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HomeMy WebLinkAbout20170731 Ver 1_4-Original Bid Drawings_20170612UTILITY RELOCA TI01� FOR 1�CDOT TIP PROJECT U-33348 �M�NF�E�D To GRAPHIC SCALES 50 25 0 50 100 � PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 5 0 5 10 PROFILE (VERTICAL) ; � �q2 ��( �� � ' S �pP ,� 1 00�� I � �' �� ,- � � � � �1 / � , � � � � � — ,, , SHEET 1110. � � � 1 S�`ee� ��. � � e'� 6- She I11lDEX OF SHEETS 1 2 3 4 £� S 6 TO I4 IS TO 20 DESCRIPTION � TITLE SHEET UTILITY SYMBOLOGY 1VOTES DETAILS UTILITY C011lSTR UCTI011t SHEETS PROFILE SHEETS Sre e'� � � �-_�-- ' =_ ,\. ,� �0 Sree Sh��t � 1 ; � �- � -- � � � , � \ �SMiTyF �� � `� Y C /�eTQ . � I ' �' g � ��; ��NF ��;��5 � � �OKER , �� S� � � � �'� �AIRY R % �.. �`% WATER OW11tER 0111 l'ROJECT (1) TOW11I OF SMITHFIELD � SEAL ,,,,,,,,,,,,,,,, ,:'�,�t� .CAF�O �.'•. . , < 2 ,� � �° •oFEssro• . -� ; ;�QQ "-�� �. SEAL �. -� 378738�sl�� �: '' � � �' �� . ��_% q''��!GINE��'��; y�7��y� ��' �FS •.R . . G�<. ��� '�,,,,,,,,,,,,, � , ,, �_ _ i Document Not Considered Final Unless All Signatures Completed �°o�ol�o N�a U-3334B UTILITY CONSTRUCTION PLANS DESIGNED BY: THE WOOTEN COMPANY ENGINEERINGIPLANNINGIARCHITECTURE 120 North Boylan Avenue Raleigh NC 27603-1423 919.828.0531 fax 919.834.3589 License Number: F-0115 .James R. Gre�,� ��NF \�M�os ,/M � L G�� ► . ` �IE�IE]E'�" ��, 1 UTILITIES PROJECT ENGINEER � ��N �EM��s i GN`-��( ;� s �,�P hee �`� � �� �o � �� / � \ \ � � � ,p. \\� � . �� � � �v � \�� i// � Q� �'� � � �� � n,0,`v�C' �,� �/ Jc,�z. �P /i � ,. � �! � � � /� �� i��)\ �� �/ \� �, // /� ti�, 0 �\ `� F ��� � � ��� � �� � � ����� � � � sh elO�t � ELEVATED WATER TANK ,� GENERAL NOTES: THE EXISTING UTILITIES BELONG TO THE TOWN OF SMITHFIELD. 2, THE PROPOSED UTILITY CONSTRUCTION IN THE TOWN OF SMITHFIELD/JOHNSTON COUNTY SHALL MEET THE APPLICABLE REQUIREMENTS OF THE NC DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" DATED JANUARY 2012, THE TOWN OF SMITHFIELD'S STANDARDS FOR WATER MAIN CONSTRUCTION AND THE SPECIFICATIONS INCLUDED IN THE PROJECT MANUAL. WHEN IN CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL BE MET. 3. ALL WATER LINES TO BE INSTALLED WITHIN COMPLIANCE OF THE RULES AND REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES, DIVISION OF WATER RESOURCES, PUBLIC WATER SUPPLY SECTION. PERFORM ALL WORK IN ACCORDANCE WITH THE APPLICABLE PLUMBING CODES. 4. THE UTILITY OWNER OWNS THE EXISTING UTILITY FACILITIES AND WILL OWN THE NEW UTILITY FACILITIES AFTER ACCEPTANCE BY THE ENGINEER AND THE UTILITY OWNER. 