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Home My WebLink About20080169 Ver 1_Site Plan_20080212vi THE WOOTEN COMPANY E N' ?, [ F r, l N G M A N N I N G +A fl C N I I C 1 N R e ag_ 01(_09 TRANSMITTAL Transmittal Sent Via: ? Regular Mail ? FedEx ® UPS ? Certified Mail ? Courier ? Pick-up TO: Mr. Ian McMillan DATE: 02/11/08 TWC No.: 2466-AJ Division of Water Quality RE: Bentley Woods Annexation - Phase 1 401/Wetlands Unit Proposed Water and Sewer Improvements 2321 Crabtree Blvd., Suite 250 Raleigh, NC 27604 WE ARE SENDING: E Attached ? Under separate cover via the following items: ? Shop Drawings ? Prints ? Plans ? Samples ? Specifications ? Copy of Letter ? Change Order ? Other COPIES DATE NO. DESCRIPTION 1 5 1 01/08 1 1 Applicable Plan Sheets THESE ARE TRANSMITTED as checked below: ? For Approval ? Reviewed ? Revise and Resubmit ® For Your Use ? Rejected ? Submit Copies for Distribution ® As Requested ? Corrected ? Return Corrected Print ? For Review and Comment ? Other: ? For Bids Due [ ] ? Prints Returned after Loan to Us REMARKS: Applicable plan sheets that have been provided per the comments received in the letter dated February 4, 2008. o C????d? p FEB 1 2 2008 DENR - WATER QUALITY VEMANDS AND STDRMWATER BRANCH SIGNED: Stephanie A. Bliss, E.I. COPY TO: Dennis Lassiter, P.E. - City of Raleigh If enclosures are not as noted, kindly notify us at once. BENT�.EY NOR WOODS TH CAROLINA ANN EX,ATION - PHASE MPRO E ME TS ATE R A Q RI V PL) PROJECT NO.: PLJ 2008- 1 ASF 2OES �4B44 l 15NE0 „ In tvIBER 2407 MAYOR Charles Meeker CITY COUNCIL Nancy McFarlane Thomas Crowder Russ Stephenson Phillip I�� Iley Rodger s Mary-,Ann Baldwin James West CIN MANAGER J. Russell Allen DIRECTOR OF PUBLIC. UTILITIES H. Dale Crisp, P.E. THE WOOTEN COMPANY ENGINEERING iPLANNING ARCH ITECTUflE 120 North Boylan Avenue Raleigh NC 27603-1423 919.828.0531 fax 919.834.3589 FINAL DESIGN NOT RELEASED FOR CONSTRUCTION Sheet No. 1 of 23 Sheets , C a� CL N 4 GENERAL NOTES 4 1, EXISTING UTILITIES ARE LOCATED APPROXIMATELY pN DRAWING E g S � MAIN CoNTRACTOR SHALL CONTACT UTILITY TO CONFIRMC�LES�GAS��NNES Z1� SHOUL�NBE DEFLECTED BENEATHETHE EXISEXISTING WATER MATI� PR OR TO BEG�N NGCHES OF AI..L EXISTING TELE PHONE, ELECTRICAL AND TV SEPERATION MINIMUM. CONFIRM DEPTH OF AND OTHER UTILITIES A7 LEAST 48 HOUR PRIOR TO COMI�ENCIN� WORK, DEFLECTION. IF EXISTING WATER MAIN IS AT A SUFFICIENT DEPTH THE CROSSING MAY BE CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE gpQYE THE EXISTING WATER M{�IN PER ENGINEERS APPROVAL. EAMAGED, SNAI.LEBE THE RESPONSIgILITYROFHTHE CONTR�TOR, 22' $EWER � OTFEE7PQRACLOSERETONTHE RIGH7 OOBTAINED W YNED BY THE CITY OF RALEIGH FOR ALL �, THE CONTRACTOR SHALL NOTIFY NC DOT AT LEAST 24 HOURS PRIOR TO TEMPORARY EASEMENT ETHE �L�IMITS�FORwCONSTRUCTION.�� OR 23, INSTALL FIRE HYDRANTS 1 FOOT INSIDE RIGHT-OF-WAY, 3, NEW WATER SERVICES SHALL 8 PROVIDED AT EACH EX. REIDEN�CE.T EESE 24, IIIONTR EFS OR ENGI�N�ER WHEN CLEARING TREESNON ORNCLOSE TO RIGHCONSULT OF WAYS PRIOR 0AL1QN� � F�K eSN�T�U�TION� TOSHM��Mi�� [Fh8Tho80TfkRVI E LINES, TO R�MSVAL, kN81WER P� 4, THSP CON RAC OR SHALL TAKE PRECA�JTION NOT TO DISTURB NERSS SHN.I. 25, a-� RO�SOFHAF95 A L TH OER OPEN C�� JTTTI�NE FOR UTILITIES PATCHESp WITHv 10 INCHDOF I 25,08 O N R AL T RB�QYORtOPERTY C PRIOR TO OVERLAY. G�ONTR�TOR SHALL NOTIFY HOMEOWNERS Z WEEKS PRIOR TO ANY �� t��Eo ��8 �uR t ROAD CLQSURES, 5, CONTRACTOR SHALL NOTIFY THE CITY OF RALEIGH PUBLIC UTILITIES DEPART1� NT 48 HOURS PRIOR TO MAKING TE CONN INGOCOMPNENTSITY'S WATER SEATER v SYSTEMITY SHALL OPERATE OF THE 6, TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY MINOR ITEMS SHALL INCLUDE BUT ARE NOT LIMITED 70 EXISTING SIGNS WAIL. BOXES STORM SSlAa).WER PIPES SHRUBS (UNDER 6 FT IN HEIGHT) AND tQ�c� n iNnFR 3 iWCHES IN REINSTALL_ ITEMS TO THEIR ORIGINAL CO�IDITION, INDEX TO DRAWINGS - PHASE I 18, ENSURE X ST NG TGATE wVALVES PRESSURE HAS REMOVE. SOF EX JOINS OF PIPE EON EITHER SIDE OF VALVE, 19. ALL OTHERWISE INDICATED ON DRAWINGS�ETER