Cornell Lane 1105 . . 7. . ,. . - I "" .. . . . ,... - I . I .� .1 . I . . I ".
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GENERAL NOTES: ..9" - . . UTILITY NOIES: " , I
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. , . I . , I . EROSION SEDIMENT CONTROL NOTES:
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. 1 . 1 .I . RELATIVE SECTIONS .. 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE TI I V1
. . 't I 11. .ALL WORK AND, MATERIALS SHALL �BE, IN COMPLETE.' ACCORDANCE ;NTH ALL 11 ' 22. THE RECORD OR AS-BUI L-T--DRAWN GS SUBMITTED TO PLACE THE CONSTRUC ON NTO SER CE 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT
. . .. ". ., S L`��60 - WIS ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE G REQUIRED FOR THIS PROJECT. FOR
�, . OF CITY STANDARDS, .(LATEST R�m ibN) '�AND,AL FRENT. CITY STANDARD DETAILS. . WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDIN STORM)
1. . . . ; I . I 1. ... I.: .,; . I . - i . r__ �,-":"�i,7�;,,� .,�.,',,.'.-��,;.,� , .I . . ATIONS-ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS
- . % I ,::�:�' , 11 . r . . -.1", ", " . I . . . LOC LINES AT ALL CROSSING AND PARALLEL RUNS MERE THE HOR1ZONTAL SEPARATION IS LESS ADDITIONAL INFORMATION ON SEDIMENT AND EROSION
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I . . I . . .. 1 2. ALL .WORK. SHAL ' '' I..MANNM`�'.i,',,'ALL SAFETY RULES AND GUIDELINES OF AND. FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO THAN 10 FEET. -A
. I . I 1 . I ... I .. L. BE PERFORMED,,,IN A SAFE , , .. I � .. . . .. - CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL
�,.'i I . .. _111:., ,... �, O.S.H.A. 'SHALL BE FOLLOWED.;-:;;,THE,�CONTkApTOR: tlIALL� BE. WHOLLY,RESPONSIBLE. FOR ANY COMMENCING_,ANY CONSTRUCTION. IF *THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM
- � I 11 , :11 . - ! . . . ' - - "TION MEASURES CLEARLY DEPICTED
11 _; I . . . I -ANY DAMAd�',�tO POIVATE PROPERTY" OR PERSONS DURING LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. AWINGS AND ALL MITIGATING CONSTRUC,
I.. . INJURIES OF HIS EMPLOYEES, ,,ANC, 1.
. - I ,. . . � . I .. I . _ - . . . . . . THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL
1. . . . . %'THE. COURSE OF THIS, PROJECT,' 'ALL, COSTS 'AtsbciAtl) NTH COMPLYING� WITH O.S.H.A. THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND
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. . , I I I.; .. , .. , . I . PROTECTION (F.D.E.P.) CHAPTER 6. THE CONTRACTOR
, I �, REGULATIONS AND THE�'FLORIDA � :�TY,',;AdT 'MUST BE INCLUDED IN THE CONTRACTORS CONTRACTOR .SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE.
. , . . TRENCH�_�$A.FE_ ,.,� . I .. . . . . SHALL PROVIDE EROSION PROTECTION AND TURBIDITY
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1 . I . � 1,. �:. . :BID. . _ -1 __ -- - ... 1. �-:,.,, ,-,.,,,, -1 - , i.:- . 1, - I I . . UTILITIES :AND 'IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY I CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE
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. I I ..��_'n - .. I . '. .1 . I �;; ...., 1, .:I�,_..�. -.,.,__, . �'. . . . I . FOR ALL-DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO 23. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY QUALITY STANDARDS AND MAY NEED
.,f �: . �,f ;, . I .,w . I . '. . ,I . . . i . - -— COMMENCEMENT i OF 'ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS WH TER MAINS ARE TERMINATED AND AT AILL' BENDS AND TEES.
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. , I . . -3. �THE CON "'THE JOB SITE ,PRIOR TO PREPARING
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..' ' f . � I . , TRACTOR SHALL BE kt�OONSIBLE FOR'WiSITIN ' TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO
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I I.. . I 'OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT.
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. 't.d. ,.,. .. 1: . . , 1, .I-,THE BID FOR1111� PUROOSt"OF"I FAMILIARIZING� �WtELF'.WITH THE'.NATURE AND THE- EXTE14T � . AND TYPE 24. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VIALVES SHALL BE MECHANICAL AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION
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. .1 '. I . :� ,, -�OF THE WOkK�f,�`AND LOCAL CONDITIONS -'E11HER,VSURF,A�E..OR SUB-SURFACE$' WHICH MAY 'AFFECT I � ,� I I . . . .- OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE
.. . .;. I I . R '. . I I . I I . " - - JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL. VALVES SHALL OPEN BY
. � 0 . _. -�,LABOR AND MATERIALS REQUIRED. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT
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1, THE'WORk T6 ,BE PERF" RME�0,1,,`A,ND. THE' EQUIA . . ..T,,: TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSII WORKING PRESSURE AND 400
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I . . - I _�.. ... FAILURE .TO .,DO,.S0 WILL-� NPT�RELIEVETHE-'�;��
; . � . OMPLETE' PERFORMANCE UNDER
I . , . ONTRACTCR,�or �, ENGINEER 'FOR�REVIEW AND APPROVAL, . PRIOR TO SUBMITTAL TO THE CITY AND PRIOR PSI TEST PRESSURE. INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION
, - .. 1, - . . ,7., 1 . I ' - - ' . .. - . . 11 1. _ .
. . - . : ,., 'THIS CONTRACT.. '.". 1 .
., ': IS AL�O'�.'GkdD,`-b"T OAPHS. ALONG THE TO PURCHASE -.OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. COSTS AND FINES.
... 1 .4....._� . I�....jl, .11 1 . . . - -1. � . , : , .%e:,pri . ,. .. � 1, ..,., I . .. I . . .
�: ., . - TO RECORD: EXISTINC CONDITIDNS PRIOR TO CONSTRUCTION, AND TO - .1 .. I
.. I I ;;7�1.I .. . . - .. , 4" . ROUTE_ 6F� 'THE PROJECT . . ,. - , ' I 1 25, ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO) THE PRESSURE TESTING OF THE
1. _... .. , ' AID IN RESOLVING POSSIBLE FU RE :COMPLAIN15-1.3HAr,"MAY HE - . 3. ALL PIPE LENGTHS A' RE,SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE WATER AND SEWAGE FORCE MAINS. 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING
.. ., " 'TU .�. . . . ._. .
. .. 11 - . - I _...'.. _7 - '. - . . I ORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO BEST EROSION AND SEDIMENT CONTROL PRACTICES AS
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. . ."r. , . � _� "JdONSTRU&ION. O� THE PROJE' , ,�",." , _.. .
- ; . , I . 1. . . " - ...'. I .1 CT�, , . -,I. .�,;I"�- :--i.;,j-,��:;. J��_. 1 -21 1 . . . .
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k1l; .. . > I"� I , I''- . .I .. ... . . . ,,.%1"z_ .;,',, ,iA. , -1 - I , CONFORM WITH CURBING, -PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. 26. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST.
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: . . .1. z A . i � . - , 4 , . . d, I HOURS IN ACCORDANCE NTH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS
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. ,.",..,_ . .�� .,�:, 4.�;`IT,SHALL-BE-, TH1'E:'CONTRACTOR' PO ;ibl,ci,ty.,-",Ti�::;���ifHER C ELD -.EXPLORATICIN
., , �� . - I ' I_ ' . ` . I -It THE AMOUNT OF . ' ' 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN AND CRITERIA.
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� _: � . I .1 I�,..,-,-�� ..., -OR ACQUIRE ANY', GEOTEtHNICAL,`ASSISTANCE- REQUIRED TO ESTIMA
.1 7 .1 .. . ._. ..
I- .- . 1 ., - ., I � � TIONING PROPERLY AT TIME OF ACCEPTANCE.
I ?,�, ". , f , 'AND/OR TO ESTIMATE THE. AMOUNT OF PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. - THE ENGINEER MUST BE
�, UNSUITABLE,—MATERIAL THAT.:,WI-LL .REQUIRE,;�REMOVAL:- FUNC
, ' . ' :. . . . . .1 . 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE
. � . ... .1�. .. " ' ' ... - � �`,��'-�'." ,; , . . . . . .
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- . : ,_.C..'� . OFF SITE'.�-BORROW,:THAT WILL.'.�BE_',`REQUIRb4 -, !.I., ,.".. , . ., :.. . . I N011FIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
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. I . . . �., . ' ' . .. .. ., ..". , � ,,�.', - .. . 1 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES.
