11 HACKBERRY PROTECTIVE 11 150 12 HACKBERRY PROTECTIVE 12 12 16 WATER OAK PROTECTED 16 N Qj Ln CU CL 53 14 HICKORY PROTECTIVE 14 151 11 HACKBERRY PROTECTIVE 11 13 11 TRIPLE ELM PROTECTED 11 Q .G M m 54 17 HACKBERRY PROTECTIVE 17 152 17 ** PALM PROTECTIVE 0 14 14 TRIPLE ELM PROTECTED 14 A �`' z 55 21 MAPLE PROTECTIVE 21 153 18 MAPLE PROTECTIVE 18 15 11 TRIPLE ELM PROTECTED 11 �� W ,� (D-0 O enE z E 56 17 MAPLE PROTECTIVE 17 154 21 MAPLE PROTECTIVE 21 16 10 TWIN ELM PROTECTED 10 p :3Z c 57 26 MAPLE PROTECTIVE 26 155 20 MAPLE PROTECTIVE 20 17 9 TWIN ELM PROTECTED 9 Z C14r Ln 6 58 21 TWIN MAPLE PROTECTIVE 21 156 25 MAPLE PROTECTIVE 25 18 9 TRIPLE ELM PROTECTED 9 �" Ir,o t4 m 59 13 MAPLE PROTECTIVE 13 157 21 MAPLE PROTECTIVE 21 19 7 PINE PROTECTED 7 60 15 HICKORY PROTECTIVE 15 158 10 HICKORY PROTECTIVE 10 20 8 PINE PROTECTED 8 = \0 m N 61 10 HICKORY PROTECTIVE 10 159 15 ** PALM PROTECTIVE 0 21 9 PINE PROTECTED 9 ** C" to 0 62 10 MAPLE PROTECTIVE 10 160 14 PALM PROTECTIVE 0 22 8 PINE PROTECTED 8 _ 63 12 LAUREL OAK PROTECTIVE 12 161 14** PALM PROTECTIVE 0 23 8 PINE PROTECTED 8 m Z •c 64 10 LAUREL OAK PROTECTIVE 10 162 14 HACKBERRY PROTECTIVE 14 24 9 PINE PROTECTED 9 65 13 MAPLE PROTECTIVE 13 163 7 HACKBERRY NON PROTECTIVE 0 25 7 CHERRY PROTECTED 7 v cw a 66 16 HACKBERRY PROTECTIVE 16 164 7 MAPLE NON PROTECTIVE 0 26 9 PINE PROTECTED 9 0 of 67 24 TWIN HICKORY PROTECTIVE 24 165 12 HACKBERRY PROTECTIVE 12 27 9 PINE PROTECTED 9 68 8 HACKBERRY NON PROTECTIVE 0 166 10 HACKBERRY PROTECTIVE 10 28 9 PINE PROTECTED 9 w 69 15 TWIN HACKBERRY PROTECTIVE 15 167 9 HACKBERRY NON PROTECTIVE 0 29 9 PINE PROTECTED 9 0 70 12 HACKBERRY PROTECTIVE 12 168 7 HACKBERRY NON PROTECTIVE 0 30 8 PINE PROTECTED 8 cn 0 71 9 HACKBERRY NON PROTECTIVE 0 169 7 HACKBERRY NON PROTECTIVE 0 31 8 TWIN ELM PROTECTED 8 0) z 72 9 LAUREL OAK NON PROTECTIVE 0 170 8 HACKBERRY NON PROTECTIVE 0 32 9 PINE PROTECTED 9 0- 73 10 HACKBERRY PROTECTIVE 10 171 6 HACKBERRY NON PROTECTIVE 0 33 9 PINE PROTECTED 9 0 74 8 MAPLE NON PROTECTIVE 0 172 6 HACKBERRY NON PROTECTIVE 0 34 9 PINE PROTECTED 9 w 75 8 MIMOSA NON PROTECTIVE 0 173 21 ** PALM PROTECTIVE 0 35 11 PIMN PROTECTED 11 D 76 7 HACKBERRY NON PROTECTIVE 0 174 15 ** PALM PROTECTIVE 0 36 8 LAUREL OAK PROTECTED 8 m 77 16 TRIPLE MAPLE PROTECTIVE 16 175 14 MAPLE PROTECTIVE 14 37 7 CYPRESS PROTECTED 7 a � 78 7 HACKBERRY NDN PROTECTIVE 0 176 22 TWIN MAPLE PROTECTIVE 22 38 10 CYPRESS PROTECTED 10 79 9 HACKBERRY NON PROTECTIVE 0 177 15 ** PALM PROTECTIVE 0 39 1 10 CYPRESS PROTECTED 10 a a a Q a z z 80 9 HACKBERRY NON PROTECTIVE 0 178 11 MAPLE PROTECTIVE 11 40 13 CYPRESS PROTECTED 13 81 11 HACKBERRY PROTECTIVE 11 179 16 MAPLE PROTECTIVE 16 TOTAL 385 z 82 9 LAUREL OAK NON PROTECTIVE 0 180 12 MAPLE PROTECTIVE 12 < m 83 18 LAUREL OAK PROTECTIVE 18 181 15 MAPLE PROTECTIVE 15 J < 84 6 MAPLE NON PROTECTIVE 0 182 13 MAPLE PROTECTIVE 13 a z 85 14 TWIN HACKBERRY PROTECTIVE 14 183 8 HACKBERRY NON PROTECTIVE 0 86 21TWIN HACKBERRY PROTECTIVE 21 184 6 HACKBERRY NON PROTECTIVE 0 Z 0 0 ` 87 15 HACKBERRY PROTECTIVE 15 185 7 HACKBERRY NON PROTECTIVE 0 O w -- o 88 14 ** PALM PROTECTIVE 0 186 8 HACKBERRY NON PROTECTIVE 0 _ 89 14 ** PALM PROTECTIVE 0 187 6 HACKBERRY