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Home My Public Portal About09-0248 City of Tybee_2of4z LiJ 1 0 LL Lti 0 0 0 LiJ LtJ Elf CO 0 -7 z 0 NOTE: PART 1 IS ALL WORK ON 'THE NORTH SIDE OF THE STREET PLUS SOUTH SIDE AS INDICATED. -RETAIN EXISTING INLET, PLUG EXISTING PIPE SOUTH REMOVE AND REPLACE SIGN CONNECT TO EXISTING WATER MAIN WITH 45' BEND REMOVE EXISTING INLETS. LX PLUG AND ABANDON EXISTING PIPE SOUTH_ 4-1 UNDERGROUND TELEPHONE LINES AND PEDESTAL TO BE RELOCATED BY UTILITY PROVIDER 07 -13-0/5 GIBcON ELOISE HALL -SANITARY SEWER PUMP STATION SHALL BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION PERIOD, PERIMETER FENCE SHALL BE RESTORED IMMEDIATELY AFTER STORM PIPE PLACEMENT. 4-0007 -13-001 BRADLEY MARK ALAN WATER MAIN TAP, SERVICE -] LINE AND CONNECTION TO EXISTING SERVICE UNE. REMOVE EXISTING HYDRANT, - REMOVE HYDRANT LEAD TO TEE. CONNECT NEW 6" OF HYDRANT LEAD AND EXTEND AS SHOWN, REPLACE HYDRANT AND VALVE. FIRE LEAD TO BE BELOW ELEVATION OF STORM DRAIN. REMOVE AND REPLACE WATER SERVICE UNE TO AVOID CONFUCT WITH STORM DRAIN. \ 4-0007 -14-016 S.KAMAN DAVID W & BAR cr. il y, 5 ---:41.---,,--.-- • -,------it----- REMOVE ,iK/ i 1 7 .:'''''-‘, • , i \ \ 1 .-•! 4 I AT' /-- , . . 1 7,, pA L TREE/ ft' i „.,' ( it \ ,,\ I. \ i, ,C k_ i 0 ..--' 16 ' PALM ..\ , \ b ' - --, ,,■.. ...■.. ,11.1100 . MIMS 11=11MtIOCAVD-11VISIOU Mr. MIIMMIFT711, . , V... , ....... .1.. 1...... 4... r- r‘ P WR Pilttl(.,TO BE _L--oc-4.--i-.42,g,.±.C]fl-,--,.-------, __,... ,, ,„ ,_-_,_, , - Ly ,i,, \ A POWER POLE AND TRANSFORMER TO BE RELOCATED BY UTILITY PROVIDER, , VE STORY 000 1-10USi. _F. $, 85 UNDERGROUND TELEPHONE LINE TO BE RELOCATED BY UTILITY °ROVIDER GRATE TOP 5. 13 3.60 z • • • )1.-.1, AfFrfi CABLE f 22." P A I. ix' ) -WATER C, MAIN T_AP;'. SERVICE LINE, METER \AND CONNECTION TO EXSTIN6, SERVICE LINE. _ yt N,. UTILITY /PROVIDER - !BE REL9CATED BY A AMON! M.Id■ „,-;„ ammo arra ■r...■. ,,. "17L F: 142PALM j .. , ; , - , .,,, -1, (..,._;, + ...,, , t ,..,.. , . / REMOVE - FI--- -.---, ttil •--., A L)-.•,',. *,...-4,,s1.1.,,,s ° ,...g .1 '.. ■.: 9 '1 ) •-• , ... .... • • . •• ‘. , 3 1 - , i - • ■ - - - - - . ' * - - . - - - - - ' - - . . '-'''' . ." : W TREE I ..,,,---- — -'' , A, f :::-'-......1,/ 1 I j .3 \ \ -'-',.7-"Z--"' ..... 1 AU_ DOSING DITCH. 90` BEND --INA', iit ' ' - t ' 1 i 4 .-- —, i 1 ......,„, .„._ ,,,... --! • ,:',.. -zi-;-1,z.-- 2,0 GRADE TO DRAIN , Y.,:', : c. 3' -.-6 l' ti-li i - ) t q(-1 N., 1 _ , . - - .._, . 1 -r.,- i r . • 4 -- - -.)4,..._ - - -66CT -TO-EX 1ST I r4G-- — ------i ,..,, .4. . re, CI ,... RFmOVE_EXISJING_SAL.VE___ _.1 ,J A u I , ..,... . , E. ---- .1 . : .. 14: rk. : ____ . .- -, 7 s . . . ___. . . . 1,_.j..,_______ 4c--_--4_____:________, ,..,-...: :, . . , - TO INLET. --- ----**----- ------- ----- 5 --- --- - --WATER-MN -WITq-451-13E N D — s -- - ,, 1 ---m" . , ......, . - . -..... 4 ...., . 4 'il, 13 AND „PLUG ATNMAIN i. -!is •-•-:,„ c_.,, '.:o — --ii-V*,,t. ,Wrt2e • 1=7; -_,..-::::-=';,::-\-- .--,-„:,.:A, ,............... ..'it..,A.,..,...,._ _ --40—‘- -- --- ---- .— ,,W 7,...-A': -77.... ,--', ,.,:-. • ..zr; -- _____ ----, ',..) • - 1 \ -. 11 \ \ _'..' / /4. ._________ A_ :3 • _____ .........._,....,. : ":4',, ,,,' i;:i 61\ i ,..,',...t ,',71`*;.L'3 \ ,-- -3) .---P ._. -- --- ---,•-/' *- - — --------- .. _..... --.....,, :::•,.4. ,..0,. _ --: --y_. , rri 5' ' HDPE 1 1 \ ,1 , i -,----, • 'r‘,-- CONNECT TO EXISITNG — (y)tic i, i - . . ,... f ' WATER MAIN WITH .:1■ .,'" — 1 r ;L•A'- 4: TAPPING VALVE IN BOX. f 1 - ,- ."; In INSTALL* WATER MAIN ,e. • -1( i. ' - ii , ,q BELOW-ELEVATIQN OF STORM,- DRAIN, / ..). .!..,: 0. C1) 0 REMOVE if AN 1-,(0 L F. imm TOP 5, 62 \ PVC 1.41 V. 9214 W ••••••••••• •••••••■ 1 I 0 CAMPH!).6 • REMOVEANDt'i a r—GA17.7,-.' ...1NLE4 RESET SIGN cs- 2, r• ):±‘J' II i-1 I- Y it .;.; j, 2. 37 0' BEND - RpOVE 45• BEND TREE -REMOVE CHAIN LINK FENCE. REPLACE WITH 1 0 LF OF 4' HIGH CHAIN UNK FENCE AT R/W LINE, CONNECT TO EXISTING FENCE, 4-0007 -21-017 GAY KEITH L REMOVE BUSH REMOVE EXISTING INLET, PLUG AND ABANDON EXISTING PIPE NORTH, REMOVE EXISTING\ PIPE AS REQUIRED, SAN,/ PLUG AND ABANDON REMAINDER, ._„„REMOVE rj • '1■•■■■11 IMMO ISISSIIITIE 41111111■' 41111■■11: '41■11INIM 11111111MITKESIONED IMMO 1)6E114 —WATER MAIN CONNECTION, 56 SERVICES LINE AND CONNECTION \\ TO EXISTING SERVICE 'LINE. J Tr-ITAVE.7": REMOVE EXISTING t 0 INLTS, PtUG1 AND ABANDON/PIPE P Ai Irf WATER MAIN TAP, SERVICES LINE AND CONNECTION TO EXISTING SERVICE UNE. REMOVE FLOWER BED - AS REQUIRED TO INSTALL STORM DRAIN. LIMITS OF DISTURBANCE REMOVE EXISTING INLETS AND PIPE, PLUG AND ABANDON PIPE NORTH CONNECT TO EXISTING WATER MAIN WITH 45' BEND 4-0007 -20-001 STOKES CATHRYN H REMOVE EXISTING INLET. PLUG AND ABANDON EXISTING PIPE NORTH. 