PER DETAIL, 20., CONSTRUCTION LIMITS ARE TO THE EDGE OF THE TEMPORARY CONSTRUCTION EASEMENT. NO CONSTRUCTION ACTIVITIES SHALL EXTEND BEYOND THESE LIMITS, IF ADDITIONAL LAND IS REQUIRED FOR BORROW OR WASTE, MATERIAL LAY -DOWN OR STAGING AREAS THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THESE LANDS AND EROSION CONTROL PERMIT. LEGEND AN SHRUB SHALL BE RPLANTED OUTSIDE OF EASEMENTS AND TREES D BY THE HOME OWNER. INCLUDE COST AGREED TO 1, COVER SHEET WATER INIIIIIIIIII1 XI T N EJ8 CHECKED BY: RIGHTS -WAY A LOCATION IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED, 2, LOCATION MAP, INDEX TO DRAWINGS & GENERAL NOTES 7. POLES FENCES CULVERTS PAVEMENT, UTILITIES CURBING SUPPORT EXISTING► ITEMS TO 6ONSTRUCT(dNe REPAIR � , 12" WATER MAIN & 8" GRAVITY SEWER FOX ROAD • STA. 10+00 TO STA. 21+00 TOM AND OTHER STRUCTURES DURING THEIR ORIGINAL CQ NDITlON AT NO ADDITIONAL COST, 4. 1 " 2 WATER MAIN & 8" GRAVITY SEWER • FOX ROAD - STA. 21+00 TO STA 28+67.82+ ' OPEN CUT PAVED DRIVEWAYS PER SPECIFICATIONS. PROVIDE PAVEMENT PATCHING PER DE TAIL, UNPAVED ROADS t3 R DRIVEWAYS SHALL BE PROVIDED 6, 6" WATER 12 WATER " MAIN MAIN & 8" & 8" GRAVITY GRAVITY SEWER SEWER - IVES COURT -- STA. 10+00 TO 11+87.00+ CARLTON DRIVE -STA, 10+00 TO 12+2.37± NUB ` TACK WITH STONE PER PATCHING DETAIL, 6, 12 " WATER E MAIN & 8" GRAVITY SEWER - PERRY CREEK ROAD / BENTLEY CIRCLE - STA. 10+00 TO 24+00 9, 6 INCHES F NCDOT C AGGREGATE SHALL B PROVIDE FOR THE FUL WIDTH QF UNPA D DRIVEWA S AND ROADS FROM THE EDGE O THE ROAD SH ULDER OF THE PIPE TRENCH AND OTHER AREAS QF 7, 1 " WATER MAIN & 8" GRAVITY SEWER - BENTLEY CIRCLE •STA. 24+00 TO 26+44.46± DRIVE STA. 10+00 TO 13+77,90± (DW) TO 10 F PAST THE OPPOSITE SIDE EXISTING DRIVEWAYS AND ROAD DISTURBED DURING CONSTRUCTION, 00 1,&" 6" WATER WATER MAIN MAIN & 8" & 8" GRAVITY GRAVITY SEWER SEINER • CARTLTON -PERRY CIRCLE •STA. 10+00 TO 12+69,47±' 10' NEW WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3'-011 , WITH CULVERT GR ATER DEPTH MAY BE REQUIRED TO AVOID CONFLICTS W_ Be8 WATERl�E----�I....••". R WATER MAIN & 8" GRAVITY SEWER - BEAVERWOOD DRIVE STA, 10+00 TO 24+00 TO 38+75.45± CR SSINGS UTILITIES AND OTHER STRUCTURES 9, 8" & 6" WATER SHRUB MAIN & 8" GRAVITY SEWER • BEAVERWOOD DRIVE STA, 24+00 11, EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAYS AT ANYTIME, E l R, UNLESS APPROVED BY THE NCDOT DISTRICT ENG NEE 10, 12" 12 ►► WATER WATER MAIN MAIN & 8" & 8 �� GRAVITY GRAVITY SEWER SEINER - CARLTON DRIVE- STA. 10+00 TO 15+16.73+ - - TA 1 +00 TO 13+f1.:7± OFF CARLTON DRIVE S 0 12, EDGE OF UTILITY TRENCH SHALL BE NO CLOSER THAN 3 FEET TO THE EXISTING 11, Sit & 6" WATER ")GUY MAIN & 8" GRAVITY SEWER - PILGRIM ROAD STA. 10+00 TO 24+00 1�` EDGE OF PAVEMENT CONTRACTOR SHAI..L USE CAUTION WHEN CROSSING EXISTING STORM SEWERS, 12, 6" 12" WATER WATER MAIN MAIN & 8" & 8" GRAVITY GRAVITY SEWER SEWER - PILGRIM ROAD - STA. 24+00 TO 26+45.57± is CARLTON DRIVE -STA 10+00 TO 13+18.96± C NTRACTOR RESPONSIBLE FOR ESPECIALLY {CLQ STYLE RCP (BELL PIPE) , O REPAIRING OR REPLACING DAMAGE TO THESE FACILITIES. 13, 8" WATER MAIN & 8" GRAVITY SEWER - HAVENWOOD DRIVE STA 10+00 TO 15+04.11+ COURT' -STA. 10+00 TO 14+35.6 14, UPON OWNER APPROVAL AFTER WATER LINE HAS BEE ACCEPTED BY OWNER AND , SEWER I 8 " & 6 WATER MAIN & 8" GRAVITY SEWER - BEAVERWOOD DRIVE/BEACON HILL LOCATE EXISTING METERS/M TER BOXES TO PROPERTIES WHERE EX. WATERLINE WATER METER SERVICE TO EACH PROPERTY ABANDONED, PRQVI E NEW W 14 ' 6" WATER MAIN & $" GRAVITY SEWER •ASHLEY DRIVE- STA. 10+00 TO 21+00 IS BEING T TO EX. WA ER SERVICE ON PROPERTY SIDE OF METER BOX. AND RECONNECT N EX R INESIDEETTER 0 . WATE L EX, WATER SERVICE FORM METERS6 15. " 6►� " WATER & 12�� A & 12 WATER MAIN MAIN & 8" GRAVITY SEWER - ASHLEY DRIVE/CARLTON DRIVE STA. 21+00 TO 26+95.50± ,� _ / AR TON DRIVE - .-)TA. 23+00 TO 26+29,48±DISCONNECT & 8 GRAVITY SEINER PARROTT DRIVE C L MAXIMUM SEWRR INVERTORYtR� SURVEY OF METER BOX AND PERMANENTLY PLUG. REPLACE EX. METER SETTER AND METER PER SPEC IFICATIONS ONCE SERVICE HAS BEEN DISGON CTED FROM 16. 