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;---111 I. .,5." �ALL IMPROVEMENTS SHOWN ARL .TO BE WARRANTEP,'.'BY THE COINTRACTOR TO THE DEVELOPER I I - . . . . 27. A UTILITY COMPANY PRECONSTRUCTION CONFERENCE MUST BE' HELD PRIOR TO COMMENCEMENT POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.
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.11. ;. . . . AND. THE CITY, FOR A 'PERIOD� OFS . DATE,;OF 'ACCEPTANCE BY THE OWNER - 6., ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE EASEMENTS, DRAINAGE EASEMENTS K. THE CONTRACTOR SHALL CONTACT UTILITY COMPANY TO
. - - � .1, . . , . _. ;,�:, . . 1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING
. �,: ,.: �' .- I ':1 . . ;.., . A. :,. " " "�_ I - I .1 � -OF-WAYS AND UNDER PAVED ROADS ARE TO BE SCHEDULE THIS CONFERENCE.
I .. ... . I -I-�i ...- -,� 1�� ' ' ": - . ... TS, DRAINAGE RIGHT
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. , -AND THE' CITY. . � �""7:4'"'_,5!,' '', -
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,,"." .6. ELEY�TIONS -ARE BASED ON., NATIONAL GEODETIC',-VERTICAL DATUIM OF 1929 (N.G.V.D.) UNITED .e I �- . . - 28. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE TING THE N.P.D.E.S; FINAL STABILIZATION
I ., . I , '' ' ' ' I "" . I.. - . ; , - . I '. REQUIREMENTS.
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,�. �."�STAT5S �'COASTAL AND GEODETIC ,SURVEY (U.S C-"&..,,G.S.), -As DItTERMINEb BY. E30ATWRIGHT 7. ALL INVERTS IN DRAINAGE, STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A
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., . , _1LAND SURVEYORS. FILE NO. 2002-1009. I.. 1.1; .,,',,�,, ;"��- .'' . ; t. . I BRICK, OR REDDI-MIX CONCRETE NTH #57 STONE. FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE N'TH PERTINENT DATA SUCH AS
- - ... . ,.. ., . ,4 e, - ..;. . - TION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE
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. 1-1 .. . . I . I . . ,� �.. I _.. J-�"��. t, . , . . . . DISTANCE BETWEEN MANHOLES, LOCA
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. - I � r I OWNER AND ENGINEER PRIOR TO ACCEPTANCE, AND ONE COP)Y OF THE VIDEO TAPE SHALL BE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS
. . 1 7." FPR 'BOUNDARY, ROADWAY AND :LOT GEOMETRY",'INF'O'RM'ATIONI .-SE*E. PLAT.,- 1 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE
. I " � I -�_ I . .�11, : I _w , .' ... I -
. _. .. I . -�:- , . , ��.,._ . _ _��, '. .- _. 1 . . RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST.
. . . ... �11 Z . . .. I ::_, '-- 1 � ! I . . WI CKFILL, PROPERLY COMPACTED. SUBMITTED TO THE CITY. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR
' . I . - .'' - z' .1
. . I � "'. 1-; i� 1 !..�, '. I . 1 . JOHNS RIVER WATER MANAGEMENT DISTRICT.
I I il- 8.- 'THE, CONTRACTOR, WILL CONTRACT-WITH AN,.INDEPENDENT- TESTIMG LABORATORY TO PERFORM . -1. REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTFIONS MUST BE REINSPECTED
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1".. 1. I � ': ES '� "ACCORDANCE WITH COWNTY REQUIREMENTS. THIS 9_ ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PRIOR TO ACCEPTANCE.
.- I -' ' ,MATERIAL .1''., 11NG AND�SOfL.:1 TESTING IN, .111 � . TION AND
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. .., ., . : .1 SHALL INCLUDE DENSITY TESTS"IN z ALL PAVEMENT:AREAS'AND RNALL .UTILITY. TRENCHES - . : PAVEMENT. . 6. PRIOR TO COMMENCEMENT OF CONSTRUC
_ . 1 . . , . . . ,, EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM
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. 1. . I LOCATED IN PAVEMENT �ARE'As�'OONCRETE ITESTIIN61.,"'AND ALL OTHER MATERIAL. TESTING. PRIOR 1 29. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER
. - 7' �' ,, . I . ." .1 . . . .. . ... I .. GROUNDWATER TESTING IN ACCORDANCE NTH THE
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.1 1: . TO LIMEROCK 'PLACEMENT, :,THE, PROJECT,GEOTECH NI CAL ENGINEER� SHALL MAKE EWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL
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. .1 . '. . . . 1 . - - . , - .,.-1, . ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER,
. I . RECOMMENDATION -FOR .UNDERORAIN PLACEMENT�-I!,�.'� ..-�,�l,.,...,,.-,",�'.. . 1. ..� . - ITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF
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... . - -, .. . :, � .- -1 . , - �� . �;T, ., . PAGE 42739, PART 1 A.3, TO DETERMINE PETROLEUM
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" , ' ' '7�'�', , .. . I FLONIDASTATUT�S. 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE.
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I . . ,, - . . .. .1 . .. , I . . CONTAMINATION LEVELS. CONTRACTOR SHALL BE
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. %OBTAINING ALL fNECESSARY PERMITS AND . .
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I r� :9. THE. CONTRACTOR,: SHALL�. BE,�:RESPONSIBLE 4 . � RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF
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I . INSURANCE REQUIRED, FOR ;THE.:PROJECTA LUDINGC1`TY. RIGHT-OF-WAY ,PERMITS FOR 11. CON-YRACTOR SHALL PROVIDE TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL
. , I . . . . 1 30. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTING;S SHALL NOT CONTAIN MORE REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER
1 I � ''�. ; I.- .� .# .,: . .PRIOR TO
I . WORk -IN JHE CITY RiGHT"�;,&-WAY OR EASEMENT, ,,,' I - . ...- ". . . SANITARY. MANHOLES E LIMEROCK BASE COURSE. THIS THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MAITERIALS USED IN THE JOINTS ENCOUNTERED DURING CONSTRUCTION AND DEWATERING
.. . ; � �.,t , �;:, t-1, .I I ..,.;1_..�,,4 . 1 . ., �1, � 1- . I I� '�_. , ."" ',,, , . li . . -... . . I .
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. I . i1i"., I . . , �. , �.,-.,.. � .. .,.,�,, ;. �t,;' . , BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS
. . 1. � I ' ' I :� . 1�:'j - ., SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED OPERATIONS.
- . . 10. . THE CONTOX&OR .SHALL COORDINATE, THItWORK, WITHIN' CITY OfF? STATE RIGHT-OF-WAY DRAWINGS FOR. THIS PROJECT.
I. 1, . ' , ;' ' , WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THIAN EIGHT PERCENT LEAD AND
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. '. I TH 'PROPER AGEN ES'!FOR"M bF,'�TRAFFIC..AND METHOD OF CONSTRUCTION ,; . I � . . . -
. il. " WITH EA 61 I AINTENANCE� . I . . . f . 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE
'. - �. ,. _.-1,; . ' . . . I . _2...... ... I -., , -j,-1",..;. , . .'' - . ; I . � I ' UX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD.
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. . .-, :AND,. REPAIR: :, .; _.�i,..�_ . _ 3,"'. .11, ,-7 r, ,.,_r. 1 .. . 1. �. . - . 1 .12, ALL SEWER MAINS SHALL BE PVC (ASTM",3034) DR-35 FOR DEPTHS TO 15 FEET, DR18 FOR
. , � , .1 .,- I . I CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE
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I- . .. . -.- � 11 . . ,.:. ,,,,''.- , . .. . .� DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. 31. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE . I
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,.v . . 11. ALL, PUBLIC�- DRAINAGE 'EASEMENTS SHALLtI-BE "UNOBSTRUCTED" EASEMENTS. ALL ,-, I .. I ! I . . .
- . -.1 . - ' . .1 . . .. " .. . - -.- . . _. . OR CITY EASEMENT MUST BE IN CONFORMANCE WITH THE CITY APPROVED MATERIALS ELIMINATION SYSTEM RULES AND REGULATIONS. .
. .,- I . , "U O . .- - .. .
. - :," . . N BSTkUCTED` EASEMENTS-TO.,.;BE, CLEAR""AND ,DRIVEABLE, _. I - .1. .
. . J 1. . I . . ;.. . .,- .
. �, I� - . . . . . MANUAL.
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. . � .. 1 ;. � . �. - . . .1.� .. . .�.� , .. 13. SANITARY SEWER SERVICES SHALL BE, 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER
. - .� . - . �._.1., , . -, , � I_ .-- - . �, . - ... . . I .