4-0007 -19-001 ILL1AMS CHARLES W DESIGNED BRN DRAWN RP CHECKED BRN LHH DESIGNED BRN DRAWN RP CHECKED BRN DATE: NOVEMBER, 2008 JOB NO. 108199674 SCALE: 1" = 20' 0) 'a to 0 (Is 0 0 GRAPHIC SCALE 0' 10' 20' 30' NSW -WREN EXISTING CHANNEL TO `ACCOMODATE NEW ,r -r HEADWALL AND APRON. V,-/, • 03. -\r-30 SY STONE RIPRAP PLACED FLUSH WITH • BANKS AND BOTTO . A 5frA( FE NOTE; THIS PROJECT' LL NOT ENCROACH INTO THE 2 STA WATERS BUFFER EXCEPT F9R THE AREA OF STORM PIPE INSTALLATION, AS SHOWN. LEGEND: DOUBLE ROW TYPE "C" SILT FENCE LLJ 0 0 0 Ct. CONCRETE HEADWALL WTH SUMP APRON AND UAL TIDEGATES OR 42" PIPES I.E. LE. (—)0.60 EE DETAIL) INLET SEDIMENT TRAP • 01;0SED/ %.1(WWATER DliC1-TAgE ,POINT AND SAMPLING LOCATION/ VELOCITY OF DISCHARGE FROM: 4.2FT/SEC 42" PIPES OUTLET PROTECTION PROVIDED; CONCRETE APRON AND RIPRAP AS SHOWN ON THIS PLAN. Li] co INSTALL. 190 LF DOUBLE UNE 42" PIPE 0,10% DUST CONTROL TEMPORARY STABILIZATION WITH MULCH DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING TEMPORARY SEDIMENT FENCE NOTE: PART 1 IS ALL WORK ON THE NORTH SIRE OF THE STREET PLUS SOUTH SIDE AS INDICATED. / REMOVE AND REPLACE 4OLF / ROCK WALK AND ASSOCIATED EDGE LANDSCAPING .)- .> \ REMOVE AND REPLACE;-7/ SY ASPHALT PAVEMENT UMITS OF DISTURBANCE 4-0011 -04-001 DAUGHTRY JIM DELANE 4-0011 -03-007 CONDITIONED REALTY C LIMITS OF DISTURBANCE —REMOVE' MID REPLACE --45 SY CONCRETE 8-0E;WALK \ INTERFERENCE MANHOLE TOP 6.30 I, E. (—)0.18 REMOVE 16LF± EXISTING 1 SANITARY SEWER MAIN. REPLACE WITH DUCTILE IRON PIPE THROUGH MANHOLE, CONNECT TO EXISTING PIPE EACH END. /0. 13q0/' pos GRATE INLET NO .1 ----. N. TOP 5.40 .s-t, \ I.E. (—)0.20 FLNER 3F7) 5' PALM 7 i1i... 6A .•-(4,L4 -, W u ? -- 7_ __ _,„i:. i TEWINO.2 N I (- T075:60-f 1.fI1 n \ / ,, -t.•T'? , ' r ' .-O -- - 1-• _ ' --' - , - -.' \ -.S 4 VI tDA \ ,E2;71; „ . ,, ' 7 / . -, _ZaTUIL --_/..-- rm , ..--- . 1 . ,.• i \ r i,,I, r-c-, 2 8,3' • 0Wal T 0 >-- cL 0 2 — REMOVE AND REPLACE 325 SY ASPHALT PAVEMENT PIPE €1 0. 1 0% 14 TH STREET N „ , , „ , P A 1 ------A-----220 LF 42 I ,LET ” ---01RA-TE-INLET-N-QT19-----T).u-YE-0-6T. ff.' 7 i ,, TOP 5.60 i - -, itif :3 ..., i 1 216 LF 42” • PIPE 0 0,10% --- — — =',..4.:T.',..--.,—.---.--cs.c,: 7- i„,, , ._ . , , .. - ..,' 7 l'i'Irr ' ,,,-- --,:1 - i SiiGi'ill 1-3E-PAY / '\), , .. i JUNCTION BOX TOP 660 Bial(OM OF BOX I.E. (—)0.41 . SEE DETAILS 174 LF 42" PIPE 0.10% PIPE 0.10% J. LIMITS OF DISTURBANCE IRWJ FENCE V/ TH :2x12'BIOCK PilLARS _ V"'" PALkf -) - ..... /1. (* " --;,R' EtIAOVE biviRE6..AcE =j94 S'Y sONCRErE SIDOVALK C) lb • L) INTERFERENCE MANHOLE TOP 6.9 LE. (—)2.00 REMOVE 16LF± EXISTING SANITARY SEWER tsitAIN. • - REPLACE WITH DUCTILE IRON PIPE THROUGH MANHOLE. CONNECT TO EXISTING PIPE EACH SIDE. Cr) 0 0 GRATE INLET NO.17 TOP 6.40 L E. (7)0,36 ***"' \\ 6°." 4-0011 -08-001 tvMAN PARK PROPERTIE 4-0011 -08-002 INMAN PARK PROPERT1E \ 4TiikS141:1)MFFAZAEN't \ - \ 7 - b, *b. — INTERFERENC TOP \6,30 IE (— R. E.M0VEY1.-717 16.LIF ± EXISTING SANITARY SEWER MAIN. REPLACE WITH DUCTILE IRON PIPE THROUGH MANHOLE. CONNECT TO1 EXISTING PIPE AND TO MANHOLE. , . StfGAR BERRY E 184XNHOLE 8' 7.1V yolR` PAL.: ERpy St/6 ,LA: BERRY sAG4 t C AN DESIGNED BRN CHECKED BRN 4-0011 -07-011 CALLAWAY MARION H JOB NO. 108199674 4-0011 -07-001 MILLER ALLEN R & NOR SCALE: 1" = 20' 0) 4-0011 -08-004 LLY JOHN C JR I CERTIFY THAT THE PLAN DESIGNER HAS VISITED THE SITE PRIOR TO THE DESIGN OF THE EROSION AND SEDIMENTATION CONTROL PLANS, 2. 1 CERTIFY THAT THE EROSION CONTROL PLANS WERE DESIGNED AND PREPARED UNDER MY DIRECT SUPERVISION. LEVEL CERTII Y K. NETZINGER, P.E. 11 CERTIFIED DESIGN PROFESSIONAL CATION # 0000008759 ALL SOILS ON THIS PROJECT ARE CHIPLEY URBAN COMPLEX (CUC) BASED ON THE SOIL SURVEY FOR BRYAN AND CHATHAM COUNTIES. DRAWING NUMBER 08 OF 15 LiJ LEGEND: 1_1_1 1— D (-) 1 0 Li *-7 SAN! I Mr M ANiv i 1) 4 \1 1 1 c., I \ ' • \ :_-!-. \ ..._.. . :.. .._ ,.., . . _ _. . \ 2..,_ •:i-i. 5.- .--.-3- -'.d1 1 1 i ..). ,.., , V i N\ \ 7- -:- - ‘( .L- h ___ F 7 (i:1:"--1..:_ .._:7 .,?ir if:r 3 ,7 1 1 , . : -- r ,,..„. r.v..,,I , t • 1 .,,,.)! ,-;•.....____----.-- k„„ „ \ . i 1 ,.,,,,- , \ .-- 1{.171--F-1.7... ‘.,\)' 1' 1 3 , ! )1 il il FLO''' ER BED 1 / : i 1 -. , , 1 1,4,-; Sd2-F ; 1 c., Lx:..,._:_-.3'.....-- — --- — -'-- - -‘ i 11 ‘) i';:.. i ;rf i VE i ti LET — ----, ' bk _„.. —..i..-- . ,..