NON PROTECTIVE 0 3 90 14 ** PALM PROTECTIVE 0 188 9 HACKBERRY NON PROTECTIVE 0 z (D 91 11 NNMOSA NON PROTECTIVE 0 189 14 HACKBERRY PROTECTIVE 14 0 _ w 92 18 HACKBERRY PROTECTIVE 18 190 15 HACKBERRY PROTECTIVE 15 ~ 0 93 20 MIMOSA NON PROTECTIVE 0 191 18 HACKBERRY PROTECTIVE 18Of U 94 7 HACKBERRY NON PROTECTIVE 0 192 12 HACKBERRY PROTECTIVE 12 0 95 15 ** PALM PROTECTIVE 0 193 16 ** PALM PROTECTIVE 0 W 96 7 MAPLE NON PROTECTIVE 0 194 17 MAPLE PROTECTIVE 17 W 97 8 HACKBERRY NON PROTECTIVE 0 195 20 MAPLE PROTECTIVE 20 0 98 9 HACKBERRY NON PROTECTIVE 0 196 19 MAPLE PROTECTIVE 19 w 99 17 MAPLE PROTECTIVE 17 197 13 MAPLE PROTECTIVE 13 100 23 ** PALM PROTECTIVE 0 198 14 MAPLE PROTECTIVE 14 m 101 10 CAMPHOR NON PROTECTIVE 0 199 19 MAPLE PROTECTIVE 19 �^ 0 102 21 MAPLE PROTECTIVE 21 200 13 MAPLE PROTECTIVE 13 w J J 0 103 12 ** PALM PROTECTIVE 0 201 16 MAPLE PROTECTIVE 16 L z 104 12 ** PALM PROTECTIVE 0 202 27 TWIN MAPLE PROTECTIVE 27 , F– V) 105 20 MAPLE PROTECTIVE 20 203 7 HACKBERRY NON PROTECTIVE 0 O = Z o 106 17 ** PALM PROTECTIVE 0 204 6 HACKBERRY NON PROTECTIVE 0 = U W Q 107 17 MAPLE PROTECTIVE 17 205 7 HACKBERRY NON PROTECTIVE 0 Z QZ 108 12 TWIN MAPLE PROTECTIVE 12 206 17 HACKBERRY PROTECTIVE 17 O W (f, – 109 25 MAPLE PROTECTIVE 25 207 21 HACKBERRY PROTECTIVE 21 p W w Y 110 11 HICKORY PROTECTIVE 11 208 13 MAPLE PROTECTIVE 13 O Q 111 9 MAPLE NON PROTECTIVE 0 209 12 HACKBERRY PROTECTIVE 12 = w W �3 112 13 HICKORY PROTECTIVE 13 210 9 HACKBERRY NON PROTECTIVE 0 r , I.. Of ( 113 12 MAPLE PROTECTIVE 12 211 12 HACKBERRY PROTECTIVE 12 v V J J Li � Q 114 10 HACKBERRY PROTECTIVE 10 212 10 HACKBERRY PROTECTIVE 10 — z 115 14 HICKORY PROTECTIVE 14 213 17 PALM PROTECTIVE 0 Q < 0 116 23 TWIN MAPLE PROTECTIVE 23 214 9 HACKBERRY NON PROTECTIVE 0 D W L� 117 8 WATER OAK NON PROTECTIVE 0 215 8 HACKBERRY NON PROTECTIVE 0 0 Q 0 118 12 MAPLE PROTECTIVE 12 216 7 HACKBERRY NON PROTECTIVE 0 ~ i 119 13 ** PALM PROTECTIVE 0 217 9 HACKBERRY NON PROTECTIVE 0 m 120 16 HICKORY PROTECTIVE 16 218 18 TWIN MAPLE PROTECTIVE 18 121 17 ** PALM PROTECTIVE 0 219 10 HACKBERRY PROTECTIVE 10 ••• �� 1 122 14 PINE PROTECTIVE 14 220 10 LAUREL OAK PROTECTIVE 10 & •r J '��� �,'. 0 123 12 PINE PROTECTIVE 12 221 12 HICKORY PROTECTIVE 12 o c 124 16 ** PALM PROTECTIVE 0 222 7 CATALPA NON PROTECTIVE 0 '• ' mo co 125 15 ** PALM PROTECTIVE 0 223 11 MIMOSA NON PROTECTIVE 0 ,y• ;,� H 126 20 PINE PROTECTIVE 20 224 16 MAPLE PROTECTIVE 16 c 0 127 8 PINE NON PROTECTIVE 0 225 13 MAPLE PROTECTIVE 13 �' �17. vs 128 17 TALLOW NON PROTECTIVE 0 226 18 MAPLE PROTECTIVE 18 p 129 16 ** PALM PROTECTIVE 0 227 10 MAPLE PROTECTIVE 10 C" 130 11 MAPLE PROTECTIVE 11 228 13 HACKBERRY PROTECTIVE 13 Project Q131 10 PINE PROTECTIVE 10 229 9 MAPLE NON PROTECTIVE 0 16-01-0006 v 132 10 MAPLE PROTECTIVE 10 230 15 HACKBERRY PROTECTIVE 15 ► Designed: Drawn: 133 14 ** PALM PROTECTIVE 0 231 12 HACKBERRY PROTECTIVE 12 J.E.W. A.N.B. 134 18a PALM PROTECTIVE 0 TOTAL 1599 T.B.W. R.C.W.