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,. " - I I I . I . - . . I 1 ,�, I I ; - "... . I �_ FOOT.ANO SHALL BE TERMINATED 5 FEET FROM THE HOUSE WITH A DEPTH OF 48" UNLESS 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN I
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T_ - �THE�CITY, 'A' Nb,,.THE ST. JOHNS RIVER. WATER .
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I 1.�i,. - I ,1, '- "AS-�BUIL? 4A)RAWINGS - "AS-BUILTS TO '. ' ' I . .I I
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. 11, ., 11 ,,.,. I , . . '. _ , . 1 . ... , :.- 'OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. A SEWER 32. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 48 HOURS IN FILTER FABRIC TO PREVENT SEDIMENTATION OF THE STORM .
. , .,. . I - 1 ' r .
I , I I . :1 _:� ..MANAGEMENT DISTRICT ARE- REQUIRED TOj'BE--,Si6k1). , -D BYiA FLORIDA �REGISTERED . QBLRI KOSOY AT TELEPUONE # 247-�%�J,
.. . , 6 " AND- SEALE . . .
.. . : .�.I .1 . . I ' ' ." .. .. � . CLEANOUT SHALL BE INSTALLED ON EACH SERVICE AT THE PROPERTY LINE. SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER :
I '
. . 1 . . . . .ta." ... LAND":8URVE Ei 'IT.:SHALL'-BE'-,,fkE-�C'CN'fRA4TOR's [RESPONSIBILITY TO' . .
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. . . ,- ..�..1r :1, ' .. . ,. I 4 - ' I . . CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER WAINS AND FORCE MAINS IN FABRIC UNTIL THE ASPH ALT/CON CRETE PAVEMENT IS PLACED. '
.I " ;, . . 11 I .�11:.� WIT k ANO'�SUkVE I TERED, IN THE STATE OF FLORIDA, FORjHE PREPARATION, FIELD 6" COVER FROM FINISHED GRADE UNLESS OTHERWISE 33.
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. ,r -� , . . I " -1 1. . 6 L 81-6115...., �� ,� ' ' ). ,W ,:7 :, .., . . '. . I . 14. WATER LINES SHALL HAVE A MINIMUM OF 3
. I .
. - .�:,:',--, T .. .� . .. - , -_L 6� ' �CER I 1: ,_ NTH ACCORDANCE WITH CITY STANDARDS.
. 110
, .. N -finw ON",!,A'ND SUBMITTAL OF. ,AS-BUIL�IiDRAWINGS AN ACCORDANCE 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS
" 1, .1 - , . - . . . I SHOWN. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE NTH AWWA C651 DISINFECTION
I ., .-, . . TiONS. . .
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.7 . ""'; I ; CURRENT,6ii ' �,.AND SPECIFICA-noN��-A14D ;SJRWMD ,REGULA
. .. . Y ,STANDARD§:" I I - . - . ,' IT IS ,,THE .. . STANDARDS.
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. I 1�1��. ,;: .., . , - 'CO TR . . ".- D AWNGS' FOK APPROVAL 'BY THE ..... . . : 34. CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE AND/OR SWALES FROM SEDIMENTATION DURING .
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� __. . .. I N Ad,TOR'S RESPON' SIBILI'TY TO"PROCLSS THE:,1.!AS-'BUILT fR , - - . NG NECESSARY SEDIMENT CONTROL
11 . . . , . '.. I . . . . . . -pw AND OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM "THIN THE LIMITS OF
.
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_.�._ . . '. .4- -BUILT, ' PROVI'DLDv,._,,T0 THE.,-`C(TY- 14 HARP7COPY AND DIGITAL I 5�.-,- -ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF
. - I .1 '..1� � CITY. AS-7' DRAWINGS.-M.UST"k ' ' -'' , 1
1�1; I . ,� '1� I .. . j ":", , .: -�'; , . ... �� ..... . ! - I .. BARRIERS.
. .. .1
11 , ,�� ' ", " FORMAT,�,IN, AUTOCAD 14: OR. '" -1- ' "' - �.�', . . . . ... .
,.",,, I :,I -,,,�,:.I'' - HIGHER' ` � ";.''J.": X,��.;�- - .. . .� SHALL BE SO MARKED. THIS PROJECT. .
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.. , .. . . . . .11. i . .,. . �. ,; . _1 ,.;, , �� -i."!-:T_",' , % . . .1 1 16. . WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE
. ` ' ' T
. . - RDINATE THEIR..CONSTRUCTION NTH ALL OTHER CONTRACTORS. .
. '113.1 -,THE CONTRACTOR SHALL COO . UNTIL FINISHED WORK IS COMPLETE. CONTRACTOR SHALL SEED ALL AREAS AND MAINTAIN EROSION
. .. .IN THE EVENT OF. ANY. CONFLICT. WHATSOEVER "IHE .;CONTRACTORSHALL NOTIFY THE ENGINEER .
. I , . I I . .. ' .$,- .. . .. . . . .. . CONTROL BARRIERS IN PLACE TO PREVENT EROSION,
. . I G W ' TIM- . ' -
I AND OWNER `PRIOR TO PROCEEDIN T.H,:CONSTRUc I - I . TION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM
. . . 1. I. . ..,e I
. . ." I I ,�� . 'I' ll ,� 7- .- ,. 17. HORIZONTAL, SEPARA SILTATION AND AND INCREASE RUNOFF.
I .
. . .. I � . " '. � .11, .. .. .� , .' j.�., .1 I : I .. . SEWER ,.SHAL I L BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS.
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I . 14. ALL ,CLEARINd AND GRUBBING.'REQUIRED-''i700,`:,ALU.�ROADWAY,-,UTrILITIES, .DITCHES, AND, BERMS I - . I 1 .
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. .. � . . . 1 , kiNd.'AN,D�,' GRUBBIN ' 1. � . . I
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� . .1 INCLW�DIN THIS PROjECT:.AND THE CLEA , ,,- _. I G OF ALL RIGHT-OF-wAy OR . . 18. MERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET
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. . � I ' HALL BE CONSI F�.JHE`PROJECT. . . .
, .. _... TION, FULL-UNCUT
.. . 1 - - . .
- . . 1. . I . .� ,1. . - ' ' , . HOR12ONTAL SEPARA - LENGTHS OF WATER QUALITY PIPE (I.E. DR 18 AWWA
.
. 1. 1. . ...., �� .. , �_ .. .
I 1� . . . 7 ; ... � I - .
. . ' ' ' ' I' ' C-900 .FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER) WILL BE USED WITH THE
11 5.'- ALL AREAS-SHOWN TO BE.-'FILLED SHALL BE -CLEARED AND GRUBBED 'IN ACCORDANCE WITH '
. . I - '" ' ; I . . I . . I .JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF
� I . . .. CITY 8-tANDARDSIAND SHALL, BE FILLED' 'WITH.,,CLEAN .STRUCTURAL FILL COMPACTED AND .OR 'IN A SEPARATE TRENCH NTH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES.
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I '. . . I . ,N,T' � ' " A ' . NVESTIGATIO�i REPORT. � . . . . .
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1 .. . . 1, TESTED IN ,ACCORDANCE H THE GEOTECHNIC L.,I , _ , . MAINS LOCATED ABOVE THE SEWER AND NTH 10 FEET
. I 1 7 . I- . -,�!, ,'T, , 2. . . ,_ . . .. . . . IT IS PREFERABLE TO HAVE THE WATER ,
I . . . - I I .. � � , �i,,,, _ '. . .'', . - . - �, . - . .
. . . I - _ .". .; - SEPARATION WHERE POSSIBLE.
. e - . I . . .. . -, ". 1,�.t��- .. OF .
... '16. CONTRACTOR -IS RESPONSIBLE FOR PROTECTION 0 �, ALL,SURVEY' .AND PROPERTY,.MONUMENTS. -
. - I . . . I., -1. I .
: .
1, . I . IF A mbNUME.NT ,IS DISTURBED, THE CONTRACTOR"SHALL CONTRACT NTH THE SURVEYOR OF . "I
I . . . . ; .1, ,�. . 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS NTH I
I I . . I RECORD FOR, REINSTALLA11ON OF THE MONUMENT.:,,,-,.i'.`�11 '�_' I .
. .. ,
11 . .. . - . . � ",
. , m ;
. I - . , . . 17 _.; - . .- _. w -18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY
- - . . __ 7 A MINIMUM OF
. . 1 . ... - 4. .,�,� � I . I .
M � ,
1 17. .A.LL DEBRIS RESULTING. FROM ALL ACTIVITIES .sHALL:-B..E I..DISPOSED OF OFF-SITE BY PIPE (I.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER)
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I . I . i I . 1 . .. - .11 _. . : WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE
I ..I . . �
. CONTRACTOR, . , . 1: . .�. �._ .,r!�.', .