5. PROVIDE ACCESS FOR THE OWNER'S PERSONNEL AND THE OWNER'S REPRESENTATIVES TO ALL PHASES OF CONSTRUCTION. NOTIFY OWNER PERSONNEL AND ANY OTHER UTILITY OWNER TWO WEEKS PRIOR TO COMMENCEMENT OF ANY WORK AND A MINIMUM OF ONE WEEK PRIOR TO SERVICE INTERRUPTIONS AND TESTING. KEEP UTILITY OWNERS' REPRESENTATIVES INFORMED OF WORK PROGRESS AND PROVIDE OPPROTUNITY FOR INSPECTION OF CONSTRUCTION AND TESTING. 6. THE PLANS DEPICT THE BEST AVAILABLE INFORMATION FOR THE LOCATION, SIZE, AND TYPE OF MATERIAL FOR ALL EXISTING UTILITIES. MAKE INVESTIGATIONS FOR DETERMINING THE EXACT LOCATION, SIZE, AND TYPE MATERIAL OF THE EXISTING FACILITIES AS NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED UTILITIES AND FOR AVOIDING DAMAGE TO EXISTING FACILITIES. REPAIR ANY DAMAGE INCURRED TO EXISTING FACILITIES TO THE ORIGINAL OR BETTER CONDITION AT NO ADDITONAL COST TO THE OWNER. 7, MAKE FINAL CONNECTIONS OF THE NEW WORK TO THE EXISTING SYSTEM WHERE INDICATED ON THE PLANS, AS REQUIRED TO FIT THE ACTUAL CONDITIONS, OR AS DIRECTED. g, MAKE CONNECTIONS BETWEEN EXISTING AND PROPOSED UTILITIES AT TIMES MOST CONVENIENT TO THE PUBLIC, WITHOUT ENDANGERING THE UTILITY SERVICE, AND IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS. MAKE CONNECTIONS ON WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF NECESSARY. g, ALL UTILITY MATERIALS SHALL BE APPROVED PRIOR TO DELIVERY TO THE PROJECT. UTI LITY C N TR O S TI N uc o �0. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT AND NOT TO DISTURB EXISTING PROPERTY CORNER MARKERS. ALL DISTURBED PROPERTY CORNER MARKERS SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR. 12. REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR ITEMS SHALL INCLUDE, BUT NOT BE LIMITED T0, EXISTING SIGNS, MAIL BOXES, STORM SEWER PIPES. REINSTALL ITEMS TO THEIR ORIGINAL CONDITION. INCLUDE COSTS IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED. 13. SUPPORT, RELOCATE, ADJUST, OR REMOVE AND REPLACE EXISTING UTILITY POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUCTURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. 14. 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND OTHER GRAVEL AREAS FOR THE DISTURBED AREAS. CONTRACTOR SHALL MINIMIZE DISTURBANCE. 15. OPEN CUT PAVED AREAS, INCLUDING DRIVEWAYS, SIDEWALK, AND CURB AND GUTTER. OUTSIDE OF NCDOT ROAD CONSTRUCTION LIMITS, REPLACE PAVEMENT AND CURB AND GUTTER WITH NEW TO MATCH THE EXISTING CROSS SECTION. 16. ANY SERVICE INTERRUPTED BY THE CONTRACTOR SHALL BE RETURNED TO SERVICE AS SOON AS POSSIBLE AND IN NO CASE BEYOND THE END OF THE WORKING DAY. 17. CONTRACTOR SHALL REMOVE ALL ABANDONED UTILITIES INCLUDING VALVES AND APPURTENANCES IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. 18. UTILITY OWNERS SHALL OPERATE ALL VALVES, UNLESS OTHERWISE DIRECTED. PR4JECT SPECIFIC NOTES: 1. PROPOSED WATER LINE SHALL BE PVC C900/C905 DR-18, RJDI CLASS 350 (RESTRAIIVED JOINT DUCTILE IRON), AND FUSIBLE PVC C900/C905 DR-18 (FOR HORIZONTAL DIRECTIONAL DRILL (HDD)) AS INDICATED ON THE CONSTRUCTION DRAWINGS. 