** Checked: O.C.: c 135 18 ** PALM PROTECTIVE 0 Date: 0 136 22 ** PALM PROTECTIVE 0 ** EXISTING PALMS TO BE RELOCATED; SEE LANDSCAPE PLAN FOR NEW NOVEMBER 12 2015 0 137 17 ** PALM PROTECTIVE 0 LOCATION Scale: m 138 18 ** PALM PROTECTIVE 0 co 139 13 TRIPLE HACKBERRY PROTECTIVE 13 Sheet 13B " t - V NE Imp N o NOTES: I I-O NITARY MANN CU M SGP H I-E.: Y/ SOUTH INV. 0 73 �� �� INV. 0.72 1 - TREE LEGEND 15 LEGACY TREES 120 INCHES @ 4" CALIPER SHALL BE PLANTED WITH I N TH E PA KING PERIMETER I _ —< rr m � t M""26� Q� z U 0 F p7. w •O OF THE ADJACENT CHURCH PARKING LOT. COORDINATE LOCATION WITH THE OWN R. I '► ° ' LI CRAPE MYRTLE �,,,,,� M a� do STORM MAN LE 1 ov 1 LA R. O ..� Er.P S _ .E2 11 1 AR QV LIVE OAK s"' AST INV. - 7 f Ir U M QJ ^0.0 u M E it O Ln z Ln TD BALD CYPRESS 0 R I rl 3 TD 'F �—• N Q *2 '('D , W IN A r �� ��9.AL :.> 11 i f.. W .,... c * MCK 2 UNIT APT. O AR RED MAPLE 4) 4 � .L 1 QV t, k '.. 11 BLDG. �.. > W a ,., g S AN 2 SWITH. *1 Qv i *3 TD *3 TD *3 TD i21 C= L _.x O VO WALTERS VIBURNUM Q O t 1 *2 TD ,:� M a 13 VO 1 AR 0-0 o M E w E ,`. OM z r __ .w. it C Z N ;�"x �.. C 0 11 1 V 2'' Ln N '� � r 11V co -- _ '• n 8 •� 0 m T *1 Qv 11 1L! 1Q 00 0 N N cP+UG . . H o EXISTING DOG PARK \ u N o _,.... ....._ — --- --- DOG `�O � "... _., ...._ ---------- —•------- --- --------... ., .....-... -- � it ;�: �t U Ld a n \ -- -- -- --- --- -- ---- -- -- II , ST INV.Y1 rw . .G, tt _ W tl DROP INLETGRAI EL C 1 QV \ 'll • SGUTH INV_=3-0.95 Q `. .U 11 .' > 2 TD II z • »..,F,.F.. _ _. .._ .....,r..... ._,. m.__ ..._....",_ _ -.. . .F....._._. lit ( EFER";T`0 1 v z 3 TD II H PE t ,T"LAURIE,.G 3 TD 2 TD 2 TD O 41 LAN p s 11 I 11 D P INLET 1 BOUNDARY w ATE 3 VO , 5 CONCRETE o STORM DRAIN X11 �. Q S', SIDEWALK 0 I- 9. OP -a., 1 V ----- --- - ------------------ FUILOFWATER G'� • 2 a a a a 0 z r EV�.%PE= � —— — ===g.P<�PII�-- �-FVVCPIPE-=--------------------- ---- -- - _ «^ -- _ _ -JAN x_...,,_.,.X„_ -- - • t'""""....=4 (3) TRANSPLANTED z z -------- _._-_ .a-, --. ._ , _._". _.. ,. �.. A LAN O t'" _; PALMS 5 121 to 177 7:77, 4 & 133 FROM 1 QV 1 QV 1 QV 1 Qv 1 QV — MITIGATION TABLE F— ON SHEET 13B) SANITARY MANHOLE ! EAST RIM EL=6.17 F (3) TRANSPLANTED Z a INV.N._1.31 a INV W.=1.43 0t PALMS (#90, 129, Q z \' (3) TRANSPLANTED UNIT APT APT. do 134 FROM J 5 UNIT P Q MITIGATION TABLE PALMS 0119, 125, BLDG. BLDG. '' a, o do 135 FROM ON SHEET 138) °cP+UG w L MITIGATION TABLE ON SHEET 13B) W o NOTES: y $"a Q z (2) TRANSPLANTED U LJ * CONTRACTOR TO DISTRIBUTE THESE TREES IN ACCORDANCE WITH THE EXISTING TREES ON SITE. TREES SHALL NOT BE s, ✓ PALMS 0'106 do 137 0 CLOSER THAN 20' FROM OTHER TREES. COORDINATE LOCATIONS WITH THE CITY OF ATLANTIC BEACH FOR APPROVAL. , FROM MITIGATION U (4) TRANSPLANTED 4 TABLE ON SHEET 13B) Q 1 Ut z o PALMS 0138, 1429 O Ir o 146, do 152 FROM Q v MITIGATION TABLE ON SHEET 138) 'J f 2 U g o 5 VO R . w AT LA N T 1 C BEACH .. . . r, D �R TREE AND LANDSCAPE REQUIREMENTS P�,TRANSPLANTED,4 O do 193 FROM ^ J MITIGATION TABLE v, PERIMETER V A: SOUTHWEST a_ ON SHEET 13B) W —� Q o TREE MITIGATION U o — z See Tree Mitigation Sheets 13A & 13B VUA Frontage: 24 LF , Required landscape area (10 SF per LF): 240 SF 3 UNIT APT. z z TOTAL TREES Provided landscape area: 240 SF BLDG. 5 UNIT APT. PA TRANSPLANTED = V W a o BLDG. O PALMS ( 88, 103. Ir 0 Site Area: 74,333 (1.70 Ac) Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade 111& 124 FROM ;F z Q o — z MITIGATION TABLE — Required