The URL can be used to link to this page

Home My WebLink About20071083 Ver 1_Site Plan_20070620 07-1083 PUBLIC UTILITIES DEPAR CITY OF WILMINGTON, NORTH iTMENT H CAROLINA NORTHEAST INTER FORCE MAIN REL CEPTOR 2 4 LOCATION N ~~a az Qp +a ar~ S O G~ 17 Z o~ d ~ SS ~S~ ~~R,, ?~N Ni , ~ ~ 17 ~ w 100 a ~ q~, ~ cr) r~ ~ ~ O Q q~~ g 0 ~ 42 ~ ~ O LL n 5~, 1~ `~~p c,'~~~~ PROJECT ~ o LOCAl10N cf) c`~' od ~ W REVISIONS Cf) 2 ~ a NOT TO SCALE m ECT LOCATION D m D O N0. DATE DESCRIP110N BY This document. together with the concepts and designs presented herein, as an instniment of services, is intended only for the specific purpose and client for which it was fed rt . ; was dent r.- PREPARED IN THE OFFICE OF: prepared. Reuse of and improper reliance on this document without written authorization and odaptation by Kimley-Horn m lorn and Associates, Inc. shall be without liability to Kimley-Hom tom 20"149, and Associates. Inc. Copyright Kimley-Hom and Associates, Inc.. 2007 or~w~c~ SEAL: ~ ' DATE: JOB NUMBER: s ~ ~~v ~n~~•e s w ~ . ~ w e~~ ~ w n~~~c Ance r.v. CvA IL xrv~ rw.=RXn, ~vvn ~ n ~.~?nvu~vH ci v~ uv~ PHONES 0919) 677-2000 FAX= (99) 677-2050 I JUNE 2007 I 1011335022 ABBREVIATIONS INDEX T4 SHEETS PROJECT NOTES GENERAL NOTES 20. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO ORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND PUBLIC. THE C 1. ALL WORK SHALL COMPLY W17H APPLICABLE STATE. FEDERAL. AND LOCAL CODES, C~NIROL AND ERECT AND MAINTAIN AT ALL 11MES D AND ALL NECESSARY LJCENSES AND PERMITS SHALL BE OBTAINED BY 7HE TEMPORARY SUSPENSION OF WORK SUITABLE BARRIE CONTRACTOR AT HIS EXPENSE. UNLESS PREVIOUSLY OBTAINED BY THE OWNER AND ADEQUATE PROIECTION~ INCLUDING FLAG MEN AND W PROVIDED AT THE PRECONSIRUC~ION CONFERENCE. THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENG CONSTRUC110N SIGNAGE SHALL BE IN ACCORDANCE 2. DEVIATION FR~i 1HESE PLANS AND NOTES WIINOUT THE PRIOR WRITTEN CONSENT 'CONSIRUC110N AND MAINTENANCE OPERAl10NS SUP OF THE OWNER OR HIS REPRESENTAl1VE OR THE ENgNEER MAY BE CAUSE FOR UNIFORM 'TRAFFlC CONTROL DEVICES" BY THE NCDOT. THE CONTRACTOR SHALL PROVIDE TRAFFIC IMES DURING THE PROGRESS OR AB ANCHOR BOLT FAB FABRICATE MAINT MAINTENANCE s soun~/s~oPE SNOT DESCRIPTION BARRIERS, FENCES, SIGNS OR OTHER AC ALTERNAl1NG CURRENT/ FdcC FRAME AND COVER MAIL MATERIAL SAN SANITARY SBL SURVEY BASELINE AND WATCHMEN AS NECESSARY TO INSURE ?SE ENGAGED IN THE CONSTRUCTION WORK. ASBESTOS CEMENT FdcG FRAME AND GRATE MAX MAXIMUM ACT ACOUSTIC TILE FC FLUSHING CONNEC110N - MECH MECHANICAL scH SCHEDULE 1 COVER SHEET ?ANCE WITH THE LATEST EDITION OF AD AREA DRAIN FD FLOOR DRAIN MEMB MEMBRANE ~ STORM/SITE DRAIN IS SUPPLEMENT TO THE MANUAL ON NCDOT. ADDL ADDI110NAL FDN FOUNDATION MET METAL SECT sEC~oN 2 INDEX, GENERAL NOTES AND ABBREVIATIONS THE MIbRK TO BE UNACCEPTABLE. ADJ ADJUSTABLE FE FlRE EXTINGUISHER MFR MANUFACTURER SERV SERVICE 21. AlL MATERIAL CLEARED AND GRUBBED BY THE CONT 3. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO NCDENR REGULATIONS. 1HE WORK. SUCH AS 1REES~ VEGETATION. FENgNG~ E AND TO qTY OF NALMINGTON REGULA710NS~ STANDARDS. AND SPECIFlCA?IONS. OF THE CONTRACTOR AND SHALL BE PROPERLY DISP APPROVED DISPOSAL SITE. RECEIVE CIN APPROVAL 4. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE qTY OF WILMINGTON PUBLIC E CONTRACTOR IN ORDER TO CONSTRUCT AFF ABOVE FlNISHED FLOOR FF FlNIS'hl FLOOR MG MIWON GALLONS AGGR AGGREGATE FH FlRE HYDRANT MGD MIWON GALLONS PER DAY SAY sFW SQUARE FEET 3 OVERALL PLAN AND PROFILE ICING, ETC., SHALL BECOME THE PROPERTY _Y DISPOSED OF OFF-SITE AT A STATE AL ALUMINUM FlN FlNISH MH MANHOLE SHT SHEET )ROYAL FOR ANY LANDSCAPE REMOVAL. ALLOW ALLOWANCE/ALLOWABLE FlX FlXTURE MIN MINIMUM si SQUARE INCH 4 PLAN AND PROFILE STA 256+85 TO STA 268+50 U11Ul1ES DEPARTMENT. 22. IMMEDIATELY PRIOR TO DISTt1RBANCE~ CONTRACTOR S INCLUDING EACH DRIVEWAY, SIDEWALK. ETC.. TO BE D 5. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM RESTORED TO ITS ORIGINAL CONDITION OR BETTER. CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE. OF NALMINGTON PRIOR TO WORK. ?CTOR SHALL VIDEOTAPE SEWER ALIGNMENT ALT ALTERNATE FL FLASHING/FLOOR MISC MISCELLANEOUS SIM SIMILAR SJ STEEL JOIST rO BE DISTURBED. EACH SHALL BE APPROX APPROXIMATE FLEX FLEXIBLE MJ MECHANICAL JOINT ARCH ARCHITECTURAL FLG FLANGE MLDG MOLDING I'TER. VIDEO SHALL BE SUBMITTED TO CITY ASB ASBESTOS FLUOR FLUORESCENT MO MASONRY OPENING sQE~ souaR~ A~~ 5 PLAN AND PROFILE STA 268+50 TO STA 280+00 ASPH ASPHALT FLXC FLEXIBLE CONNECTION MOD MODIFY/hiIODIFlED ss SANITARY SEWER 6 PLAN AND PROFILE STA 280+00 TO STA 291 +50 6. ELEVAl10NS SHOWN ARE BASED ON NGVD 29. HORIZONTAL DATUM IS NAD 83. 23. CON7itACTOR SHALL MAINTAIN A MEANS FOR INGRES ALL 11MES. INGRESS/EGRESS TO EACH PROPERTY AT AT ASPHALT TILE FM FORCE MAIN MON MONUMENT FPRF FlREPROOF MOT MOTOR SST STAINLESS STEEL ST STREET 7. LOCA710NS OF DgSTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE FRP FlBERGLASS REINFORCED MTD MOUNTED srn STAl10N 7 PLAN AND PROFILE STA 291 +50 TO STA 303+00 RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE SIZE. DEPTH. MATERIAL, 24. WHERE THE CONTRACTOR DETERMINES THAT ENCROAC AND LOCA710N OF ALL EXISTING UNDERGROUND UT1L111ES PRIOR TO CONSTRUC?lON NECESSARY, AND AN EASEMENT HAS NOT BEEN PRO AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN NCROACHMENT ONTO PRIVATE PROPERTY IS .N PROVIDED, THE CONTRACTOR SHALL B BORING POLYESTER LAMINATE MTG MOUNTING STD STANDARD OBTAIN WRITTEN APPROVAL FOR THAT BD 80ARD F~ FEET MULT MULTIPLE PROTECTION. THE EN(~NEER HAS ATTEMPTED TO LOCATE AND INDICATE ALL ENCROACHMENT. A COPY OF THIS APPROVAL SHALL EXISTING U?1U11ES ON THE PLANS; HOWEVER THIS INFORMATION IS SHOWN FOR THE SHALL BE PROVIDED TO THE ENGINEER. BFE BOTTOM OF FlT11NG ELEV FTG FOOIING/FlT11NG s R Sll RUPE 8 PLAN AND PROFILE STA 303+00 TO STA 314+50 STL STEEL CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER AND THE OWNER ASSUME NO 25. THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT SU RESPONSIBILITY FOR THE LOCATIONS OF U11LIl1ES SHOWN OR NOT SHOWN. PRIOR SHALL NOT BE USED BY THE CONTRACT~t. )UT SURVEY. ANY EXISTING STAKE OUT BFV BUTTERFLY VALVE FURR FURRING/FURRED s~ STRUCTURAL 9 PLAN AND PROFILE STA 314+50 TO STA 321 +90 BITUM BITUMINOUS ~ BASELINE SUB SUBSTITUTE TO DIGgNG ON OR OFF SI7E~ THE CONTRACTOR SFIALL HAVE ALL U71U11ES LOCATED BY 'NC ONE-CALL" 1-800-632-4949. THE CONTRACTOR SHALL CONTACT ANY 26. CONTRACTOR SHALL NOTIFY HOME OWNERS AT LEAST r LEAST 7 DAYS PRIOR TO CONSTRUCTION 8L BUILDING LINE U11UTY COMPANY WHOSE U11U11ES ARE NOT LOCATED BY "NC ONE CALL" FOR THAT CONS7RUC710N ACTIVITY WILL TAKE PLACE IN T EXACT LOCA?lON OF THEIR U71LI11ES PRIOR TO STARTING CONSTRUCTION. IT SHALL 2~. CONTRACTOR SHALL REMOVE AND REPLACE ALL CON BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE HEADWALL. ORNAMENTAL STRUCTURES. ETC. WITHIN 1 ANY AND ALL DAMAGE MADE TO UTILITIES BY 'iHE CONTRACTOR TO EXIS?1NG ~~S NAlHIN THE RIGHT OF WAY SHALL BE REMOVE CONDI710NS AT THE CONTRACTOR'S EXPENSE. CE IN THEIR AREA. BLDG BUILDING N NORTH suPT SUPER NTENDENT 10 MISCELLANEOUS STAN DAR D DETAILS SUR SURFACE LL CONFLICTING MAIL BOXES, CULVERTS, BLK BLOCK NA NOT APPLICABLE susP susP~~EO 11 MISCELLANEOUS STANDARD DETAILS ATHIN THE RIGHT OF WAY. CONFLICTING BM BENCH MARK NF NEAR FACE BOC BACK OF CURB G GAS/GAS LINE NGVD NAl10NAL GEODETIC SW SWITCH tEMOVED BUT NOT REPLACED. BOT BOTTOM GA GAUGE VERTICAL DATUM SWBD SWITCHBOARD 8. BURIED TELEPHONE AND CATV CABLES (FlBER OPTICS AND CONVENTIONAL) ARE 28. EROSION AND SEDIMENTAl10N CONlitOL DEVICES SHA KNOWN TO VARY DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL NORTH CAROIJNA SEDIMENT AND EROSION CONTROL COORDINATE WORK MATH CONFLICTING TELEPHONE AND CAN CABLES AS THE ENgNEER. ALL DEVICES SHALL BE MAINTAINED S NECESSARY FOR INSTALLATION OF 1HE PROPOSED WATER AND SEWER. U?IUTY INTENDED. AFTER COMPLETION OF THE PROJECT THE ES SHALL BE INSTALLED ACCORDING TO 8RG BEARING GAL GALLON NIC NOT IN CONTRACT SWD SIDE WATER DEPTH SYM SYMMETRICAL VTROL STANDARDS AND AS DIRECTED BY AINED SUCH THAT THEY FUNCTION AS BRK BRICK GALV GALVANIZED NO NUMBER OCT THE CONTRACTOR SHALL REMOVE ALL. BRZ BRONZE GC GENERAL CONTRACTOR NOM NOMINAL COORDINAl10N SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE CONTROL DEVICES WHERE A GOOD STAND O EXPUgT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT ~D EROSION IS NO LONGER EVIDENT. REMOVAL OF :AND OF GRASS HAS BEEN ESTABLISHED VAL OF THE REMAINDER OF THE EROSION BSMT BASEMENT GEN GENERATOR NPW NON POTABLE WATER BT BOLT GI GALVANIZED IRON NTS NOT TO SCALE ,REAS ARE ESTABLISHED. REMOVAL OF THE BUR BUILT-UP ROOFlNG GL GLASS SCHEDULE INCLUDES THE NECESSARY RELOCA710N. THE CONTRACTOR SHALL NOT CONTROL DEVICES SHALL OCCUR AS O1HER AREAS A BE ENTITLED TO ADDI710NAL COMPENSATION FOR THIS COORDINATION. CONTROL DEVICES SHALL BE PERMITTED ON THE ENdNEER. TED ONLY WITH THE PRIOR APPROVAL OF BV BALL VALVE GPM GALLONS PER MINUTE GR GRADE T TREAD Tdc6 TOP AND BOTTOM 9. THE CONTRACTOR SHALL NO11FY THE ENGINEER IMMEDIATELY SHOULD ANY FlELD 29. ALL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTIi CONDIl10NS BE ENCOUNTERED THAT VARY FROM THE INFORMAl10N PROVIDED IN .SS OTHERWISE SHOWN. C CLOSET/CARPET/CHANNQ GW GU~WIRE~ Td~G TONGUE AND GROOVE THE CONTRACT DOCUMENTS. 3p, w. /~EI?S DISTURBED BY GRADING EXCAVAl10N. AN 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PROGRESS ~m• MULCHED. AND RESTORED IN ACCORDANCE ENERGY ANY ADDITIONAL SUPPORT OF EXISTING POWER POLES AS REQUIRED FOR CONTROL STANDARDS. ION, AND GENERAL CONSTRUCTION SHALL BE CAB CABINET GWB GYPSUM WALL BOARD TAN TANGENT )ANCE WITH NORTH CAROLINA SEDIMENT AND CB CATCH BASIN GWF GLAZED WALL FlNISH ~ ON CENTER C/C CENTER TO CENTER GYP GYPSUM ~D OUTSIDE DIAMETER TBM TEMPORARY BENCH MARK CE CONSTRUC110N EASEMENT OF OUTSIDE FACE TC TOP OF CURB TDH TOTAL DYNAMIC HEAD TRENCH EXCAVATION. ALL COSTS OF SUCH WORK SWILL BE PAID BY THE 31. EXISTING VEGETAl10N OUTSIDE OF THE CLEARING L1MI CONTRACTOR. C~ITACT MARK HATFlELD AT PROGRESS ENERGY 350-3428. FROM DAMAGE. ING LIMITS TO REMAIN SHALL BE PROTECTED CENT CEMENT OFF OFFlCE TECH TECHNICAL CER CERAMIC OPER OPERATOR TEL TELEPHONE 11. THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT ALONG STATE 32. UNLESS O'THERWISE SHOWN OR SPEgFlED. ALL PVC F ROADWAYS AND THE CITY OF NALMINGTON ALONG qTY STREETS. BE TYPE "C". ALL DIP FORCE MAIN 1RENCH BEDDIN 12. UNLESS OTHERMASE INDICATED. ALL EXISTING GRADE ELEVATIONS SHONM ARE ALONG ~ FORCE MAIN FlTTINGS SHALL BE RESTRAINED NAZ THE SENIER ALIGNMENT. PVC FORCE MAIN TRENCH BEDDING SHALL CF CUBIC FEET OPNG OPENING TEMP TEMPERATURE BEDDING SHALL BE TYPE "A". CFM CUBIC FEET PER MINUTE OPP OPPOSITE CI CAST IRON/CUBIC INCHES ORIG ORIGINAL TER TERRAZZO NED WITH CONCRETE THRUST BLOCKING AS CIP CAST IRON PIPE OT OPEN TRUSS THERMO THERMOSTAT THK THICK SHONM IN THE DETAILS. ~ CENTER LINE H HEIGHT OVHD OVERHEAD THRU THROUGH 13. MINIMUM PIPE COVER FOR FORCE MAIN SHALL BE 3.5 FEET UNLESS DUCTILE IRON ALL CONSTRUC110N ACTIVITY SHALL BE LIMITED TO S PIPE IS USED AND LESS COVER IS SPECIFlCALLY APPROVED BY THE ENGINEER. OBTAINED EASEMENTS. REFER TO DETAIL 0222110R :D TO STREET RIGHTS-OF-WAY AND CITY CL, CHLORINE HDW HARDWARE TOD TOP OF DECK Z211OR FOR TRENCH WIDTH REQUIREMENTS. CLG CEILING HEX HEXAGONAL rw un rei a ~riur_ u.. un~ ~ nw \I~TAI TOF TOP OF FOOLING 14. THE MINIMUM TRENCH NADTHS SHALL BE IN STRICT ACCORDANCE WITH THE '1RENCH •e~~~ Tur nnu~o~nTno ~ir~ i~rc rno crnnvou ZTf%f%V0ll IAIt! CU AI I UAW enrol l ATr ranclnki v~nv vnvu.nw nro nv~v~ m~. i n~ IUM IUF' (fi MAJUIVKT/MAIVF1VLt EXCAVA110N LIMITS" AS SHONM ON THE DRANANGS• ~ Inc vv~~ ~~nv~v~~ v ~ .