2. CONTRACTOR'S ATTENTION IS DIRECTED TO STANDARD SPECIFICATIONS AND APPLICABLE TOWN OF SMITHFIELD STANDARDS CONCERNING TRENCHLESS INSTALLATION. IT IS CONTRACTOR'S RESPONSIBILITY TO HAVE BORE DESIGNED AND SEALED BY A LICENSED NORTH CAROLINA PROFESSIONAL ENGINEER. NO DAMAGE IS ALLOWED TO RIVER, WETLANDS, OR BUFFER ZONES. 3. TRACER WIRE AND WARNING TAPE SHALL BE INSTALLED WITH ALL PLASTIC PIPE UTILITIES. WIRE, TAPE, AND PIPE SHALL BE COLOR CODED ACCORDING TO UTILITY (BLUE FOR WATER) AND SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. 4. EXISTING CONDITIONS SURVEY AND PROPOSED ROADWAY PLANS PROVIDED TO THE WOOTEN COMPANY BY NCDOT, FEBRUARY 22, 2016. 5. FUSED PVC PIPE LENGTHS THAT HAVE BEEN INSTALLED IN THE TRENCH SHALL NOT BE BENT OR JOCKEYED INTO POSITION WITH HEAVY EQUIPMENT IN ORDER TO CONNECT TO FITTINGS. ALL ALIGNMENTS CORRECTIONS SHALL TAKE PLACE IN THE DIP FITTINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL WATER IN EXISTING UTILITY LINES WHEN MAKING CONNECTIONS. 7. CONTRACTOR MUST UTILIZE MULTIPLE WORK CREWS IN ORDER TO MAKE CONNECTIONS TO EXISTING WATER SYSTEM TO MINIMIZE SERVICE INTERRUPTION TIME. 8. ALL TIE-RODS AND OTHER ACCESSORIES SHALL BE STAINLESS STEEL MATERIAL. 9. ALL PIPE INSTALLED IS PAID FOR BASED ON HORIZONTAL DISTANCE ONLY. 10. ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO KEEP SEDIMENT ON SITE SHALL BE INSTALLED AT NO ADDITIONAL COST. 11. CHLORINATED WATER SHALL BE DECHLORINATED ACCORDING TO AWWA C655 PRIOR TO BEING DISCHARGED TO ENVIRONMENT. CONTRACTOR SHALL COORDINATE DISCHARGE WITH OWNER. 12. PIPE CONNECTIONS SHALL BE INSTALLED PER APPLICABLE STANDARDS AND REGULATIONS, AS WELL AS PER THE CONNECTION MANUFACTURER'S GUIDELINES AND AS INDICATED IN THE CONSTRUCTION DOCUMENTS. PIPE CONNECTIONS TO STRUCTURES SHALL BE INSTALLED PER APPLICABLE STANDARDS AND REGULATIONS, AS WELL AS PER THE CONNECTION MANUFACTURER'S GUIDELINES. 13. WATER MAIN SHALL UTILIZE MECHANICAL PIPE RESTRAINT IN LIEU OF BLOCKING. UTI LITY CONSTRUCTION EROSION CONTROL NOTES: EROSION CONTROL 1. INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS 2. 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 STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. 5. REPLACE DISTURBED STORM PIPE OUTLET 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, CLASS ►►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/OWNER. 8. ANY SEEPAGE PUMPED OUT OF BORE PITS OR TRENCHES SHALL BE PUMPED THROUGH A DEWATERING BAG AS MANUFACTURED BY DANDY OR EQUAL. SEQUENCE: OBTAIN AND POST A COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL. 2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE PLANS AND IN THE SPECIFICATIONS. 