8 ►► WATER MAIN & 8 " GRA VITY SEWER -OFF BEA t W_)OD DRIVE/ BEAVERWOOD C•RIVE -STA, 10+00 TO 23+39.11± WATERLINE CONTRACTOR SHALL COMPLETE RECONNECTION SUCH THAT POTABLE WATER SEiVICE IS RESTORE TO PROPERTY OWNER BEFORE BEGINNING WORK AT PRIOR TOSWITCH OVER, 8 WATER MAIN & 8" Al GRAVITY SEWER BEAVERWOOD DRIVE- STA, 10+00 TO 16+3.36± �, SEPARATE L�?CATIQN. NQTI Y PROPERTY OWNER 18 6" WATER MAIN & 8" GRAVITY SEWER -BENTLEY WOOD LANE •STA, 10+00 TO 17;91.51-�- 15, COMPLETELY REMOVE AND DISPOSE OF EXISTING VALVE BOXE AND CONCRETE NUTS WHEN WITHIN EXISTIN WATER LINE TO . 6 " WATER MAIN & 8 ►► GRAVITY SEWER - • STA. 10+00 TO 13+12.17- JOYDON COURT OVER EXISTING VALVE OPERATING BE ABANDONED. 190 9 8" 6" WATER WATER MAIN MAIN & 8" & 8" GRAVITY GRAVITY SEWER SEWER - HAVENWQOD DRIVE STA, 10+00 TO 14+43.31± - GARRETT COURT - STA. 10+00 TO 12+65.06± 16o REMOVE AND DISPOSE OF EXISTING FIRE HYDRANTS AND COMPLETE Y WATER LINE TO BE LEG WHEN WITHIN EXISTING 6" WATER MAIN & 8" GRAVITY SEWER • PARK PLACE - STA. 10+00 TO 13+41.38± PERMANEN LY PLUG HYDRANT ABANDONED* 20, 6" WATER MAIN & $" GRAVITY SEWER- PAROTT DRIVE •STA. 10+0o TO 23+00± 17, DISCONNECTION OF EX. AC TEMPORARY SERVICE DISRUPTIONS REQUIRED FORD WATER FROM S YSTEM SHALL BE COMPLETELY COORDINATED AND APPROVED BY 21, SANITARY SEWER DETAILS z CITY PRIOR TO DISCONNECTION, NOTIFY PROPERTY OWNERS PRIOR TO DISRUPTION OF SERVICE, DISRUPTION OF SERVICE SHALL BE 229 WATER DETAILS MINIMIZED, 23, EROSION CONTROL/ MISCELLANEOUS DETAILS 18, ENSURE X ST NG TGATE wVALVES PRESSURE HAS REMOVE. SOF EX JOINS OF PIPE EON EITHER SIDE OF VALVE, 19. ALL OTHERWISE INDICATED ON DRAWINGS�ETER PER DETAIL, 20., CONSTRUCTION LIMITS ARE TO THE EDGE OF THE TEMPORARY CONSTRUCTION EASEMENT. NO CONSTRUCTION ACTIVITIES SHALL EXTEND BEYOND THESE LIMITS, IF ADDITIONAL LAND IS REQUIRED FOR BORROW OR WASTE, MATERIAL LAY -DOWN OR STAGING AREAS THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THESE LANDS AND EROSION CONTROL PERMIT. LEGEND LINE r %&Lowwvu 1 ASE STATION) MAXIMUM SEWER SERVICE INVERT R R/W (L. OF SURVEY G LINE FOLLOWING INCREASE STATION) STORM DRAINAGE EXISTIN (D cs CATCH BASIN / 6LET DI aFEs FLARED END SECTION MANHOLES TAIH xi ri mow_ -. - ata+ i swALE -•. -.•. Rock CHECK ow � YET PROTECTION SST FENCE MISCELLANEOUS 3 SHEET NUMBER (LOCATION MAP) OSHEET N11118FR (PLAN SHEET REFERENCE) 1 300' 150' 0 300' 600' 900, SCALE: 1 = 300' PHASE 1 ANNEXATION BOUNDARY o � 0 0 � r / EROSION CONTROL NOTES INSTALL SILT FENCE OVER &AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS, INSTALL SILT FENCE AROUND SPOIL PILES. / 3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/ WASTE PILES AND STAGING AREAS AS APPROVED BY ENGINEER. / 4. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. 5. REPLACE DISTURBED STORM PIPE OUTSET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP WITHIN 15 DAYS OF DISTURBANCE, 6, WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, GLASS "1" RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER. 7, PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER. Be DITCH LINERS SHALL BE PROVIDED IN ALL DITCHES THAT ARE DISTURBED DURING CONSTRUCTION, CONSTRUCTION SEQUENCE(MY$TER MAINS) 1, WATER TO BE INSTALLED BEFORE SEWER, 2, INSTALL ALL EROSION CONTROL DEVICES PER EROSION CONTROL PLAN PRIOR TO BEGINNING INSTALLATION OF NEW WATER MAINS, 3. INSTALL NEW WATER MAINS, TEST AND DISINFECT. 4. UPON APPROVAL FROM CITY, INSTALL NEW WATER METER BOXES AND WATER SERVICES, RECONNECT TO EXISTING SERVICES ON HOUSE SIDE OF METER BOX. 5. THE CITY OF RALEIGH WILL INSTALL METERS AFTER METER BOXES AND SERVICES ARE INSTALLED, CONTRACTOR SHALL COORIDINATE INSTALLATION SEQUENCE WITH THE CITY, 6. ONCE ALL RESIDENTS HAVE BEEN SWITCHED OVER TO NEW WATER MAINS ALL APPLICABLE AC MAINS HAVE BEEN DISCONNECTED FROM THE SYSTEM AND UPON CITY APPROVAL, BEGIN ABANDONMENT OF EXISTING AC WATER MAINS BY FILLING PIPE TO BE ABANDONED WITH FLOWABLE FILL PER SPECIFICATIONS, SURVEY W W8J WATER INIIIIIIIIII1 XI T N EJ8 CHECKED BY: XIS . R NEW Q BENCHMARK D4wv WATER VALVE ►� OU TEMPORARY' SCALE: D4. WATER VALVE (DID NOT F90) HORZ 1" = w TOM VERT 1"=5' C g cm CONCRETEIiIONNT �fH FIRE HYDRANT +*4 • IRON PIPE • a REDUCER/INCREASER 4 0 NUB ` TACK • 004 BLOW -OFF Mr 0 NAL •as awm WATER DIETER • 0 HAL. ` CAP • o wm WATER METER 0 PK NAI • (DW) (010 NOT FIND) 00 C PLUG C CONIFEROUS TREE ,..._.ay_..._,._ WATERl�E----�I....