~.w~~. CONTROL MEASURES INSTALLED PER THE CURRENT N 15. OWNER NALL FURNISH DESCRIP?lON OF EASEMENTS UPON REQUEST. EROSION CONTROL HANDBOOK. J 1 VVnr IV11\V VI II1V` 1 1/1 ` I1Vi.Vvr1 Ii. V1~VVIV1\ !RENT NORTH CAROLINA SEDIMENT AND qR CLEAR HORZ HORIZONTAL CMP CORRUGATED METAL PIPE HP HORSEPOWER TOS TOP OF SLAB CMU CONCRETE MASONRY UNIT HPT HIGH POINT PAR PARALLEL TOW TOP OF WALL TOL TOLERANCE ?LL PARALLEL PAVEMENT DISTURBANCES BY CO CLEANOUT HTR HEATER PC POINT OF CURVE/PIECE TPS TIMSTED PAIR SHIELDED 16. ALL PAVEMENT CUTS SHALL 8E SAW CUT ALONG A STRAIGHT CONTINUOUS EDGE. 38. CONTRACTOR SHALL PATCH PAVEMENT FOR ALL PAR THE END OF EACH WEEK. TEMPORARY GRAVEL PAT 17. TRAFFlC ISLANDS CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE MAINTAINED UN11L PAVEMENT PATCH IS PROVIDED. EL PATCHES SHALL BE PROVIDED DAILY AND COL COLUMN HVAC HEATING~VENIILATION AND PCC POINT OF COMPOUND CURVE URVE TRANS TRANSFORMER IDED. CONC CONCRETE AIR CONDITIONING pCF POUNDS PER CUBIC FOOT CONST CONSIRUC110N HW HOT WATER PE LINING POLYETHYLENE LINING ~T TYP TYPICAL FlRST EXPANSION JOINT BEYOND THE TRENCH EXCAVAl10N LIMITS AND TO 1HE FULL 39. CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL EEP ALL NEW PIPING ISOLATED FROM CONT CONTINUOUS HWL HIGH WATER LEVEL PERF PERFORATED WIDTH. TRAFFlC ISLANDS. CURBS AND CONCRETE DRIVEWAYS SHALL MATCH p(IS11NG PIPING UNT1L ALL NEW PIPING HAS BEEN P EXISTING. ACCEPTED BY THE CITY OF WILMINGTON FOR SERVICE BEEN PRESSURE TESTED, FLUSHED, AND CONTR CONTRACTOR HWY HIGHWAY PERP PERPENDICULAR SERVICE. CORP CORPORATION HYp HYDRAULIC PI POINT OF INTERSEC110N UG UNDERGROUND 18. THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL EXISTING FENCE AS REQUIRED 4p, RESTRAINED PIPE JOINTS SHALL BE INSTALLED BETW FOR PIPE INSTALLATION. ANY ADDIl10NAL FENCE MATERIALS REQUIRED SHALL BE DRANANGS. IF A BEND OR FlTTING IS RELOCATED B PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO 1}iE OWNER. CONVENIENCE 1HEN THE REQUIRED LENGTH OF REST 19. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE AT NO ADDI110NAL COST TO THE ONAVER. IF ADDITI INSTALLATION OF THE U1ILITY~ ALL EXCAVATIONS SHALL BE KEPT WITHIN THE INSTALLED BY THE CONTRACTOR FOR HIS CONVENIEN DESIGNATED RIGHT-OF-WAY AND OR EASEMENT WIDTHS. EXCAVATION WITHIN PAVED INSTALL 1HE REQUIRED LENGTH OF RESTRAINING JOI AREAS SHALL 8E KEPT TO A MINIMUM. SHEETING SHALL BE INSTALLED AS ENGINEER. AT NO ADDI'T10NAL COST TO THE OWNER. D BETWEEN THE STA11ONS INDICATED ON THE CORR CORRIDOR pNL PANEL~TM uNE/PLATE CP CONCRETE PLANK kTED BY THE CONTRACTOR FOR HIS F RESTRAINED JOINTS SHALL BE MAINTAINED, CRS COURSE PP POWER POLE UNFlN UNFlN SHED R CONSTRUC110N SCHEDULE UR URINAL ADDITIONAL BENDS OR FITTINGS ARE CT CERAMIC TILE PREFAB PREFABRICATED U11L UTILITY 1. OBTAIN APPROPRIATE CONSTRUCTION PERMITS SIVENIENCE THEN THE CONTRACTOR SHALL ING JOINTS AS DETERMINED BY THE CTJ CONTROL JOINT PRV PRESSURE RELJEF VALVE E 2. INSTALL SEDIMENTATION AND EROSION CONTROL MEASURES DWN ER. CU COPPER PS PUMPING STAl10N CV CHECK VALVE ~ IRS PSF POUNDS PER SQUARE FOOT 'OOT 3. CLEAR AND GRUB REQUIRED TO PROTECT EXISTING UT1L171ES AND STRUCTURES. 41. FORCE MAIN ALIGNMENT S'FIOWN IS BASED ON STAN 20. PLACED RIP-RAP SHALL HAVE A MINIMUM DEPTH OF 1.5 ?1MES T1iE MAXIMUM ~CT1LE IRON PIPE. JOINT DEFLECTIONS SHALL NOT I STANDARD FIT 71NGS AVAILABLE FOR CW COLD WATER ID INSIDE DIAMETER P~ POUNDS PER SQUARE INCH VCH 4. ROUGH GRADE SITE LL NOT EXCEED 75 PERCENT OF CY CUBIC YARD ~F INSIDE FACE PT POINT OF TANGENT/POINT NT VAC VACUUM MANUFACTURERS RECOMMENDED DEFLECTION. STONE DIAMETER AND SHALL HAVE A LAYER OF TYPE II GEOTEXIILE SEPARATOR PTN PAR11110N VAT VINYL ASBESTOS 11LE 5. EXCAVATE AND INSTALL UTILITIES PLACED BETWEEN T1iE SOIL AND STONE. 42. DE'~ECTOR TAPE IS REQUIRED FOR ALL BURIED PIPE. D PIPE, SEE SPECIFICATION FOR DC DIRECT CURRENT ~N INCH pV PLUG VALVE D~ p~~~ INCL INCLUDED py~ POLIMNYL CHLORIDE VCP VITRIFlED CLAY PIPE 6. FlNISH FlNAL GRADING AND SURFACE RESTORATION 21. ALL REPLACE~AENT STORM DRAIN RCP SHALL 8E CLASS IV. MINIMUM SIZE FOR REQUIREMENTS. VEL VELOgTY ZVE VENT VEN11LAl1NG/VEN11LA110N 7. REMOVE SEDIMENTATION AND EROSION CONTROL MEASURES. REPLACEMENT OF DRIVEWAY PIPES IS 15". 43. A 1HRUST RESTRAINT DESIGN PRESSURE OF 300 PSI 300 PSI SHALL BE USED FOR THIS PROJECT. DF DRINKING FOUNTAIN INS INSULATION PVC POINT OF VERTICAL CURVE DIA (0) DIAMETER PVI POINT OF VERTICAL INTERSECTI DIAG DIAGONAL jN~ ~N~ ~R PVMT PAVEMENT ERSECTION VERT VERTICAL (S&EC MEASURES SHALL REMAIN UNTIL ENTIRE SITE IS APPROPRIATELY REESTABUS VOL VOLUME TABUSHED) 44, ALL DUCTILE IRON PIPE SHALL BE LINED HATIi PROTE LEGEN D I PROTECTO 401 AS SPECIFIED IN SECTION 4. DIM DIMENSION PVT POINT OF VERTICAL TANGENCY JGENCY Vp VENT PIPE DIP DUCTILE IRON PIPE PW POTABLE WATER VWC VINYL WALL COVERING i DISCH DISCHARGE DIST DISTRIBU110N DJ DOUBLE JOIST ~4l~~~RI ALS SYMBOLS SECTION AND DETAIL KEYING LINETYPES DL DEAD LOAD J JOIST Qn Q~~~N EXIST. WATER UNE DN DOWN JB JUNCTION BOX PROPOSED PIPELINE OW EXIST. WATER METER DRAWINGS ARE CROSS REFERENCED IN THE PROPOSED ITEM S DOZ DOZEN JCT JUNCTION DR DOOR JT JOINT W WEST/IMDTH GRADE OR ROCK - - - ~ - ~-EXIST. SANITARY SEWER ;R -{s~- SANITARY SEWER MANHOLE EXIST POWER POLE FOLLOWING METHOD: DW'G DRAWING R RADIUS/RISER W~ ~TM ~RTM ~ EXIST. SEWER FORCE MAIN MAIN PROPOSED PLUG VALVE s~o EXIST. SS CLEANOUT EXISTING ITEMS DWL DOWEL RCP REINFORCED CONCRETE PIPE PIPE ~ WATER CLOSET WF WIDE FLANGE ASPHALT ~ EXIST. STORM DRAIN ASSEMBLY o CONCRETE MONUMENT FOUND (A) A SECTION CUT ON DRAWING M3 IS RD ROAD/IZOOF DRAIN REgR RECIRCULAl10N WH WALL HYDRANT S~ PROPOSED GATE VALVE ~ CURB INLET/GRATE IDENTIFlED AS FOLLOWS: ASSEMBLY D DROP INLET SECTION LETTER we"wommosuaft PROPERTY LINE E ~ EAST/EASEMENT RECD RECEPTACLE WI WROUGHT IRON PAVING - - - - - -E -EXIST. ELECTRICAL WL WAlER LEVEL - - - -T -EXIST. TELEPHONE STORM DRAINAGE Q STORM DRAIN MANHOLE A EA EACH RECT RECTANGULAR STRUCTURE ~ cp p~T M6 DRAWING WHERE - - - - EASEMENT LINE ECC ECCENTRIC L LENGTH/ANGLE RED REDUCER VIA WIND~OWUOPENING . SAND I I I INSULAl10N - - ~ ~ ~ -"~-EXIST. GAS EF EACH FACE LA LINE AHEAD REF REFERENCE EFF EFFLUENT LAB LABORATORY REG REgSTER W 0 WITHOUT ~ ~ EXIST FlRE HYDRANT REDUCER p4 WATER VALVE SEC110N IS SHOWN HIDDEN ITEMS EIP EXIST IRON PIPE LAM LAMINATED REINF REINFORCING WP WATERPROOF WPFG WATER PROOFlNG - - - ~-EXIST SAN SEWER MH BLOWOFF ASSEMBLY # ~C~T POLE EL OR ELEV ELEVATION LAT LATERAL REM REMOVE WPT WALL PENETRAl1NG TYPE GRAVEL ~ WATER SURFACE EXIST. VALVE BAgCFLOW PREVENTER POWER POLE (B) THE SECTION SHOWN ON DRAWING 6 ~ ELECTRIC MANHOLE IS IDENTIFlED AS FOLLOWS: .01 or Jdr Jr odor 04, DEMOLITION ITEMS ~C SOW IC/~LECTRICAL pp~ND~/RLIYNE BACK READ REQUIRED WSE WATER SURFACE ELEVAl10N ~R PROPOSED FlRE HYDRANT ~ ~~pHONE MANHOLE ENGR ENgNEER ~ LINEAR FEET REV REVISEAINED WSP WEATHERSTRIP - - - - - -o"P -EXIST. OVERHEAD POWER PROPOSED WATER METER ~ FlBEROPTIC PEDESTAL SEC110N LETTER CENTER LINE ENT ENTRANCE ~G LONG RF ROOF WV W1ER VALVE ' CONCRETE GRATING CHECK DAM PROPOSED AIR RELEASE ~ aJNC110N BOX A DRAWING FROM WHERE EOG EDGE OF GRAVEL LL LIVE LOAD RFG ROOFlNG WWF WELDED YMRE FABRIC DIVERSION SWALE VALVE ASSEMBLY M3 SECTION WAS TAKEN MATCH LINE EOP EDGE OF PAVEMENT ~ LONG LEG HORIZONTAL RJ RESTRAINED JOINT t f CONC. FlLL CHECKERED ~ qp SOIL BORING/AUGER PROBE 0 WATER METER EQ EQUAL LLV LONG LEG VERTICAL RM ROOM EQPT EQUIPMENT ~ ~~T P~ RND ROUND Q OR GROUT PLATE ~ INLET PROTECTION EXIST GROUND PROFILE EW EACH WAY ~T LOW POINT RO ROUGH OPENING STORM PIPING Q SR SEISMIC LINE ~ PHONE PEDESTAL ~ Mw MONITORING WELL DETAILS ARE REFERENCED BY A UNIQUE SEVEN ~ EX IXISTING LT ~~T RPM REVOLU?IONS PER MINUTE 1~ ~ YID CONC. EROSION AND ~ RIPRAP APRON D CABLE N PEDESTAL DIgT NUMBER AND ARE SHOWN ON THE - • • CREEK / DITCH EXC D(CAVATE RR RAILROAD YR YEAR ~ MASONRY UNIT SEDIMENTATION ~ ELECTRIC 80X DRAWINGS BY ONE OF TWO METHODS: EXH EXHAUST LWL LOW WATER LEVEL RT RIGHT EXP EXPANSION RTU REMOTE TERMINAL UNIT MATTING ~ TREE REMOVAL TRANSFORMER 0244400 REFERENCED ITEM EXIST EDGE OF PAV'MT EXT EXTERIOR RW RAW WATER N,~ WATER MANHOLE L---------J R/W RIGHT OF WAY BRICK ~ W'OOD BLOCKING ~ LINE STOP Ycw GUY WIRE OR: r---------, ~ SEE 0244400 -REFERENCED ITEM SILT FENCE -TPF o"~: PROJECT: -TPF-TPF- TREE PROTECTION FENCE PREPARED IN THE OFFlCE OF: CLIEN P V B LI C -H rn IC UTILITIES DEPARTMENT ~ „ 6 Kim e o TERCEPTOR 24 CITY CHECKED BY: ~~O~I~~~~. nc¦ ~TLE: ~NDE N N ~ ~n~" SA~: NORTHEAST INTE TY OF WILMINGTO C ~ _ ~ ~ N A ~.::S ~ ~ DRAWN jGB FORCE MAIN R )EX_ t~ENERAL NOTES -,..~~.,~.ti~ ~a~F~ p~, RELOCATION REV. No.: REVISION: DATE: DRANM BY: CH and designs presented herein as an instrument of service is intended only for the specific purpose This document together with the concepts a of and improper reliance on this document without written authorization and adaptation b CF ATTACHED REFERENCE FILES: JOB NUMBER: prepared. and client for which it was Reuse Y P.O. ~x 33088 - RALEK)H, NORTH CAROLINA, 27636-*-31Mo I I I • ~ ~/~~~~1 ~~1'1~ J CHECKED BY. IBER: SHEET NUMBER: KimleY'-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. Copyright KimleY`Horn and Associates, Inc., 2007 PHONE: ...AN (ats) 677-2000 FAX-. (919) en- AND ABBREVIATIONS SEAL: KFC 1011335022 35022 2 cw A A, ~itn yF CITY, OF WILMINGTON MUNIgPAL GOLF COURSE $p~ o~ ~ Ro y+P ~O ~O F~ FF ~JRg'( ~P ti ~G gPF PROPOSED 24" O~ v~ ,per S~, FORCE MAIN o~~ ~ 1 ~ A 9~ ~~T 6 o~, 9~~ ~O 00 ~o ~y O~ o ~~O o° ~ ti0 ~90x e~` ~I ARY w1~" ? FF O~ ti ~'o B 3 ~s~, e ~ ~ ~ E nNC N ING 20'* E N Q O / 1 ~ O n u~ DOff~l 1 ~ ~~N ~ ~ ~ i. ~ o EX~ G 4~ p~ ~ S I R 6~ 1 O TA ON 34 LY _ a 6 (H TT' CREEK) o 2 PH ~ cYicnNr. ~s• _ o '-7oa~ txoo r. u~ ~ ch f~ n 00 ft. N f i , , . , . , , , . . . . . , , . . , , , r , , , . . , , , , . r , . . , , . , r r . . • , , . . • r . . . , . . r , . . r • . . . o . . • , , . , , . , . , . . . , . , r • . • , . r • , , . . , r , , , 50 . ~ . , , , . , . . , r , , , . . . . . • , , . , . • , • , , , , . . Z Z Y I . , . ~ . , , . . . . r , , , , . . , , • r . • , , , r . • , . . , . ~ : ; . , . . . . , . . . . . . • . , . . . . . . , , . . . . r . , . , 3 40 • ~ ~ . • ~ . . . , , ~ . . . . . , , . • . . A • . . . , , , , . • . t • M N , . ~ . o < ~ H t N + to . . z . ~ ~ ~ m Z r , r N r m m ~ , I N N N . . N N N N N . . ~ ~ I , , ~ t ~ ~ H H I- E' ~ H 30 R R M , , • , . . ~ / ~ J ,r-• -w ~ + ~ ~ . . . , . 