Minimum Trees (1 per 8,000 SF): 9 Provided trees: 1 trees, 1 shade �ON SHEET 138) �j W `'- Provided Trees: 27 new Shrubs required (25% of landscape area): 60 SF ,.." _ {, W Ne > Shrubs provided: F `5 ”' 0 w Minimum Shade Tree Percentage ( 50%): 52% p ed: 63 S r U F� . — w W INTERIOR VEHICULAR USE AREA (VUA) 24-177 (c) PERIMETER VUA: NORTH µ R VUA Area: 11,323 SF VUA Frontage: 28 LF r t Z Q w o 4 VO ti _ z Required landscape area (10%): 1,132 SF Required landscape area (10 SF per LF): 280 SF fy Q o Provided landscape area: 1,132 SF provided Provided landscape area: 280 SF Q li' U 5 i 4' Trees required 1 per 4 000 SF 50% shade): 3 trees 2 shade Required trees 1 per 50 LF 50% shade): 1 trees, 1 shade 6 �- q { p ) q { p ) 2 v+o 1 Qv o Trees provided: 6 trees, 3 shade Provided trees: 2 trees, 2 shade ` ' r Q r Shrubs required (25% of landscape area): 283 SF Shrubs required (25% of landscape area): 70 SF 4 Q f— w Shrubs provided: 288 SF Shrubs provided: 72 SF " ►. s a Im 3 (3) TRANSPLANTED Q > + s - PALMS (#159, 1600 °cP+L,G PERIMETER VUA 24177 (d): ATLANTIC BLVD. 213 FROM . •� ' c VUA Frontage: 22 LF MITIGATION TABLE o o ON SHEET 138) iO C'9 ,N, `" 'v'' } r o Required landscape area (10 SF per LF): 220 SF 5 V0 ® .jo a ` ` c Provided landscape area: 220 SF 1 Qv 3 __;, ;, '` ► 0°� a ~ Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade {4 too ?A Provided trees: 1 trees, 1 shade UNIT AP . xa BLDG. , t M s 0 A o Shrubs required (25% of landscape area): 55 SF (3) TRANSPLANTED cn 1 QV �: �,- – y PALMS X161, 174, � �t 3 Shrubs provided: 63 SF 177 FROM � FZ MITIGATION TABLE7A PERIMETER VUA: AQUATIC DR. ON SHEET 13B) PERIMETER �` ► Project i, 4 .. VUA Frontage: 58 LF D F1EER ornc 16-01-0006 �_ ..�.� -� • OCAELE RISER igned: Drawn: Required landscape area (10 SF per LF): 580 SF Provided landscape area: 580 SF 1 Qv . . . . . . . . . . . . . . . . . . . . . .�. ....e_�_• • �.��,�..... . . . . • -.� �" .C.H. M.C.H. • CONMFM M Checked: 0.C. � �� .,...�.,«»,..,M.� __... ...... ;,,,TE' GAS RISER N , '!E! � k„ 'A?,L. Cr Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade ~I � _ c Provided trees: 2 trees, 2 shade CON: PA �� 51 VO _ - -to:o0'•••�i� �► �. _� ."�_.�_..�.. �. – "�..N�." ~ �-- -- '' � � ��".�........ T.B.W. R.C.W. ct � — ,,_ E I Date: r PAWWWT Shrubs required (25% of landscape area): 145 SF �DROP INLET EIr EQrATE5E7L= INOVEMBER 12 2015 Shrubs provided: 153 SF GRATE EL-E.E3 I I 8.4�p �""TM--�' I I ATLANTIC BOULEVARD TFf INV-324 Scale: 1"= 30' PAVEMENT � PA (1001 ROW) II � 14A Sheet • CU C14 0 V M V PLANT SCHEDULE 5-7 HEALTHY FRONDS IN - MINIMUM. TIE FRONDS WITH -�-+ BIODEGRADABLE TWINE. HEAD �� � .--+ TO REMAIN TIED UNTIL PALM V �., ._, M Ty ABV BOTANICfl. AL NAME COMMON NAME SIZE SPACING ORIGIN CANOPY VALUE LEGACY VALUE PUSHES IT OPEN. Q _O 3 p U0■� . 