=.',.. ', :. f /-,-,..c :,--„, i ; i P ! A T.' C ,' i .., ' I ;"01.) :=. i \ 1 t ,...._.,. TEMPORARY SEDIMENT BARRIER (SILT FENCE — TYPE "B") 1.1.1 0 0 0 uJ j CO REMOVE EXISTING INLET. - REPLACE WITH GRATE INLET NO.16 TOP 5.60 I.E. 2.78 REMOVE AND REPLACE FENCE AS REQUIRED TO INSTALL GRATE INLET 0 7 7-7 TEMPORARY SEDIMENT BARRIER (SILT FENCE — TYPE "0") INLET SEDIMENT TRAP DUST CONTROL TEMPORARY STABILIZATION WITH MULCH DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING TEMPORARY SEDIMENT FENCE 111 uJ ral 00 CO REMOVE AND REPLACE 2 SY CONCRETE SIDEWALK 0 0 LLJ LLJ LJ REMOVE EXISTING PIPE, REPLACE WITH 64 LF 18" PIPE 0.30% (i) 0 rY 5' CONSTRUCTION EASEMENT FROM R/W UNE REMOVE AND REPLACE FENCE AS REQUIRED TO INSTALL GRATE INLET ORATE. r..)P —REMOVE EXISTING INLET. REPLACE WITH GRATE INLET N0,14 TOP 6,30 I.E. 2.45 EXTEND 12" PIPE FROM NORTH TO NEW INLET. ED 1. I CERTIFY THAT THE PLAN DESIGNER HAS VISITED THE SITE PRIOR TO THE DESIGN OF THE EROSION AND SEDIMENTATION CONTROL PLANS. 2. I CERTIFY THAT THE EROSION CONTROL PLANS WERE DESIGNED AND PREPARED UNDER MY DIRECT SUPERVISION. (D) REMOVE EXISTING INLET. REPLACE WITH GRATE INLET N0.15 TOP 5.72 I.E. 2.59 &RI C p :Y K. NETZINGER, P.E. II CERTIFIED DESIGN PROFESSIONAL ICATION # 0000008759 • o No. 26719 PROFESSIONAL 1— 0 UMITS OF DISTURBANCE REMOVE EXISTING INLET. REPLACE WITH GRATE INLET NO.13 TOP 6.40 I.E. 2.36 (;h. ; ; f f NOTE: PART 1 IS ALL WORK ON THE NORTH SIDE OF THE STREET PLUS SOUTH SIDE AS INDICATED. 0 ALL SOILS ON THIS PROJECT ARE CHIPLEY URBAN COMPLEX (CUC) BASED ON THE SOIL SURVEY FOR BRYAN AND CHATHAM COUNTIES. 82 LF 18' PIPE 0,20% 5110 STORY WOOD HaU SE.'" tr) GRATE INLET NO 11 TOP 6 00 I.E. 1.14 UMITS OF DISTURBANCE 14 LF 30" PIPE 0.10% REMOVE AND REPLACE 25 SY ASPHALT PAVEMENT. I.E. 2.20 (7) 0 0 N REMOVE EXISTING INLET. REPLACE WITH GRATE INLET NO.12 TOP 5.70 I.E. 1.19 DESIGNED BRN DRAWN RP CHECKED BRN DATE: NOVEMBER, 2008 JOB NO, 108199674 SCALE: 1" = 20' . . vo. -40- ----LIMITS OF DISTURBANCE) 11112.111 0 1 0% 3.'; 15 1. E, GRATE INLET NO.29 TOP 6.10 I.E. 1.21 L1 CA CONSTRUCT OVER EXISTING 12" PIPE FROM SOUTH. V LIMITS OF DISTURBANCE -REMOVE AND *REPLACE 25 SY ASPHAL.T PAVEMENT. DRAINAGE IMPROVEMENTS 1.° LU t- o z 0 DRAWING NUMBER tzr GRAPHIC SCALE tx) 0 at) 11 OF 15 i z 1ENDUM NUMBER 1 11/20/08 ILS, ADDENDUM NUMBER 2 12/03/08 O W , 0. a OC) 0 0 07; GENERAL NOTES 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. (NAVD 1988). SEE BENCHMARKS SHOWN ON PLAN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES ON THE PROJECT AND FOR AVOIDING CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL STORM DRAINAGE PIPE SHALL BE HOPE PIPE (ADS N-12 OR EQUIVALENT) EXCEPT WHERE CONCRETE PIPE IS INDICATED' ON THE PLANS. IN THESE INSTANCES THE PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE. WHERE HOPE PIPE IS USED, THE CONTRACTOR SHALL PERFORATE THE CORRUGATIONS AND FILL THE INTERIOR OF THE PIPE WITH WATER TO PREVENT FLOTATION. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED BY SEEDING, FERTILIZING, MULCHING, AND WATERING AS REQUIRED TO OBTAIN AN ACCEPTABLE GROUND COVER. AN ACCEPTABLE GROUND COVER SHALL BE DEFINED AS HAVING GROWING GRASS ON 95% OR MORE OF THE DISTURBED AREA WITH NO BARE SPOT LARGER THAN 1 SQUARE FOOT. THE CONTRACTOR SHALL NOT RECEIVE FINAL RELEASE ON THE PROJECT UNTIL GRASS IN WELL ESTABLISHED AND VIABLE. WALKS, DRIES, FENCES, SHRUBBERY, AND OTHER APPURTENANCES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED TO THE ORIGINAL CONDITION AT THE EXPENSE OF THE CONTRACTOR UNLESS REQUIRED TO COMPLETE THE JOB AND COVERED BY A PROJECT PAY ITEM. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE OF ANY CONFLICTS WITH EXISTING UTILITIES WHICH ARE NOT SHOWN ON THESE PLANS BEFORE PROCEEDING WITH THE WORK. 7. WHERE STREET OR DRIVEWAY PAVEMENT IS TO BE REMOVED AND REPLACED, THE PAVEMENT SHALL BE SAW CUT TO ENSURE PAVEMENT REMOVAL TO A NEAT LINE. 8. EXISTING PIPES SHOWN TO BE PLUGGED SHALL BE BLOCKED WITH CLASS "B" CONCRETE. COST OF PLUG TO BE INCLUDED IN THE PRICE BID FOR PIPE REMOVAL. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO PERMIT TRAFFIC TO OPERATE WITH THE LEAST AMOUNT OF INCONVENIENCE POSSIBLE. ALL TRAFFIC CONTROL DEVICES, SIGNS, STRIPING, AND FLAGGERS SHALL BE FURNISHED BY THE CONTRACTOR. AT LEAST ONE LANE OF TRAFFIC WILL REMAIN OPEN AT ALL TIMES UNLESS CONTRACTOR ARRANGES STREET CLOSURE WITH APPROPRIATE AUTHORITIES. COSTS FOR THESE MEASURES SHALL BE IN THE LUMP SUM PRICE BID FOR "TRAFFIC CONTROL". THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN SHOWING PROPOSED TRAFFIC CONTROL MEASURES (INCLUDING DETOURS, IF PLANNED) FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO BEGINNING WORK. 10. ALL EXISTING DRIVES WILL BE PROVIDED INGRESS/EGRESS ROUTES AT ALL POSSIBLE TIMES DURING THE CONSTRUCTION ACTIVITIES. IF CONSTRUCTION ACTIVITIES PREVENT ACCESS, THE CONTRACTOR SHALL PROVIDE MEASURES TO ALLOW THE OWNER TO REACH HIS RESIDENCE. 11. MANHOLE AND INLET TOPS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL RETAIN FLEXIBILITY IN SETTING FINAL TOPS IN ORDER TO MEET FINISHED GRADES. TOPS OF MANHOLES IN STREETS SHALL BE SET FLUSH WITH PAVEMENT. TOPS OF MANHOLES IN UNPAVED AREAS SHALL BE 2" ABOVE FINISHED GRADE. TOPS OF INLETS SHALL BE FLUSH WITH THE SURROUNDING GROUND. 