1'~ , . , • , , . . , . , , . . . r , . , . , , , r , T"M ~ ~ 'rM"rb ~ N ~ ~ M / , . . . , r ' , , . . . , , . . , r r . . . , . , . , , , r ~ ~ ~ ~ ~ ~ H H V1 20 • . . . , . . . , , . , . . . , , . . . . r . , ~ . . . , . . r . . . . . . , • o,,,, , . . , . . , . , r , . • , . . . . . . . , , , , . . . . , , , , H 10 N . , . , . , . . , , , . , . , . . , , ~ . . . . . , . , , , , , , r I , • • , • r • • , • • • , • , • , , , , • , • • • • , • , • • , , i . . . . . , . . . , . . , , . . , , , . . . , . . . , r . , . r . , , • • , • • • • , • , • r • • , • , • , • , • • , • , , • , • • , i . . . . . . . , . . , , . . . . , . . . , . , . , r . , , . r . , . W 0 N m . N. . m ~D N. N r , . . , H . . . . . . < ~ 1- OC E- ~/1. . , . . . , r . . . r . . . • . . r . . . . , , . . . ~/I ,I, » . . » ~ -10 o~ N • O I~ I~ to O I~ c0 0~ I~ ~C • • d~ N t~ ~ 00 d' 0~ ~C ~h N t0 • ~ tC I'7 r ~p r- ~ ~ 0~ to t0 tC I~ N N N N ~ I~ ~ ~ OD N ~ N ~ N N N N N N N N CO N N N r- N N N N DATE: • TH OFFICE OF. RDIN E PREPA E '1~ ~ ~ ~ '1r RIZONTAL ~ . ~ _ ~ VERTICAL SCALE, TERCEPTOR 24 , ; ~ ~ ,,r, < , DRAWN BY, i*: f , RELOCATION _ _ _ _ _ _ n sTC. nc swei ov. ru ruCr~Cn Rv. ¦ l . s ~ l _ ~ ~r . . r.r.. _ Mme.: REV. No.. REVISION: Wg'%#-% VVIN LO I* This document together with the concepts and designs presented herein as an instrument of service, is intended only for the specific purpose so own m n Lo %J v rm ~hLL r Ln~v n~vv r nvr ~7'-q,~~ DESIGNED BY Improper reliance on this document without written authorization and adaptation b prepared. and client for which it was Reuse of and Y P,O, CHECKED BY: 01133502 KFC 4BER: SHEET NUMBER: Kimle Associates, Inc. shall be without liability to Kimle~Horn and Associates, Inc. Y-Horn and CoPYri9ht KimleY-Horn and Associates. Inc., 2007 PHON96 (9m) 6"~zooRALEK)H, o NORTH CAROUNA STA 25 256+85 T O S T A 3 21 + 9 0 JCF ATTACHED REFERENCE FILES. JOB NUMBER: 35022 3 oF 11 1W ( IN FEET ) 1 inch = 40 it„ LO0 • • • • • • r • • • • • • co H • • • • • • • r • • r • • � /� 1 • • • • • r • PAVEMtNf T R •• r MOVAL • • • •(n � � I • r • �-- • • • • • • r • • • • • • • r • co tet- � . � � • .� � � AND REPL•AC ME�VT . �� • r 00 �":; ,._,.. • • ■ :�- . . . . . r•,• r ,•Y••• /"'r*"y . . . • . . . . . . . . M I . . . . . . . SEE DETAIL . . . . D 1-16 . . . r . . . . ,r� • y,_ r • . A"rte. /'T► . . . . . . . r . • • . . . . . `' r� • n 30 nl w t EXISTING STING GR DE ALONG w Z Z c � Z a 30 • • • • r • • • • • • • � ■�►1.•,,_� �1� • r • • • • • • • • • • • • • r • • 01 7 • • • • �/ � X • • • • . Z • • r • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 25 • • • • • • • • • r • • • • r • • • • • • • • • • • • • • • • • • • • • • • { I?&Z • • • • • • • • • • • • ZZ 7 {{ ;r/7 25 r I { { { PIPE CROSS G • • I . I r E V.=21.40 21..40 . ■., r r • • � r.,.■,.,,, • ovc �,.. �......,,_ . ��SEE r I I EXI STING SA I TAR Y SEWER r { { r • r 4 111 • I { 0ETA1_ L 222118 V7� u7� {I /� 8 f3 wrYrY� { { CMw.w"' ,�._ __ __ __ ••Yswr ww«Kw «Nrww •■Y «w�+r+ �.....�..■.� �._ ..�_ ._� __ PVC mom yy■Ay +www r~.■.r. "•r•wr +•rq• 1r �'•" �r�rbrl■ 'Yr'w. 20 �� •yY•w �� «rY■� • • • • ��, • • • • ��P� uP S • ■ r • ■ • • • • • ■ • • • • • • ■ • • • ■ • • • • r • • • • • • r • • • • SLOPE UP • • • • r • • • ■�nw rmrbr■, �Mr•r •�+ur �r.wr r r YrMMyp r�•w �1Mr �' •fir •Yrw+w �� , ~�� - --._ .... �� ' �4 •A■■4r. Mme„ ,��■. ,��..., .--- ..,•.,. r r rr•�►r E • • • • . • • r r • • r • • • • • • r ■ • • � • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r r r • • • • • • • • • • • LE V. =17.00 �� Po vC ems,,,_ W • • r • • • A • • • • • Mw•yy • T .�yaM • • • • • • • • • r • 15 Q C9135 PVC 15 > FO CE MAIN • • • • • • • • • • • • • • r r • • • Q Qp k • • • • W • • • • r • • • • r • • • • • • • r • • r ■ • • • • • • • • • r • • • • • • • • • • • • • • r r r • • • r • • • r • • r • • • • • • vp • • • • • • • (n0C 10 a 10 • • • • • • • • • ■ • • • • • • • • • • • • • ■ • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • PROFILE • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • r • • • • • • • • HORIZ.:1*0=40* 5 . Y r • • • r ra 111• • • • • • • • • • • • r • 111 VERT.: 1 *=4' • • • • • • • r • • ■ r • • • • • r r • • • • a• . N M to N N N N N N 269+00 270+00 271+00 REV. No.: I REVISION: I I DATE: DRAWN BY: CHECKED BY.- This Y:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. Copyright Kimley—Horn and Associates, Inc., 2007 NI NI � C44 NI 272+00 273+00 274+00 PREPARED IN THE OFFICE OF: � I M r n Associates, Inc. P.O. BOX 330E8 - FLALEKM, NK)FffH CAFICLM 27836-30Q8 PHC*Je, (919) T/7- 20 0 0 FAX (919) 877-2050 a a o ao m fo o to vi ici N N N N N 275+00 276+00 277+00 CLIENT: PUBLIC UTILITIES DEPARTMENT CITY OF WILMINGTON, NC 11 TLE: PLAN AND PROFILE STA- 268+50 TO STA 280+00 278+00 279+00 280+00 DATE:PROJECT: 6-7-07 HORIZONTAL40 ALE: ,�R�;�A� SCALE:NORTHEAST INTERCEPTOR 24" 49 DRAWN BY: FORCE MAIN RELOCATION DESIGNED BY: ��/;/��ji%��.1ti � CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: SEAL- KFC 011335022 5 of 11 X ' • PAVEMENT RE4ovAL • •AND REPLACE ENS' - f SEE DETAILS 1-16 . . . . . . EXISTING 36" . . . . CP INV.=10.85 • • • • • • • • • • • • . . . . . . . . . . . . EXISTING 18" RCP INV.=14.63 GRAPHIC SCALE o 20 w a 160 ( IN FEET ) i mph = ao rt • • • • • • • • • • • r • • • • • • • • r r • • • • • • • • r �i y. •�� y ..www• •^M`"�'" '�"'"Y"' +'Yi""ei� .rte.•, • • • • • • • • • • • • • • • • Y • • r r • • �•w•w.. �+•mor• EXISTING GR DE ALONG-'` ' PROPOSED RADE' • 'PROPOSED RCE MAIN ` �'' • • r 10 _�/� www•..,„,.„•, •,.r.,,, w,,.••r. .••rr•,., -7-*N 1000' ....................... .......... ............. ................. ........... Mm•••y wY+` I • • • • • • • • • • •r •. •. •. {I !I r r. r. •. • •. . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . .�......... ..,.. :. . .... : ''�496 SY CLASS I RIP RAP . ..�: ...2 :. ... . .....'ti,.. .... .90;+ ..... . • • .... .••.SOPt P•RotEC ON SLOPE ��........�............... ,,,. .• ....ELEV =15 69 • • • • II 1 EXIS NG SANITARYLJL all V6 SE 'R «n•r+•r. ..u. x..�n.«w.» w.....r r.•wwM» .�ww«� ••r.rwr• *••rr•+• ..sow.. •rrr ••oo•o..oY +••.o.n•• ••••ro•.. sss•or r■or•y ••orN.oa. •rn••••r r•••as• r•••,•w .ro•ob000» ,moms. • PIPE CROSSING. SEE �'` • ELEV. = 7.19 . z r: ; +�.:• DETAIL 0222118 0 Luo") TA 283+02 .000 • • -�.... J,, 0+ 0 . sY• W r ....... .. ELEV.=8. 3 ......... o XI S111 . .A 280+ 7 ... �. ., ; ...;..., , , .....; ; ; ... " • ■ • • r • • • ! . .•,�. , .:•j •. , .'. •.• • ..•/,. a .l.,. ''r • • z • • • • • • • • •�� • • W PRO OSED 24" C90 PVC ? .5' MIN. FOR E MAIN OVER r • • PROPOSED 2 A•5 . RJ . ,o . • • • BEND, STA 2 2+49 • • • • r • • • • • • • • • r • W • • • • • • r • • • • • • • • • • • • • • r • • • • • • • • r • • • • • • • • • • • • • • • r • • • ' • Z PROPOSED 2 11.25• RJ o BEND, STA 2 2+80 EL V.;-- 2.42 EL.F.V.=7*WT0000 W TA 283+ 80 TA 84+ 40 N N N M CD N tp OD CD . d= N 00 9814 -nn 282+00 283+00 284+00 285+00 PREPARED IN THE OFFICE OF: � Kimley-Horn � and Associates, Inc. P.O. BOX 33088 - FLAI.EM, NORTH CAROLM 27836-30Q8 PHONe, (919) 877-2000 FAX (919) 877-2050 ZOOF,A 86 5 286+00 PROFILE. HORIZ.: I "'Im 4V VERT:: Y"=4' • N N 287+00 288+00 CLI ENT: PIBI IC I IT11 ITIES DEPARTMENT CITY OF WILMINGTON, NC 11 TLE: pLAN AND PROFILE STA 280+00 TO STA 291+50 289+00 290+00 291 +DO IDATE: PROJECT: 6-7-07 HORIZONTAL SCALE: ,N = 40' NORTHEAST INTERCEPTOR 24„ •i, � VERT1CAl SCALE: DRAWN BY: FORCE MAIN RELOCATION JGB oEsIcN JCF ;� CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: sem► L� � �"`�� KFC 011335022 6 OF11 REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. Copyright Kimley—Horn and Associates, Inc., 2007 PREPARED IN THE OFFICE OF: � Kimley-Horn � and Associates, Inc. P.O. BOX 33088 - FLAI.EM, NORTH CAROLM 27836-30Q8 PHONe, (919) 877-2000 FAX (919) 877-2050 ZOOF,A 86 5 286+00 PROFILE. HORIZ.: I "'Im 4V VERT:: Y"=4' • N N 287+00 288+00 CLI ENT: PIBI IC I IT11 ITIES DEPARTMENT CITY OF WILMINGTON, NC 11 TLE: pLAN AND PROFILE STA 280+00 TO STA 291+50 289+00 290+00 291 +DO IDATE: PROJECT: 6-7-07 HORIZONTAL SCALE: ,N = 40' NORTHEAST INTERCEPTOR 24„ •i, � VERT1CAl SCALE: DRAWN BY: FORCE MAIN RELOCATION JGB oEsIcN JCF ;� CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: sem► L� � �"`�� KFC 011335022 6 OF11 T�uNE sTa 29iI+50 (nJFEET ) 1 inch = 40 it, 160 � LA N 00 N NC14 N N N 292+00 293+00 294+00 REV. No.: I REVISION: I I DATE: DRAWN BY: CHECKED BY: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. Copyright Kimley—Horn and Associates, Inc., 2007 zss+oo 2e6+00 2e7+00 PREPARED IN THE OFFICE OF: � Kimlev=Horn � and Associates, Inc. P.O. BOXFUM.EM,3NC*ffli CARCX.M 278�i I %%o 0 8 PFIOPIE� (99)677—onnn FAX (91D) 677—mmj 0 to N) to to N 298+00 299+00 300+00 CLIENT: PUBLIC UTILITIES DEPARTMENT iTY OF WILMINGTON, NC "'LE: PLAN AND PROFILE STA 291+5_0 TO STA 303+00 -M C N Of � 00 N N N SAND TR TO BE REMOVED 301+00 302+00 303+00 o'°'E: 6-7-07 PROJECT: �If f HORIZONTAL SCALE: NORTHEAST INTERCEPTOR 24" ,ERnM,� S��° Y 4 FORCE MAIN RELOCATION DRAWN BY: . • JGB • r • r r ATTACHED REFERENCE FILES: AND NOT ESTORED r r r • • • r r . 30 • • • • • • r r • • • • • • ■ • • • r • • • • • r • • • r • • • • • r • r • • • • • • • PROPOSE • • • • GRADE • • r • r • • • • • • r • • • • • r • • r • r • • • • • • • • • • r • • • • • • • r r • • • • • • • • r 30 r r • r r r •.� r • • r EXI TING GRADE' ALJONG r r r • r r r .,.�..�.�..•.• • • PR POSED FORCE WAIN • • • • • • • • r • • r r r r r • • • • • r r • • • •iI • • • • • • • • • r � • J • ..„■r A+• v�Y •'^� • iT'� .rY•y�y • �� • www,I•r� • • • • ••r••M • • • • • • • • • • • • ♦u r.r . •.• •.....r Y..Y•... .Y•wYy♦ r • • • ♦♦ w..r ♦wrw.. • •aaM.♦ ......rM �r� • • r • • • • • • • • • r • • r • • • • • • • • r r • • • • � • r • • • • • • • • • • • • r r • • • • • • • • • ..rwy • • • 1 .