5 LAYERS OF BURLAP V aj 3 AR Acer rubrum 'Florida Flame' Red Maple 4" cal / 12-14' ht. As shown Native No 24" SECURE BATTENS WITH 2-3/4" v .c J STEEL BANDS TO SECURE BATTENS 11 13 LI Lagerstromia indica 'Tuskegee' Crape Myrtles 3" cal/ 8' ht. min./3 min. multi-trunk As shown Exotic No 39" DURING PLANTING PROCESS STEEL BAND cn p Quercus vir iniana Live oak 6" cal/ 12-14' ht As shown Native Yes 276" DO NOT NAIL BATTENS TO PALM TRUNKHEIGHT OF BATTENS TOE NAIL .0 `u . � V M � 23 QV g SHALL BE LOCATED IN RELATION 39 TD Taxodium distichum Bald cypress 6" cal/ 12-14' ht As shown Native Yes 468" TO THE HEIGHT OF THE PALM. ald 'i en GE •a TOTAL 807" �/"�"'� 00 \0 Z 3-2X4 WOOD BRACES STAKED WITH A �•� � N ,Q m „ GRADE4" STAKE PAD BURIED 3" BELAW A )136 VO Viburnum obovatum Walter's Viburnum 24-30 ht/7 gal 3 OC Native � O V) ,� cn AVOID CONTACT WfrH TRUNK C SOD St. Augustine 'floratam' St. Augustine a 5 4" OF SAND PLACED ON BACKFILL O .� •� �M � m FINISHED GRADE Z \�� C O W � M E Ld o E (5Mz BE ea PLANT SO THAT TOP OF ROOT BALL *- IS EVEN WITH THE FINISHED GRADE PULVERIZED SOIL BACKFILL LO N AFTER SETTLEMENT, APPROX. 1n ABVEiiiQ LLJ CO FINISHED GRADE AT TIME OF PLANTING. ALL ROOT BALL COVERING bill N a: Z X DADIA. MATERIALS SHALL BE COMPLEfLY ^ .0 V MA" w r REMOVED BEFORE PLANTING � 0O m co fig N PALM PLANTING DETAIL , g C N.T.S. m O Z 0 ° DO NOT CUT LEADER Q PRUNE DAMAGED OR DEAD IllC WOOD IMMEDIATELY PRIOR U �� Q TO PLANTING AS DIRECTED Ill•� �° goo BY THE LANDSCAPE ARCHITECT IL �+ af PROTECT TREE WITH BURLAP Ill W 2"x4"X8'-O" STAKES p (3 PER TREE) •- O cn FLUORESCENT ° ° MULCH, 1" DEEP ON ROOT ZONE .5 Z ORANGE MARKER ON BRACEQ 3" BASIN FOR WATERING. 1" WIDE MIN. Z NYLON STRAPS MULCH, 3" DEEP O (3 PER TREE) Ld STAKES 18" SET CROWN OF ROOT BALL 0'-2" BELOW GRADE ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. W �0 O H H BACKFILL WITH PLANTING SOIL. a s 0 Z SET ROOTBALL ON UNDISTURBED SOIL. 2x BALL DIA. to MULTI- TRUNK AND SMALL TREE (2' cal. and under) PLANTING DETAIL Z GENERAL INSTALLATION INSTRUCTIONS 2.2. Soil pH 15. Contractor shall provide mulch for all newly installed landscape areas. Provide a N.T.S. Q Z minimum 6' diameter mulch ringfor all installed trees. Provide uniform coverage for all J 1. Contractor shall furnish all labor, materials, and insurance to complete the work as 2.3. Nutrient content g o shown in the plan. landscape beds at the specified depth maintain at least 6 clearance from all woody 0 DO NOT CUT LEADER D J 2.4. Recommended amen ments PRUNE DAMAGED OR DEA trunks and stems. O WOOD IMMEDIATELY PRIOR W O y 2. Contractor shall locate and visibly mark all buried utilities prior to construction and notify 0 TO PLANTING AS DIRECTED 3. Contractor shall furnish a copy f the soil report(s) along with the contractors 15.1. Mulch shall be pine straw. 0p0 eNo �(� BY THE LANDSCAPE ARCHITECT 3 the landscape architect of any conflicts. recommended amendments to the landscape architect and the owner prior to initiating 0 000 0 � z 3. Contractor shall demolish and remove from the remises all pavement, sod and other plant installation r verbal 15.2. Mulch shall be min. 2 uniform depth. �� PROTECT TREE WITH BURLAP p p plant installation. Contractor shall not initiate p a twithout a written o � o materials required to implement the plan. response from the landscape architect or owner indicating receipt of the report and -` 16. Install sod or seed, as specified in the plans, according to the florida department of $ �p In WIDE o 4. All work shall be completed in a timely manner and in accordance with standard industry agreement with the amendment approach. �_` transportation standard specification section 570 performance turf NG N0 AT EQUAL MIN. SPACN NG (3 PER I TREE) _I V practices. 