12. ANY NATURAL GAS, TELEPHONE, CABLE TELEVISION, OR ELECTRIC UTILITY RELOCATIONS WHICH MAY PROVE NECESSARY SHALL BE DONE BY THE AFFECTED UTILITY COMPANY. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH THE UTILITY COMPANIES TO AVOID CONFLICTS. ANY WATER OR SEWER ADJUSTMENTS SHALL BE MADE BY THE CONTRACTOR. 13. ANY REQUIRED SHUTDOWN OF WATER AND SANITARY SEWER LINES SHALL BE COORDINATED WITH THE CITY OF TYKE ISLAND. ALL REQUESTS FOR DISRUPTION SHALL BE MADE A MINIMUM OF 72 HOURS IN ADVANCE OF THE REQUIRED SHUTDOWN. THE CONTRACTOR WILL NOT DISRUPT FLOW IN ANY WATER OR SEWER MAIN/SERVICE LINE WITHOUT PRIOR NOTIFICATION TO AND APPROVAL BY THE CITY. 14. ALL WATER TO BE USED IN CONSTRUCTION SHALL BE METERED THROUGH AN APPROVED BACKFLOW PREVENTION DEVICE AND FIRE HYDRANT METER OBTAINED FROM THE CITY OF TYBEE ISLAND'S CONVEYANCE AND DISTRIBUTION DEPARTMENT. 15. ALL ITEMS WHICH ARE TO BE REMOVED AND ARE NOT SHOWN TO BE REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FINAL DISPOSAL OF SUCH MATERIALS. ALL EXCESS SOIL MATERIALS GENERATED BY CONSTRUCTION ACTIVITIES WILL BECOME THE PROPERTY OF THE CONTRACTOR WHO WILL BE RESPONSIBLE FOR THEIR REMOVAL FROM WITHIN THE PROJECT BOUNDARY AND THEIR PROPER OFFSITE DISPOSAL. NO EXCESS SOIL MATERIALS SHALL BE WASTED ON SITE. 16. THE CONTRACTOR SHALL BE RESPASIBLE FOR THE CONTINUED FUNCTIONING OF THE STORM DRAINAGE SYSTEM AT ALL TIMES DURING THE CONSTRUCTION PERIOD. ALL REQUIRED CONSTRUCTION INVOLVING THE DRAINAGE SYSTEM SHALL BE ACCOMPLISHED IN THE MINIMUM TIME NEEDED AND THE SYSTEM IMMEDIATELY RESTORED. ANY TEMPORARY DITCHING OR PUMPING REQUIRED ON THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH PAYMENT TO BE INCLUDED IN THE COST OF THE DRAINAGE IMPROVEMENT REQUIRING THE WORK. 17. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE GEORGIA STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA". ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE PROJECT BY THE OWNER. 18. SOIL EROSION AND SEDIMENTATION CONTROL DEVICES MUST BE INSTALLED AND ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES IN ANY SPECIFIC AREA. 19. CONTRACTOR SHALL CONTACT PROPERTY OWNER AT LEAST 3 DAYS PRIOR TO NEED TO REMOVE FENCE. CONTRACTOR SHALL NOT REMOVE FENCE UNTIL PROPERTY OWNER HAS MADE ARRANGEMENTS FOR SECURITY OF ANY ITEMS CONFINED OR PROTECTED BY FENCE. CONTRACTOR SHALL REMOVE FENCE ONLY WHEN CONSTRUCTION IN AREA OF PARTICULAR FENCE IS IMMINENT AND SHALL ERECT NEW REPLACEMENT FENCING AS SOON AS CONSTRUCTION WORK IN THE AREA IS COMPLETE. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VIDEOTAPING THE WORK AREA AND EXISTING ADJACENT IMPROVEMENTS PRIOR TO BEGINNING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. A COPY OF THIS TAPE WILL BE PROVIDED TO THE ENGINEER. THE TAPING SHALL PROVIDE A HIGH QUALITY RECORD OF EXISTING CONDITIONS IN THE WORK AREAS. RESOLUTION, LIGHTING, AND SCOPE SHALL BE ADEQUATE TO PROVIDE A PERMANENT, ACCURATE RECORD OF THE CONDITION OF EXISTING FEATURES. THE DETAIL OF THE TAPE SHALL BE SUFFICIENT TO DETERMINE ANY DAMAGES RESULTING FROM THE CONSTRUCTION. PARTICULAR ATTENTION SHOULD BE PLACED ON EXISTING DEFECTS IN FEATURES TO REMAIN. IMPROVEMENTS TO BE TAPED INCLUDE FENCES, LANDSCAPING, TREES, BUILDINGS, ROADWAYS, UTILITY APPURTENANCES, AND OTHER PRIVATE PROPERTY FEATURES. THE TAPE SHALL BE MADE IN A MANNER WHICH IDENTIFIES THE AREA BEING TAPED AND DESCRIBES THE IMPROVEMENTS AND NOTES ANY EXISTING DEFECTS. THIS SHALL INCLUDE EITHER AN ON-TAPE VERBAL NARRATIVE, OR A WRITTEN NARRATIVE ACCOMPANYING THE TAPE. 21. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED ON A DAILY BASIS. A DAILY REPORT OF THE INSPECTION SHALL BE MADE. COPIES OF THE DAILY REPORT SHALL BE SUBMITTED TO CHATHAM COUNTY ON A WEEKLY BASIS. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL STABILIZATION HAS OCCURRED, AT WHICH TIME THE DEVICES SHALL BE REMOVED WHEN SO DIRECTED BY THE OWNER OR HIS REPRESENTATIVE. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEASURES NECESSARY FOR COMPLYING WITH THE GEORGIA GENERAL PERMIT FOR CONSTRUCTION AND THE GEORGIA EROSION CONTROL LAW. THE DISTURBED AREA IS IN EXCESS OF 1 ACRE, SO AN NOI. NOT, AND MONITORING WILL BE REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF THE EROSION CONTROL AND POLLUTION CONTROL PLAN AND COMPREHENSIVE MONITORING PLAN IN ACCORDANCE WITH THE PERMIT. THE CONTRACTOR SHALL OBTAIN THE CITY OF TYBEE ISLAND'S SIGNATURE AS CO-PERMITTEE. THE CONTRACTOR OR HIS AGENT SHALL BE RESPONSIBLE FOR SUBMITTING THE NOI PRIOR TO CONSTRUCTION, CONDUCTING THE REQUIRED MONITORING AND REPORTING, AND SUBMITTING THE NOT AT PROJECT COMPLETION. ALL COSTS ASSOCIATED WITH THIS REQUIREMENT SHALL BE INCLUDED ON THE LUMP SUM PRICE BID FOR NPDES COMPLIANCE. 