■•,•► r�r�'� • • • • • • • • • • • • • • • • • • • .r.,- ..W"W. ��y �r.....r w.w...r • • • • a•e.••.•., ar.•..•w ,Yrr••r,r �. �� • • ■ •�� ► „nrw••" "moi Y • • .Y•.. .www" • • • • .•w • • • • •r_ Y .w ...Y Y .r r..Y.,••r r.w.•.. �M.YY • • • • rw. •...rw .••Y�rr ,�,�, �� • • • �N, WO""' • '�.w.. „w • ,w.xa•�w '"°�'•ww •� •�y� •♦MYrn.. �w SMI/ �• • •-M"' '^�+q .•,,,�, �• �� . • • • 1 ) • • • • • • • 25 25 r• • r • r r • 0 0 EL' EV = 21.00 • • • • • • r 0 r • ■ • ■ • • • r • • r r • • r 3.5' • MI • • • • A • 29 +00 • • 0 • r • • • • 0 • r r • • • • • • • • • r • • • r 6 0 • • • • 0 • • • • r • • • COVER 20 +....... ••,....,,n...••••• • • • • • • • • Y • • • • • • • ••••.•....••... .••••, ♦+. ,. •. • • • •,• • . . •,,.. . . .♦, •. .•••• • ♦ • r • • • • ♦ • ♦ ♦ • ..... .. ........ ......... ............. ....... ................... ••.,.`. `. .•r•. •<•,•. •. t .•. ., .'.'<♦♦•♦ e`. •,• • • • • • • • ♦ e r .. r ....... ....... ....•.... ..... .......n.............. , t • ............. ♦ ,,,. n •,, r.'•,• • •e`e n. •. •.•••r ••, •, •,. .. , .. ...... .. .... .. ......... ...... .......nn....,....• • • • • ♦ ♦ • • a e e e . . • • • . . e . ........... .......... ••• . . .•••••••••,• .... •♦ ,•,• ,,,.•. .,. •, .. .. • . .. ...... • .., , ..•......, • > s e . , , ••♦•♦•♦ . • ••••••. •. ■ • • • 20 • • • y • r • • e • • • _ _ . a. .. . .. a •.. .. .,.y. `t, °, y`. •• • ♦: . . . r, r,, .n '.,e'+• .,.••°• . ♦ t ° • . • , , , • • • , . Y,+• . a e . • ♦ • 'r' r 1fPE •�r •,a`t,°. S•.'♦•f .•r+• •♦•• . .•,•. . - .'. .•. . ,`. . , • . . . . • . ° • • -r-!-!-!a!rrrr77 7 77, rT .•.•t •' • • °. ., e,+ , .. ♦,...,t •All • • ,♦ ♦ . ,r •• • a n .r••♦ . . .•. . e . . • `� n ....♦..,e........ n . •... ,,. . : ♦ • • . . . • •� • . . • r...... . • • . • t , r •, • • ♦ . . • f . . • . . •A,. . . ra, . r •r.• • ..... .. .. .. ... .. ..♦....... ... .. Y • • ••.♦••••• , ♦•♦•, `.', ,. •. .•• • , �• •�. . • • • •'•• r .. ...... Y • • • • • • • • • • Y Y Y • • • • • • Y • • • • • • • • • • • • • • • • ..•a,,`. `. r,.•..•. ,.V`t,•♦ •♦•. •.,♦ e ♦ .,. ,,.•:. ..... ••• e,. a ,`,,••.,. .,.,, .. •,• r Y r • r .� • r PR POS9 SES• 2•4 5 rr rr• •r• rrr• ••• ••• .•• P FORCE MAIM 15 ? 0D 15 ••• ••• ••• •rr• •r• ••• •■• ••r PROPOSED 24" •29 45' RJ r • ••• •r• •r• oho■r r•• ••r •• •• •• r• •• •• •• •• •• •• •• •r •• OBEND,• STA +840 � • •r rr •r •• •• Wcr Cq > Ob w W + • • • Z 0 • • PROPOSED 24" 45 RJ • • • • ■ • w (n. • • • • • • • . w • • r • r ■ r • • • r • • • • • • r • • r r • • r • r • • • r • • • • r 0 • • • • Q r r 10 BEND, STA 291 57 °z • r r r r • • r r • 10 mm�Q •• r •• • • • • • • • r• • • • • • • •C • r •r• • ••• •r • • •r • •r r • • • r • • • •r• •• ••• • r• •• •• •• rYr •• • •Y' •r •r • rr • • • PROFILE • • r r • • • • • • r • • Y • Y • • • • • • Y r • • • • Y Y Y • • Y • • • • • • • • • • • • • • • • • • • • • • • • •"=• HORIZ.: 140' • • • • • Y • • • • • • • • • • • • • • r • • • • • • Y Y • • • • Y Y • • • • • • • • • r • r • • • • • • • r • • • • • • • • r r • • • • • • • • r • • • • • • • • • • • • • • • • • VERT*: I*= 4, r • • • • • • • • • • • • • ■ • • • • ■ • • • • • • • • • r • • • • • • • r • 5 _ 5 � LA N 00 N NC14 N N N 292+00 293+00 294+00 REV. No.: I REVISION: I I DATE: DRAWN BY: CHECKED BY: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. Copyright Kimley—Horn and Associates, Inc., 2007 zss+oo 2e6+00 2e7+00 PREPARED IN THE OFFICE OF: � Kimlev=Horn � and Associates, Inc. P.O. BOXFUM.EM,3NC*ffli CARCX.M 278�i I %%o 0 8 PFIOPIE� (99)677—onnn FAX (91D) 677—mmj 0 to N) to to N 298+00 299+00 300+00 CLIENT: PUBLIC UTILITIES DEPARTMENT iTY OF WILMINGTON, NC "'LE: PLAN AND PROFILE STA 291+5_0 TO STA 303+00 -M C N Of � 00 N N N N*L 301+00 302+00 303+00 o'°'E: 6-7-07 PROJECT: �If f HORIZONTAL SCALE: NORTHEAST INTERCEPTOR 24" ,ERnM,� S��° 4 FORCE MAIN RELOCATION DRAWN BY: JGB DESIGNED BY: JCF ATTACHED REFERENCE FILES: J08 NUMBER: SHEET NUMBER: CHECKED BY: KFC 011335022 % of 11 } f;f I' EI~ Es~f' ~ i~ J -H" xrrE{~n E ~ r r fit. sE¢ }~st"' ~'~t':, 4 r ~ , , . . t Ef~ a s~ff~ s ,...r ~ ~ ~t~' I'I i E E ~ ~ CF'k , t 1 EE ~',Ef I' 1 E. ~ E _w.q~M, E "y t " %1.~ €i~t5 ~{ir 1. x ~ t3 x~;tl E, ~I ~ ~ E c.«ap , ~ ,t ~ ~ °ta qt E,a 1 i t ~ , i n 4 Q~ t, t 's :~rfnE ~ t~ 4 ~ yxtn ,4' f(( :iii ~ i, ~ f E' 70 I: > ~ ~ ,.v r . ~ i~ li ~ ` t E .x ti ti ¢f xxy. iEE ? E ?~'u ~ xl:~ab,. a1;, Et E. ~ tx~xx t ,y. k ~ 3'€ ~EE~~roEV rk y ,:z t ,t .f i ~ eE~~~dKIu~..fE `Ei t E ~ t ~ [ I f~ i .7.;I I c E ~ I~~I 1 6 ~.ir ~aA~ s .z ~ ik. Et €tsis fl9s ,,,fa ~ s ~ ri E,,~ E ~a~~ , . ~ i ` J { „E f .v . ~ E ~ t~' i ie:. n ~~E I' E s ~ ~ ~ ~ 'j.' t .)fEE ~o . f_ I.,; ~ t s~~,z•h ' ~ 6 et t a A), ilia ~ I~~ ~l tf t ~ E ~!t € ,E,. s r t I; t c m i °~R.. s , tM F i. I~F~{~ .elf F. ~ Eci,ss j.. f ~x E; tEj,. / ~ t.._, :fiE a tEt i h. ~ j t ~ ~ i t E ' y of ' qx s' ' a E ~ ,w F` d d ~ . ~i z ' ? ~ { i t ' 9 i r fi ,E n fEI w it1 a.. >.:i ~ i tpJ . 2 E ' 7k W J~ E y. A ~f s~ •;,E :F; E. ~E.~ i' i. t a~ f A ~ ~ 2"~ & i' ~.i;~j ~ ~ n,. ~ Eta,"~ ~ i ~ ~';r y .:.,ee ,t. E,z~ E i,,,~ 'f'~ ',E r, , zt x~ E h . E.; , i ' ~ ~ ~ f ~ N r ~ . t - ~1€ ~j ~y F f~' ° I ~ t. E. k t ;~i a ~ t 3 E E4.F,t. E F. E ;<e T„ Ids h, t~ h t F '1 1'~ E.:. f, ~ t ~l,tsd<< s t y~r ~t~. ~r, 9~E~~'~ H' u, t_ €E a .,>,H ~,t.,t.6 4 p 4e G ~.f,l x,:t~: t a, 1 `C r r , Eno , ~ ! ro r ~ t ~ , I {t n i s ~ iF i ~ 4 ~ 3 i~~ I` ; ~m E!~ : ,E.GEEt..~..I xu ytri k ~ ~ t f ; th t. f:i~ ~I 44 E~ t G , t 1 ! F ~.f~~ Fi f 1. ~ ~ E J I I ,.i 1. f . ; ~ ~ E d;; f~ sf a E v i.E e } a ~ I 1 ~+.~.tV~4 I~E 'If7 ~ j ~il t( t ~tE;i F r. r f `Es' I E, 1,. E E£E t~;."P d,,;, i € 1 ,.~.;1.E:fEft-: ki' f E E,, t x ' zt E ~ &E 'E '~I q-~. s ~s i ~ i, ,:t E bt f I~p~~,E, E~~ ~i , r ~ 1€:~ , ~ 9r ~ ' ~ ~ t ' { n E t ,1~„~ E E~ ~ j ~ t t t ~ s 'If ~ t~: ' , x of ! s", ( ~ E' t t k~ e i x, E 6e t ! E M, 7 a E~'tE;k~.Y ~ ' Mi~ti~ riE~g~ ....E { ~ ~ ~ ~t E 4 ; ~ ~ ,Y~,, t~ - , , , ~N~; /"fir • ~ r I ~ E ~E F( x 4 ;z ~E ~ ~~f ~ ~ 1 E r~ ~ ~ D ,~a by lEl~~.a s c, r., y a> ~ 2 }1~ ~,f ( ~ iii . ° ~ , EE Y f , t a A Ft ' } c.; , N, I s t =t ~r' ~s t ,f R ~ t -U, s Y.. IFn 3 E.tl, Et ~ ~ % E . _ , ~ r 1 ~t .t r v~ y E: . Q ~u ~ s'„ , t ~,p" ~ ~ E,,... ~ E,. _ ~ . ~ ~ it . n t , k =E r.. ~ ~t ~a St- ¢ E x E ~E f ~ >E f ' f i tE.,~ K ~ @ rt f.f 'r ~ . ~ tE ~ ~ ~ E s~ >h ' gl, , E stkk 'B '.IEj a fit; e: 5~", 1.~ t ^.f. i. Et I' ~f ~tt(Ei , ~ ~1 I 1~ ~ , ,A ~ ~ ni':', 'E'"I yy fie, r% ' iE { i l,~b ~ 'kE G, 'i 1 ,';g ~ E, ~ I '~t ttE 1~ t, , E t °~i°~ff ' `f E 1- Ih ~ o lT ~ „ ~7 i € E n ~'~3 >y '.a, r•#, f 'fie . ~ ~ (gyp E f {y~ ( F; l -;iE v k E Et E ~.W ~~f ~ Et, r r v~af;~t t. p, ;d~, ,pt~~ ~ ,E~I~~, ~~~E~EJ~ E", 6~EE 14: =f ~ ~t ~ E M J I! trE~ ~ e a I kip , ~ v +w a ~ 1 t 't t t t• ti: E rz EE z G _.kf f~ 1~ ~i ':'E~ s :f`~ h;_, i.h, d. N th!-~ It~Ei ~ ~ htif€,E E; f~~EE €F E .ttEe r t t E: ns,, ~ ~E' t' ; ~~r art: .2 ~t l ' E'. I 'IE ~ € ' j' i t ~ q, ~;y,, ~ ,Al ~i, H ~ ; E qk ~i,~ ERA ~ t ~ , , fAt ~ f fI+€ .III E ~t ~ E~.'E` g;.'t E r+- ~d»e ~ 'tl.:r~a ~E If: ~,E,, 'f 1 P ~ t~~E~€E ~~4E~h€~~E'~° ~ ,fsflde ~[I,.~~~.E~,.,E€€E ~ „ ,it t 1-. ~ ,.N E, ~ qlE tit 1~ s e. i t . - ~ t r. ghv n ! , s , t ~ E p i,' f n „La r ~ i~, F, a , ~ E of k~b~ ~i ...E , ~ E F f. E ~ d;;R~SEE', .~h~,~ t t E " ,;:3;, ~ ~ i e s ;if f ~ f, f~. ~E ~e '~i~ E y t 7 ,,E,t,~ ,k ,3 .t ~.Rtt t ~ ~ d ~ :;E`. YY t f ~f }E, F F~ c E E t;r t. r Y ~~r ~ .y ~ H ^h. A6',, E~ ~ q6 ' t~s f ;E Ei ,i ..~fNtti<~`H~ RiII'i~ ci <<;~i.~' ~ i t f ..s ,E,?`, i't~ ;7 f~ i~ 1 ~M1t ~'^'R rt i +s ~ F ~~I '1L tEeliE ~ilRrr~~I,~-~xx^~; .1 u ..f . ~ ~Ens i~ ceR" n ~i~°s~ r~ E~;E 4~ . # I,YE~ fl ' ' s, o-t, ~ : f~Itl ` fit", i .;;EtE ~ y d~ I ~ ~ r t € ~ E ~Ar r a rdd'iINBl16 iMiMMMN . 11111~IIIIb NeM~ d91Y1lBII , , _ +,,w~ r E ~ rI , 3 ewMart» tip: t I•*~ mavwu.:., ,,r~ o '.w wepwU awry ~ nwnan sadr wets ats sMr wr +tetswstw .wM wwtw .nr steer setur,~w,„ «wwe .tww sera weww wrttre . ~glplNb7K7f11 X11 <<~~I ,E,I ~ N€ E f n ~ E"__ p ~ w~wr, wiwx s w.• «r~..r .w+ rwe~ w.... ri..w.. w..wr~ wiw w.w wMw..~wT wr «w~ Maur a+M Me ~ ~ .~w.m~».~,r ~ ~ ~'t ...M, -r~~~t tsw w r atwote Mww rerw wMO wmpr ~ ~ w,~ e:- .rwr wrr ..ww we.r w... www eweew --t- M ~ w..,e . ~ -w w_ _ , _ w_ ww,r w.,~»7...,,. ~g we.,. wewr~ wew. wr.. ~.tw~ wte.A..,~w Ww..w.,..,....~ .wr w.,..ww, alt,~~ ~w.w~ ..,w, «.w www w,.r w,.r w.» .,.,.r «.w .e.,..e............w.~ ..w.~ ...w ~ NAw M~Iwx ~IIMO .YrrIMP wleww dq.~pq, v% ai4; ~ ,Iq ; T-- ~ ~ trr sx» uw~r.tt .trw «wrr wrw. rww w.~.rw e..t» re.w t Eli k~~fld ' ~~P E r, E ;E ,a E, EI t .~„'"M ~ , 1 ~ T 1 T ~ ~ ~ ~ -1,0 , ~ ~ ~ ~ M li.E ; EfIE' I~~~I,E I E € { EI . E~ 1, E p , i 1E f 1 IA .4 ~ ~ :N~h Ft4 . f f". ~~•~.Ei' x x ~f ME.~"w~"'~w. ,e c E , ~ 'x . tl .r: ry~ ~ ~^^a f h 1 1 t ~ / ~ I TO NUT ~ ~""1/ / ~ ~ _ .eteeeeeteew.r'' W 1-.. {J 1 ' . ~ i;~ Et~t`q,s .dxE ~ , I ~I,t{ ICI , 1t ~ . 4 s Fft` EE~ EE Es F .t E.7~1~•,.ii~ts E << H v~ E ifs ~rF~: , E z ~ < ~ ~ E ' z s n ~ s $ y,~r ',7" F ~ ~ w«w ww .......w E +I~pMNkHAi wM.~e,..,..,., W ~ < < E x- 4 ; • 0 VC ....qNp ,W..............~{p~ ...,....,pqp ,.,..,....,.....~...Qyp ....p{p ,............pp wwe» r.w..w.pNp ,e.. reww ..w..wer wwwp~ wew. we.te tte.ew www p e.ww .ww w.w «wr ..stew w..e....,....w w....~„etgHp w...gHp w..q~E to .ww..w„ .w... , Z ~ `v fF Q r~"• Wr ~ I I ~ : ~ sou ;v~ , ~34E; ~ ~ ° ~ti I ~ E ~ ~ E ~ 'P rrr wnuE~r rt. ~r I. - r.. ~f, i < ~ ~ ~a'{ a ~~i ~It, r- r ~ i t J ~t 'yy'~~' 'f~ 4 J~"" 6'; ~ E E ~f b 'Es '~ifE~~ ~.~'t , n ~ ~ t6t f t~ Etr ~ ~~E F , ~ ,s ~ v ~ Elf `E k ti', i , t E'E{{; t i f r~ EE~(tE~ ~ a , k~ "~E~ ~~,E fiEErl I ~f~l f I, i 1 r ou. i ~E, ~I ~ "",i Y r R~. 1 ~t '.E* , f , w" ~t. ,E f~k „i E a ~ t; ' t ~~EE E( d o "r.:, fffs -ib s .F 1 1 ~~i. ~ ;f E 1 u EEi,:A~ ~H~., ~ t 't ~h.. E Illtf.i ~ i.' 8'~ ~ E 4 r ~E,~(`` -7 a E~~ f~~~, ~ E1 s ~~lj;~ Ek a. sEsi ;s '§r~f 4 rl 5' A ~~6 EE ;f}€ E i € ~ s~.. biE~ ~.t ~ , E {`0' r ( tt S' ~ f ~ ~~t... I ~ 5''EE~ i. t; Z a t E:' t .'p~, t t . i, , :7E E E ~EEf`~?;E~ f E€ I~ ~f f :I' ..Eft F ~E~ E ~fEE~ 4 f €t t~ ~ s: ~ ~ , . ~ i ~ i > b E + ° E~ F i X15 .N~~ .~d, {h ~ v$E s fE ~ E ' ~E .ie 'av ~,~r~'a t i if y) ? K il< '!E t R Ex Et s, ~ 1~ > ~e~' ( c d it~E~E of E i ~ r n' n l ~'I~ oit,t„ w ' A~ KCB ~ ~ t t ~ r ~ 1 i a. ~ . t r r~ , , ' E i~ ~t E E i i I i f~ P~f 3 ( ~ i FIEEs `~j r z;E,~~9 ,Ni,~ ' i,. b~ir~te~ 1 ~ ~ J~ l t~~ p,~ ~ ~yy~ r},F... f0~, i~' C K ~ ti1 r~E, ,t~; ~r t r ~E tE f Ef;E> ~ i `is t t~,, ~ 1 a. E ~ ~ ~ ~ r »i , ~ ~ ~~n'. .L' u rilA +~~,,j,j ¢r G7~~~ r' a fir' :E ~k~. "3~` I j, `"i k,; r x " E 'E ~ E ° `E~a e ~ ~~E:.' l:;E.: 1 E ~ ~ € iF(4(Yf i ~ ti rsLL~~` ~ E.: E E ttl I t, , i 4 < O o' EE.. ~ ~E:='I t ',{E ' Er~~ 9 ~ ~ ~ jai a :HV. qt I. ~I Fie ! ,t N•i!in¢vE- 1 ~n ~t! ,I j, ~P ;~.