0 p 4. At a minimum, contractor shall provide 5-8 percent or anic ine bark compost ost uniforml (http: l,ww.dot.state.fl.us) unless otherwise stated herein. 0 p g p p y 00O U MULCH, 1" DEEP ON ROOT ZONE Z 5. Contractor shall coordinate a work plan with the owner or agent and the landscape throughout the planting soils prior to plant installation. Do not apply synthetic fertilizer to 17 Contractor hall provide certified, healthy sod, free of weeds, disease, fungus, insects, or 3" BASIN FOR WATERING. and federal requirements r or owner. nematodes. Q architect prior to starting work and shall comply with all state a q any planting area without the ap royal of the landscape architect MULCH, 3" DEEP J Q for work safety. 17.1. Sod shall be: 1/2'x2' FLUORESCENT 0 ORANGE MARKER 6. Contractor shall provide all required permits and associated fees to complete the work. PLANT INSTALLATION 17.1.1. St. Augustine 'floratam' W g SET CROWN OF ROOT BALL 0'-2" 7. Contractor shall coordinate an approved staging area with the owner prior to starting the 1. Install all plants according to SOL nd nursery practices and shall follow ANSI A300 18. Contractor shall provide plant maintenance during the construction period through final "E BURLAP BOVE SURROUNDING FROM BASE OF TRUNK. m work and shall maintain a clean and order) site throughout the construction period and TRIM AS NECESSARY. Y g p Transplanting Standards (LCD6 06.02.C2}. acceptance and the owner shall provide maintenance during the warranty period � � o shall properly dispose of all trash and removed materials. following final acceptance, unless otherwise specified in the contract documents. 2"x` ,BSTAKE. TOP TO BE FINISH GRADE �- 2. Contractor shall verify and deter ine all final quantities based on the plans prior to J 8. Contractor shall proceed with approved work in an orderly and timely fashion. biddingand pricing. In the occurrence of a discrepancy between the plans and the plant BACKFILL WITH PLANTING SOIL. W LL Q Z p 9 p Y p list, the dans shall take precedence. TREE AND EXISTING VEGETATION PROTECTION SET ROOTBALL ON UNDISTURBED SOIL .. Ln 9. Contractor shall prevent offsite erosion, both by wind and rain, during construction using p p 2x BALL Dia 0 = Z z adequate means such as silt fencing, hay bales, and drain socks. 3. All plants shall conform to the s ecifications on the plant list or plant schedule. 1. Contractor shall ensure protection of exiting trees and vegetation prior to all clearing or construction activity using a tree barricade as specified in florida department of (2v cal. and over = (, W a 10. Contractor shall provide all new materials in first quality condition. 4. All lants shall be florida no. 1 ade or better accordin to the florida rades and Y g p p0 p g g g transportation index number 544 landscape installation (http://www.dot.state.fl.us). A Z Q o - Z 11. Substitutions shall be rejected unless approved by the landscape architect prior to standards handbook. LARGE TREE PLANTING DETAIL w (n silt fence may serve as a barricade where such measures are required and provide full � o w installation. 