23. THE WORK AREA SHALL BE RESTORED TO A CONDITION AS GOOD AS OR BETTER AT THE END OF CONSTRUCTION. PROJECT CLOSEOUT SHALL NOT OCCUR UNTIL : A) AN ACCEPTABLE STAND OF PERMANENT GRASS HAS BEEN ESTABLISHED. B) ALL STORM DRAIN PIPES AND INLETS HAVE BEEN CLEANED. C) ALL EROSION CONTROL DEVICES HAVE BEEN REMOVED. D) ANY PROPERTY OWNER CLAIMS HAVE BEEN SETTLED. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOW IN SEWER LINES TO BE REPLACED AND FOR ARRANGING SHUTDOWN OF WATER MAINS TO BE LOWERED. ALL COSTS ASSOCIATED WITH FLOW TEMPORIZATION AND MAINTENANCE SHALL BE INCLUDED IN THE PRICE OF THE ITEMS TO WHICH THEY APPLY. 25. THE CONTRACTOR SHALL PROCEED WITH CAUTION WHEN WORKING IN THE AREA OF SANITARY SEWER LINES TO REMAIN. 26. WHEN THE STORM DRAIN PIPE INSTALLATION IS COMPLETE AND THE TRENCH BACKFILLED, THE CONTRACTOR SHALL GRADE THE RESTORED SURFACE IN A MANNER WHICH WILL RESULT IN POSITIVE DRAINAGE TO THE NEAREST STORM DRAINAGE INLET. IN ALL BUT THE SMALLEST AREAS, THIS WILL REQUIRE THE FORMATION OF A SHALLOW SWALE CENTERED ABOVE THE STORM DRAIN PIPE. THE COST OF ANY WORK WILL BE INCLUDED IN THE LUMP SUM PRICE BID FOR GRADING. 28. ALL GRATE INLETS SHALL HAVE A "SILTSACK" FILTER PLACED INSIDE THE INLET WHEN CONSTRUCTION IS COMPLETED. SEE DETAILS. THE COST OF THIS SHALL BE INCLUDED IN THE PRICE BID FOR THE INLET. 29. ALL METAL USED IN GRATE INLET AND MANHOLE CASTINGS IS TO BE AMERICAN MADE WITH DOMESTICALLY PROVIDEO MATERIAL. ATHEMANUFACTURER WILL NEED_ TO,CERTIFY_THI3 PRIOR TO PRODUCT ACCEPTANCE. 30. WATER SERVICE LATERALS WILL BE PLACED ABOVE THE COMPLETED STORM DRAIN PIPE IN ALL LOCATIONS WHERE A MINIMUM OF 12" COVER CAN BE MAINTAINED. IN OTHER LOCATIONS THE WATER SERVICE LINE WILL GO BENEATH THE STORM DRAIN. WITH A MINIMUM SEPARATION OF 18". WHEN ABOVE, NEW TAPS WILL NOT BE MADE UNTIL THE STORM DRAIN IS PAST THE POINT OF CROSSING; THE EXISTING WATER SERVICE WILL REMAIN ACTIVE UNTIL THE NEW SERVICE IS READY FOR CONNECTION. FOR EXISTING SERVICES, THE LINE WILL NOT BE CUT UNTIL THE STORM DRAIN REACHES IT, AND SHALL BE RECONNECTED ABOVE THE PIPE AS SOON AS THE STORM INSTALLATION IS COMPLETED. 31. EXISTING STORM DRAIN LINES WILL REMAIN IN SERVICE UNTIL THE CONSTRUCTION PROCEEDS TO THE POINT WHICH REQUIRES THEIR REMOVAL. THE CONTRACTOR SHALL PROVIDE A SCHEDULE TO THE CITY FOR WHEN EACH EXISTING STORM DRAIN IS TAKEN OUT OF SERVICE, AND SHALL FOLLOW UP WITH NOTIFICATION WHEN THIS ACTUALLY OCCURS. 32. THE CONTRACTOR SHALL PROVIDE TO THE CITY FOR REVIEW APPROVAL SPILL PREVENTION CONTROLS FOR SEWAGE WHILE REPLACING EXISTING SEWER MAINS OR SERVICE -ONES. 33. THE CONTRACTOR SHALL TEMPORIZE WORK AS NECESSARY TO ASSURE THAT CONVEYANCE OF STORM WATER IS RESTORED AT THE END OF THE WORKDAY. SOIL EROSION AND SEDIMENTATION CONTROL NOTES 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL & WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA". ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED BY VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY! THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. . EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. . EROSION CONTROL DEVICES SHALL BE CLEANED OR REPLACED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. . EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. . EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 10. ANY DISTURBED AREA WHICH WILL BE LEFT EXPOSED FOR A PERIOD GREATER THAN 7 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 11. ALL DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING" UNLESS THE AREA IS TO BE SODDED. 12. TEMPORARY SEEDING: LIME: 50 LBS. OF DOLOMITIC LIMESTONE PER 1000 SQUARE FEET. FERTILIZER: 15 LBS OF 10-10-10 PER 1000 SQUARE FEET. SEED: ANNUAL RYE GRASS (LOLIUM TEMULENTUM) - 0.2 LBS. PER 1000 SQUARE FEET & ANNUAL LESPEDEZA (LESPEDEZA STRIATA) - 0.2 LBS. PER 1000 SQUARE FEET. JANUARY 1 THROUGH APRIL 30). MULCH: MUCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN STRAW APPLIED AT A RATE OF 70 TO 90 LBS. PER 1000 SQUARE FEET. MULCH MATERIAL SHALL BE RELATIVELY FREE OF ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE: CANADA THISTLE, JOHNSON GRASS AND QUACK GRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND; MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS. (NOVEMBER THROUGH JANUARY 31, USE MULCH ONLY.) 13. PERMANENT SEEDING: SEEDBED PREPARATION: AREA TO BE SEEDED SHALL BE LOOSE AND FRIABLE TO A DEPTH OF AT LEAST 311. THE TOP LAYER SHALL BE LOOSENED BY RAKING, DISCING OR OTHER ACCEPTABLE MEANS BEFORE SEEDING OCCURS. IN LIEU OF SOIL TEST RESULTS, APPLY 50 LBS. OF DOLOMITIC LIMESTONE AND 25 LBS. OF 10-10-10 FERTILIZER PER 1000 SQUARE FEET. HARROW OR DISC LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF AT LEAST 3" ON SLOPES FLATTER THAN 3:1. NO ATTEMPT SHOULD BE MADE TO DRAG ANY DISCED AREA TO MAKE THE SOIL SURFACE SMOOTH AFTER DISCING. 