~'E}., iYS, i. ,t~ ,~f. der, ~;s >f,~~iE~,. ,~-:i;l I E ~ 1._~ t <<ksa ,s, . ~vNiw s ~E~ t~ 7 i Est E ,'t, {fE f ~i ft, y I I E P 's n ~ l~E E~;,.3~ ~E b~l,~ ~ 'E EE Nlr i • T I '.F fi „~t 't,ttEk~ i; i q 5~~ ~ s~ ~tr ' ,IE `r' i '"f f E,EIE", a. 3 . "A`~I q ( ~ PI wEh } k y y.ES J ie l~ r' ~b, I. `J 3n,~, i i \ 1 E ~y ti .t ~ EI ~ f SEE. ~ .;a ` ~ ~ Ez.. ~ ' i. s E. F a Nf f E} 1. -:y ~ t~.. ;E ~,ndF ,Et ~E, ~.k~, t S, 3 o':. .,ire."R. A.. s ' I E ~ rye. 4~ .ENE: i a 1 ~ , ~ r . #E, j3 E'E ' pA., ~vs t , ~'~J ik a a ~ " b`E? ~ i ~ r6~ i t '~y fk Y Pt y,, t t ~.i pti ~1a 1~t. ~ !31 9 I;lE~. ~E ' AEI I E k;•. ~ < ~ M vrfil r ~ ~~yf '~iVlrr} ~ Ef ~r1 g#~ ~ ~ - E ~t r~ ; ~ ~,a , , E 'gyp ft E k ~ E, ; ~ ~ f h~ r ~ ~,xELII I ~In 1 s. ~ i i'{,,.. '1` G 1 , >i ; ~E~=; y,M v ~ y ~ F fE I tt, ti b~d~` r ' ' ~ 1 pp ~iE~ E ,'.b; t 6. A~3~ ~I~.~E' j I~ ~ 'z;; ? E~EGI( t ,~4 ~ '';:.~E, ~ ,Fe. IE~If~Ell:i ,rl I 1 ~ , 1 ~ h E. "P x'~ j ~ ~ HEM S' a ~ i IE" E~. aa ~ ~.+,'u~ p'. f ~E f iiii,.~~E .ii ~ i~ EI ~ i< f f ~ ~rl~ E E~',' z E fE ttie. I~ i .~t 'gib i. ~ ~t; kl ~fe i" '~,E ~E t ~I . . ~ ' . f EE dL ? ~ ~ '6,{. ~EE EEEEE E. E~~ ~ t E f rv+4 :a ~E x. uE ;~gg. t eE6~[f fE~ t, ! ~ ~t title, ~~:~:i 3' '~tF;' ~ kl ;I 4 ~I V~. N I~ ~ R ~~EE'~ iii i ~ c f'~E ~ t ~ l EE ' r', ~ I'`~Eu~ , ~ ~ ~I n E ~ 9 .,E ,a.,j ~ Q. EE t f ~ EE ry'~ IE E ~ i ~ f I~ z 1.., . E.( i';; ~ E is, r : ~ E y . s e I (.E II Fj s i" ~ Y . t~.:' . ~ , ~ : a E . i !'E E t~ ~4 W E ~R,'. E r ,;t . J 4i t'• t , O ~riiEE~' E ~ 'N'•~~I' I. f , ~ , i , qq .6f'SI~ rEl I .I ~ ' 'i d, I ~E€s A~ , ~ g„ I I , l i O a , I; , i ( ~ bs i w(~E ( I cs , . 1ti.i +I I 1 ~ Ei~ ~ ` C E f r P E~ a' ;~'h I . ~ i„1 War E >,f ~ 1~ 'h„ e548. r ti [C S C ALE s9 a. ,ri I~ 1~ ,H } Y ~ < s) C£Ey~~~pR ri 'I f I ~~G v! ~I~ jj~ ,f• I ~{EjE, M to fY.' E ~Gd~A~~{(,~ ~ III a I N'~ i ,.P. ¦ iiJ ~ . k u. EEE Eli:-. . ~Elen: d::ABN~.E!~~_ 1 . ~ 'I.... ~~~d: ,.•I ;!~I 1 5:',:,I ~~,~;t.: iA3x: .~-v:E ~~&~Ui,;;i.::. E,.., •.E ,_„r" t~~ ..r. , r • ~ • • ~ E~~ ryE BEN E ~N f 1 1. ~1~~d r'; f ~ g~ E , , ~y~i~p~ ~ ~'~'I~ M~ N i ~ '+y ~ ~r !g. ~ 3~. ~ E~}~IIE i. ;!q v'il' ~ I1;i~~q:~t~' I v Fp, C ~ ~ ~ qtr r f, h ' I „7 ~ ~ i. ~ . F' ~ ~ r1; ti ~ E t i . 5 ill ° ~ . 7 > ~ } J ~pyr J~ }dn7 ~r }4 , , ~r i t ` -~a ' ~ . 1J yJ V7~ ~ fir' ~ ~ .~r~ t ,CJ ~~,K ~ ~ ~ fd 7V i J 6o 160 E .~~,t i M~ r~EI~~11hrlb Ei EE~~,:,bN,I~4~. II. ! ~ .F-, v. x6 }h~ -~1 vF N~~~A4.~.f, x ~ { ~.,e, f t IE f u ~4 E l 1 ~f~ilq u ` ' J ` { E f.. ~:,~I~~o ~yDJyy o~ t ~iE s , ~.4 t q a E'E,. s €if r ' ~d~f1 j ~ ° i4 N 0 f.. 1`E;r x~. ~ tfE ,f '~7 ! ! ?''1 1. . ~'dr ~'~r,3: Jr 3 q,: r, y, ~ ~ , ~J ~ 8 k!~„~qp V1 ~ ~"ET r' ~ ~J.. ,i1~ F E ~ E~E f I f ~ ` r i r .i +„~Rp t E ~ ~ I ~ h I nth r, i.~'E~~ ~ v„ ,i, 1. 4 E,., . Mj~. ro 'f `~~~9EEE I~ (t / f~Pr i,3': ~ 77. .P _ r 3J o~` 'K J3'#~1S~r°J F i i is 7. l tlr a ~i` k'd,` .t rf~,„ ' , } a ~ ~ t d, 4(~ , ~ - FEET ) E E, r ~ A r ~ a k'~' ~ - t. i J v J J f vJ ~ ?'.~qt " ! ~ 1 S ry` : it i iklE ! E V fir, i ~ r 1 ~ ~I , k `^.R '«"{3~~.~~ ~t ~:..x~~:,~ iii ~ Er i~}~ ~ ~ • ~ ..e ~r ~ ~hY y;~~4 J}~~ tt 1~ rrl~ i ~J~ E ~I E ~i < r Y~ r ~ < ~ ~ J~ ~ ~ ~ . ~ ~ r 40 ^ i! Ind,. i, t ~ ..boo f ~~Ei rt Ij EI~~ ? I` ~iiV f + ii~tl ~ ~i;ilf I ~ e,e'. y,. E..,., s ~t r.' ~ ~ .tic f x i l i, a di; ~P it ~ lti ~ `:f'~ 'R ~ri~ $ '~E. ~ 40 ft. . ~;~.i.~a! > `~i ~ ~ , Gf' , ri I~ ,~;,E ~ ~E ~1~ ,f~..n ai ~t,~.... .~i~lN~ Wlt.~l f.,t;?~I~f{ll.~:d; f !:R~'.. l.' I f~.E.~:;;IPE~MII'It., ~ is ~ ~ n ~gr-` i ~ } L . } .~w F M14;, .h i ~«i t ~i a i;,i.~ i!,N,w. >:4' 'fku~~~if~: ~ a: , , ~djk4 , " ~ ~t Yew.., F, • • • Y • • • Y s r • r r • r Y • • Y r r Y 1 • • • • • • r r r • • I ¦ Y • Y r r • . • • • • • • ¦ I I • • Y I r • • • I • • • • • Y I r r r r • • • • Y 1 I • • • r • Y 1 1 • • r r • • • 1 r • • • • • • • r r r Y • r • r • • • • • • • • • / • • r r • r I • • r • • r • • I I • • • • • 1 • I ¦ • • • r r • • • II / / • / 1 • / r • • • • 1 I • • • / • • / 1 I / / • Y r r • Y / 1 • I • • • • • r Y 1 Y Y • • • • • • • • • Y • • r • • r • • . r Y 1 I I I • I • • • I 1 • I 1 r r r r r • I r • I • 1 • • r • 1 1 • I 1 Y 1 / 1 1 • 1 ~ • Y r 1 1 1 • I 1 • Y Y • • Y • 1 Y • • • • Y • • • Y • • • • • Y • • • • Y Y / • • • r • I 1 • I • r r / r I I r • I • • I • • • r • r r r r r • r • ? • 1 • 1 • • I 1 I • t • 1 • • Y I I • M~/ • ~ • • • • • r • r • • r I • I •1 r • r 1~ I w.MY ~IIYIy 25 1 • • 1 • • r l Y • • Y r Y r • r I • Y Y • • • • Y • Y • r r r r / I • I • I • r • I r • • • • Y 1 • • r • • ¦ I • • • (/~.j / • • I • / I • • 1 / • / / 1 I ~ r Y Y • • • I • • 1 • Y / "M41r oMyy .w.•~' w.r•M• ~«y w~.,,,.~ 1 • • • 1 • / • • Y • T MNyyy Y / • • 1 I • • r 1 • 1 r • • Y .•wnl•y .Yi•.~ • r • ¦ • I I r • • I • • • • r • • r • • • I r I • r I . I • • > ~ / / / . Y / . . . 1 . 1 - P rl A ~A1YI 1 • • • • / / 1 / Y 1 / 1 1 • / 1 / I I • Y Y • • ? I 1 • • • • • 1 • • I Y Y I 1 • Y 1 • 1 • 1 Y • Y Y • • • • • r • • • I r • • • • r • • r • r • I • • I I • I • r r r r r • • r 1 • • 1 1 • • • • ~ ~ ~ 1 • • • 1 • 1 • • • 1 • 1 • . ~ I • • • • • • • • • r I • • • I • • I r • r I . r • • • I Y • • / 1 • • / • 1 1 / / 1 ? 1 • / 1 / • Y • • I 20 • • • 1 , . , • ' , . • . 1 . , • , • • • 1 • • • • • • • • • • 1 • 1 • r • • I r 1M1•.y r~. • r I • • • • • • • r • • r I • I r I • • I I • • • 1 1 • I / / 1 • 1 • 1 1 • / I • 1 • • 1 1 1 / / I 1 I 1 1 I ~ ,,QID. ..mwy •"•qiM ~I+.Iwtr •Irw ~.Iwtti ~.n.rw ••r1..• ••MUIr wrrnr •r•rr.. 'mow, a.,.~ +.`.w «.••.w. ,rww•. r1••y. I.•.r.M r • r r I • r I r w~•r MM•y1 IMIr1.f • • • • r r • w•n~K. •r~1 r • • I I r •ir • I r • • • w..•.. rw„y~ r••••y ~••wI ~rr~.ia YM.Ir. NrM. w.wtws '"*wrw w••..y I•....• 1.1 / I / I • 1 I I I 1 / I / 1 / 1 ~ 1 • / / 1 1 / • 1 1 1 • 1 / / I / • 1 • • • • • 1 • 1 • . ~ ~ . . .I•..,.'.1 ...'.1., r• • .•..r'r r.I. • . . . . r i• r .'r......1. r Y r • . I . . i ,.,r . 1 ..'.e. 1. .11,.,.,i'.'~ .ti,.t I 1 .,l'. i'..,I'.'~'., ~ .1 .1 ~1. I ....rr 1. . . •1.,I . 1'.'.'. . .'i . 1? i 1,.'. r. •r.. ..r r i ~~Y • • I • • .1. . . . ~ ?1.1. r . ,I.•. . . . . . . . . . . . . . , , . . , . . . . . . . . ~ . . .1.'.I , . . . . . . . 4` ~A• ~INrr• w.1.N11 M.•r1V •MMI.Ir AMI\IY ~.r1M1 1 • 1 1 I • 1 / I ? Y 1 I • • • • / • • 1 1 1 I • ? • / / I • / • ? • 1 i i'i . . . . 1 . 1 1 e1, 11. .1r1. 1 .1.1.1. .1.11,. . .1.1 1 . ~ i . .r 1 1 . . I . . rMY.•Y ~.MMM 4•.MII rMAwr •Mr11Mb V.•11~1 ?i r..... ..111.1...... r.,.. ..I l.r r.... i~~~ r.. 1 .III~.w ~r •1111111. • 1111..... r r 1 ~ i1.1 ...r 1. .r•1.,M, 1'1111•r '~1.1 . , .l...~.. ~ , ~ ~ ~ ~ ~ ~ .ti ~ ~ r1 1 1 ,ti...~1 1 • I r • r . . . . • • ¦ • • • I t1.1.11~ • • • .•,.y„ "blrr• "r•Y•pY 'wwlw •YrM•w / / • • I~~ "MYrar • 1 • 1 • / / / / • I I • ? 1 • • 1 • I / I I • Y 1 • 1 Ylrw. . . ~ . ~ ~ . 1 1 1 . . . 1 1 1 1 . . ~ . , ~'1.111r r11.1r1 w1w ..,...11.....,. ....,.,1.1.,., ....,.......1...,.,..,..•.Y...,,. •IIrY~Ir w1•w.YY Ywl.yr rYaY•YI wrlan +rr•• r•wr11 w..r•• +IrngY •r11W. Y•r•yY ,•r.... ++r•ir rY•~a.r Ir•Yr. "Yrl•o YI•,~." ~IMIIgY ,t+r?u 15 .rri1••, r1YYlp. ,w,,,r ~•wr•y +I•yyr •w••YIr Y••y1i. ngrr IUI•iyYr •rYYY1Y• YrirrYYY aY~lYl •rr••n? .,.w. •YryYr wrYw ••rYrw .t~a.w •M•N,.. "rYr~Y• wrlwn. Yrr?"gr •r1..•, wYr. •w~r•.. `rr. wr„rY., IY1.... • 1 • r • Y r • • r • • Y r • • • • r • • r • • • • • • • • • r • • • • r r r ¦ • • • • r • • r I • r • • • • • • r r / Y • • • Y 1 • • I / 1 1 • • 11•YIr1 I • / 1 / • • • • • • r • 11ixxMm «Yn~w ~•YrYYUJ w.~x •~°Y •11•Ih• Y•IYyyl •iYl~r r••wwr Yrl. a • • 1 . • . r • • . • . • • • . • . • • • • r • • • • • I • I • • • r • • • • • • • r • • I I • I r • • I • / • • • / ? I I / 1 I • • • I • • 1 • 1 1 • Y • • I / I I • • • r • • Y Y • • r • r • • • • • • • • r • • • r • • • • • • M 1 ~ N YI • • r • 1 /~ti • I • • • I • • I • r • • r • • • I • I I r • r • I • I • • / / • • • • I / Y Y • Y / 1 • 1 I • • 1 • • I I • I • • UP b ?1MIJ II • • • • • • Y Y • r Y • • / • • • r • • • • • • • S r • • •1~ ~ ~ I • r • • I • • • • • • • • • I • r • • • r • • • • I r • • x ,/~•r,~ 1 • Y • / • • • • I • • • • • Y • 1 1 • • Y I / / I 1 1 I Y Y Y W Mires .rrr 10 • • • 1 • • • 1 1 Y • r • • • • • • • r • • • • • • • • • r r • • r r • r • r • • • • I • r • r • • ¦ r • I r • I • • • • • r Y 1 • 1 • • I • / • / I I • • 1 1 / • 1 1 / 1 • Y • • 1 • 1 I • I • / • Y I • r I I r ¦ r • I r • • • • • r r • • r • • • r r r r • r • I I I • • 1 r r • r • 1 • • / • r I 1 • • / • • • • • r • I I • I Y r • I • • • • • • • • • • 1 • r Y • • • • • • Y r • 1 • • • Y 1 1 • • • • 1 • • • • • • I • • • • • • • • • • • 1 • • • r r • r r • r • • r • r • I r • I • • • • I • I • I • r • I • • I ¦ Y I 1 1 / I / I • • • I I ? 1 I 1 1 1 • • 1 • Y 1 1 • I I • I • 1 / • 1 • Y • • • • • Y 1 • • • 1 • • • • • • Y • • 1 • • r • r r I • • • r I • r r • r • I I • I • / • • r • • • • • I • • r • r r • • Y • • • / • Y • • / 1 / 1 • / • / • • / 1 • • • I r / • • • • / • 5 • • • • • • • • • Y Y • r r • • • • • • • r • • r • r Y r r r • 1 • • I • • r • I • • • • 1 • 1 • • r • • • • • I • • r • r r I I 1 I • • ? I I • • I I Y / Y • • 1 / • / 1 / / Y / • I • • • • Y • r • r • r r 1 • 1 • • • • • • • • r • • Y • • • • • • • • r • • • r r r • r • I r • • • r • r • • • • • • r • • I r • • • • • • r • • 1 • I Y • 1 Y / • / I • I • / 1 1 / • 1 / ? / 1 Y I • • I I • / I • • r • • • • 1 • • • • r • • Y • 1 • • • • 1 • • • • r • r • • I • • I • I I • • r • • • • I r • • . • • r r r r • r r • , / 1 Y • Y • I / • 1 • / / / 1 • / • • I 1 / r / I / • r 1 Y • • 1 • I I / r r • ¦ r r • I • I • • • / ~ • r • r • I • • I r • • • • I • • N ' • • Y • I • 1 • 1 / / 1 1 • • • 1 1 1 • I • • / / I • • • r I • I I 1 • • • Y • 1 • • • Y Y r • • • Y • / • Y • • 1 Y I • • r 0 00 I~ 0~ N c0 • ~ N ~ r- 01 0~ ~ ~ • ~ O d' C1 t0 N 01 I~ t~ co N ~ M N to to N N N N N N N N N N N N N N N ~ M N ~ r- O O O N N N N N N N N N : DATE: PREPARED IN THE OFFlCE OF: • ~ ~ ~ r ` ~ HORIZONTA I L SCALE. a ~ TERCEPTOR 24 VERTICAL SCALE. a ~ ~ ~ ~ ~ ~ ~r , wr i ~ r.'. , ~ DRAWN BY• ccv DCUCIN?I. ne~• BROWN RYA cH~ Y CHF~`J(F~ RYA i i A ~ RELOCATION 1\L-V. IVV.. INLVIVIVI'1. r..- r.....r.• IN OWN rLA DESIGNED ¦ L 1% IV t% ii V rmur ILC BY. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was Reuse of and Improper reliance on this document without written authorization and adaptation b prepared. Y P.O. BOXIRWIMW088 - FIALF"l NOM CAFXXM 2783Q-3068 IBER: SHEET NUMBER: KimleY-Horn and Associates, Inc. shall be without liability to KimleY-Horn and Associates, Inc. CoPYri9ht KimleY-Horn and Associates, Inc., 2007 PHMS (96) 877- o n no Fax: (99) e STA 301, 303+00 To STA 314+50 JCF gTJACHED REFERENCE FILES: JOB NUMBER: CHECKED 8Y: SEAL KFC 011335022 35022 8 oF 11 q { ~~'f E Es[` ~ 4'k,,,i;"t Ier,Ir t..