. � 11 .. � _ :
- . . I " , , �� . . ,CONTRAdTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL
.. ...i . .�' '.lmj :1 ;
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18. ALL EXCESS SUITABLE AND� UNSUITABLE MATERIAL SH,ALL BE REMOVED 'FROM THE SITE BY THE ..;I SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT
.
.1 . . ... - . . POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO
DIRECTED OTHERWISE..BY:ENGINEER OR OWVNER.
. ,. , . .- 1� ..
.1 . I ... . -1 I . .. : . ' .6 .. HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION.
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19. ALL EXISTING TREES TO REMAIN SHALL-BE PRESERVED .,'A. ND PROTECTED. 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE I
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I I— -1
I . I .
I ' . , . POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF
, . 20. BURNING, OF.TREES, BRUSH AND OTHER MATERIAL 'SHALL BE APPROVED, PERMITTED AND CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS.
. .. .'f i: . .
COORDINATED NTH CITY;, FIRE MARSHAL. '. '. . .
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I I , . . � . 21. IN THE CASE WERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED I
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21. ROADWAY UNDERDRAINS,:-SHALL BE AS REQUIRED ON, THE PLANS OR AS MAY BE DETERMINED RITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH
. . I
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., .. EOTECHNICAL ENGINEER. DURING CONSTRU(CTION. THE CONTRACTOR SHALL DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL
. NOTIFYTHE ENGINEER IF,, HIGH GROUN6.;.WATER tONDITIONS ARE' PRESENT DURING THE SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST
. . � 11 .
.1 PREPARATION .OF THE ROADWAY SUB-BASE?,-; . . I.. DISCOVERED SOLVENT.
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22. PROVIDE CONTRACTION JOINTS AT 10' O.C. AND EXPANSION JORNTS AT 50' O.C. ON ALL .
� 1 . _
EXTERIOR ,SIDEWALKS AND CURBING. ,. I , 1 CONTACT / TELEPHONE #
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23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDAIiRD INDEX 600, LATEST EDITION. WATER SERVICE CITY OF ATLAN11C BEACH PUBLIC WORKS -5834
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24. ALL SIGNING AND PAVEMENT MARKINGS�,SHALL BE IN ACCORDAN4CE NTH F.D.O.T. STANDARD' SEWER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS
1 � - ..
INDEXES 11860, 17346, AND 17352. ,... . ... :- . .
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. .. ... , , .1 '.. 1.I .'. L��, __ . . ELECTRIC SERVICE JEA CARL ZEHLER / 665-6071
1 1
25. ALL EXISTING PAVEMEN.f;MARKINGS THAT.7dONFLIdT, WITH THE PROPOSED ROADWAY/SITE
DEVELOPMENT SHALL BE REMOVED BY fHL,,CONTRAC'TO'R UTILIZING THE,, HYDRO-BLASTING METHOD. TELEPHONE BELL SOUTH RICK MULL / 519-2543
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Designed . . Relecjs6d',For ,Cons"truc'M in_a �,�,, _,�;`,"', 1'-,�-. . _.. A Projecf No.: Drawing
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I . . . . . . Checked -; .. I . . This.Drawing is.the pr4�rt� �f`danii�fly & .Wicker Inc. 171i South 5th Street . . . I zl_� Scale :
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� Is n6t.to be d i ' th,ir.,,pro�Ft qq4 ; -1126 � RICHARD Date :
.. " . , 1'��' _: (9.104) 149-�-7995 � Fa'x: (904) '241 BEACHES HABITAT
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SEWER OR
SANITARY SEWER NOTE- FOR DOUBLE WYE, USE NECESSARY FITTINGS CONSTRUCT NONPOTABLE
MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. STANDARD 5.0' WATER MAIN
WATER MAIN
CLEAN-OUT MIN.
—30 deg. IF + 9
L.R. BEND z HANICALLY
�i RESTRAINED
WATER MAIN
JOINTS
UNDISTURBED
EARTH SEWER MAIN
NOTES: lot 10'-
1. WHERE A 10 FOOT PARALLEL SEPARA11ON CANNOT BE MAINTAINED BETWEEN A
6" SERVICE WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN, THEN THE WATER
F
PIPE MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE
r45 deg WATER MAIN, THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON
WYE UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 10 FEET IS OBTAINED.
2. MERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED
BETWEEN A WATERNAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN
THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAIN
NTH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE SEWER OR
NONPOTABLE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED
ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF
DUCTILE IRON PIPE NTH MECHANICALLY RESTRAINED JOINTS.
SEWER �EPARAMN.. -DEIAIL
N.T.S.
PLANS -SANIIARY SERALL-LONEQUO-5-
N.T.S.
INSTALL CLEANOUT, SEE DETAILL
EXIST. AND FINISH GRADE R/W LINE
SIDEWALK
CLEANOUT FRAME AND COVER,
SANITARY SEWER PVC FITTINGS, SCREW CAP
17T
SERVICE WYE — DITCH 6" SERVICE PIPE 2'X2'X3" CONCRETE PAD
DITCH W�RISER BANK AROUND CAP.
BANK
AS NECESS RY
1 .0 % MIN. SLOPE LL
PVC PIPE AND FITTINGS
CL
BACKFILL AS SPECIFIED
E 1�
RY
0 LL
El Ms
It Z
STANDARD SEWER
SEE TRENCH DETAILS FOR BEDDING STANDARD PVC SEWER BEND
AND COMPACTION STOPPER OR WYE, 6*X6" nNNWE10ESS)&Xy'STrWS
hRVICE
CONNECTION LIJ ITH GS
NOTES: TO EXIST. LATERAL _J
1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS
2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. UNDISTURBED SOIL
3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED,
TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. SEME CLEAN.O.U.j DETA
N.T.S.
SEUON-5ANIIARY SERML CONEQ1105.
N.T.S.
Bc 18' MA)L
Bc 120 MIN. CAREFULLY
SHEETING—\ COMPACTED
BACKFILL
zf
12m
1J4 Bc
MIN.
STREET STREET TOP OF PAVEMEMT 7"`���COMPACTED GRANULAR
VARIABLE TO BE DETERMINED AVG. GRI). SURFACE MATERIAL
BY ENGINEER IN FIELD HALF SECTION HALF SECTION
TOP OF PAVEMENT SHEETED TRENCH UNSHEETED TRENCH
F AVG. GIRD. SURFACE TYPE 11
A 'kY1711 VARIES V6 --FOR COVER OVER EXIST. COMPACTED GRANULAR BEDDING
VARIES PIPE 3' OR LESS BC + 18* MAX
EXIST. PIPE BC Bc + 12 MIN.
--FOR COVER OVER EXIST. /–SAND CUSHION CAREFULLY
6* PVC 13END PIPE EXCEEDING 3' 3* MIN. COMPACTED
SHORT RADIUS MIN. SLOPE + BACKFILL
1/4- PER FT.
MIN
�4g xy/,4
_vm rnvrR nV17r
S PE 1/4'
LO
AND CUSHION
VARIABLE–TO BE DETERMINED SUITABLE UNDISTRURBED SOIL
'T P, BY ENGINEER IN–FIELD
. fEI�ST. PIPE
...... \—MIN. SLOPE 1/4" PER FOOT 12"
...........
SAND CUSHION 3' MIN.
6* PVC PIPE 6m P.V.C. PIPE SHEETING 'SHAPED BOTTOM
0.5 Bc
ALTERNATE GRADIENT FOR 6 INCH LATERAL ALTERNATE GRADIENT FOR 6 IINCH LATERAL HALF SECTION HALF SECTION
SEWERS AT CONFLICTS WITH EXISTING UTILITIES SEWERS AT CONFLICTS WITH EXISTING UTILITIES SHEETED TRENCH UNSHEETED TRENCH
TYPE I
Q" P SHAPED BOTTOM WITAMPED BACKFILL
6" EYQ BUILDING VC BUILDING, BEDDING--.DETAILS (CLASS B),
N.T.S.
QQNNEC11ON (OVER CONFLICII CONNEC'nON (Q' NUEE QQNE IQI)-
N.T.S. N.T.S.