14. SEEDING: APPLY 10 LBS. PER ACRE OF HULLED COMMON BERMUDA GRASS (CYNODON DACTYLON). APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER DRILL CULTIPACTER SEEDER OR HYDROSEEDER. (SLURRY INCLUDES SEEDS AND FERTILIZER RECOMMENDED ON STEEP SLOPES ONLY) ON A MOIST FIRM SEEDBED. MAXIMUM SEED DEPTH SHOULD BEI/21 IN CLAY SOILS AND IN SANDY SOILS WHEN USING OTHER THAN THE HYDROSEEDER METHOD. IRRIGATE UNTIL VEGETATION IS FIRMLY ESTABLISHED IF SOIL MOISTURE IS NOT SUFFICIENT TO SUPPORT ADEQUATE GROWTH. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND-DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE MAPITAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. TYPE "B" SILT FENCING SHOWN TO BE PLACED ALONG CONSTRUCTION LIMITS MAY BE DELETED AT THE DIRECTION OF THE OWNER OR THE ENGINEER. /8#11 (13 1 1-800-282-7411 (from outside Georgia) I Know what's below Call before you dig! 12- TdE CONTRACTOR SHALL CALL THE STATEWIDE "CALL BEFORE YOU DIG" NUMBER (1-800-282-7411) AT LEAST 72 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION ACTIVITIES. 14TH STREET DRAINAGE IMPROVEMENTS m W � Z � REVISIONS: �S PROTECT /pN /� R O1 ADDENDUM NUMBER 1 11/20/08 �� R G �� Fyr /G�u / P Z o HUSSEY, GAY BELL & DEYOUNG, INC. Foa o s m ADDENDUM NUMBER 2 12/03/08 �, CONSULTING ENGINEERS No ,s8o4 CITY O F TY B E E 1 S LAN D ��PROFESSIONAL v N POST OfFlCE BOX 14247 329 COMMERCIAL DRIVE (31406) � �` � o F/l, F„F,� � � � SAVANNAH, GEORGIA TEL (912) 354 -4626 /- c i N O GENERAL NOTES Z o A Bell Company 31416-1247 ,N,�„�,,��,,, FAX (912? 354 -8754 9`t BfF ORE roe °� �'A Y N�� DESIGNED BRN DRAWN RP CHECKED BRN LIrL DESIGNED BRN DRAWN RP CHECKED BRN DATE: NOVEMBER, 2008 JOB NO. 108199674 SCALE: POWER POLE TO NIIE RELOCATED BY UTILITY PROVIDER. t \ WATER SERVICE TAP, SERVICE LINE METER AND CONNECTION TO EXISTING SERVICE UNE 1 P INSTALL WATER SERVICE UNE 11BOVa ELEVATION OF STORM DRAIN - " . A PROT! REM REP VE AND kCE SIGN REMOVE TREE 4-0011 -03-007 CONDITIONED REALTY C 4-0011 -04-002 BUTLER & WILLIAMS AN POWER POLE TO BE RELOCATED BY UTIUTY PROVIDER. POWER POLE-jc) BE RO..00AtEDY- tre",,,utp PROVIDER. • ‘• REMOVE TREES 7 I50 R POLE TO BE- R OCATED BY UTIL,ITY ROVIDER. ' „ —REMOVE AND i REPLACE SIGNS I( 'REMO\ TREE IC) 111.1" '41%54' UN! 1.;,121 L,LA ILA EMOVE AND LACE SIGNS REMOVE AND REPLACE SIGNS INSTALL WATER MAIN BELOW ELEVATION OF STORM PIPE. REMOVE- EXISTING-INLET-AND — STORM PIPE AS REQUIRED. PLUG AND ABANDON REMAINDER .EAOK. REMOVE TREES REMOVE- AND RERACE WATER SERVICES TO AVOID ..CONRJCT„,,,, WITH STORM DRAIN. REMOVE= TREES BR A OFTO R,C,I FEAR REMOVE TREES LOWER WATER SERVICE TO AVOID CONFLICT WITH STORM DRAIN. REMOVE SHRUBS 6 WOOD FEN E c) • CO 0 0 co 0 0 a) r. 223* \BEND 6" VALVE\ IN BOX SERVICE UNE\TAP, SERVICE LATERAL AND CONNECTION TO EXISTING SERVICE UNE. (VP) LOWER WATER MAIN TO AVOID - CONFLICT WITH STORM DRAIN. 4-001/ -08-002 INMAN PARK PROPERTIE C, V CONNECT TO EXISIING WATER MAIN WITH 90' BENVPLUG AND DON v EXISTING UNE ORTH. 4-0011 -07-011 CALLAWAY MARION H 4-0011 -07-001 MILLER ALLEN R 8,, NOR DESIGNED BRN DRAWN RP CHECKED BRN DATE: NOVEMBER, 2008 JOB NO. 108199674 SCALE: 1" = 20' 0) L.) 0 c 0 0 14TH STREET DRAINAGE IMPROVEMENTS RELOCATION z z DRAWING NUMBER W 0) ot) 04 1)- 0. .0 OF 15 4-0011 -04-002 BUTLER & WILLIAMS AN 4-0011 -05-005 EFIRD SCOTT MICHAEL REMOVE EXISTING INLET AND PIPES REMOVE AND REPLACE SIGN CONNECT TO POSTING WATER MAIN WITH MECHANICAL JOINT SLEEVE. REMOVE EXISTING UNE SOUTH. REMOVE EXISTING INLETS AND PIPE POWER POLE TO BE RELOCATED BY UTILITY PROVIDER, POWER POLE TO BE RELOCATED BY UTILITY PROVIDER REMOVE AND. RESET SIGN 'PAH PRorg PIPT NRECTIo ExisTING WATER MAIN 14,7,90., BEND. REMOVE EXISTING E 'NORTH. REMOVE DaSTING INLET AND PIPE '--REMOVE PIPE REMOVE EXISTING PIPE AS REQUIRED PLUG AND ABANDON REMAINDER REMOVE EXISTING PIPE - REMOVE EXISTING; PIPE .POWER POLE TO BE - RELOCATED BY UTILITY PROVIDER, LOWttr"WATER MAIN TO AVOID CONFLICT WITH STORM DRAIN, REMOVE EXISTING PIPE 4 TH STREET REMOVE — EXISTING PIPE REMOVE EXISTING PIPE REMOVE AND ESET SIGN REMOVE TREES REMOVE TREES REMOVE 'TREES REMOVE TREES v HVeS040 !EMPVE SHRUBS REMOVE TREES REMOVE — TREES (8) POWER POLE TO BE RELOCATED BY UTILITY PROVIDER, REMOVE EXISTING PIPE /JkS — REQUIRED PLUG AND Al3ANI5ON REMAINDER EACH END NEW WATER SERVICE TAP SERVICE LIkEm. ABOVE PROPOSED STORM DRAIN, WATER METER AND CONNECTION TO EXISTING SERVICE UNE PLUG AND ABANDON EXISTING PIPE 4-0011 -07-011 CALLAWAY MARION H 4-0011 -06-001 JETT JOHN H LEWIS PAUL MATTHEW & REMOVE PLANTINGS LOWER WATER MAIN TO AVOID CONFUCT WITH STORM DRAIN. 