3. UPON NCDOT/ENGINEER'S APPROVAL OF TREE PROTECTION FENCING, INSTALL TEMPORARY EROSION CONTROL DEVICES AS INDICATED ON THE PLANS AND IN THE SPECIFICATIONS. 4. NOTIFY ENGINEER AND NCDEQ, LAND QUALITY SECTION (919-791-4200) FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTZON OPERATIONS. 5. ONGE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION. CLEAR ONLY AS NECESSARY THROUGH WETLANDS AND BUFFERS FOR INSTALLATION OF UTILITY. 6. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY IMPROVEMENTS. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND CLEAN OUT ALL DEVICES WHEN HALF FULL. 7. 9. TEMPORARY CHECK DAMS SHALL BE $. ESTABLISHED AT LOW END OF WORK AS THE JOB PROGRESSES. 10. SWEEP PAVED AREAS CLEAN AS NECESSARY TO PREVENT SILT RUNOFF. 11. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1 2010. 12. TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORZNG PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE FOUND AT: HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION 13. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT (919) 791-4200. WHERE INSTALLATION OF UTILITY REQUIRES REMOVAL OF AN EROSION CONTROL DEVICE, REPLACE DEVICE EITHER UPON COMPLETION OR DAILY, WHICHEVER OCCURS FIRST. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE PLANS, CALLED FOR IN THE SPECIFICATIONS OR AS NEEDED OR DIRECTED BY THE ENGINEER. 9. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ACHIEVED WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER, FOLLOWING THE COMPLETION OF CONSTRUCTION. 10. PROVIDE TEMPORARY BANK STABILIZATION (TARPS) UPON CROSSING OF ANY STREAMS AND DISTURBANCE TO ANY STREAM BANKS AT THE END OF EACH WORK DAY. UPON COMPLETION OF SEWER INSTALLATION AT EACH STREAM CROSSING, PROVIDE REQUIRED PERMANENT BANK STABILIZATION OF EACH STREAM CROSSING AND STREAM BANK DISTURBANCE ON THE SAME DAY THE SEWER INSTALLATION IS COMPLETE. 11. AFTER SITE IS STABILIZED, REQUEST INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, INCLUDING TREE PROTECTION FENCING, DRESS OUT AREA AND SEED AND MULCH. ISSUED FOR BID 1 1/20/2016 NCDOT STANDARD DETAILS: 1. 300 . 01 (S H E ETS 1, 2, AN D 3) MIN. 10 GA. LINE WIRES NOTES: 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 4 ACRE AND NEVER IN AREAS OFCONCENTRATED FLOW. � cnin nG cu T GGni�� NEEDS TO PAVEMENT SHALL BE SAW CUT TO PROVIDE A CLEAN EDGE (NP.) VARIABLE AS DIRECTED BY THE ENGINEER - - l- f �--.....1.