Project No.: Drawing
Designed Released For Construction
CEK rA conneuy & Wicker Inc. CORNELL ONE 0301__�09
Drawn BTP By Consulting Engineers
C,hecked Ibis Drawing Is the property of Connelly VAc..ker Inc. 17111 South 5th Street PREPARED FOR SEWER DETAILS Scale
CEK and Is not to be reproduced or copled in whole or in Jacksonville Beach, Florida 32250 AS NOTED
0.C' part. It Is not to be used on ony other project and (904) 249-7995 Fax: (904) 241-1126 BEACHES HA131TAT RICHARD C. WELCH. P.E. Date
Is to be returned on requemL A
BEK C.A_ No.: 3650 P.E. 040279 Sheet 7 of 8
t lNo.1 Date Revision -ABY, JAN. 2003
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=C= UNDERDRAIN ACCESS 14-1/4%19-1 2"x12" SCREW TYPE PLUG SOLID SOD
DEEP, PLASTIC WATER METER BOX V TH LEANOUT ADAPTER 21' (SWMF #2
SOLID COVER. CLEARANCE 1" MIN.— 3" MAX. SEE PLANS 22' (SWMF 4111 SEE PLANS
I III , ''I . W/C (VARIES) (VARIES) IT
CAST IRON H-20 RATED GRATE OP EL. SEE PLAN
FOR DETAILS SEE PAGE 4B
—6 COUPLING POND BOTTOM
z — 5r. EL. 8.0 (SWMF #2)
13.50" 1—1 *7
*(',I) ADAPTORS CAN BE 6" NON—PERFORATED 9.5 (SWMF #1)
INLET AND OUTLET MOUNTED ON ANY ANGLE 5.0,
ADAPTORS AVAILABLE 0- TO 359'. TO DETERMINE MINIMUM PIPE
4" THRU 12" ANGLE BETWEEN ADAPTORS SEE I — I I- EXCAVATE TRENCH AND
SWEET #6 C= SOIL
VARIOUS TYPES OF OUTLETS C�
NTH WATERTIGHT ADAPTORS 12" UNDISTURBED SOIL
0,
VIA
FOR: zol *0 C= C= —6* END CAP
Ci
SDR-35 SEWER 6-- 14, 6' HDPE PERFORATED PIPE TYPICAL UNDERDRAIN
CORRUGATED POLYETHYLENE 60 DIA. PERF. PIPE
SCHEDULE 40 DWV 7- WRAPPED IN FILTER SOCK WRAPPED IN FILTER SOCK SECTION
—] I 1=1 I-FE1 I 1HE1 I 1—=. FF _.KI=
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DRAINAREA — 62.7 SO. INCH MIQAL P012 AND !JNDERDRAIN SEC110N
-C-4 6m TEE—WYE COUPLING N.T.S.
—82 SPECIFICATIONS.
NOTE. ALL PIPE AND FITTINGS TO MEET ASTM F758
> LHINGED GRATE COVER 300' MAXIMUM DISTANCE BETWEEN CLEANOUTS
0
FOR EASY ACCESS
UNDEEDBAIN , CLEANOUI UL161L
*'(2) MAXIMUM CZ0
0 N.T,S.
RECOMMENDED
OVERALL HEIGHT 10'
12" DRAIN �'.BASIN 12" CAST IRON GRATE -3.00% 3.00%-
N.T.S. N.T.S.' EXIST.
1/8" TO 1/4* 2 1/2" MIN. GRADE
EXIST. PAVEMENT—) __.TYPE 11 ASPHALT CONIC. (COMPACTED) 1-1/2- ASPHALT TYPE S-1
7" \W"\\\ �Mss�= (F.D.O.T. STD. SPEC. 331)
0 19 P '9 'P P
6m bt 10 PRIME COAT (F.D.O.T. STD. SPEC, 300)
LIMEROCK BASE 0 '0 P P 10 10 14 8' MIN.
'9 200 OR 204 & 911)
(LBR 75) 100% 6" LIMEROCK BASE (F.D.O.T. STD. SPEC.
MAX DENSITY A)-
AASHTO T-180
7k, ...-i .. 12" MIN. —1 12" MIN. SUBGRADE.(LBR40) (COMPACTED TO
110 12
98% MAX. DENSITY—AASHTO T-180)
COMPACTED BACKFILL
A In
k 98% MAX. DENSITY PER IN CITY RIGHT—OF—WAY BASE MATERIAL SHALL BE 8' LIMEROCK BASE.
0 AASHTO T-180
500 A.' TOP OF BEDDING
1#-6* D2lQAL PAVEMENT SEQ110-1
12" N.T,S,
6" WHEN PVM'T. SLOPESi
AWAY FROM CURB
CONDUIT OR PIPE
NOTE: MEN USED ON HIGH SIDE OF ROADWAY, THE
CROSS SLOPE OF THE GUTTER SHALL MATCH
THE CROSS SLOPE OF THE ADJACENT PAVEMENT.
12*[— 2
AIN. EIN.
Qla 5ILIDARD NOTE:
METHOD AND MATERIALS OF REPAIR SUBJECT TO
URB AND GUTTE13 12EIAIL CITY OF JACKSONVILLE CONSTRUCTION REQUIREMENTS
N.T.S. NOTES FOR NEW PAVEMENT TYPE 11 ASPHALT.
1. FOUND6TION, WERE THE TRENCH BOTTOM IS EANDARI-PAVEMENT REPAIR
_ DMIL
UNSTABLE, THE CONTRACTOR SHALL EXCAVATE N.T.S.
TO A DEPTH REQUIRED BY THE ENGINEER AND
REPLACE WITH A FOUNDATION OF CLASS I OR II
MATERIAL AS DEFINED IN ASTM D2321, OSTANDARD
PRACTICE FOR INSTALLATION OF THERMOPLASTIC
PIPE FOR SEWERS AND OTHER GRAVITY—FLOW
GROUND SURFACE2, APPLICATIONS.* LATEST EDITION; AS AN ALTERNATIVE
AND AT THE DISCRETION OF THE ENGINEER, THE
TRENCH BOTTOM MAY BE STABILIZED USING A
WOVEN GEOTEX71LE FABRIC.
2. BEDDINQ SUITABLE MATERIAL SHALL BE CLASS 1,
11 OR III AND INSTALLED AS REQUIRED IN ASTM FILTER FABRIC---,,., CURB & GUTTER—\
FINAL BACKFIILL D2321. LATEST EDITION.
UNDISTURBED UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, POST DRIVEN INTO
EARTH MINIMUM BEDDING THICKNESS SHALL BE 4' (100mm) GROUND 18* MIN. 'ell
FOR 4*-24" (100-600mm) AND 42*-48*(1050-1200mm) iD
CORRUGATED POLYETHYLENE PIPE (CPEP); 6* (150mm) A 17
FOR 30*-36" (750-900mm) CPEP. i , I a 11.1. .- " . -
GRADE - .. -1 .
-4
%N FLOW
4, '' . " -
3. HAUNCHINQ ANQ INIIIAL BACKFILL SUITABLE MATERIAL
A
SHALL BE CLASS 1, 11 OR III AND INSTALLED AS
HDPE PIPE INITIAL BACKFILL, REQUIRED IN ASTM D2321, LATEST EDITION. A4' FL.U_ME.30 MAT H.
6�-12" 150-300mm) q "
DMOP CURB CITY STD. P-9 b -0
ABOVE 40P OF PIPE. A G9.TTR4...RAQE
4. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, (SIINGLE POUR) A
.4.
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4:'
4
+ 4- A
HAUNCHING, ITO NOMINAL 0 MIN, RECOMMEN"D A A'
S 4r=
PRINGLINE OF PIPE in (mm) TRENCH WIDTH, In (mo3l
4 2 30) ELAN
BEDDING MAITERIAL 00 ' (5 80
6 �150 23 5 SECTION RIP—RAP STONES 'CIO R=1'
8 200 25 1130 SEALANT N
10 2' 28 710 ENVIROFENCE 10OX WITH SED. FILTER EXIST. PAV T. DRIVEWAY (5-10 LBS) PLA
FOUN 12 300 31 790 FABRIC, NETTING & FENCE 1.5,
15 371 34 860 . .4
.4
-4
18 450 39 9901. 11 2" EXPANSION JOINT
f—MIN. TRENCH WIDTH--- i Z'
24 600 4 4
a '220
30 750 66 1680 1 -A
36 900 78 1980 '91 10' VARIES
42 050 83 2110 RIP—RAP
TYPIQAL TRENQU QE055-5EQI1QN 48 �11 200� 89 .226011
N.T.S. 60 1500 102 (2590) 2ECTIQN A—A —6- PAVEMENT
5. MINIMUM COYER MINIMUM RECOMMENDED DEPTHS OF
C. COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE
C7 SUMMARIZED IN THE FOLLOWING TABLE. UNLESS POND 3" R
4
OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM A BOTTOM
80 A
THE TOP OF PIPE TO THE GROUND SURFACE. 4* CONCRETE
KIE IQ THE-ENONEER: WHEN THIS DETAIL IS TO BE INCORPORATED, 10L -4 A "k A.' : 4* v 1100
SURFACE LIVE MINIMUM-RECQMMENDED A - A SLOPE TO MATCH SLOPE
INTO CONTRACT DOCUMENTS, PLEASE REFERENCE SECTION X-2. 1,III,A A'40
LOAQING CONDITION COVER. In (Imm) IF I OF SWALE OR BASIN
41
A. A'
"RECOMMENDATIONS FOR INCORPORATION INTO CONTRACT DOCUMENTSm OF- A
ASTM SPECIFICATION D2321, oSTANDARD PRACTICE FOR UNDERGROUNDI H25 �FLEXIBLE PAVEMENT) 12 (300)* FILTER CLOTH (3:1 Max.)