4-0007 -21-001 REMOVE EXISTING PIPE TUTEN KATHLEEN L L/T 1 AS REQUIRED PLUG AND ABANDON REMAINDER REMOVE CHAIN UNK FENCE TO PROPERTY UNE. REPLACE WITH 20 LF 4' HIGH CHAIN UNK FENCE AT PROPERTY UNE. CONNECT TO EXISTING FENCE. DESIGNED BRN DRAWN RP CHECKED BRN DATE: NOVEMBER, 2008 JOB NO. 108199674 SCALE: 1" = 20' 14TH STREET DRAINAGE IMPROVEMENTS GRAPHIC SCALE UNDERGROUND TELEPHONE LINES AND PEDESTAL TO BE RELOCATED BY UTILITY PROVIDER RETAIN EXISTING INLET. PLUG EXISTING PIPE SOUTH �.1 �1 REMOVE AND —.J REPLACE SIGN 4 -0007 -12 -001 CONNECT TO EXISTING MYRICK CAROLS L WATER MAIN WITH 45' BEND REMOVE EXISTING INLETS. PLUG AND ABANDON EXISTING PIPE SOUTH. 4-0007 -13 -015 GIBBON ELOISE HALL SANITARY SEWER PUMP STATION SHALL BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION PERIOD. PERIMETER FENCE SHALL BE RESTORED IMMEDIATELY AFTER STORM PIPE PLACEMENT. 4 -0007 - i3 -001 BRADLEY MARK ALAN WATER MAIN TAP, SERVICE — UNE AND CONNECTION TO EXISTING SERVICE UNE. .POWER POLE AND TRANSFORMER TO BE RELOCATED BY UTILITY PROVIDER, REMOVE EXISTING INLET. PLUG AND ABANDON PIPE. REMOVE EXISTING HYDRANT. REMOVE HYDRANT LEAD TO TEE. CONNECT NEW S" DF HYDRANT LEAD AND EXTEND AS SHOWN. REPLACE HYDRANT AND VALVE. FIRE LEAD TO BE BELOW ELEVATION OF STORM DRAIN. REMOVE AND REPLACE WATER SERVICE UNE TO AVOID CONFLICT WITH STORM DRAIN.' 4 -0007 -14 -016 SEAMAN DAVID W &BAR UNDERGROUND TELEPHONE LINE TO BE RELOCATED BY U'T`ILF`Y PROVIDER WATER ? MAIN TAP, SERVICE UNE, METER ',AND CONNECTION TO EX #STING SERVICE LINE. P( RELY �NER POLEw'JO i �CA'E;;M U LITI ys, '--PROVIDER BEND REMOVE TREE FILL EXISTING DITCH. GRADE TO DRAIN TO INLET. 90' BEND ONNECT TO ' EXISTING - WATER MAIN WITH ° -.��.45- -BEND _.. _.. .._ ... REMOVE EXIS ING ....VALVE AND PLUG AT °� MAI N r-+-REMOVE e. I x BUSH REMOVE BUSH LOWER WATER MAIN -- TO AVOID CONFLICT WITH STORM DRAIN. REMO TREE Mat z 0 CONNECT TO EXISITNG WATER MAIN WITH ;TAPPING SLEEVE AND TAPPING VALVE IN BOX. INSTALL ` WATER MAIN BELOW' -ELEVATIQN OF STORM DRAIN. REMOVE BUSH REMOVE TREE REMOVE AND RESET SIGNS RENO TREE WATER MAIN CONNECTION, SERVICES UNE AND CONNECTION TO EXISTING SERVICE 'LINE. REMOVE TREE REMOVE 'EXISTING INLETS. PJ�UG AND ABANDON PIPE E 0 0 REMOVE CHAIN UNK FENCE. REPLACE WITH 10 LF OF 4' HIGH CHAIN LINK FENCE AT R/W LINE. CONNECT TO EXISTING FENCE. 4 -0007 - 21-0/7 GAY KEITH L REMOVE BUSH REMOVE EXISTING INLET. PLUG AND ABANDON EXISTING PIPE NORTH. REMOVE EXISTING PIPE AS REQUIRED, PLUG AND ABANDON REMAINDER. WATER MAIN TAP, SERVICES UNE AND CONNECTION TO EXISTING SERVICE LINE. REMOVE FLOWER BED AS REQUIRED TO INSTALL STORM DRAIN. CONNECT TO EXISTING - WATER MAIN WITH 45' BEND 4 -0007 -20 -001 STOKES CATHRYN H REMOVE EXISTING INLETS AND PIPE. PLUG AND ABANDON PIPE NORTH 4 -0007 -20 -012 GtBBS PATRICIA F 4-0007 -19-001 LL.!AMS CHARLES Ci 0 0 a) REMOVE EXISTING INLET. PLUG AND ABANDON EXISTING PIPE NORTH. DESIGNED DRAWN CHECKED BRN RP BRN DATE: NOVEMBER, 2008 JOB NO. 108199674 SCALE: 1 " = 20' 4. 0 0 0 DRAWING NUMBER 44 CO GRAPHIC SCALE REMOVE SHRUB WATER MAIN TAP, NEW SERVICE LINE, METER AND CONNECTION TO EXISTING SERVICE LINE. LOWER WATER MAIN TO AVOID COIF . ICT WITH STORM DRAIN. 3, REMOVE EXISTING PIPE AS REQUIRED TO INSTALL NEW STRUCTURE. PLUG AND ABANDON REMAINDER SOUTH. REMOVE FLOWER BED AS REQUIRED TO INSTALL STORM DRAIN. POWER POLE TO BE RELOCATED BY UTIUTY PROVIDER, TELEPHONE CABLE TO BE RELOCATED BY UTIUTY PROVIDER REMOVE AND REPLACE WATER SERVICE UNE TO AVOID CONFLICT WITH STORM DRAIN. STORAGE SHED TO BE RELOCATED BY OWNER. IF NOT MOVED, CONTRACTOR SHALL DEMOLISH AND REMOVE FROM SITE. PROTECT TREE CONNECTION TO EXISTING SERVICE UNE, NEW SERVICE UNE, METER AND CONNECTION TO EXISTING SERVICE UNE. REMOVE EXISTING INLET AND 0" PIPE. PLUG AND ABANDON 8" PIPE NORTH REMOVE CHAIN LINK FENCE TO PROPERTY LINE REMOVE TREE 2 f ;131.: UNDERGROUND TELEPHONE LINE TO BE RELOCATED BY UTILITY PROVIDER W W PROTECT AND WORK AROUND POWER POLE. STREET REMOVE EXISTING PIPE AS REQUIRED TO INSTALL STORM DRAIN. PLUG AND ABANDON REMAINDER SOUTH. REMOVE EXISTING INLETS. PLUG AND ABANDON EXISTING PIPES REMOVE AND RESET TRAFFIC SIGN .. y X << UNDERGROUND TELEPHONE LINES AND PEDESTAL TO BE RELOCATED Bl LJLITY PROVIDER IF NECESSARY. CONTRACTOR I-I, LL ARRANGE FOR LOWERING OR RELOCATIO OF TELEPHONE CABLE BY UTILI PROVIDER TO AVOID CONFLICT WITH STORM DRAIN.: CONTRACTOR SHALL ARRANGE FOR POLE RELOCATION OR SUPPORT BY UTILITY PROVIDED. LOWER WATER SER TO AVOID CONE STOF DICE LINE .ICT WITH M DRAIN. 4-0007 -1 -015 S W /2\ LOWER WATER MAIN AS REQUIRED TO AVOID CONFLICT WITH STORM DRAIN. 