`~'t '''E<i, kf. `'~ri, 'E `Ek, ;,~E ~ ~tE'tr ^ ' 'E; E(,H Ir€ ~f iEi~ t,~, ..~.c- f fE ee:~~r E ~ `a rxl. K4 ,lj k EF. ~ d:. E~`t ~.E h~~(;~f{ " ';i' ,1~.,„.{; . ~ E EE ~ h ( ml~,: tls tt. ~b;' N.'x, -5 M jl~~ t E ,G I,:~., 'E:i ~ kk P ~-E ~t ~ ~ .r ~l-C~ , r d r , E t ~ I . , ~ ~ d ~ Sf.,. r,'1~ 'Y`,{'•. ~ f{ ;E,:. q.. .:l. t ~ . t ,.rE~ ~ . !i; ~M1 n ' , ~ ~ ,t!„ ~ k €E, GI4 E f ~ `h~! Q &~{~.itt~;E,{, ff ~ E::~F.'aA , „E ~ r :f:~~iE¢f x ~ ~f a ~ ~ 3 ~ ~ ~ 'h t E ~f ~ E ~ry~ ~ E E :.~IE 1 h` ,'.ily;. t.-,. ~:>E 't ~ ~tf 1 '(t,E.:'i!k E~ i;•. r! ~i ~;~~,f A 1) f. 1 +.~r„ f ! EE 1 E E c:; E ~ rl..., . . ...~.,x. .t. , ~G N„ ,.E. ~ i,..i... to , ~ ..t. r..,... t,. E A., f.. t r.~ t E~;ol.:t~, •:f• n~,~ >y.€,: ~r -E;~ €.,,t E ~!4! ,.;,~:<<~ irk a .t,~ ~ € ,....n,P~ h. ,i.h.. I:• E s,:.. 4~.f,'-'E !-IEn ~',I~:t.r r,i-;:. ..,'t°n:.r ~b:: ~ft.,<<:.t .,.€t<<,E d rh.<:.~.,~ _:..t.: € t},~ i~l. tx. I. r.x lx 3 . ~ . I, . I. (a~ ~ ~ , . ~ ,~t ~ „ I,A~E E` f}`w ~~.t l., t E I : i '~,'-f ~y f t~ k,~r.i ~ v: „1 .~~i:.t .,'~_'t ,r. t f,l. IA. e tta d ; t > d, I~~ E ,I.^ f . o. ~:<.x•<~ r~ x. Xr a r~ .i, v r f 7: x... Y. I~r t E- ~3!;~ e'.kK~. „ ~ , E;; Utz S; i i;I ,,E , I C ~E, ( 6~ E~~ ~E tEE ti f i z { , $ 2 ~ c f¢~ f 't t~ Rt d. 3 3 1 f ':1.. ,ur 5 l., i~ I ~ t ! ~ ~ Ei t, 3 i' I E F ~ 3 ,~£t ~.u..,,~, ~ ~ ~t q~ ~ p i i, E~E;~, v t i , c ' i`E~ i . ~,t~ 1 ._a: ~ E., i h 4t1 ~E~r€~Cp,i,ii~~ f ~ t : i E E f• ~ s- f ~ E., . @ ( r ~~r It l 4.f 0.E Ef E ~`l,~ . .;.:.t, Nf : F i € t. r, rt. i.~,,.. ~ ~ a,E: ~ , 4. t'..; t i,. rd h .5.6"x ;r' t`7: , t y. E il: ;I r , @ a t - ,f r 'i<h x ~ r E , . ,E , t <<. E t lir,.. I r.~. , s r ~ c, , "y.; x. ~ : {E r:.: ~ ~ ..,t, , y ~ E~ ~.,r s E .li.f.t~~rJ,t { E4{ s _ f ~a i}E t F r a t , e, .d~,. ~1 E.I, ~E.< < ~ •1..,.,. d,", G.- r.-~ ,o i i. . 1EE 1::: t tt ii { _~K' I ~ ~ 'E;: e 1 I E ~ t r ,1~ »ti~{ ~ ~ 7 6 H~, i,.. , r { , , s~4~ P~~ li~~€ „ 5. i'.' p~~(i -I ~ , ~ _xr , ~'~:f . ~ "fn~~: - ~ 3. ~(~;,;~;~t 4f e,~, ~I~' f., ,~{~~C h~'^ i?~~ ! i's4 E ~d~ F ~1. t ~ si I , e FI'• - &J,.~:... { pr El~:~ IE I €E : f ~ ~ Efi IE! ''3 ~ € ,E~. E ~ E -:t t ~ ~~Etl~ {a ~ E.,Ef{J` I 'U•.'e A 'Et g~I~ E ~ EI , s: ::e x; ' I t.ir;l.,-.! Ij!. ,~~F-'.. ':E"tI, ~E~f,E,. r E t{ reE,;.i~ , ~ ~ ~i ~ E ~f Esz: »3. i ~ o ~~f€~ i~; ~ ; € ~ gip f ~ r ' t, s ; y. r, €EE °ESE'f~~ a.'.I?,~Iif r(€ ~.Y. f~~', -'AN < ,f~:, p 4. ~ r` >..~f - r ~ r 'i E.-:< ~ti ,.f_I ~ It}I ti St t 'pt. PPPPPP f !ri E ".k n its i. t ^ . ~ t... ~ f,.,f~!" .c~ p..""fix `..:E ,~H'.° (E~ .:1a. ' _ ~ < i ~ a ....._'.j' E ~.j'd~~,~"~ii~~, Its' ~ t ! ESG .ICI 1. it~~B ~ >4 w. a~+S rd r, f~,.' ~ xiE~~ .M €1• I t 3. ~ y~'~ . ~t, i ~ r - . o e ~ STOPS AND TAPPING SLEEVES, , .r., l ,~{y ,o.~ ~~E~. ~ n,~:,. ...~.BP s r :;E. Ef~,:'Y ,.t3 t..l j1 ` t :s"f ~ ~i;~:. :i<J ' r a. ~ ~ ~rc+y €+~i, d7t .r .t sr) i :t t:, it Et A ~ 4i~~y z,f'•~ t t a ..Y a rf ' 1 f , , Y~ ~Ei 4~ E t ~ (I ~ t r 1 z ~ y 't E E) ~rtt`~ i , „ , ~ ~ .::t E i r r„ t E t tf€It~E~ Nt~j (.~t.±~,i tl t.rr f.. ~ i.':;!' ~t.i, t :.i'i.` Rq 1 u a ~ ~ 1 ~ a[~. ` E xk y - . ~ . ~C r x _ .;R~ 'q; THE EXISTING FORCE MAIN THICKNESS TESTING TO VERIFY ~ ...:.'.t c s,*,.n : ~ _ NRl E~,a~E' ~,~Ei ;iE 1 ~s f ~ 4 ' 3 tt ~ .;F - R~,... t. ri C i E;I( ~ 1 ..j , ._i -~t .t E(L .~1:.~ t~ { z€6•.. ' Y ~ t 3 ,f-'. t -4 tf ~i~~~d 11 fl I>t y t t E t 1 t s E E u - t 4 a i E 9~ q E E t q ~ p r r~ { ~ EE F IEEE ~~€~~~~i ~~~EI'~ ~ !'P ' E~~o:a ,>rfftr) i ~ f ~ t... t€ _ I .y ? t ~ ?.31 INCHES AROUND THE ~ ! y ~ - t ~tt 1 Ef~ff I.f... j~('~ k t E '.a f { • E n - ; ~ ' ~ `'p~1E~S~.E~, ~E E ~ EI ! ~ I f E of ~yE,. k?.,'{ i k . ..:E :v ~ ~ <:~r. - tx S:M;: , ^ :::rE yr - .;:1 G ~Erl <I i ~ .t' lfi~f.. t t~ kk~~ 11 1 t : P '~,~k{5. .:~,r, s9 ; ' 4~3 'E I{ i .P,,E t~'S, r ~ ~zE' }3,~ r`: t ,E. ~ i Ef I:;, E Et E' - , ..p L'.~ ~~E T.f ~ f e $ f off,{.:- E k t z tl~ ~ b [ E t~.. Efiir f E: €t, ~oP € r« ~ 1 IE~1 ; i,: ~+'b , k t~ , ,i ~ % iEke , ~ Y I i~:E:gE~' fro v ~ ~ u:~. n iE i f:. i ~ , r, t f. { i., iY ~ s,~ , 'E. fof : '.,~~•f Et ~f~ t' ,`t;:; ~t nEf<.; ;:,I ~E - ( i~ ` ~E j IL,.€ a :.~lEC is E~ f~ i ~t~4~ 1~1,:: 11~{r ft. Y~.. p~~~E: ~<t~'~u{~ . :;n ~ E FI~fE{a tEE {(jE` I EE',E~! n ~i,:~~~ IiI [ ~E. ~ .E ~•'kir;, Pll-•f' lILI tb~rJ.ti ~ i E ~ ~ .4i°.l.~:u~ 1 w. Ir ' 4. ~ 1 ,qr 1 , a ~ , , ~ ~ . , ' ,i;. Fy i; E 11 , , E pp i fit, t ' ~ , f ~,d~, . ~ , , , i ~ ( A F a f' ~ , s i e. i ~ a, h ~f,.f, t+~~, 3 ; ~ ~ ...E ~ , > m f, x <~< t€ • EXISTING CONDITIONS. r y ! , ~ ~ t - dt i y;~. t ,„E i~^~~„ 1 {S dl f kfri E t~ f 1 , E E~. E' ~d~afEll.~~}!i n ,,t' `->€~E~t+ >C"~ E, c tt ~ x~„ iE t~ i u F:. t E lr ~ t f. y e <,a s r FE 41 '~~Ef~a ~..kr ~ ~s~ 'IIs!' ~ ldE~ i. E , y ~ .,,s . <wF E r c.. di is i~l;rtf i l ~d',I +€1 x: C[< g ~ ~ ~..:5. , , t F ~i, r i&kH Viz;. i i i ~ € ` ~t w t. E: i t i. It' ~~ka .r. ;r if;{ i °,t, ;t :,k ~ 3. 'fj t d s E, x, 'J. i,: R , ~ ~ ~ f; s ~i ~ ~f v,~ r Et' _ f. i E I~fE~~ ( t ( ~ f i ~~n F'i f f ~6~~ "E Ei ~ ~ E . 1~ ~ , - x~£'S?. : fE 7 ti t;~ n j~~'~` t E~~ f ~~Ef~~:~ 4~:' t . ~ " EE s:. id ~ a' ~ e P t ~ F~ r a I` ~ ~ 'Y i i i 44 ~ k , i r ~ t i f'~ ~ ~ ~ i ,E< < „ ~ n t*, t. 'hylU Z c tIE { ~ ~ t I Efu s~ an y w5 yy U;. f ~h 4 ~ t E I ill 1 p tI~' ii arit ~E f F^ t ~ d'. t No €~k r; ,.ti; ~ t (`Nya t H! ~ t(. r 1 ~ i:'~ E~Eti I ~fl, E` _~E ~ ~0(i ~,1, ~ p Pr , ~ , „ « ~ ~ r A , v 7, E 4' a 4 f i t, i~ C ! ,,f>, ~ SEE E €IE f E 2€fillp ~ E~,E 4 'l - E3`t~~d;K ~ft~,, n ;,,'1's .t 1..: %,»6 t. .~f E EIE~~~: c ~.~t! fI 71 , , E, ~ ,E 4 z f-.L~ ~ A I'~f p~,(~ f f,~dk d r t Y tf EI~I.E EI l 1~ t st 4 ~ ` ~~„t , € _ ~ ,.N„ tl rii. - ~ ~ t , f ,k ,€xw~ 7r l i-' A .af+ t i~_ A. ae ;t;, r 4 ~ ~ ~ ~ >pai~ P' , .c€ iS~. ~~~I K~ 1 ~,r. .(-€if~€4,l raw .~~~(`•rEn",~ 'E. 'ti ~i f 1 A ~~1 ~ Rif rt ..EEr ' : ~ _ , yes' ~.E ti y~,:, irE~~; I{~I~ E i ( t i:: r E ~~E n~~~ ' yyH~,ti E ff ~ 4i I' T I` ~ ~ ~ , j h y t _ , , 1 ti ~ S Y~ r Y t ~ ,r~Nl, ~E 1€f .~x~l q,E € E'~ .G ~ r~ir t E ~,~5 : t E ~ J ,E~t i~~ t~ . , ~ I 2~'E # , M1u f. rr ~ . r,,, ':1 J1 , k : ~ , a i t ~ ~ x . t„ . , 1 ~ ~ . . . is .1 ,.,i i 4 ~y f. ~ ii. ~ . r,, t f2 . v, . ;i ate, ~ t , E iE 1 iE F ~M~ ~ i., k' ~ ! t' i ? i ~Ei~ 't y ' 2 ' f' A, w, ~ fi;.t 9 ~ ~ ~ 1, ~ E' 4;~': - rt',~; , E i ~nS r i , > , ~ , ~ 'f s f ,j ' f E ;u ~ ~ , g ~ r , '.M a ,r ~ „ x , , i , i i ~ ~ ~ ~ ~ t ~ ~F n ~ t t. E h.; ~,l ~ ~ ~ ~E,' ~ ~ ~ 4 2 ut,, E~, N ~P t. f ~ , . Y " ~ , . , ~ gt ~ t ~ i';~ ~ ,'i ~ ~ ~ r I~;;~~~(r Eli(, ~ ~ '4 NE~'A Aw' ~ j-i I 4 - i ~ ~$~m Et t ~ ~ z i t , c y 'E -{fig P, "E ~ 7_. ~IFtf e~' ~ ~r ~ ;I E "lt, t1 , o~,'i. Y. , 1": 1 €i l E t k Eit Et t ri ti ~ ~ f . :;i ~ ~ ~ j r. t. E E ,vl~ ~';i {i i i ~ ii ~ r ~ ~ y4',, . t E 5 Ft i" 1~N df! ~ ;2' ~E u p~~ ~ , ~ Y < ~ ~ ~ ~ , "4r. Jk eE f~ nix, ~uf~;ir, E,¢,i ~ hN'. e ~ hG ~is % ~ Eta E.. r' i~ ~ t ate" . % Y ` .ink 1 a tW •a,a Mr of h • ~6 4 ~ 1 R~~P~iu a gym.. r l t ~ l;? _ z . ~~fdE. ~I ~ e~ h~~~ s{r - r~» ~ r~ I ~ f T ...t..,. f ..,.~..w, ..m..~.....~. «...,~.,T ~w,. ra,wa~, Myll~ M r ~ r~ e~yr rMl~ h~ i r7r` (h. < ~~A ,,tt . Ft, 1~ Y :x6{ { ~E.I; ,<< 1 ,~;~gg, ~ 1 T~.,.. ~ ~ `I~€~~6 ' ~ ~ ~ ~ ~ ~ Z ~ ~ ~ a ~ ~ i t z s~ I C Z ~ ~ N . ~ -wry. ~r ~ ~ ~ ~~MH x~;a K '~~~q i„ N ~ ~ ~ ~ 8 ~ A , >~~E 14h. ~ ~~f! n - ~4 / ~ ~ E' f' Y„ j;. ~ . ~ , is w~ ~ D ~ . 1 ~ f 4, , k,t a ~ i; : ( ` - f, ~ ~ v 18 RC J.... ..»T,.,,,, w.....,, 3{, A °f„!I: t; 'R ~l :t: ~ ~f,t ~ ':f E'-: t t : t E i1 t ~ 3 i .~.E.,,i: ,~l) hrwwM +En~*M~ w+++r~w~w' : -~~f`. tE t, lfl`A~ I ~,EE i, , b ~ ~ ,.a <3r ~;V ~Lw..?~'"', :.:^~i, A ~E t li u 5 E~i `~.tlfr{. kt f .113 ~ f .a=:-..ri,~ V ~ : f «sx~"MA „+w. - w ,M ~ +wiR. MwM~ n~i~, .ww "i~r 6"".~,,. I ir? ~T't hEl ^ .+wr wwb~:~w'y,,,;~, I~ II i!'~,, hv~ ~ ~ r a b. f~~ ~ S~ ~ I Ef~f, ~i fi,t';I,~ ~IE~ E St, „„~;m.~. w..wr•,w. K E r~+~+~' !!w. Yom: .""«tw' , * ~'i C, ~fl'1;, "'~iA.n+AMfM+,+IfR ~ ~ S'r"'?ii 1 ~ 11 ~ f f. ~id~ `ti, €E€ f,. t ~ E' II i 11 ~ i1 Ei ,p:: I (f I ~i I ~ ih q' ! , ,.n,. .,rrw"""»~+°r ww•,.n .~wwi , ~ fE,I E, ~~i ~ ' ~1 € r, f> rvw.~wnw r,w~r., »w~w+ 4,w,+,rwr 1 I,~ ~ r; t, o ~J M ~E ~ " y ` h N ~„i A i { ~I• 1t.. €,y4 Eoa »a«.•»,+e~' y¢, .gyn. h II,I,I ,sf' ~ .I ^..'q Way" E, f s. EyI ~ I I ~ ql ' ~ ~ ~ P , ~ ~ ~ rE ~ .,,E Ii RE i~ r J'F I ! ~ .~yrdA~'' ' , t ~ s. ~'br kkr E .I~;. ° ~t r ~ x, ~ ~ ' } : ~ by o. r i.. ~ f, GJ~ i ~ ~y +I -i: y i~~ i}' ~ E It ~ t; 7 ~ r~, ~ , h }~M t ;Y' 1 i ~~I`' 'y E 'X f'.' 1' 'fi` f' s, , , ~ r Ia E ` p,.: o i~ r rr ,h ; ~ I ? ~ aJl ~ ~ ,A , E.€~ t . Et. i~', i' ' E.~~1,i~. i'' 'fll~.. .141`. a •w • y~ ~ , , , , ~ i. , fi / ! ~l;f / E,. y 9;' Y~:, ~ € C~ „w:; Y, F J+ { ~ aN d~, ~t v. K. .r i ~ , t f ~ / ~ / E ~ w ~~~...III ~y ~ t E t114i. 1 (t .I~~ ~7'I;1 t j E~l~j i, E N i,~ - r~.11 ,r It ~ EI I t t ~ 4~i, nr{II ~ Ekti ~GN4 ~ `'`I Ef~ld~idl'EE,r p K r' ~ ,rrt. z,'r j E• b i. p~ , ryr F ~ h,, r' ~ ~ r: x -°a t ~p t . E ' , I jF ~ ' 'r r dNl~ . 4''B C ~ a: ~ , , t 11 ~ (,1, r , r ~,r ~ 1 pp 1{y~ V 'St y r ~I 1 P E ~ ~ ~t d fit. i'~ j 1 ,:.7 I PO BLE € X11 iiLL VV ' 1~' °1E k t ~ ~ ~ ~ ~ ~ ~ s t n,E & ~hi ~,i fir. tgh~ ~ E ~ ~ { e to .'f..' r t F ~ I, 3 .r. ri° ~,b~ ~ ~ iz ~ off, 1, 4 [~a~,li F ~;;I~ ~1 ~i ryan i:~ ~ , ~ ~i ~ " , a ~ ,i A ~ ~h4'~1 ~ , t~ ~`t~~~ 14.~' ~I 't Miry` • ~ t ~ it M E d~' @~~€ rEf ry~,~~', .a', , ~ ~ kf r } Nr, ~ p ~ ~ ~ i Eilg r~s it {f i I,` N Y; fly f~l, ~ ' Ellti 1 i ~i » G~^"~' f ~ ~i~G~ Y VIIIIMi~ ~l` iP. '~D I} ~ 73 ~ 1 I ~ ~ Y y ,I Ph . {.{r. „E,t~ J f 1' ^ ' ? Y .~f. 3. 4E n, .w ~y k. V i~~, i:E ';f' ~ ~ ~ ~ bi. ~ ~ ~ ,.a~ f " - t j, ~ , ~ ~ EE ~o l.'~6e' E 4j ~tEl~ i ~V ~ 1 p , + ~ ~ e;:~. ' IE~ E~~f Et 7 ! t!!~ kk ~ Iq~ t' Tf k~, i' ~r ii&y@'~ t ~,i' n , , ~ ~l :"i lti ~ N It b T f I` . k'i 1 i ll~J i~ !5 6 ~ t E' ~"n, ;€P d iYE 4 e ~ r xs"' i,~€ € k r~,,.~ , ° Y ~ "~1 ~3'I: ~ Ef , , I'. , E ~ i, ~ I I ~ g fir. ~ . >t h ;t. ~ Ali ~ i N ~1~;. .gyp ~ ~ +Ek ~ t~,';, ;6f !i. ~ ;;r i ~ , „GI ~ ; s ~E hi Y ~~i ~ b A ':i ~ ~ i •,1,~1~II € ~Et~i. X71 r„ 3 1 , IIA kk : ! 1' , ~i~1' ' ,~~~.,i~ ~ phi E E " ~ -v.< i iihl : ' :~:ta , 'N'' [C S C ALE ~ 1{F Ile~ry, ~ ~ t 1 "i I.E~:~, l ~ _ - n d~. .C......... ~ ',i' ~ ~ ° 117:1 < < ,i)' f~ E, r. a.. ~ ~ 40 D 20 40 so r~. _ M i 'i ~i 5~ ~ ~ if 1 L ~d~b~ Sri. ~ .L ~ 1 I 1j1 t ~ Iyy ' i E i ' 1 ~ ~ f! !Sit l1 ~ 1 E ~S ~ ~ h 1 r l~ Y ~ ~ ~ 1 I~ I I tE! ~ ~Y pI, .,r , i~E I. '~E~ b~. ~M~r rWENN6 I ~E1~I) f. it f'. ~ i S:i rE~; ` ~ : t ~ ~ f f ~f ~r~~. ~ p ~ . , . , ri I I ln. h r' ~f' i E. • ~ ~ ~ y ~ rI FIEt I i i i EE, J i ~ N i ~ 1. t Tl+.. , I ~ EE i I a. rE~ ~.E:. :I, 'q.; t ' ,r,r~ ~ 1,~ ~ ~~.E E i 'E ~I. , , j ~ I'~I. ~r,lE E E ~ a~ ~ r ~ ~5'1`'KR', :'~N;7,•'Id•9'r E E ii1. ~Ihr i~ ~ j{ ~4 I , t. f 1 i I ~ ~ r 1 Y'~ f ~ ~ ~:h li,, . ~ ~ ~E~f~'~ E I~EI~~I.:t{;E 7 I iM 1'I~M K~ ~ ~ , d Elf i~,`~l~E E ,?