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY— H25 RIGID PAVEMENT) 12 (300) 4mx4* TRENCH UNDER STONES
FLOW APPLICATIONS* SO THAT APPROPRIATE MODIFICATIONS CAN BE MADE E80 RAILWAY 24 (610) SAWCUT AT TANGENT—J
TO ACCOMMODATE SITE SPECIFIC NEEDS. HEAVY CONSTRUCTION 48 (1220)
SEC110N
*TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION ELEVATION ENLASQED DETAIL
]BENCH IN_ST6LLA11QN QE161L SILT, FENCE DEMIL, TYPICAl. YALLEY GUIMIR DETAIL CONMETE—FLUME DETAI
N.T.s. N.T.S. N.T.S, N.T.S.
Designed Released For Construction Project No.: Drawing
CEK Connelly & Wicker Inc. CORNELL ONE 0301-09
Drawn
BTP By Consulting Engineers
-1j)
Checked PREPARED FOR PAVING AND DRAINAGE DETAILS
This Drawing is the property of Connelly Wicker Inc. 1711 South 5th Street Scale
CEK and Is not to be reproduced or copied In whole or In Jacksonville Beach, Florida 32250 AS NOTED
O.C. Port. It Is not to be used on any other project and (904) 249-7995 Fax: (904) 241-1126 BEACHES HABITAT RICHARD C. WELCH, P.E. Date
BEK Is to be returned on request. C.A. No.: 3650 P.E. J0279 Sheet of
No. Dalte Revision By JAN. 2003
y
OS Cp� LAJ
o
——--------
N,7
SIORM M.H.
ATLANTIC BEACH VILLA UNIT No. 2 NOTE #1:
50' DRAINAGE EASEMENT
UNIOBSTRUCTED)
LOT 6 q-
LOT 7 LOT 8
LOT 9
LOT 10
0'2 DRAINAGE
EASEMENT
........ (UNOBSTRUCTED)
SIT 1/2- IRON
S 68'43'33" E 75.00'
P13E, CAP L93872
_�FIELC) S68*43'49"EFENcE75.00' S68-41 6 ps �5.00' (FIELD)
__LIELD '164 OA FENCE
.06 S6�1*45 0
W3' LIVE OAK 17' TWIN TER OAK _EX Z4 -_(FIE
:IZON11._PifE 6 HATER 0- L
ST M.H. 14 . ��I I' SCRUB OAK
3' PALM 16' PINE�_ 1��6' WATER OAK 17 TWIN TREE 021' PIN: 1/2' IRON
1 7
TOP 1 .7
STORM M H. CAP LB3672
9 PINE 1� NAN -4.29 .p
6' SCRU
12" NATER )AK EAN 4.34 DAK
TOP-t455
-426
a, PINE WANV 12 P114E
S,INV-L�32
0013' PINE 14' 1 12' PIN'
4 16' PINE
10.
PINE
_W5' LJ1/F OAK 1��8' U8 0,
45 DRA GE
010, PINE -I---T-15' DRAINAGE EASEMENT
Ld
LL_ SCRUB
EASEI T 10* S(RU13 OAK
(UNOBSTRU TED SWMF 2
0
NOTE I TIM U0 ON
SWMF #1 11\SR
SCP'lu OAK
12' P,LM 'C b
0. C 8
0
w
C 0-12- SCRUB OAk
ir
C 1: 0
r- 1 1��13* WATER OAK 0 0 WAfE. OAK
Q _C�22- TWIN SCRUB OAK
WATER
0 WATER OAK PINE
0 0 :3
1.0 -i 1 7' SCRUB OAK
9* PINE
Lo
7" SCRUP 0
T �tUti OAI�
C', 0 AK L6.LSC
z -(;"6* SCRUE3 OAK
CRUE1
112'
E 0. o7' SCRUB OAK
_aATER 1<2 1 13-7W7-5mia owK--
PIN 7' SC UR OAK
'�8- WATER OAK 10" PINE t�7' SCRUB OAKa 015- SCRUB OAK
12* PALM C.0. S' SCRUB OAK
2.70' SCRUB OAK 9' SCRUB OAK
18' PINE 21* WAWR GAO� '6' -CRUB Olk
FOUND 1/2' IRO LM -0 10' PINE w 1��3* SCRUB OAK
PIPE, NO CAP -\6, W JER OAK �j 7' VOA TER OAK
— F..K 123.91'
C.0. N - L-.-
a _T0011 SET 1/2- IRON
68*49'57�' 75.00' (FILD) C.O. :44,' "W 75.00' (FIELD) N68'A1'1.5"W .83' (FIELD) W N68-45'oo"w 76 - PINE PIPE, CAP L83672
UTIL Y 7.86' (FIELD) ?�7
X
W,M.— -10, 25.P 7'
T 8A OF LET /
71 CUA10N EASEME T (FIELD))
- TO .76 ho CA
--WNV-4 47 ILL
66";CV5TE 7NF
S.INV-4:49 CD 0 10' PINE
WATER METERI (3) WATER METERS Q_ , 10' WATER OAK
0,30'R
w/ E30X & COVER 0 C14
w/ BOX & COVER C14
CL S69'1 3'37"E V)
04
C 0 R N E L L L A N E 94.83'
50' RIGHT OF WAY �7' b4
DROP INLET"',
FDOF PAVEMENt TOP=10.23
EX. 12' SAN N.INV=4.79 t'� 7" CHERRY b" LIVE OAK.
S.INV-5.18 TWIN 7- LIVE OAK`�� TRIPLE 12- LIVE 0 7- �'iNE
EX. SANITARY M.H. T6P BACK OF 6LT�B Ll w PINE
RIM - 11,6D E5.�12' SAN EX. ff�SAN zz=�==A ::_�_ =7=� -��9- PINE - PIN 9 PINE
INV. 12' SE'- 0.65 I—N 6 E TRIFIL;- Il- UVj_ OAK.
INV. 8' S = 4.32 5" PAJ.m PINE
CX��12SAN ��d' PINE
INV. 12* SW = 0.68 cc
001 INV. 12* NW - 0168 EX. SANITARY M.H. J'� 13' PINE'
CONCRErE WALK "1 6' P�NE PINF
PMN tO' SCRUB OAK 1 7' PINE
7" PINE:
AT APPROX. LOCATION OF 8' pItIF
EXIST. SANITARY SEWER
CONCRETE WALK, BENCHMARK; _0
rq
H ��8" P!NF,
SET NAIL & DISK, L.B. 3672
IN SIDEWALK V
ELEV. 11.11 (NGVD) 9" PiNE
BUILDING
/-RIM 11.60
12
IF
_J
-XISTING GRADE
F
10
PROP SED GRADE
LEGEND
—EX. 18' CONC. PIPE
------ - - - - - - - - - - - EXISTING STORM SEWER
8
EXISTING 12" SAN. IS APPROXIMATE —EX. SAN— EXISTING SANITARY SEWER
LOCATION AND DEPTH. CONTRACTOR
TO FIELD VERIFY BEFORE CONSTRUCTION. A —EX. W.M.— EXISTING WATER MAIN
EX. 15" PIPE
6 EXISTING CONTOUR
V EXISTING SPOT ELEVATION
S INV. 4.32
a 8- PINF� EXISTING TREES
4 w NEW WATER SERVICE
NEW
S 6" PVC SANITARY SERVICE
zlml
Lr)
�SW,INV. O�68
mL 2
EX. 12" tq
\\-INV. 2.20 (APPROX.)
SE I N V. 0.6�.