5. All plants shall be nursery-grow containerized or b&b stock. protection of the critial protection zone as defined in index 544. N.T.S. m w W y SPACE o � 12. Contractor shall repair and/or replace at contractors cost and in an expedient manner 6. All plants shall be in good hill, vigorous, evenly branched, and thickly foliated when in 2. Ensure protection for trees and tants to be reserved within the project area as AS SPECIFIED U any utilities, pipes, conduit, cables, fences, pavement, plant material, or any other leaf. All plants shall be free of disease, insects, including eggs and larvae, as well as p p p p g gg specified in the plans and along the project boundaries. - � W � existing property within or abutting the project site damaged by contractor during the have a healthy, developed root System. They should also be free of physical damage or MULCH, 3" DEEP U ~ °- ( J course of the project. adverse conditions that would p event thriving growth. 3. Notify the landscape architect prior to any construction activity where protection cannot (SEE SPEC.) Iff- Z 0 Z be provided or must be modified to due to conflicting construction activity. BACKFILL MIX Q o 13. Contractor shall notify the owner and landscape architect at least one week in advance 7. Plant material, tree locations, an bed outlines shall be staked or flagged on site by the Q 4. Notify the landscape architect prior to site clearing and construction of any trees or AS SPECIFIED M 0 for a substantial completion inspection. The landscape architect shall provide a punch list contractor and shall be adjusted as required to fit actual as-built conditions on site and r i n especially D � - o to the contractor outliningitems to be completed b the contractor. Contractor shall otherwise valuable plants not noted on the plans that may warrant p otect o , espec y SPACING VARIES0 P Y approved b the owner or owne s representative riot to installation. large trees located on adjacent properties whose roots and canopy occupy space within PLANTDLIST TO Q complete punch list items in timely manner before calling for a final inspection by the 8. Unless otherwise specified, all a fisting plant material within the areas of new the roject area. SPECIFICATIONS owner and the landscape architect. p construction as shown on the plans shall be removed and properly disposed of off of the o 14. Final payment for the work shall not be issued until a final inspection is,;completed and project site. Plant material outsic a of these areas shall remain and shall be replaced with fi OL `. approved by the landscape architect and/or the owner. like kind if killed or damaged via landscape installation activities (see general installation IRRIGATION INSTALLATION : ` s +a instructions and tree and existin vegetation protection). 1. Contractor shall provide a double-check backflow preventer equal to a DCA-100 (or 0 15. All work shall be warranted against defects and failure for at least 1 year following the g p ) SHRUB / GROUNDCOVER o final acceptance. 