~(x EtPN ~ ~ ~ S ~ h f ~ Nd ' ~i: i ~ b F: E i, 4E E,,Ed. i f t{ E ~ F C ! ~r ~y,~;, ,laE}, ~ E E' ;ii~h I~,: :i 'i: ~ # s !y fin. ~ ` J. ~51i~~ ~i,i ~ry.~! ( IH.. 1 ~Pe ,Ail X~ r€, ~ llft 1.~rCS, ~I toy a ` x` i e - r: o. ou>.~~"' .~~{{ia~,E EEb:::E~ Y... i;~ ;i aI~N. f ti. G` 1.,14,%., 'r s, ~ ~ 4,.r, Ei sN r i /y: J -S~~. Y)R%... ~ w. ~ Ul'..i4R:li , ~ ,C <..~,.X.. , ~ .I.i ~E4. ,~I;r: I , t 1 i,, .w , ~d'~ ~i'': , , h I..;,' ~ a, . 1 inch Fser ) = ao eG • 1 • Y 1 • r • y r Y Y r • Y Y Y Y r • 1 r Y • 1 r W Y°D ~ • I • I • Y • • Y • Y Y • Y I Y I 1 • Y Y Y • I • • Y Y • Y / • 1 • Y • r r r I I ¦ r • • I Y • • I r r r r r • 1 r I r 1 • • I r r • r r r I • 1 • r 1 r r • rS~ r Y Y Y 1 r r r Y 1 Y Y • r 1 r '1'""` I x ~ ~.w.r 1 Y Y / • • • • • • • • • • 1 I 1 • • • • \ Y 1 / Y I Y • 1 • • • • / r r r r / • r • • • r • r r r • r r 1 r • I r I 1 • r / • / r • r r r Ewe ii( ~ i~ r • • r • r r r r ~ r Y r • 1 • • r Y ledd ~ • r Y Y I Y I • • • • 1 • I • • Y • / Y / / • / • • • • • / Y • 1 1 • • • • • r r r I r r I • • I r r • r I r r I • • r I • r • • r • • . I r r • r • r 1~ Y • Y Y Y • r r 1 Y Y Y . 1 1 Y r r . {i/ ! ~ Y Y Y r rrYYs I • I Y • • • • • I • • I Y Y Y Y I • • • • • • • • Y • I • 1 / • 1 • • r r I I r r r r I r • r r r • r r r • r • r r I r I I • r r r r I r YYYYYF r111YI11Y ~ YY. ~11~r 20 • • 1 1 1 • I r 1 r 1 Y • r r Y Y 1 1 Y 1 1 I • Y • Y / • I Y • / • Y I • • Y • • • Y ,~N~ Y~ I Y • • I / • / • • Y [ j y ~ ~ Y • r r r • I I I r r r I r • • r • I I • • r r r r r • ¦ • r • • I • • r I • 1 1 • 1 1 1 1 / r Y Y • 1 r 1 Y 1 r • • r • Y ~r ~ vrMr ~Yrw.' I • ~ ~ 0 I ~ + Y Y • Y • • Y Y • • / • • ~ p ~~(N,/7 I • Y 1 • • • I • • T" • • • Y Y r I r r • I / r I • r • I I r • r • • r • I • r r r ¦ • ¦ r • I I • • N ~ U) •I ~ ~ ~ 1 1 • • • • Y 1 Y r Y Y 1 • r Y Y / • r r 1 • 1 ~~f " y/•1/y M • Y • I • • I • Y • Y Y • • I / 1 • • Z • • • • I • • JWMM • • • • r YMIMF ~Yr/ ~ Y.rn 1 r r I r r • • r I • I • • r r r r r • r I • • I • r r • r r I I r r r • r 1 r 1 • Y Y Y Y • Y Y • 1 1 1 1 r r Y • 1 1 1 1 1 1 1 a t!') ~ 1 . • . • • . • . • . ..\r y~ • . . 1 Y . . ~ ~i Y Y . . • X ~ NN" MIMM. I ? r • • r r r I • r I I r I r . • I . • • • I r • • I I r . r • • ? ~ 15 • • 1 • • • 1 1 • Y • Y Y • Y r / r Y Y • r 1 1 r Y Y rr1~~ Yrrwrr Yrrlr•r YMFrMM Irll~•Yr wM•wlr r•YrYy1 ~r rrYMMIr •y~~ rbw,y. Iy~yY1 ~n1~• ~YYrIr 1~„•,y Y . • . . . • . . . . . . . . • . . . . . . . • . . . • I • r • I • r / r • • • • r • r I • I • . r r • • r • • • I r • • • ~w~ • • 1 • • „y~~ • • ~ rYIY•Y ~r/Mwt Y•r~YM ~r 1. r 1 r 1 / r • 1 Ynwry~ IYrrYr• •MMIIYM ~Mw MYgrYY ~ IYr4le+ +~Y•MI1a +YYnrrY Yrlrsro~ • • • • ? • • ? ? • • I r r r r r r • r I • • • r • r ? • • • I • . r • r r • rrYiYr• 'r•r~rY q••r1Y MMUp iw • • 1 • • • 1 • 1 r r Y 1 • r r ri ~"Y" +Y...Y.r a1..w„ • • 1 r • • • I • • I • • r • I r I s I . I r • r • • • • r • • • I . I • r r • r • • 1 • • Y • • 1 • • 1 • 1 • Y • 1 • 1 1 • r 1 ' . , ..r.~.~.~, , , .I.~,~.~.~.,,~,`.~r ~ . . , 'rr • • 1 , r... . , , r. r... ,r.~.~.. , .r,~, .I.~.... , , , ,,,r.r.~.. . . , r. r,.,., , ....1. ' .I r..... . • I • I • r ? • r • I r r I • • • r r r r r • r I • • r r . .wyyr "~•wr .•r war '1~wv Y~MYY r 10 Y'~rr 111•4r • • Y Y r Y r / Y • Y Y • r 1 r r • r Y Y r Y r Y • r w~A • • r • r • • r • Y I r r r • r r • I • • • r • I r r Y r • ¦ r • • • , • r Y r r 1 • / r • 1 / r • r • • Y • • r Y r r 1 "\YY\b .y\yrw . . . , . . , , . ~ . N I I r r r r ? X r r r 1 • I • • r • • • r r r • ¦ • r r I r r • r M • • • • • 1 1 • Y r r Y Y r / r • • ~MIIY. '\YYN~ . , , r , , , . . . . r . ~ . ~Y . , . . . . . . . . . r. r. • , , , , . s ....r • . , ~ . •r 1 . • • • Z "",,u. r r r • r • • • • • r r • I r r • r • ? • r • r r • r r s I r I • 1 • 1 • • • 1 • r r Y r • 1 r r r Y Y Y r r r r Y r ""Mw ~,.a , ....~.~.~.~.rr~. ..r . . . , , . , , . Y • O • 1 • • • / • • • • • YM~ • 1 Y 'W.tiy! \ Y Y r r ~ ~ ~ ~ ~I. . . ~ . ! r . . r . . ~ r r r . , . Y~ /r , 1 ~ ~ . / M.Y+r . . . r r , . r,...~. . . r . , , . • r • • r • • r r I r • I • • • • • • r I r I I r • I r • r l~ .......................o.,,.... • • 1 r r r r r Y Y Y r r Y r • Y Y r Y r Y 1 . r r Y Y ~ ~ w,~ .r A wYy,~ 'YI„~~ . . . . . . . . , hao\w ~ ~h.•~ • r r r r r I • r I • I • I • • r r • r • I • r I r r r • 1 1 1 r Y Y 1 Y Y 1 Y r • Y r 1 r Y Y Y Y Y 1 1 Y 1 • Y / Y M Y • I • • Y • Y • • / • • • / Y Y • • I Y • • Y I • • Y • • 1 Z ~w mow, ¦ • r r r r ¦ I r I r I • r • r • • • • • r r I I • I r r • I r r 1 r r Y r • 1 • 1 r r Y r • 1 Y Y r Y Y Y • r 1 1 r • Y 1 , 1 ~ • Y / / Y Y • r • • • • • 1 / • • • • I • • • r • • • • • • I • r r i • r r r • I r r r r r I r r r r • r • • r I r • I • / r r r • r r r r r Y r Y r 1 Y r r r Y Y r r r r r r • Y • • W ~I / • • • • • Y • Y • I Y • • • • Y • • Y • • • • • Y • • • ~ • • • Y r r • r r r r • • r r • r r r I r • r • r ? • • • r I I I r r I r r ¦ I 0 i ~ M M Y • 1 r • • 1 r r r Y / r r Y r Y r r r r r Y • • • • y • X • . ~ \ • . / . . . . Y Y / Y I . . • . / • . • . . I ~ • ~ • • r • • r r • I r r ¦ • r • • • r ? ? • • r r • • I • r r r ? r • • r • Y r Y Y r Y Y r r Y Y / r • Y Y • Y 1 • . I . . . . • . . . . . Y . . . . . • . . • r r • r * • I • • r r r • • • r • r r • • • r I • r r r • • • Y r r r r • 1 / 1 r r r r Y r r r • Y / 1 Y 1 r Y r • Y I / • / • Y / Y • • / • • Y • • • Y • • • • • • • • • / • • / ' ' • I r r • I r r / r I r • • r • • I I r r • • r r r • • r • I +~~y, `4 • r • • r r r r • • Y r r Y r r • Y Y r r r r Y Y 1 • Y 1 . • . . . . I . . • / . • • . . Y . . . . . . . . • . N ' s r / r ~ • • I r I • Y r r I • I • r I • r r I r • r Y r r • I r -5 Y, ~ ~ , • T? • ~ ~ ~ ~ N ~ N c0 ~ c0 t0 l7~ V• ~D t0 ~ ~ d' ~ ~ r • 01 r- r- ~ ~ i PREPARED IN THE OFFlCE OF. DATE: 1 HORIZ A A ~ » ~ ~ , VER I • TICAL SCALE. TERCEPTOR 24 ~ • ~ M ~ Mrr ~ ~ rr REV/ No•: REVISION: DAZE: DRAWN BY: CHE CHECKED BY; w DRAWN BY. • , ; ,w,, RELOCATION Thin rin~i~m~nt tnnRthar with fha ~nnran4o nnri r~ACinnQ nraQan~Rrl harQin ne nn ine~r~im4n~ of QorvS~o ie in+enr~or~ only fns +tie ene~i~n ~~~r~~ee 1 ..rrw v vwrrr r.r., • ' •r. . _r.v -,--1- -.w vvv.,r- rrvwv.r -ww . .-v..., wv - %W wI r IVI I• VI VVI?IVV, IV II I%VI IVVV VI117 IVI '6I IV %P10 %0%011 IV to%AI f/V%7V and client for which it was Reuse of and Improper reliance on this document without written authorization and adaptation b prepared. Y P.O. BOX 330E8 - RALEM, NOM CAFK)LM 27834-3008 Kimley-Horn and Associates, Inc. shall be without liability to KimleY-Horn and Associates, Inc. Copyright KimleY`Horn and Associates, Inc., 2007 ~-~or8 (m) sn-zaoo FAXwe (919) W"-zoso STA 31 BY: ATTACHED REFERENCE FlLES: J08 NUMBER: BER: SHEET NUMBER: 314+50 T O STA 321+90----- CHECKED JCF s~?~ KFC 011335022 35022 9 OF 11 w NOlE NO ENCASE'MO~IT REQUIRED FOR saw cr~?ra~ n~~w ~r ~ ~ COMPACTED BAq(F1LL ~ \ CONCRETE 1HRUST BLOdC SCHEDULE FLOIMABLE FlLL d~ ~ g~ PIPE BEND DESI(~~1 SIB A5~ 22 1 0 11 1 40 ~ 5 5 ~ PRESSURE FULL 1RENCM MIRTH 0.D. (SEE NOTE 1) NJ H L H L H L H L PSI 8.0 26 5.3 1.9 3.9 1.4 2.8 1.0 20 350 N \ \ SELECT BAgCFlLL UNDISTURBED EAR1H 8.0 3.5 7.0 25 5.1 1.8 3.7 1.3 26 350 MATERIAL (NO MATERIAL 10.0 J.2 8.5 3.1 6.3 22 4.5 1.8 3.2 350 12.0 5.0 1Q1 3.7 7.5 26 3 1.9 3. 350 LARGER 1HAN 2') ~ - 7 350 18.0 7.4 14 9 5.5 11.0 3.9 7.9 28 5.6 350 8' MIN ::~'?4': 8' MN CLASS B 20.0 8.2 16.5 6.1 122 4.3 8.7 3.1 6.2 24.0 9.9 19.8 7.2 14.5 2 1Q4 3.7 7.4 Wis. f:'rg i 12' MAX 1 1Y WU( ' o CONCRETE `;?4:: 30.0 122 24.5 9.0 18.0 6.4 129 4.5 9.1 350 38.0 14.8 29.3 10.8 21.8 7.7 15.4 5.4 10.9 350 42.0 17.0 34:0 125 25.0 8.9 17.9 6.3 127 4 .4 14. 54.0 2Z0 44.0 1&2 324 11.5 23.1 8.2 18.4 360 I 7. .3 84.0 25.1 50.2 18.4 36.9 13.2 26.4 9.3 1&7 350 TYPE A 1' 7HH;K CgAPRESSIBIE • BASED ON AVERAGE 9dL PASSIVE BEARING IN EARTH ~r MIN JOMT FlUER MATERIAL STRENGTH OF 2000 PSF USING SF OF 1.5 0222100 0222114R PROPOSED PIPELINE OVER E w AVER DQST PIPE PROPOSED PIPELINE UNDER EXIST PIPE TYPICAL SEC110N 7EE OR BEND TYPICAL PIPE CROSSING 0222118 EXISTING FORCE TYP. G FORCE MAIN, e 24"MJx6'FLOR ~ ~ COMPACTED BACKFILL 12-Y BARS ~N 1 L t L dJ1SS B i, 20" MJ x 8" FL 7EE CLASS B ~ (SPACED AS SHOWN) \ \ SELECT BA(~(FA.L CglAR. MAN OAF (A7 INTO TOWN) SPOT MEGl1 LUG RETAp~ER GLAND CONf~tE1E ~ 2' SCH 80 P1/C VENT PIPE 24~ OR MIELDED ON FLANGE FOR DP. ~ 'bo / ~ UNDI5IUR~D ~ w~ ~wa~ srz~u ~ - - AI s• aP I ~ - 24" OR 20" PVC FORCE MAIN, TYP. SEE PLANS Ms s ~ ~n~ r~ca~u~naas Foa HorE. I MAIIItIAL (NO MAlER1AL UNDISTURBED IAAIERIAL I LARGER THAN 2~ ALL AROUND . VENT PIPE I ~a , ~ I - - - I I ~ ~ I I CRUSHm STONE - 1/E PIPE TRENCH BOTTOAI OID. igBl+~W IRI~~ ~l 67 ~ , ~i ~ I 14!_6" AND UP 10 PIPE MIDPOINT ~ ~ 14'- TYP. f % • ~ i EAR7H ~ i ~ ~ ELEVAl10N ` I TYPE B I ~ ~ 0222 02 \ wiuTM ~nN ~ PLAN -TEE THRUST BLOCKS •a ! ' BLOCKS PLAN -BEND ~ I I ~c~u c~ TMaus w oat~t. ~N of (~7 iNro ~ TMausT (sue Nom ~o~t) L---------------- _J Ut~IS7URBED 901L COMPACTED BACIo-ILL (A~ INTO qL 2' AIR VACUUM/NR INSTALL FLEXIB RELEASE VALVE (AR1~ RUBBER SLEEV '108 P~ ~,Pw~~s g~ aP STAINLESS STEEL 24" OR 20" DI LL FLEXIBLE, ER SLEEVE < ~ 0222108 w17H SST P, TYP. )R 20"DIMJ VENT PIPE SOLID SLEEVE, BIRD SCREEN SLEEVE, TYP. ~ 8-X BARS EACH WAY, EACH FACE ~1 FACE ~ `a g~_g• 24" PAMREX RING AND 32" PAM `COVER. CAST INTO SLAB COVER. 32" PAMREX RING AND W.1 ILICTII I Cf1 IN DA~r1 CI s0 wu COVER. CAST INTO 01 AM uiucu Ihl@TAI 1 rn SELECT BAd(FKL I (IYP.) ~ _ ~ SHWLDER.~ IN ROAD v`/1Y 1w1 1`I\ 1114%7 1 r,~fi.V IN ROAD SHOULDER. MATERIAL (NO MATERIAL 12-Y BARS URGER THAN 2") (SPACED AS SHOWN) CRUSHED STONE liD A WEDGE ANCHORS. TV iowN) a• cx~t ~ a 'v' 1HRUST COLLAR i• 5'-0' 4.00 MIN. ~ VERTICAL HEIGHT OF 1/6 PIPE O.D. ON SIDES OF ~ PIPE AND 1/9 O.D. BELOYY PIPE SIB X BARS Y BARS A B 8'-J8' ~ ~5 1'-4' 1'-T A ' a. ARI C 2" gq~ gp AIR V ~ WAlERS7~OP PVC VENT (2" M PIPE CONNE AMiED JOINT • ~ • ARI COMBINATION AIR VALVE 4YA~ > ~ ~6 1'-8' 1'-9' (2" MALE NPT PIPE (MM 6'j ~ CONNECTION) O222119R ,o ' • :d 24' DPS T • TYPE C FlrnNCS ~s nEau~o % , NDPE PIPE I . 0222103 < SCH ep 25.25" • 2'-0' COUPLING ' 2' S.S. BALL VARIES PaoPOSm ~ ~or~ ~s r~ PRECAST VALVE 2~ g,g, SEE SCHEDULE 1RENCH D(CAVAlION UAlITS o~TM w s • MEAT FU810M iAT FU810N J0111T, T1rP. 2~' RJ DIP CONCRETE ~ NIPPLE : ~ ~ • ' ~ 4. . a ' ao" x d tONO eooY soup 80X : 3'-0' BBLIND S.S. 80LTS oaEC ao" x 2a HovE s~~ ae ~.a Flrnrro a~iT ~~TM of jai ~ru~~air 8' 8 ' oo~+cn~ cawve ~~C ~ ~I~ 24" MJ X 6' FL OR . • W/ 2' TAP 1 ,ion~T ~o~ a~~ 20' MJ x 6" FL 7EE • 4 ~ ~ w~u sae szE ~ Mu~~cnu~es W ~ TRENCFI IMD1H AT BOTTOM OF REt~M1O1DA710NS INSTAL ~IBLY MIN.