0
\_NW INV.�= 0.158
Designed Project No.: Drowing
Released For Constru6tion
6EK Connelly & Wicker Inc. -09
CORNELL ONE 0301
Drawn
Consulting Engineers
BTP
PREPARED FOR SITE GEOMETRY AND UTILITY PLAN
Checked 17111 SoUth 5th Street Scale
This D,rowin-g.Is the property of ldonnell�.'& Wicker I 4L
ICEK an,d 19'.not,to.be`� reproduc od o.r-c-opled.In *h I o1a or in-, Jdclkson,ville Beach, Florida 32250 119 20'
pert:lt 1s.n.ot td be us;e4pn,any other pro -249-7995 Fax: (904) 241-1126 BEACHES HABITAT
O.C. 9.0 RICHARD C. WELCH P E Date
BEK
is i be returned on requesL` . _ 3650 P.E. 140279
C.A.- No.` No. Date Revision By JAN. 2003 Sheet 4 of
R OAK
ST
To
N
T`WIN 'IA',
P
N
7
2 H
9
JNAl11,T, 1'N 34
IhI A
45 DR .,
EASE1 Ef
U N OBS T
0
CIAX
TER
'RUB
r PINE PIF
72
PROPOSED GRADE
rA
r
C�
J
A,
STORM SEWER .'STRUCWRE TABLE STORM M.H,
STR. TYPE TOP INVERTS REMARKS ATLANTIC BEACH VILLA UNIT No. 2 NOTE #11:
No. ELEV. CORE HOLE IN EXIST. STR. 50' DRAINAGE EASEMENT
12" HDPE INV. -_ 5 30 1W
1 12" NYLOPLAST 10.90 (N) 12" 5.40 T 6 q- CORE HOLE IN EXIST. STIR. (UNOBSTRUCTED)
LO LOT 7 12" HDPE INV. 4.60 LOT 8
DRAIN BASIN (S) 6" 6.50 13 L.F. - 12" HDPE LOT 9 LOT 10
2 12" NYLOPLAST 9.80 (W) 12" 4.90 PIPE 0 0.77% 20' DRAINAGE 122 L.F. 12" HDPE .PIPE @ 0.25%
DRAIN BASIN (S) 6' 5.00 10 L.F. - 6" PERF EASEMENT
HDPE PIPE 0 0.40% IBDY-P (UNOBSTRUCTED) 9 L.F. - 6" PERF.
Pff. CAP LB3672 S _""'�.00' 0# QV0 S6"1' f)" 10 lvn
SI T 1/2" IRON 68#48'33" E G HDPE PIPE @ 0.45%
.0 LIELDL,, 5.0 FIELD) 4-
_0A N!IE J 4
n c
STOF M M 13-PALM -r,
!6' PIN
Ar TOP 31.77 W�TER OA 1 1 IRON
SIEPE. CAP L83672
S
PINE N.IN '64 29 RU OAK
4,'34 STORM M.H. ST.S
12" WArER -rop-;q455 I I ',, �A E)
W, V-4,26
r PII* 12' PIhE
N, S.1 11 � - P_ 1%
P11
PERF,012' PERF.
1.5' PINE 14' 11' PINE 46 L.F. 6" (CRUB OA; x 9. 46 L.F.
a. DPE PIPE 0 0.45 8 OAKHDPE PIP 00.45%
?�110' PINE -* 7' P a' SCRUU OAK
PINF, Cq 15' DRAIN SEMENT 21' 1 A87"�- Su o
8' - RUB
X 17" PINIT $5' DR GE
, W
i iD ��25* LIVE OAK 9' PINE X, 1X8, SCRUB OAK
LL. A PINE 10* SCR i _)Ak 10" SCRUS OAK
EASEM 64 L.F, - 6 ERF.
T PO-A2 SCRUt
13- Pit 10* U9 OAK
NOBSTRU TEE HDPE PIPE @ 0. 6% SWMF 02 -6 OAK
CN = 89 ",��CCIRUQ OAK
Nil -0.38 Ac, X13' PINE NOTE #1
17 SCRUB OAK TWN S, WO
0 PO-Al SWMIF #1 T1 1 _/ x
9- SCRNqU 0A SCRUB OAK
4- 1 _X2" SC UB 0
6 CN = 84 'C 0 0
0. C 8 0
04.1 W 01 k� It I
0.33 Ac C ir 8 _X 1:1 CRUB OAK
�J B FFE=1 2.50 P IE I' I tNE )14 SCF?UB C) K
C 10AK. NN, X - WA 't)AK
12" AlEt CAK /0 SCRUB K
FFE=12.3
20' WA R C �Xx c) FFE=1 2.50
1 1.0..31 1 K WA 11
WA TER OA,' Li IF 0 8, PINE Pt 022" TWI\ SCRUB OA NA 11
160 0 Z:) 19' PINE FFE=12.50 ��7' SCRUB OAK
6 INV. 5.25J, IS' PWIE
ffi VU�RUB OAK 'R09 OAK 7" 30Ruti 0
X 12- 1 1 ' SCRU OAK IK
oil 10'X10' RIP-RA _49
z 2 z - 6, SC: IJB OAK
Pit E Z) ROCK RUBBI 0 5
�K
64 L.F. 6" PERF. X m
R CA 1XIN15- SCRUB OAK INSTALL ROOFUR
HDPE PIPE 0 0.40% 25 112* PINE WATF7R ;!�7" RUB OAK TO ROUTE RUNO_kI N S
C.0. 1 A� 'NINV. 5.25
8' SCIR 13 10 SVrL-#2
C.O. rrR 2.q11_1Pfi,I NEW CONC RE-TE--FLUME A
10" P;NC /
-SECDEIAIL, SHT. 5) ',,,q7- SCRUB O.Ak SCRUB OAK
2" PALM 6' SCRI B OAK
INV 7 6.80-j �0.5!5 \
z!U; OAK 8" SCRUB OAK-tl�
16' S R U El X9 CRU OAK FV
X /
FOUND 112' IRO p,�1 1.4 PINF I`)fK0 SQRUB_0' K 8' U13 OAK Q' 'CRUO OAK
AA.5 & 1c:L 8'
PIPE. NO C 6_/SCRUB� OA 6' SCRUB K
1P I
�FIULD) -��J - - - - - I- . I
1% 9'57"W 5,00, 17 1. /NV C),
7 '41'1 .83 ��IELGI�� N6,8*45100" SET 1/2' IRON
1 00' (FIELD) - - N68 51'W
V7.86' (FIEL 7' PINE PIPE, CAP LB3672
4 "10' UTILI-T-Y--- 45*00"W
-Ek W,M.V 25�.l
71
CUR ET
TOP 0.76 EASEMENT
(FIIELD)
KINV-4.47
-0-A3 S.INV-4.49 /4X a PINE 7" PINE 10- PINE WAIER OAK
(4) /S aw PINE
III Q. ' PINE
CN 91
X
- ----- - X, INV. m- 9" PINE IBDY-POBI
1 7"' Pm
A�
C N E L L L A N E 9,:�
N PO-B Q),
64C 50' RIGHT OF WAY 11 C.), ")
DROP INLET-�-, QO'
----------- In TOP=10.23 CN = 7
(:) " - 7�� -1 CHERRY
N 1A IN V-4.79 V, 0.24 6' LIVE OAK
EX. 12' SAN /4�1
EX, SA I RY M-H. 12-SAN c� A CuRB QS LIVE 0 TRJP��,-5. LIVE OAK 7- PINE
RIM - 11.60 QL8 PIN 9' PfNE'!��
rn 6 PIN TRIPLE 11' LIVE OAK
INV, 12' SE - 0,65 qll? -
1EX. 12�SAN
PALM
INV. 8" S = 4.32 1'5
NV. 12" SW = 0.68 -1 2-SAN PiNE 8' PINE
NV. 12" NW - 0.68
EX. SANITARY M.H.
VlAo< IWIN 10" 6' PINE
67 S��[?Wvotie,�� 7" P� _�7* PINE 6- PINE 1�� Q-Io- PitiE
1�// X-), slimmomo� mmiii V- mmmmmq� - P Lt 4_E
BENCHMARK; ONTRACTOR TO
CONCRETE WALK-
SET NAIL & DISK, L.B. 3672 Q,5i` PINL
TRANSITION NEW
IN SIDEWALK 0 CURB TO MATCH
ELEV. 11.11 (NGVD)
EXISTIN-G-CU.RB 9' PINE
Q)
A-,
EXISTING CURB AND GUTTER
TO BE REMOVED AND NEW
VALLEY GUTTER MATCHING
EXISTING GUTTER SLOPE A-
TO BE CONSTRUCTED
LEGEND
-EX. 18' CONC. PIPE jk
- - - - - - - - - - - EXISTING STORM SEWER
-EX. SAN- EXISTING SANITARY SEWER
- - -EX. W.M.- EXISTING WATER MAIN
EXISTING CONTOUR
EXIS-ONG SPOT ELEVATION
1L� a- PIN-- EXISTING TREE
NEW SPOT ELEVATION
9 NEW CONTOUR
8' PINE EXISTING TREE TO BE REMOVED
1-1 D NEW UNDEREIRAIN
ST.S. NEW STORM SEWER
0- SILT FENCE
DRAINAGE DIVIDE
PO-A2 BASIN NAME
CN = 79 CURVE NUMBER
0.44 Ac. DRAINAGE AREA
BDY-P BOUNDARY NAME
Designed Released For Construction Project NO.: Drawing
CEK Connelly & Wicker Inc. CORNELL ONE 0301-09
Drown By Consulting Engineers
BTP 1711 South 5th Street PREPARED FOR GRADING AND DRAINAGE PLAN Scale
Checked This'llrawing is the property of Connelly & Vflcker Inc.