9. Plantingbeds shall be cut or ed ed to form a uniform clean line between beds and lawn ' approved equal), mounted in a rectangular valve box on the serving side and adjacent to � a SPACING / PLANTING DETAIL m r the meter. ��� �� 0- 2. - 16. Contractor shall clean site of all construction debris materials and trash. Disturbed areas. areas shall be fine-graded and landscaped according to the tans, or sodded with: St. 2. Contractor shall submit an as-built plan of the installed irrigation system, location of all N.T.S. CJ c g p g p 10. Remove all syntaetic material a d remove burlap and wire basket material from top / of components and sleeves to the owner (and municipal authority if required) following " ," �' ' J o Augustine floratam . Site must be clean and neat before a final acceptance and payment root ball prior to backfilling. installation. MULCH, 1 DEEP ON ROOT ZONE fill fi. will be issued. ATERING. ,\ 3 11. Shade trees shall be planted a minimum of 4 feet from any edge of pavement and 15 3 Contractor shall furnish all warranty, maintenance equipment, and o operating instructions. ° feet from overhead electric as measured from the at-grade centerline (refer to local Yp g °° d °& MULCH, 3~ DEEP } . ' SOILS provider to verify specific requir ments). 4. Contractor shall show owner or maintenance superintendent how to operate the 0 SET CROWN OF ROOT BALL 0'-," Project ABOVE SURROUNDING FINISH GRADE. 16-01-0006 0 1. Contractor shall minimize soil compaction to all new planting areas b limiting access to controller, operate the system manually, shut system off, adjust heads and sprays, and ► p p g Y g 12. All plant material shall be warra ted for a period of one year from the date of final provide an other critical and helpful information needed to properly operate and PLANT MATERIAL SHALL NOT BE Designed: Drawn: those areas designated for planting purposes only. Contractor shall not store, clean, or f h work and not he date on which it was installed. p Y p p p Y p PRUNED PRIOR TO INSTALLATION. M.C.H. M.C.H. � acceptance o the o c p maintain thtem. AFTER PLANTS HAVE BEEN INSTALLED, empty equipment or materials within any area specified for preservation or new plant EACH PLANT SHALL BE PRUNEDe system. hecked: O.C.: a installation. 13. Contractor shall provide all fine Surface grading preparation for planting and shall FOR UNIFORMITY. T.B.W. R.C.W. o maintain all finished grade requirements according to the plans, and ensure positive BACKFILL WITH PLANTING SOIL Date: g 2. Prior to plant installation, contractor shall conduct a soil test in at least three locations on drainage. Report any drainage problems associated with finished grade or finished soil SET ROOTBALL ON UNDISTURBED SOIL NOVEMBER 12, 2015 the site that best represent the plant distribution and conditions shown on the planting characteristics to the owner and the landscape architect. 2x BALL DIA. Scale: plan. The soil test shall be conducted by an independent laboratory qualified to test soils. p g g Y SHRUB PLANTING DETAIL r 14. Coordinate construction of plant n areas with installation of irrigation system as The test shall be conducted to determine: it specified. N.T.S.2.1. Soil type Sheet 14B