••". ° DECIouO IS TIME U T I L I T I E S © SHRUB €X,I§TM W Opp POWER POLE SEVER Acp LIGHT POLE ")GUY GUY WIRE 0CpED CABLE TV PEDESTAL 0 SSS+ MANHOLE • oTPED�'� TELEPHONE PEDESTAL O oo CLEAN OUT • [IrRays TRANSFORMER SEWER I o FOM FIBER OPTIC IMARICER FLOW DIRECTION ARROW -G- GAS LINE MAXIMUM SEWRR INVERTORYtR� SURVEY EROSION CONTROL LINE r %&Lowwvu 1 ASE STATION) MAXIMUM SEWER SERVICE INVERT R R/W (L. OF SURVEY G LINE FOLLOWING INCREASE STATION) STORM DRAINAGE EXISTIN (D cs CATCH BASIN / 6LET DI aFEs FLARED END SECTION MANHOLES TAIH xi ri mow_ -. - ata+ i swALE -•. -.•. Rock CHECK ow � YET PROTECTION SST FENCE MISCELLANEOUS 3 SHEET NUMBER (LOCATION MAP) OSHEET N11118FR (PLAN SHEET REFERENCE) 1 300' 150' 0 300' 600' 900, SCALE: 1 = 300' PHASE 1 ANNEXATION BOUNDARY o � 0 0 � r / EROSION CONTROL NOTES INSTALL SILT FENCE OVER &AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS, INSTALL SILT FENCE AROUND SPOIL PILES. / 3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/ WASTE PILES AND STAGING AREAS AS APPROVED BY ENGINEER. / 4. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. 5. REPLACE DISTURBED STORM PIPE OUTSET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP WITHIN 15 DAYS OF DISTURBANCE, 6, WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, GLASS "1" RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER. 7, PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER. Be DITCH LINERS SHALL BE PROVIDED IN ALL DITCHES THAT ARE DISTURBED DURING CONSTRUCTION, CONSTRUCTION SEQUENCE(MY$TER MAINS) 1, WATER TO BE INSTALLED BEFORE SEWER, 2, INSTALL ALL EROSION CONTROL DEVICES PER EROSION CONTROL PLAN PRIOR TO BEGINNING INSTALLATION OF NEW WATER MAINS, 3. INSTALL NEW WATER MAINS, TEST AND DISINFECT. 4. UPON APPROVAL FROM CITY, INSTALL NEW WATER METER BOXES AND WATER SERVICES, RECONNECT TO EXISTING SERVICES ON HOUSE SIDE OF METER BOX. 5. THE CITY OF RALEIGH WILL INSTALL METERS AFTER METER BOXES AND SERVICES ARE INSTALLED, CONTRACTOR SHALL COORIDINATE INSTALLATION SEQUENCE WITH THE CITY, 6. ONCE ALL RESIDENTS HAVE BEEN SWITCHED OVER TO NEW WATER MAINS ALL APPLICABLE AC MAINS HAVE BEEN DISCONNECTED FROM THE SYSTEM AND UPON CITY APPROVAL, BEGIN ABANDONMENT OF EXISTING AC WATER MAINS BY FILLING PIPE TO BE ABANDONED WITH FLOWABLE FILL PER SPECIFICATIONS, C z 0 0 Lu amom uu z 0 F -- i w z �i 0 � 0 0 Lu z w m 1 DESIGNED BY: W W8J DRAWN BY: W EJ8 CHECKED BY: wai PROJECT NO.: b - DATE: W ~ •�-�+ ch SCALE: HORZ 1" = w VERT 1"=5' C cc 0 tko •CD Z M cr) LLJ z actcyl C) d. M ' 00 L1JUJ C> W C z 0 0 Lu amom uu z 0 F -- i w z �i 0 � 0 0 Lu z w m 1 DESIGNED BY: W8J DRAWN BY: EJ8 CHECKED BY: wai PROJECT NO.: 2466 -AJ DATE: NOV. 2007 SCALE: HORZ 1" = w VERT 1"=5' SHEET Z OF 23 2 Public Water Distribudon t ExUnslon System The c�qr a RsNl�h a th. QonMatwn OW�ubnsan of tlwr Clgrti puWlo wrlK Wig" +a Shoo oe Oft Yn. The num WA60"W0m 10 mN1�oiM wed for tld� MMndbook. lua � tlr Ql4rs cJ101i11141JWHMs O-p�rAn� Pam i Autlw�p�lon a aon�+n�ot M1� Public ftwer cou"tion t Exlenelon System rno cny Of RaWOh ooh m th. oa".atloe and .Xd nNon of 11w Clgr's P� NMr�r �y�m M �howu on WN pie. '1'Ir mt/NW aid � w m�tl�eds ed dor Wls pro�at N�11 aoNorm s1Nld�rd� end tp�o�o� W M� ��41ti U��s Huaalbo0k. CNy M RaNIpM PubYa tItlI" WW1 Auqi-oeiz- 101oa to Calei truet ANTI -SEEP COLLAR Woods •' � ,' . r ' i ssM1l 20"TEMPORARY 0d CONSTRUCTION EASEMENT • ; ' .' 1L / ♦ /• , 'rte �� _ O ,• ' � 20'CITY of RAi�GH --. -- -- -. -� ` we tl S � S � EASEMENT nds / • • / \ we ♦ .. � C, Q�51� ANTI -SEEP COLLARItof S •.. , ,,�' .., /C of Buffered Stream EXIST, MANHOLE BEGIN STA, 10toQ.0oMANHOLE � NSl\ r . M OLE 'N04 27 MANHOLE NO, 28 • ' �� . �4� � �. .