___L � 1 �. __:�._..1.. MIN. 12Z GA. INTERMEDIATE WIRES -GRADE -SILT FENCE FABRIC �;��^,�� INSTALLED TO SECOND � �P WIRE FROM TOP �ti L i�� � FRONT VIEW i �rii 4�r �STEEL POST �WOVEN WIRE FABRIC SILT FENCE GEOTEXTILE FABRIC 32" MIN. WIDTH i �iFILL SLOPE �/� * USE #57 WASHED STONE FOR REPAIR OF SILT FENCE FAILURES, AND FOR ANCHOR WHEN SILT FENCE IS PROTECT�NG CATCH GRADE BASIN. BE ,,� ,' �-6" MIN. COVER TURNED � . OVER SKIRT* UPHILL. L"-"' ANCHOR SKIRT AS SIDE VIEW DIRECTED BY ENGINEER` STANDARD _SILT FENCE NOT TO SCALE NOTES: 1. PAVEMENT ON NON-STATE ROADS 2. OPEN CUT OF NCDOT ROADWAYS SHALL BE REPAIRED WITHIN A WILL NOT BE ALLOWED WITHOUT MAXIMUM OF THREE (3) DAYS FROM PRIOR APPROVAL FROM THE NCDOT THE DATE THE CUT WAS MADE. DISTRICT ENGINEER OR AS INDICATED /- EXIST. ON DRAWING. / PAVEMENT ASPHALT PRIVATE ASPHALT PAVED ROADS UNPAVED ROADS PAVED DRIVE (NON-STATE ROADS) A. AREA TO BE TAMPED. EXIST. B. 6" CRUSHED (ABC) STONE. 72" G H 12�, PAVEMENT 72„ E 7z„ C. 2" BITUMINOUS CONCRETE � � � I� I� SURFACE COURSE SF 9.SA = i'I. D. 8" CRUSHED (ABC) STONE. �'' n; �rn �g%,� , v�; "`" — ' e�`Y�'` ' E. NEW CONCRETE "' THICKER 12" MIN. OR TO THAN EXISTING CONCRETE, BUT � NEAREST JOINT �F NO CASE LE55 THAN 6 INCHES A JOINT IS WITHIN THICK. 5'-0" OF CUT. O O , PROVIDE EXPANSION F. 2.5" BITUMINOUS CONCRETE SURFACE JOINT AT EDGE OF COURSE TYPE SF 9.SA EXISTING CONCRETE G. 2" BITUMINOUS CONCRETE SURFACE ASPHALT PRIVATE COURSE TYPE S 9.SB. PAVED ROADS CONCRETE DRIVE (NCDOT STATE ROADS) H. 6" 8 25.06 BITUMINOUS CONCRETE BASE COURSE. NOTE: SEE SPECIFICATIONS I. CLASS "1" MATERIAL FOR GRAVEL DRIVES. PLACED @ b--THICK LAYERS PAVEMENT REPLACEMENT/OVERLAY COMPACTED TO 95°/a. NOT TO SCALE PERMANENT SEEDING (MAXIMUM SLOPE 3:1) PLANTING DATES AUG. 1 - NOV. 1 NOV. 1 - MAR. 1 MAR. 1 - APR. 15 APR. 15 - 1UN. 30 JUL. 1 - AUG. 15**"* LIME FERTILIZER MULCH PI AL ER I N NTROL PR J E T TY C AND WATER LINE DETAIL FLOW DIRECTION FILTER OF # 57 WASHED STONE SILT FENCE FABRIC TO OVERLAP HARDWARE CLOTH BY 12 INCHES STEEL FENCE POST � WIRE FENCE�� PLAN VIEW STEEL FENCE POST HARDWARE CLOTH FILTER OF # 57 NOTE: WASHED STONE� 1. APPLICABLE FOR DRAINAGE AREAS NO MORE THAN 1f4 ACRE. 2. USE AS A REPAIR OF SILT FENCE FAILURES. FLOW DIRECTION i�$ 3. BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 6 INCHES. � n s., iA�J ii SIDE VIEW � � �i u HARDWARE CLOTH STEEL FENCE POST �WIRE FENCE 12" OVE �P 14 2' MAX. - I I -�I--. �� RL I i � � �� �� � ��i � �� � � SILT FENCE FABRIC—�� � � % �' /, I�I' ; I� �CBAf2_E .--. Y � � ----- -- L— ._..I° ._. - _ _-j --- 'i l --- ---___-- -- � ---_ T -- ;��-- j. r� I I r � i,i ii i ii � i i � 6" i'i i'i u �i �� u I_�i FRONT VIEW TEMPORARY SILT FENCE OUTLET NOT TO SCALE AS NOTED NEW PIPE LINE GRADE NEW PIPE LINE STATE ROAD n Il-_-_�____ �0.