CEK and In not to be reproduced or copied In whole or In Jacksonville Beach, Florida 32250 1 209
O.C. part. It Is not to be used on any other project and (904) 249-7995 Fax: (904) 241-1126 BEACHES HABITAT RICHARD C. WELCH, P.E.JDate
Is to be returned on request-
BEK C.A. No.: 3650 No. Date- Revision B P.E. #40279 JAN. 2003 Sheet of
Y]
Z7
'__�b '4 '49-
15- DF A�
6 El
T, A
S70RM M.H.
ATLANTIC BEACH VILLA UNIT No. 2
LOT 6 LOT 7
LOT 8 LOT 9
LOT 10
S 1/2' IRON 113DY-PRA1
P:_21E. CAP LB,3672 S 68"48'33" E 75-00' __�LELE 1 8 1 S68741'3.6" 5.00, (FIELD)
�LE NcF75.00' __ F[ELD)
7,\
1.7' rmN WATER OAK - . ..... 00 5,�Q:_(FIE
3' LIVT OAK d: —EX. ;�4
I LQNQ:� PE 6, you
STOF M IIA H _PIf_ TM N TR SET -1/2- [RON
TM N TR
16' PINE 01-11' OAK Ir I-
TOP-11,7 WA FER .021" PINE
9' PINE NAW%-4.29 ___-__ 1--S.R�M;H-P f 6' SfRLJ'J OAK IPE, CAP LB3672
�2" WAIER OAK EJA�-4.34 TGP�12 55 1 -
WAN� i'26 12- PINE
S.INV-4.32 2
Q-13- PINE 14' PINE 12' PINE \2- SCRUB OAKo
113, PINE Q, SCRUB OAK
10" PINE 09" PINE PINE 7- U\OAK a' SCRUB OAK
10" PINE 1 -1-15' DRAINAGE EASEMENT I
I 1 1 W5' LIVE OAK ��S' SCRUB OAK
1 9' PINE 7" PINE ��B' SCRUB OAK ��B' SCRUE! 0'
7" �INF
U.1,
PINE IQ.\s 'RUB OAKC� 10" 5CRUB OAK
LL. ��8' SCRUB
PINE PR-A d-,,�CRUB 10 S U;3 0 A I
"K
1* 82 13" 12,� St,'RliB UAK (V �1!9" T.Y1`4 ','��Rwfi 0,
0 %�U OA
0.68 Ac. I�p AK
12' PALM J __-'15' PALM("' 1 2" SCRUB OAK 8" ,1PI-Aj 0
d:1 I ,. A
PINE JE SCRUEJ OAK
_�I I' Pit 11" SCRUB CAK _,,6" NATt I 'OAK
12' AA 15R OAK 'ki- SCRUO OAK
Ld 20' OVATER OAK 4' PINE
Tc PATH �_�?2' (VIIN ,CRUB OAK 7' Y,A ER
0 26- OA�
20" WATt:R OAK LU
7" SCRUH OAK
Lo 113* PINE T� PATH��6\ 0 -
7,CR!J0 OAK ��5' SCRUB OAk
/9' SCRULI OAK�P
E' SCRUB 0
z AK 6 SCRU13 OAK SCi(09 0, 1,
SCRUS OAK
112� IINE 9 7" SCRJB OAK
o14' PINE WArER �,�1 9' WA�ER OAK SCRUB OAK
PINr I PIN i��,3. SCRUB OAK 13" TWN SCRUB OAK
K 0"
5' WArER OAK 10, pltliE \SCRUB OAK7�� 0-8' SCRUB OAK
(_�12' PALM 6" SCRUBOAY 8' SCRUB OAK
C) 0 41 OAK 8" SCRIA3 QAK
8" SCRUB OAK
16' PINE 9' SCRUB OAK
FOUND 1/2' IROti! 3- PALM '010, PINE RU�ZOAK 8* SCRUB OAK _,CRUH Q�,"
PIPE, NO CAP 6'. /SC 6- SCRUF3 Q�,K
WA WR OAK j�t7 ,O,�-TER OAA 6"/SCRUB O*�
vV
A N68*49'57"W 75.00' SET 1/2- IRON
�FIELD) N68-44' _"fWV - � - -
7 00' _479 —
(FIELD) N68*41'15'* .83' �IELD_ 76745707 N68*45TVW�
Q �, C)-�- 1* .1.1 __ X0 7.8 6' (FIELD) P!,F PIPE. CAP L83672
25,17"
EX. W. Al
fO FJACK OF CURS -&UR- I , �110
I P ET
TOP 0.76 6
------- 4� (FIELD)
/144 A
WINV-4.47 tx -
10' PINV
S.INV-4.49
8* PINE 8" PINE 7- PINE 9" PINE 10" WA rER OAK
PINE 9" P�Ij LPDY-PP\B I
.0 8. 9" PINE
A 7-
'4C) 7* PINE
CID C N E L L L N E
10 d -__/- -- "I -B
cc, PR
Q, 50' RIGHT OF WAY V _n
DR
OP INLET�
A- EUGE PAiEMEtif TOP-10-23 7- CHERRY CN = 79
X
EX. 12" SAfq NANV-4� A' LIVE OAK
A,) EX. SANITARY M.H. ......_ j 0,43 Ac. 7- PINE
70i;-HA—CK, SANV-C S Q_ IVE OAK fRIPLE 12' LIVE 0
�X:�12SAN: U X\ T'11N 7- 1. 9'
RIM - 11.60
INV. 12' SE - 0.65 EX. I Q) L 6' PINE-0 TRIPLE 11" LIVF CAK
I" A5 oy tn
INV. 8' S = 4.32
lk�. — 15' PAt M
4) - EFX 772�SAN 9" PINE
INV. 12' SW 0.68 Ov C� PINE
CP4 11 EX, SANITARY M.H.
INV. 12' NW 0.68 f,� PINE
CONCRETE WALK
PINE
6." A _ -- -.d—
VAIN fO* S(%RL)6,,t)"?� 7' PINE 6" PiNE 10- PIP4"
A_ NNININNIF-_ -Ir— ;ii�_
7—,
BENCHMAR&
CONCRETE WALK �21 1
A SET NAIL & DISK, L.B. 3672 is' PINE
IN SIDEWALK I)
ELEV. 11.11 (NGVD) -J" Plf�E
LEGEND
—EX. 15' CONC. PIPE
- - - - - - - - - - - EXISTING STORM SEWER
—EX. SAN— EXISTING SANITARY SEWER
—Ex. w.m.— EXISTING WATER MAIN
EXISTING CONTOUR
EXISTING SPOT ELEVATION
�J a" EXISTING TREE
Tc PATH
DRAINAGE DIVIDE
LIMITS OF ANALYSIS
PR-13 BASIN NAME
CN __ 79 CURVE NUMBER
0.44 Ac. DRAINAGE AREA
[B:�ff(:-:P R B I BOUNDARYNAME
Designed Released For Construction Project No.: Drawing
CEK Connelly & Wicker Inc. CORNELL ONE 0301-09
Drawn
Consulting Engineers
BTP By
PREPARED FOR PRE-DEVELOPMENT DRAINAGE MAP
Checked This Drawing (a the property of Gonnell�&:Wicker Inc. 17111 South 5th. Street Scale
CEK and to not to be reproduced or copied.In whoI4.or In., JacksonVille Beach, Florida 32250 1 20'
part. It fa not to be used on any other project and —7995 Fa
O.C. X: (904) ; 241-1126 BEACHES HABITAT
(904) 249 RICHARD C. WELCH, P.E. Date
Is to be,returned on request.
BEK C.A. No.: 3650 No. Date By heet 2 of 8
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ISSUED
Zoning Designation RG-2
Real Estate Apprais;er N 0. S ' 177535-0000
177421-0000 FEB 0 3 2003
177423-0010
Flood Panel No. 120075 0001 D CONNELLY& WICKER INC, F
IN - 0
Flood Zone ZONE X R F_ 0 T'j'C B F_A G
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CONNELLY & WICKER INC . CITY 01 ING &7-ONING
BUII-D
FEB 21
CONSULTING ENGINEERS AGENCY SUBMITTAL DATE polo-.
1711 5 FIFTH STREET 12605 EMERALD COAST PARKWA Y WEST, SUITE J1 CITY JAN. 21 , 2003
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1A CKSCIV WL L E 0AEA CH, Fk ORIDA J2250 OLST11V, fLORIDA J2550 DEP JAN. 21 , 2003
04) 249-7995 FAX (904) 241-1126 (850) 8J7-4252 FAX (850) SJ7-7804
(19 CITY FINAL JAN. 311 2003
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C.A. NUUSER: J650 RICHARD C. WELCH, P.E.
P.E. #40279
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