�`.� .� NOTE= AN ANTI -SEEP COLLAR SHAI.I. BE PLACED AT THE GOWN STREAM (UTILITY LINE GRADIENT) WETLAND BOUNDARY AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND. 50 25 0 50 100 150 , V.�'•';_- 1 TA. 19+26,79 1 9 65 woods '� .�,;. 8 42 3 236 7 12 ti ♦ STA, �• • 11 4• '!1° 2436" NEW 8" SANITARY SEWERN. i I _ --- MANHOL N0. 26Exist. Stream�6 er ' ♦ �` E ` T MPORARILY REMOVE FENCE ' ' t NL 5'` Zone 1 Boundary �'',�, _�'-''> ,! Property of t5 I.D.) •� . City of Roleigh - �R CONSTRUCTION j • , f DB 8232 PG 624 STA. 15+524,04 --_. Gy 0 $510Vv,- .. PIN 1737359124 A41730 24.. • Exist. Stream Bu fer Pro erYebbl of .� Zone 2 Boundor Hunte, , e BLD v i .. •• O8 8517 PG 713 `. • -- , • ,, � �' e Pro •. 'r ,' f • � 1 e erty of PIN 1737444547 Fer uson, Chris to her Darnell •;1 6 LS `-. Woods g P. / .� Fairchild Jessica Ann DB 6769 PG 457 20' CITY OF RALEIGH Woods % ANTI -SEEP COLLAR PIN 1737443642 • ,- ."imp _ _ - -- S.S, EASEMENT Property of �_�; ' Sarker, Francis & v ~-- _... _ 20 TEMPORARY -- ._ -- -� ..-- /Z . OB 9 �72y PG 291 �` - -- -- - HSE 7309 ' --- ,.� -- ,... -• PIN 17374 42634 _ - FFE-202.47 CONSTRUCTION EASEM T �•' , Lop dscape '~ roper y o • - _ _ .- - ._ _ _ ._ Moss, An thouyy Wade ' , • - / _ _ IABLE WIDTH ALONG x x DB 4564 PG 301 r l , .1• _ „ . __ . ._ PIN 1737445521 MANHOLE NO, 25 _ _ - - - - __ _ �• ,..-• Property of P QPERTY LINE 18 y j i �' . - - -_ _ . _ Mills, An thong R. & (5'16D*) • , . - - - P. 10" Tree HSE 7313 I ! _ , - '� _ Lesia 77 FFE=202.28 • .� ,� -; DB 6019 PG STA, 13+83.24' ,� ! ! - - _- — , -- -- _- _ - _ - PIN 1737441624 - �, �f 1. DC3`. ...�-- --... --- --- n co 0 10" Holly _ � ,/ �' ' .- '� ", ,,.. :• ' ,•'� ,b•.. , r Property of A QID DISTURBANCE TO FENC }ST, WATER MAIN - , , • .....205 . _ ._ - Sm ith,Flo dG.HSE 7305 0 2-18" OakD1241 �c G. DU ING CONSTRUCTION ti 24 =' oak 0 BE FILLED ACE • .r- .� r ' _ - .+ PIN 1737440613 FFE'=208.10 0 2-18" Oak PP w/Guy • I .-- _ �_ NE x 50' T MPE�R Y ST HSE 7317 \ 2-18 Oak FFE 207.92 � MOLE NO 30 ./ / -Property of NSTRUCTION E TR C ' --' Leach Samuel L. o t5' I,D,) .�'' 1 t { t� PG 4 36 HSE 7301 N 16 -•-, / , , � ;. ;4 De 82,9 W WATER MAI f ! • �:.�. PIN 1737349622 FFE 212.80 c 4�N STA. 22+27,21 cn G INS E R/ W, TYP.) • •... ° Woods .. ; _ v• 186 27 Q0 Wo s � , % Property of •: • •' oa, �' 1 Woods q' MANHOLE NO 31 ' p y , _• Eban H em & Ythan out \ \ 1 _ _.. 14 ' y G 670 \ ' : �' �' " '°� 0 30" Oak o D 667 P 1 Property o f PIN 1737348622 ' �� i 'S T /�, ;� ♦ 3 6 , $ % Bowfin, Lawrence D. & \ __ -- 4181 39'36" Linda N. ` HSE 7245 ; .' - •` . O DB 2138 PG 179 FFE-213.68 \ - - r _ - 3 Shr 0 0 17 734 7624 \ \ PIN 3 _ o _ ...... ain.w �.. �� ,/� M � _. � V Q �. INV. - HSE 7241 _ _ __ ` ti p , -- \ \ ...... , 206.61 .84 N ' FFE214 INV. ° PEN \CUT ;� 205.51 p ` N\ \ •.. f - - _~ �• /�.w ~•~ �"� �, _ �I INV. � i ° � _ .• ` .. - --" ...' •.... �' � �t 204.6 .� .�_ F Q ! -• ` - Hodge ` "' `,- ..r 2 1.22 HSE 7237\ -000 41 FFE=216.01 -- f , ' ROCK C ECK DAM „ Z -- \ (TYP,) �,� �•I ,-� - -10,29INLET PROTECTION MANHOLE Cv (5` I.D.) (TYP,) HSE 7233 HSE 7308 A 1+fi 0 NEW 10 x110' CITY OF �. 1 1 _ -' _- w d� - F= 9.00 S T, 2 2 8 -, A, 1 _ ..�. - _- - �� _ , _- - _ _ � - + _ , F E 22 ,* ' 48" RALEIGH S.S, EASEMENT . - _ _ - NEW 10'x130' CITY OF :0 RALEIGH S, S, EASEMENT ..• .i/ r , • ..._-- _ HSE 7304 1 _ �.. ,,. - .r , ., ,• • -'''r '� FFE-210.95 _00\ z 0 LLJ W w i DRAWN BY: i CHECKED BY: WSJ � 0 2466 -AJ ANTI -SEEP COLLAR Woods •' � ,' . r ' i ssM1l 20"TEMPORARY 0d CONSTRUCTION EASEMENT • ; ' .' 1L / ♦ /• , 'rte �� _ O ,• ' � 20'CITY of RAi�GH --. -- -- -. -� ` we tl S � S � EASEMENT nds / • • / \ we ♦ .. � C, Q�51� ANTI -SEEP COLLARItof S •.. , ,,�' .., /C of Buffered Stream EXIST, MANHOLE BEGIN STA, 10toQ.0oMANHOLE � NSl\ r . M OLE 'N04 27 MANHOLE NO, 28 • ' �� . �4� � �. .�`.� .� NOTE= AN ANTI -SEEP COLLAR SHAI.I. BE PLACED AT THE GOWN STREAM (UTILITY LINE GRADIENT) WETLAND BOUNDARY AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND. 50 25 0 50 100 150 , V.