4 -0007 -18 -001 ROSENBERG JACK 4 -0007 -I8-012 COOK JANET D GRAPHIC SCALE (-5 cdr (=> >- w 0) CC W w Z � (9 Z LU CO J >7 4=C '" CD 0 tia x� 0 LU 111 m W c1, U oZ� Z RC �� fz‘, c.)Q cc) DESIGNED BRN DRAWN RP CHECKED BRN DATE: NOVEMBER, 2008 JOB NO. 108199674 SCALE: 1" = 20' 14TH STREET DRAINAGE IMPROVEMENTS Z RELOCATION z a Liu z DRAWING NUMBER 07 OF 15 POWER POLE TO RELOCATED BY UTIUTY PROVIDER. --CONNECT TO EXISTING WAT MAIN WITH 4:57-;0BEND. REMOVE AND ABANDON EXI UNE SOUTH. WATER SERVICE TAP, SERVICE LINE METER AND CONNECTION TO EXISTING SERVICE UNE (TYP). INSTALL WATER SERVICE UNE BENEATH ELEVATION OF STORM DRAIN PIPE. • c REMOVE EXISTING • STORM DRAIN PIPE REM REP IE AND CE SIGN 4-0011 —04-001 DAUGHTRY JIM DELANE 0 POWER POLE TO BE RELOCATED BY UTILITY PROVIDER. BEND 90• BEND rsiewe PO R POLE TO BE R OCATED BY UTILI1Y ROVIDER. 1 r---REMOVE AND ,, I REPLACE SIGNS I -REMOVE AND RESET POSTS REM ,...••■■•• H STREET REMOVE - AN D—REFLAC 'WATER SERVICES TO AVOID CONEIJU WITH STORM DRAIN. • - •REMOVE- EXISTING INLET-AND--; STORM PIPE AS REQUIRED. PLUG AND ABANDON REMAINDER -.EACH END. „ REMOVE EXISTING PIPE REMOVE TREES N E RR AEOEBR08 JB N. 18964 SAE" = 2' REMOVE TREES REMOVE TREE 90• BEND LOWER WATER SERVICE TO AVOID CONFLICT WITH STORM DRAIN. REMOVE SHRUBS rH=3,t,ri E c) co 0 CJ cJ Is;6-7'\ CONNECT TO EX NG WATER MAIN WITH 90. BENVPLUG AND APANDON EXISTING UNE NORTH. 223* BEND SERVICE UNEVAP, SERVICE LATERAL AND CONNECTION TO EXISTING SERVICE UNE. (\"1"P) 4-0011 —08-001 NMAN PARK PROPERTIE si(J LOWER WATER MAIN TO AVOID CONFLICT WITH STORM DRAIN. 4-0011 —08-002 INMAN PARK PROPERTIE 4-0011 —07-011 CALLAWAY MARION H AT MAIN AFTER CON ECTION PLUG EXISIIIGE LINE OF REPLACEMENT 4-0011 —07-001 LER ALLEN R (S4 NOR DESIGNED DRAWN CHECKED ERN 0) 0 c 0 NO PART 1 IS OF THE STREET ON THE NO SOUTH SIDE SIDE INDICATED. REMOVE AND REPLACE SIGN 4 -0011 -05 -006 GILLIKIN PATRICIA MI CONNECT TO E <ISTING WATER MAIN WITH MECHANICAL JOINT SLEEVE. REMOVE EXISTING LINE SOUTH. 4 -0007 - 12 -015 W'YLLY JOHN C 111 & J POWER POLE TO BE RELOCATED BY UTILITY PROVIDER, POWER POLE TO BE RELOCATED BY UTILITY PROVIDER 'C S # N 1ECT TO EXISTING WATER MAIN LTi X90' BEND. REMOVE EXISTING INE NORTH. REMOVE AND RESET SIGN W » ,; :; REMOVE EXISTING „:....._._�':, wiq ._ ......._.__..INLET AND PIPS _ _ .t 1.1.1 ._ .. k _�__ 1 m.,._.W...._ ....__.. _____..._._ _____ .,. _ti...ry... ti.... REMOVE W DC1SR d 1.1.! PIPE VI i REMOVE EXISTING; PIPE .% .: POWER POLE TO BE CMF RELOCATED BY UTILITY PROVIDER, REMOVE - x °= TREE • REMOVE EXISTING PIPE AS REQUIRED PLUG AND ABANDON REMAINDER LOWER WATER MAIN TO AVOID CONFUCT WITH STORM DRAIN. REMOVE EXISTING PIPE REMOVE EXISTING PIPE -REMOVE EXISTING PIPE REMOVE TREES EMOVE TREES REMOVE TREES REMOVE AND REPLAC WATER SERVICES TO AVOID CONFUCT WITH STORM DRAIN. REMOVE TREES (8) POWER POLE TO BE RELOCATED BY UTILITY PROVIDER, PLUG AND ABANDON EXISTING PIPE REMOVE EXISTING PIPEN AS REQUIRED PLUG AND ABANDON,. REMAINDER EACH END WATER SERVICE TAP SERVICE UNE ABOVE PROPOSED STORM DRAIN, WATER METER AND CONNECTION TO EXISTING SERVICE UN 4 -0011 -07 -011 CALLAWAY MARION H 4 -0011 - 06 -401 JETT JOHN H CLOSE VALVE AND REMOVE HYDRANT REINSTALL AFTER STORM DRAIN IS IN PLACE CHECKED BRN LOWER WATER MAIN TO AVOID CONFLICT WITH STORM DRAIN. I REMOVE EXISTING PIPE AS REQUIRED PLUG AND ABANDON REMAINDER REMOVE CHAIN UNK FENCE TO PROPERTY UNE. REPLACE WITH 20 LF 4' HIGH CHAIN UNK FENCE AT PROPERTY UNE. CONNECT TO EXISTING FENCE. GRAPHIC SCALE REMOVE AND REPLACE 5 SY CONCRETE SIDEWALK REMOVE EXISTING INLET. REPLACE WITH GRATE INLET TOP 5.10 I.E. 1.50 CONSTRUCT OVER EXISTING 12" AND 18" PIPES. REMOVE AND REPLACE 40 SY CONCRETE DRIVE AND 8 SY ASPHALT PAVEMENT _ 12 LF 18" PIPE 0 1.00% REMOVE AND REPLACE 160 SY ASPHALT PAVEMENT STORM MAN-IO1 TOP 5.50 I.E. 0.68 N0.1 STORM MANHOLE N0.3 TOP 5.40 LE. 0.75 1. E. x 1.38 TE INLET NO.8 TOP 5.10 LE. 0.64 STORM MANHOLE NO.2 TOP 5.30n I.E. 0.74 �1 W W O GRATE INLET N0.10 TOP 5.30. I.E. 0.99 REMOVE AND REPLACE 25 SY CONCRETE SIDEWALK .1. .AY i::- ti x•'1'5 i'�V�. .�.. 218LF36" PIPE Q 0.10% • S2 -,F 14 LF.- 36"✓-PIPE 168 LF 36�r PIPE • 0y1 REMOVE :AND PRESET 44 LF FENCE . AND GATE 210 LF 36" PIPE - 0 0.10% Dsl Ds2LL Ds3 Ds2 DRAIN TO NEW INLET N ei 224 LF 36" PIPE 0 0.10% 36" PIPE REMOVE AND REPLACE � �� x.10;0 40 SY CONCRETE DRIVE j z REMOVE AND REPLACE 40 SY GRATE INLET NO.24 1 ASPHALT PAVEMENT r TOP 5.00 I.E. 0.65 10 LF 36" PIPE 0 0.10% REMOVE AND REPLACE 20 SY CONCRETE DRIVE GRATE INLET N0.26 TOP 5.00 I.E. 0.93 GRATE INLET N0.25 TOP 5.00 I.E. 0.71 70 LF 30" PIPE 0 0.10% DESIGNED BRN DRAWN RP CHECKED BRN DATE: NOV'MBER, 2008 0. N r ■ 0 0 N CO 0 0 z 4. STORM MANHOLE NO.4 TOP 5.10 I.E. 0.66 CONSTRUCT OVER EXISTING PIPE FROM SOUTH. REMOVE AND REPLACE 45 SY ASPHALT PAVEMENT JOB N0. 108 99674 SCALE: 1 " = 20' DRAWING NUMBER