-"I ~s'? INSTALL "RING TYPE" PIPE. 1RENCH SIDE SLOPES SHALL HOPE TO DIP VAC GASKET BE IN AOCORDANCE MATH OSFIA REQINROr1EN75. 1RANSI?lON BLY 0252001 n • . ~ , • . 0222110R 1'YP~ CL. 57 STONE, TYP. ~C~~ CONCRETE PIPE SUPPO ~ SINGLE VAULT AIR RELEASE VALVE ASS~IBLY E SUPPORT 1.3' ASPHALT CONCRETE SURFACE 11rPE S9.5B oac~v~noN Foa ~t~rt . ~a ~ 1/2 S 1/2 S 1.5' ASPHALT CONCRETE SURFACE ME SY.SB ~TM (TYPE C) (AT A RAZE OF 188 LBS/51~ (TYPE A do B) (AT A RAZE OF 168 L8S/'S1Q BUTT DOST PAVEMO~IT . E)4ST PAVEIAENT - REPNR HOLES. TYPICAL CONCRETE 1MRUST ~s S ~'_p• q~ 1-0 ETC. BEFORE APPLYING 9dL : k ~ ~ ~M~~ ASPH 10 DOST SURFACE i 1509421 E10ST PAVEMIENT (MIN) 2" ASPHALT ~ A TYPE "I-2' N.C.D.O.T SAWCUT EXISTING PAVEMENT 8" COMPACTED STONE (118C) A 7~p~ B ~ ~ TAq( (SAT SAWCUT EXISTING PAVEMENT BI1UM f)ONC BINDER COURSE - EXISIING ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT ~ ~TM ~~~T (6' MIN. DEPTH) CUT BAgC DaST SURFACE OOURSE 6' MIN fROAI BASE M~,7t BASE COURSE - 8~ ~~I~~~Y~; Ili Y'"~' (TYPE B do TYPE C) / 25' ASPHALT CONCRETE INIERIAEDIAIE SECTION A-A A-A w ~ c~ou~ ~ ~-~a.ae e a ~ c) NOT TO SCALE (AT AN AVERAGE RATE OF 2&~i L8Sf51Q 1RENCH N~D1H NR F~EASE I NR VACWM VALVE VAULT SCI~I.~E j BACKFlLL COMPACTED 7G OF PROCTOR / ASPHALT PAVD~EN15 / ~ \ 11rPE ~.SB SURFACE COURSE PER NCDOT SPEC~1CA710N L~n~ VAIN PIPE LL~ \ TYPE I-19.08 M1ERh1EDIATE CWRSE PER NCDOT SPEdFICl1110N AR / \ # a~ F~~ VALVE INSIdE INSIDE PoM INdERT INSdE CONCRETE ACCESS DOORS # MAIN STATON DESCF~P118N LFNCaTH WIDTH ELEV. ELEV. DEPTH BALUIST N + \ (FT} (F~ (F'~ (CY) DRY SIDE WET SIDE dSCHARGE VAUL ~ u, A W Q020 COMBiNAIION AIR SINGLE VAULT 8.5 4.5 28.0 19.8 ~,7p 2 32" PAMREX d MANHOLE FRAME 24" PAMREX DI M0.NiOLE FRAME WA kRGE VAULT t NIA N(~ TOWN STREET PAVEMENT REPAIR DETAIL NCDOT PAVEMENT REPLACEWIENT 2 VALVE WITH 2" RPT COh~EC110N APD COVER ON 7pP SLAB AND CWER CAST ON TOP SLAB 2 u. APo x020 CdMBINA710N AIR SINGLE VAULT 8.5 4.5 27.6 19.4 7.70 2 32~ PAMREX p fNANHOLE FRAME 24" PAMREX d MANiOLE FRAME WA VALVE WI1H 2" hPT COFAEC71dN Ah~ COVER ON Ti~P SLAB ArD COVER CAST ON 10P SLAB NIA O2513O4R SD 1-16 NOT TO SCALE PREPARED IN THE OFFlCE OF: CLIENT: DATE: PUBLIC e o IC UTILITIES DEPARTMENT H~6 AL 07 • PROJECT: Kiml - H rn CITY TY OF WILMINGTON NC 'n = 40' NORTHEAST INTE . St ~ vERnyn~ scn~: TERCEPTOR 24 ' ~ ~ _ ~ DRAWN BY: 4 FORCE MAIN REV. No.: REVISION: DAZE: DRANM BY: CH ~E~KEO BY a nrl A~~nriatp~ I n~ n~E~ RELOCATION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose Vis owl / \VVV V~Vi~VV Rn~~IVP.o. BOX ~oee - RALEKlH, NORTH CAROLINA ve3e-3oee ST PHCM: (91D) E77-2000 FAX- (91D) E77-2050 ? Aw %ff %W low DESIGNED BY. MI~VCLLHIVCVV~ and client for which it was Reuse of and improper reliance on this document without written authorization and adaptation b prepared. Y Kimley-Horn and Associates, Inc. shall be without liability to KimleY'Horn and Associates Inc. ' ~cF ATTACHED REFERENCE FILES: JOB NUMBER: Copyright Kimley-Horn and Associates, Inc., 2007 CHECKED BY. TANDARD DETAILS sElu.: KFC 011335022 ~BER: SHEET NUMBER: 35022 10 OF 11 c ~ _ URB INLET DEWATERIN CONCRETE BLOCK ' PAVENIEMT +~"r.' ~ RAI?. PAD., SLID, : PAVEMENT' ar ~ ~ R~~J 4 y'" ~!J? C1 g'n 2rlOa t n ~;.T7 '~er Q 1~n ~ ~~Y1~TAVC it - o s - O D 00 0 - UPSTREAM END OF STORM DRA ~ ~ oo - 1RENCH 3/4" EXTERIOR PLYWOOD )RM DRAIN „='11 ~ ~ ~ ~ ~ _ fi't' ,fir ~ ° u G ' s DD is `Z7Q ~ ~ 1/3 PIPE DIAMETER E" w ~ _ _ .....____..~..,M..._... _ O p , 1''-Q" CURB ANC 6lITTER 1'-8~~ CltRB AND 6illT1'~R g° g„ n ~ ? • ~ ? ~ ~ ~ . t D D D o - ~ - ° S OVERFLO - _ ~O ~ - cork ccNCR~ cups 4 -0 A D OVERFLOW - - ~~-0-"-- °F ° PAVEMEFi1` Q_ RAD 2'-0" t o° o ~ o~ v • 4; ~ ~ 2'-A"` IiSN. " flJ10IU3 ~ a/~` t' p" it pu ~p ~ ~ . y ~1._ou • ~ - °~o q q ~Q - ~ _ 12" r ~ ~ _ rs ~ ~ .s r WIRE SCREEN GRAVEL FlLTER CONCRETE BLOCK 2:1 SLOPE,GRAVEL FILTER BURY BOTTOM OF PLYWOOD :MPORARY SEDIMENT WIRE SCREEN DEWATERING END VIEW SECTION NOOD D ~ ~ ' EXFl~$$~A~ 6U_~t:E_R; SNbUCOER SRN MUTTER „ H ION RUNOFF TEP PoORAR POOL PLYWOOD INLET PROTECTION ~ ~;f ~ BECtION YIEMf ~OF GUR6S OR GURd$ AIiD AUTTER$ OVERFLOW FlLTERED WATER x.11 WS D M NTi ~,r...,_,~.._.~...~~ s . ~ Q GENERAi NQTfS: FILL " X 1" DEEP '4.~ 1' MIN 2' MAX UPSTREAM END OF STORM DRA )tM DRAIN -PLACE C~FTNACTION JOIN78 AT 1~ INTBpVALS EXCEPT THAT a" r ' JOINT IrITN JOINT J JI 1S SPRGINti YA'Y BE USED 1NFIEli A MACN2NE IS USED QR 'NIHEIV F- y; ~ ~~-a~' S1EEL FENCE POST, TYP 'P ~ 3ATISFAC7flgY StFPPORT FOR TFIE FACE FORM CAM B£ OBTAINED SEALER '1 NIT7'i~I~UT THE SSE OF TEi1PLl1TES ~1T 70' LNTERYALS. „ RAD. ~ QINT g~E " TRENCH Y. HARDWARE CLO'iH -JOINT BPA~YNd i~Y BE ALt'ER~D IP RE~iiIIREp BY tME 6N(iINEER. . ~'b RAD. PAWENENT ~ gl~tFA~E' r~urre~ ~ or ~ . 1/3 PIPE DIAMETER -GONTflACTION JOINTS IA14Y BE INSTALLED INFTW THE USE OF v 8URFACE , f t~MPLAtE$ ~Iti FpRMEd 8Y dTHEq APPfiOVED M~THObS. s a ~ . DROP INLET SEDIMENT WITH GRATE ~'i COtI3TRt~"~ NOlI-'1'~MPLATB FORMED JOINT8 A MIN. OF 1I~° DEEP. , _ ~ t: u s -•t , c~; , it -FILL /Kll CON9TptMrTIlNiI .141NT$~ EXCEPT IN 9"x6" IAEDII[N CURBS ` ~ µ ' r <r'. v,~ ~ , ~r W ~ SEDIMENT ,'D~ ~ ~.4 ~v-' ~ WITH JOINT FELLER IIMl . BEAKER. PROF'+~ED ~ PROP. .a- •8PACE EXPANSION JOINTS AT 90' IWTERVALS M1D ADJACENT T4 r ~'~~:,~IbIN7 FILLER ~ CONSTRUCTION SPECIFlCATIONS OVERFLO LAY ONE BOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW OVERFLOW .ALL RYOIO OBJECT&. JQI PAVQAENT q ' ~Dfl JOINT' WIRE SCREEN ~ : ` 1. LAY ON • ~ THE CRE ~~S O~ 2" X 4" WOOD STUD s~~ j EDGE O CURB INLET OVERFLO PLACING Lt1NG2'I'~INAt. JOINT ?RAND BXP1UisI0N JOiN ~M CURB IIND a1JTTER f0 ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2" BELOW ~ ~ SlCTI(111 VIEM? OF JOINTS I'HE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN 84$,01 OVERFLOW OCCURS. IF NEEDED. GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY % PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS. WASHED STONE FlL1ER ACROSS PIPE INLET 2. CAREFU CURB INLET PROTECTION OVER A SD 13-02 CAREFULLY FlT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS END VIEW SECTION OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. ION EXPANSION JOINT NOT TO SCALE 3. USE CL OF THE USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP STONE FlLTER INLET PROTECTION OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. AT 30' INTERVALS(TYP) ~ D.O.T GRASS LINED CHANNEL (PERMANEN» S1ftAW W/ NETTING D.O.T X57 WASHED STONE IS RECOMMENDED. ~~f ~~f DROP INLET PROTECTION OZZ7O~ O STRAW W/ NETTING (lEMPORARI~ SD 2-14 LAZA ARE ~ 2~_g. •_g. ~ NOT TO SCALE } f* 1'-10.5" 1" SCORE(TYP) ~ ,k ~ ~ l 1 ~ 3 ~ 3 i 1'R 1~"R 1R 1 TYPE 1 4~R a ~ ~ ~ • : ~ DITCH EROSION ~ • % ~ ~ RElEN110N BLANKET q. j: ~ GRASS LINED CHANNEL (PERMANENT SEE DETAIL 0227014 ' ' ~ • ~ + DITCH EROSION RElEN110N BLANKET (TEMPORARI~ ~ ; ~ ? ~ ~ .75" WHERE CENTER E CENTER MEDIAN CURB IS REQUIRED \ / GUTTER SHALL :R SHALL SLOPE AWAY AS SHOWN 3 3 VARIES AS DIRECTED BY ENGINEER 10' MAX. TYPE 2 TOP STRAND MIN. X10 GUAGE STAY WIRES MIN. X12-1/2 GUAGE STANDARD CURB SEC '6 SECTION TYPE "A" ~ 3 3 TO SCALE STANDARD SIDEWALK DETAIL SD 7- SD 8-15 NOT TO SC NOT TO SCALE S B A A SPILLWAY SHALL BE 1' MIN. BELOW LEVEL OF LOWEST BANK CLASS A STONE LINING 2" MIN. 12" (MIN) 12' TYPE II GEOTEXIILE ~ TYPE 3 SEPARATOR ~ TYPICAL DITCH DETAIL (SEE DETAIL 0227021) j BOTTOM STRAND MIN. ~E10 GUAGE \ ~ ~ ~ j L H / ~ / ~ RFA~ / ~ ,~0~'~ ~ J STEEL OR WOOD POST \ ~ N~ ESTONE F R-#57 STONE P~ (5~~ 3g' ~ ~M / o " 0227011 LASS "B" RIP-RAP FlLTER FABRIC Q SECTI NOTES: GROUND LINE o SECTION B-B 8 PLAN NOT T . WIRE SHALL BE A MINIMUM OF 32" IN M FILL SLOP NOT TO SCALE NO S1EEL POST ~ • ~DTM ~ o LINE V 2. FlLTER WIDTH AND SH L~ HAVE A MINIMUM OF 6 ~j LINE HARES W~2 STAY SPACING g• i•~ / SPILLWAY-W MIN. Oo p~O~O~p tg~ MiN . FlLTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED M~ i~~~~~ 2/3 STREAM WIDTH 36" IN ADEQU ADEQUATELY TO THE WIRE AS DIRECTED ~ ~ ~ ~ / ~~o~o~~ BY TH y 3. STEEL BY THE ENGINEER ~ p ~ j~ v~ a o ~ R~~~ ~ ooooo~ o AND B STEEL POSS SHALL BE 5 0 IN HEIGHT o. ~ / AND BE OF SELF FASTENER ANGLE a ~ W N H SPILLWAY SHALL BE 6 E oR e o0 00 00 O 5~ po po p~ o° t/2' MESH STEEL 'MIN. BELOW LEVEL oOooOoo 0 HARDWARE CL011i 4. WOOD . WOOD POSTS SHALL BE A MINIMUM OF 6' 3 N / OF LOWEST BANK IN HEI ~ ~ = PD E ~pTMI~A~ ~5 WASHED STONE o 1-1/2 25 5 ~E N IN HEIGHT AND 3 OR MORE IN DIAMETER PO I2 WI oiNGOT LESS THAN ~ WIRE SNTroAPLES ~ 12p 12" MIN. ~ A~~ ~5, O~,R~ ~1 011 pR~' 18" 18" MAX. ~5 ANCHOR FlLTER FABRIC SKIRT AS DIRECTED BY THE ENGINEER SECTION A-A TEMPORARY GRAVEL CONSTRUC110N ~ t~~N ~ R~W 5 ~ICr"' OR 8 GRADE LJNE ENTRANCE /EXIT ~STpIJE GUIDELINES FOR TEMPORARY SILT FENCE DETAIL DITCH CHECK DAM 0257701R SD 13-01 SD 13-04 NOT TO SCALE NOTES: 1. A STABILIZED ENTRANCE PAD OF ~5 WASHED STONE OR RAILROAD BALLAST SHALL BE LOCATED WHERE CV ~ NOT TO SCALE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. NOlE: 2. FlLiER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR 1HE CONS7RUC710N ENTRANCE 10 FEET MINIMUM LENGTH 3. 1HE ENTRANCE SHALL BE MAINTAINED IN A CONDI110N WHICH VNLL PREVENT TRACKING OR FLOWING OF 3'-0" MAX SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. 1HIS MAY REQUIRE PERIODIC TOP DRESSING TO 1RI1P SEDIMENT. 4. ANY SEDIMENT SPILLED DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ELEVAl10N SEC110N STONE FlLTER STONE FlLTER 5. MAINTENANCE REQUIREMENTS PER SEC710N 6.06 OF NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING AND DESI(~1. 022~0~8 PREPARED IN THE OFFlCE OF: CLIEN P V B L I C Kiml -H ~~~~~~ti ~trt ~A g-7-07 PROJECT: C UTILITIES DEPARTMENT H . 5~,~: e orn CITY n A ~~E: = 40' NORTHEAST INTE ~Y OF WILMINGTON, NC ~ ~ ~ '~R;M"`~4: rERCEPTOR 24 REV. No.: REVISION: DATE: DRAWN BY: CHE CHEgCED BY: I I n DRAWN BY: FORCE MAIN RE * ~ ~ JGB RELOCATION a ssoc ates c. ~ M M I S C E L L A N E 0 l J S ncsioucn RY. finis aocumenx, togemer witn me concepts ona aesigns presentea nerein, as an instrument or service, is mtenaea only Tor the speciTic purpose and client for which it was Reuse of and improper reliance on this document without written authorization and adaptation b prepared. Y KimieY'Horn and Associates, Inc. shall be without liability to KimleY-Horn and Associates, Inc. 27836-3068 P.O. BOX 33088 - FLALEKIH, NORTH CAFIOLM CHECK D B. SER: SHEET NUMBER: Copyright KimleY'Horn and Associates, Inc., 2007 PHONew (99) W77--ooo FAXon <fmft> erg-2M STI ? , ail F S TANDARD DETAILS ATTACHED REFERENCE FILES: JOB "UMBER: SEAL. KFC 011335022 55022 11 OF 11