�'•';_- 1 TA. 19+26,79 1 9 65 woods '� .�,;. 8 42 3 236 7 12 ti ♦ STA, �• • 11 4• '!1° 2436" NEW 8" SANITARY SEWERN. i I _ --- MANHOL N0. 26Exist. Stream�6 er ' ♦ �` E ` T MPORARILY REMOVE FENCE ' ' t NL 5'` Zone 1 Boundary �'',�, _�'-''> ,! Property of t5 I.D.) •� . City of Roleigh - �R CONSTRUCTION j • , f DB 8232 PG 624 STA. 15+524,04 --_. Gy 0 $510Vv,- .. PIN 1737359124 A41730 24.. • Exist. Stream Bu fer Pro erYebbl of .� Zone 2 Boundor Hunte, , e BLD v i .. •• O8 8517 PG 713 `. • -- , • ,, � �' e Pro •. 'r ,' f • � 1 e erty of PIN 1737444547 Fer uson, Chris to her Darnell •;1 6 LS `-. Woods g P. / .� Fairchild Jessica Ann DB 6769 PG 457 20' CITY OF RALEIGH Woods % ANTI -SEEP COLLAR PIN 1737443642 • ,- ."imp _ _ - -- S.S, EASEMENT Property of �_�; ' Sarker, Francis & v ~-- _... _ 20 TEMPORARY -- ._ -- -� ..-- /Z . OB 9 �72y PG 291 �` - -- -- - HSE 7309 ' --- ,.� -- ,... -• PIN 17374 42634 _ - FFE-202.47 CONSTRUCTION EASEM T �•' , Lop dscape '~ roper y o • - _ _ .- - ._ _ _ ._ Moss, An thouyy Wade ' , • - / _ _ IABLE WIDTH ALONG x x DB 4564 PG 301 r l , .1• _ „ . __ . ._ PIN 1737445521 MANHOLE NO, 25 _ _ - - - - __ _ �• ,..-• Property of P QPERTY LINE 18 y j i �' . - - -_ _ . _ Mills, An thong R. & (5'16D*) • , . - - - P. 10" Tree HSE 7313 I ! _ , - '� _ Lesia 77 FFE=202.28 • .� ,� -; DB 6019 PG STA, 13+83.24' ,� ! ! - - _- — , -- -- _- _ - _ - PIN 1737441624 - �, �f 1. DC3`. ...�-- --... --- --- n co 0 10" Holly _ � ,/ �' ' .- '� ", ,,.. :• ' ,•'� ,b•.. , r Property of A QID DISTURBANCE TO FENC }ST, WATER MAIN - , , • .....205 . _ ._ - Sm ith,Flo dG.HSE 7305 0 2-18" OakD1241 �c G. DU ING CONSTRUCTION ti 24 =' oak 0 BE FILLED ACE • .r- .� r ' _ - .+ PIN 1737440613 FFE'=208.10 0 2-18" Oak PP w/Guy • I .-- _ �_ NE x 50' T MPE�R Y ST HSE 7317 \ 2-18 Oak FFE 207.92 � MOLE NO 30 ./ / -Property of NSTRUCTION E TR C ' --' Leach Samuel L. o t5' I,D,) .�'' 1 t { t� PG 4 36 HSE 7301 N 16 -•-, / , , � ;. ;4 De 82,9 W WATER MAI f ! • �:.�. PIN 1737349622 FFE 212.80 c 4�N STA. 22+27,21 cn G INS E R/ W, TYP.) • •... ° Woods .. ; _ v• 186 27 Q0 Wo s � , % Property of •: • •' oa, �' 1 Woods q' MANHOLE NO 31 ' p y , _• Eban H em & Ythan out \ \ 1 _ _.. 14 ' y G 670 \ ' : �' �' " '°� 0 30" Oak o D 667 P 1 Property o f PIN 1737348622 ' �� i 'S T /�, ;� ♦ 3 6 , $ % Bowfin, Lawrence D. & \ __ -- 4181 39'36" Linda N. ` HSE 7245 ; .' - •` . O DB 2138 PG 179 FFE-213.68 \ - - r _ - 3 Shr 0 0 17 734 7624 \ \ PIN 3 _ o _ ...... ain.w �.. �� ,/� M � _. � V Q �. INV. - HSE 7241 _ _ __ ` ti p , -- \ \ ...... , 206.61 .84 N ' FFE214 INV. ° PEN \CUT ;� 205.51 p ` N\ \ •.. f - - _~ �• /�.w ~•~ �"� �, _ �I INV. � i ° � _ .• ` .. - --" ...' •.... �' � �t 204.6 .� .�_ F Q ! -• ` - Hodge ` "' `,- ..r 2 1.22 HSE 7237\ -000 41 FFE=216.01 -- f , ' ROCK C ECK DAM „ Z -- \ (TYP,) �,� �•I ,-� - -10,29INLET PROTECTION MANHOLE Cv (5` I.D.) (TYP,) HSE 7233 HSE 7308 A 1+fi 0 NEW 10 x110' CITY OF �. 1 1 _ -' _- w d� - F= 9.00 S T, 2 2 8 -, A, 1 _ ..�. - _- - �� _ , _- - _ _ � - + _ , F E 22 ,* ' 48" RALEIGH S.S, EASEMENT . - _ _ - NEW 10'x130' CITY OF :0 RALEIGH S, S, EASEMENT ..• .i/ r , • ..._-- _ HSE 7304 1 _ �.. ,,. - .r , ., ,• • -'''r '� FFE-210.95 _00\ z 0 LLJ U..+. 0 •QC z J C) tx U CC 1./ 2 7 W X CL I z 0 w z z CO 0 8 LLJ9 z LLJ W w WBJ DRAWN BY: CC CHECKED BY: WSJ � 0 2466 -AJ DATE: <W r --i 3: O HfJRZ 1" = 50' w0 `"�'' L3 cn ► �G.. CC cy C)00 Cr. F CM >aLUQ Cn a m aw zo LU o z CO r-4' z IN pe OR CC W •�-' Cf 00 W � FmI.w. z MII . w�F4-- [a M. I z Q W W U..+. 0 •QC z J C) tx U CC 1./ 2 7 W X CL I z 0 w z z CO 0 8 LLJ9 z LLJ W WBJ DRAWN BY: CHECKED BY: WSJ � 0 2466 -AJ DATE: NOV. 20 }7 3: O HfJRZ 1" = 50' w0 cn 3:: Cr. >aLUQ Cn aw zo LU o c) z IN pe OR 00 w�F4-- [a M. I Q W C/) �S Q 111111. 1 a0 m mean" ril UNEMM MARI I IMAM --new I MEMO I IM1M Elm M Elm IM10 mus M M min MImM I 111110 111111 M IM10 Vi &A 2 111 J154 M IM10 MIN I111110 IMlM Elm ML IM10 I11111 Mlllll�al��Fl��IrJi��Y��Ml■��1� � ��1■�� INER1�� I��■1■1�0i�� Mw ��L��/!!T!�lf��7� 1��`��■i7■1■ �1 �I�ViG9fi!1�■1�II�f��1��i�� IMIM��A!!�!Il��■1■��1�',;..!�lIM�lM�1� - IBM!��Ile�. ��II�IIii��IM1M��C�t��■1■��1��____��"_ wm�91 �n �qzg - sm NINE HEIM��1�� 1 MW�.�"��'� ��■�d�1�F�� 111��11��1�� i�!�!It:�; SM��L'�i sem. �l�S��i•�11110 I�M��i�� him 0- M NINE OEM��11��l1l�L��Ir�..++-�.�.��L7■��I��I�R�� NINENINE MM�i�i�� M Nis No 11611111101 r I I rm" 11 MAL No LIMI ��i��L�� OWN. 6M MM 11 MR- U..+. 0 •QC z J C) tx U CC 1./ 2 7 W X CL I z 0 w z z CO 0 8 LLJ9 z LLJ DESIGNED BY: W WBJ DRAWN BY: CHECKED BY: WSJ � 0 2466 -AJ DATE: NOV. 20 }7 3: O HfJRZ 1" = 50' w0 cn 3:: Cr. >aLUQ Cn aw zo LU o c) z 00 w�F4-- Q W C/) �S Q a0 m DESIGNED BY: WBJ DRAWN BY: CHECKED BY: WSJ PROJECT NO.: 2466 -AJ DATE: NOV. 20 }7 SCALE: HfJRZ 1" = 50' SHEET 8 OF 23 col D%IX Aa NEW 8"x8"x8" TE FF NEW 8" GATE V It Box TBM •2 Exist. PK INLS Ele v. - 2q8.25 0 0 w/Guy WM,•` 00 0 wit wow X oN ~ %I Q MANHOLE NO. 32 1 M•. (5' I,D,) I L` STA. 24+35,11 .x.182 ° 46' 48" W , ' Property of Property o f Baibuenat Pedro & Gra Sidney� Ill & Hristie Qalsueno Property of Nemo -V. DB 9835 PG 423 I Buchanan, Denise & Neil opert of P1N (737446490 PIN 1737447385 DB 7923 PG 361 10' TEMPORARY CONSTRUCTION a,�, Paul E. & P/N 17374 48390 � I EASEMENT kle 7 Qelor�s 8 137446406 HSE 7405 MANHOLE N0.41 MANHOLE N0. 42 �/ 1 FFE•228.82 HSE 7409 "-- -- .._._ STA. 38+39.36 END STA, 38+75.4 ± HSE 7405 HSE 74 01 l FFE•226.66 . •M.. •.-.- •.- ,M'r.5 2:4269w 40 12 FFE-21763 eiD' TEMPORARY ...�, ` "- '�,� "� ,, `�� '�' (11, Ib , '321 EXI T, MAIN NEW FIRE HYDRANT / CONSTRUCTION EASEME T �� t- •-- �` . ilii 1! � I _,,�„ HSE 731 D � """ --`-.. ,,...., ,` • '` . , ,, � `` ; . • ,: � . •, 1.04 TQ BE FILLED IN PLACE �� ASSEMBLY (TYP.) 20' CITY OF RALEIGH --235 FFE•236.55 Proper of NLS ' Adams, Carol curb ough ; r ! ! i ' ! \• NEW 6 WATER MAIN ! / \ \ S.S, EASEMENT .� D6 4046 PG51 WOFF W o a` i ' PIN' 1737543015 „rte Property of '� 1 1+ o Q s Dexter A. NEW 8 x6 REDUCER r ,c, / Bala to Q- i B 112796 PG 151 HSE 7309 • `L i 0 id DB 17374 4 914 8 FFE-235.20 ..--- -- Z Z Lr3 0 ft"ImmCnO ...�. co) cw> LIJ iz CC Cr. ..�. 0 um um NEW 8" GATE VALVE ,•r, o . 1 � AV 0 Uf�B ANCE T 0 F C E , _ . _ ~. ._ �_.... r • .• � 1 , �, , r \ ' Box 11 s\ l , , ..• •", i rf . / N : a •\ �' NEw 8 M (PED �\ .. _ r SE 741 \ , .�.--- �� WATER N P .. CPED F -218. 1 ._._- iNG NSTRUCTION ; __ / Propert of # ! \ W� - < • y E - -_ - �s ter, Su an Woods r m Buffer _..�Ile, Est. St ea T � ' ..- ' - ', '�. Z e 1 Boundary \201 1� � ..- �r .��.,,. ---.' , .� � .•� � . � CO Bernice C. f�eoumeRe� Qy NEW X 50 TEMP TONE D8.40638 PG 1940 r '� f V , ' ? '• '•�, ',, ", �•• -• `'"' `� •' M Exist. tream Quffer ONS RUCTION ENTRANCE ' . C Pro erty of �� .� �f'lN 1737536'330 �\ � \• ` r -- -- �- _ _ Z 8oundor � HSE 7308 Ellro tt, enne th Ray & r__ yWM \ - - _ (TEMP RARY PIPING WHERE N EDED� �' FFE 232.68 Betty s j ! 1 ..�. wVieo _ ,� E -;L `� _ - _ DB 2054 PG 279o/ N , /� - MANHOLE N0.37 - � .. \\ PIN 1737533934 a �r an lye s s' '401'�I STA, 30+9939 �'• ,W _... _ �. Z • 6� w 1 MANHOLE NO. 38 / ._.,-� ._._ ,• , -, ' ! ! " OPEN CUT t'n 111,�[ Woods 415? 3325" ••• �8C�1�l3t'MVCaQ + c •.�. i NL a� ''• �• :o��y STA. 32+48,15 ARIABLE WIDTH ALONG 48'CA.X cIvP ='`' lE. `, , IN �? - '�� --�� 236° 28' 12" PROPERTY LINE _.-- INV. =202• V O `•• -- >�w/ l rr'.+. j O ` •'. ..� '•` �r =. ~ ••� ` \• 16� �� /� -. F ,• 4' • •�• �'/�� ° %•• • r , i 4 P - qa i ti. ` Pro•. 8/. t of •, I /-� .,�4 -'-- -•--- - INV. - o t , P Y , ° co - _- _ MANHOLE No, 39 ; D 2 / 1 _ ` VGulbrdfk Thoma-.Glarenc�-.& INV. - 0 � 210.52 �- , _ _, W _ R \ � �/ '(o +� 1 -doQn II . •O • � ,. , , 219.0 WM o , ^ - - . / P , _ _ „ - _ # # B 2323 PG 39'' ; _ _ - STA. 33 + _ - 24 CMP V. _ - V Wow 3©-P.rr<� -__ _ 1 , �, C 1 (� Pro gr t o f CO � � INV. •, ---�.. �. '_ = j �. � J . i M( 1737541007 •S&D Fos �er fy�rrrit LLC - ISE 2317 I INV. •203.4 4 205.74 0 WM 208.4 4 h N -. Q V. - 1 -- -- ` ` ', t ` ~..4134" 6' 36" D3 8408 PG y5`74 FF 1 .9 4 Cre la �t/e 206.92 ♦ �-�. \ , + -- � --� C y t P1N 1737535773 � ; -/•. _ M P 1 cN _ - - f' Pr ipp erty of 3 / .� `OV •..., _ , N , N Ramirez Vazquez, Jose & �, ,...-- '"r y _ Nt 5 Ramirez- Vaz uez, or Contreras _ --� `` i H N0, 33 MANHOLE NO. 35 _ A. -_ g- CITY OF/ R EJGH ' MANHOLE HSE 7410 3 _ ! i DB 84,24 PG 326 MANHOLE NO, 4 / �- , % �� - -- -• +_ _ _ 73753382 V - MANHOLE N0, 34 ' � •\ � _ PIN 1 2 / (5 I,D,� +25.45 , FFE-218.4 _ _ _ , ' S.S, EAEMEN r 0 STA. 28 .,�q{\'j R/ f US 4 1 STA, 26+85.44 ° 1 1i _ OPEN CUT STA. 35♦60,94 f 1 + 4196 02 24 1 11 - •' • - - I TA, 25 80.42 roperty of o 1 11 • ' " , C tillo Luis & Mar to ZQ ' O 0 0 '-......, ,• ( ' • , 4 •� 170 45 00 � �, a -�. •; �74 31 48 OB 12751 PG 2639 \ / N.Oogw _ ._.•, •. �- ,N T R AC T UR SHALL IN HSE 7304 I PIN 1737448150 2 - " CMP f FFE=232.00 I i EW WATER AND SEWER .., , 9TRUB EXISTING PROP • HSE 7408 - _ • • .8 10'TEMPORAT� ER VICE (TYP,) FFE-217.80 MANHOLE N0, 36 4 - Do w ds o M ►TON�TRUCTION EA EMENT ! ; Proper of INLET PROTECTION MANHOLE 0.35A ♦ ° Cain, Rober 1� G. Jr. & Lon c p ' g Prop an 0 STA. 29 20 :t • b• • e , ...' • 1 I Kimberly B. o ..: . .• .. 1 t TYP a _ 1 1� 2 8" Crepe yrtles „ r r 7 •� • , ; ` t i ! ! 1 ' ! STA. 28+5 .44 42 1"�1 48 15 Crepe My a DB 9946 PG 22 ••• 1 i N , , } .0001- PIN 1737530857 -Ile : _ HSE 74 04 13611 NEW 8 SANITARY SEWER 1 1 30.,-_ _ ... - NEW 20 x 50 TEMPORARY S . • NL ••�, ! o i 3 ! i i ! 1 HSE1 731 ' FFE 223.07 ro er t o f ! �. ! ` { ! �! l P P N� T R U C T I O N E �, �, 0 ,,,,.� _- , I jFFE 251, 2 HSE 7308 Cos tea Brondon MANHOLE N0, 36A _ r FFE-216,21 p8 10546 PG 2150 (EMPORARY PIPI G WHERE EEDED) �" ....;,; ""EIS ' ' ' ' ! ;` •' J PIN 17374 4 7122 TA, 30+07.65 '• y•� a v \ • . • ► I ' ' ! S HSE 7301 ` 1 0331011 1 11 FFE-233.39 �--- :• `' ..• U V HSE 7300 Property of 416810 33 0 v Westcott Michael R.0 s' �� `�•+ i = FFE-228.02 Westcott h4risitie Denise �u j DQ 10675 PG 1285I If PIN 17374 46114 j � t Public Water Distribution ! Extension System w The CHV of Ralph aoniant� to the connoctlon and of #W CW4 po k waur systrm as shown on d* plan. Tin rnOMM and Como mcdon methods wad for Ole project "I c So the andone of as Cat's PLMG udift i�ndbooi�. City of Ral*idh R U DsRMat ft f d 50 25 0 50 100 150 TBM 102 XIST, PK NAIL IN ROADWAY, STA, 24+59.151 LT! EL - 208.2, otruct Dow Public Sewer Collection 1 Extension System The City of wbgb aonsab to an connection ana.xf.nsion of the CKy's Publk "wr y►abm as shown on this plan. The aabrW and caistnuciflon nrllads used to this project *hall cootam to fM standwds snd spwNkatlons of tM Cigl's PuWk Wlltlw liWndbook. City of win PUM uuM.s o.o.ru,.ntwMN 0 AuaaI'm atlon t coesauct Dow 0Proper f ' / Slade I Gar Ra DB: 67 G 47 PAIN 1 375 455V NEW 20' x 50' TEMPORARY STONE10 ! l� CONSTRUCTION ENTRANCE (TEMPORARY PIPING WHERE NEEDED) 201 TEMPORARY CONSTRUCTION EASEMENT 20' CITY OF RALEIGH S, S. EASEMENT +I Ln * N UJ J cc � Ct..) CV Ll! w Cl: p mom 00 Z U �J LLJ C/)ZCLW 41111111111�� : C00 MEMO M661 .-J X AIM • f"` w. t' 2 CL) cc ' z a M t: LLJ x H- _ LIQ.. MEMO :. ` co I F.W W) cc Z ad 06 t/ U. 0 Z CIO UJI >o 0-.. CO Q 8ca Q �- aG oc W MAU F. UJ F� �� , Q o Q LU m to LU W M r, a UJ Z 00 CO 0 0 1. 1 PAN! LU cap L DESIGNED BY: WBS DRAWN BY: Its 9-M EJB CHECKED BY: WBJ PROJECT NO.: 2466 -AJ DATE: NOV. 2007 SCALE: HORZ 1" = 5a VERT 1y •= 5' SHEET 9 OF 23 MIN M!0111�1100 AIM win moll 9111111 E a "M oil �min MAIN! 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CV Ll! w Cl: p mom 00 Z U �J LLJ C/)ZCLW 41111111111�� : C00 C.) .-J X . • f"` w. t' 2 CL) cc ' z a M t: LLJ x H- _ LIQ.. :. ` co ..J W) cc Z ad 06 t/ U. 0 Z CIO UJI >o 0-.. CO Q 8ca Q �- aG oc W UJ F� �� , Q o Q LU m to LU W J V 1-- Ll! L > Cl: p �:: ..�. Z UJ LLJ C/)ZCLW 41111111111�� : 0 > .-J X - Ln 2 +' z 0Cad � C8 ..,•J H- _ LIQ.. Lit < 8 co LJL 0 - cc Z ad ft%'- t/ U. 0 � � UJI >o � C CO Q 8ca Q �- aG �� , Q o Q LU m to LU UJ Z 00 CO 0 0 LU DESIGNED BY: WBS DRAWN BY: EJB CHECKED BY: WBJ PROJECT NO.: 2466 -AJ DATE: NOV. 2007 SCALE: HORZ 1" = 5a VERT 1y •= 5' SHEET 9 OF 23