__ CULVERT I �- 14 LF MIN. J CULVERT q5 NOTED � SILT FENCE *12" MIN � REQ'D PLAN PROFILE CONDITION � "`18" MIN FOR CROSSING OF SANITARY SEWER ia �F nnw. PIPE LINE OVER CULVERT SILT FENCE� \ MAXIMUM ANGLE REQ'D OF BENDS=45° GRADE--, AS NOTED--, \\ %NEW PIPE LINE � CULVERT \i � � STATE ROAD � -I f - - - - - - " - � TOP OP I AS NOTED -J � - NEW PIPE LINE '��-CULVERT *24" MIN\' P�N CONDITION 2 *PjgO/,�IN FOR CROSSING 10 TONS �, cv�ss a � PIPE LINE UNDER CULVERT OF SANITARY SEWER RIP RAP REQUIRED PROVID RESTRAINED ������Q-���P�.I -- CU LVERT \, `7.5' MIN. FROM WINGWALL GRADE CONC. ENCASEMENT AS � NEW PIPE LINE �} --SEE DETAIL NOTED-� � ' I ' - - - - - -�-� - - STATE ROA� �- � �, CULVERT AS NOTED-' t�� �-NEW PIPE LINE NOTE: �— � �- 5' UNLESS OTHERWISE INSTALL AS SHOWN 4.0' MIN. WITHIN DETAIL OR P�N CONDITION 3 PROFILE NOTED ON PLANS AS DIRECTED oN r�N R.J.D.I. PIPE LINE AROUND END OF CULVERT SHEETS. INSTALLATION OF PIPE LINE AT CULVERT DETAIL NOT TO SCALE PERMANENT SEEDING (SLOPES FROM 3:1 TO 2:1) GRASS TYPE POUNDSiACRE PLANTING DATES GRASS TYPE TALL FESCUE 300 MAR. 1- JUN. 1 SERICEA LESPEDEZA MAR. 1- APR. 15 ADD TALL FESCUE TALL FESCUE/ABRUZZI RYE 30Q25 OR OR MAR. 1- JUN. 30 ADD WEEPING LOVE GRASS OR OR TALL FESGUE 300 MAR. 1- JUN. 30 ADD HULLED COMMON BERMUDAGRASS JUN. 1- SEPT. 1***` TALL FESCUEBROWNTOP MILLET/ HULLED COMMON BERMUDA GRASS 25 SORGHUM-SUDAN HYBRIDS SEPT. 1- MAR. 1 SERICEA LESPEDEZA (UNHULLED TALL FESCU68ROWNTOP MILLET/ 12��� AND UNSCARIFIED}/fALL FESCUE SORGHUM-SUDAN HYBRIDS NOV. 1- MAR. 1 ADD ABRUZZI RYE WA 4,000 LIME WA 10-10-10 1,000 FERTILIZER 10-10-10 STRAW 4,000 *"**NOTE - TEMPORARY SEEDING, RESEED ACCORDING TO OPTIMUM SEASON FOR PERMANENT SEEDING MULCH STRAW ****NOTE - TEMPORARY SEEDING, RESEED ACCORDING TO OPTIMUM SEASON FOR PERMANENT SEEDING TEMPORARY AND PERMANENT SEEDING SCHEDULE POUNDSiACRE 50 120 10 25 i2�s3o 70i120 25 4,000 1,000 4,000 100' MIN. (SUFFICIENT TO KEEP NOTES: SEDIMENT ON SITE) 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP _ TO ENSURE CONSTRUCTION ENTRANCE IS USED. II 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT EXISTING 25' OR WIDTH THE MUD IS NOT REMOVED BY THE VEHICLE ROADWAY I OF PROPOSED TRAVELING OVER THE STONE, THEN THE TIRES STREET, OF THE VEHICLE MUST BE WASHED BEFORE WHICHEVER IS ENTERING PUBLIC ROAD. GREATER 3. IF A PROJECT CONTINUES TO DEPOSIT MUD AND — DEBRIS ONTO THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PARTY. PLAN 50' OF 2"-3" STONE TO BE 50' OF ABC STONE OVER USED SURGE STONE OR TOP OF SURGE STONE RAILROAD (SURGE STONE OR RAILROAD BALLAST) NEW CONSTRUCTION EXISTING ROADWAY� 70' MIN.— 30' MIN. � � 50' � ABC STONE � \ /—� � 7-�� 12" IN. � � %�������� T ��i������/i�� �i��/��� � � ���%���/i�/���%i��i� 6" M W J �/�„/��,.�\ �\,/,�� \ _��!\..�\,/• �FABRIC UNDER STONE �- 2" MIN. STONE CROSS SECTION CONSTRUCTION ENTRANCE NOT TO SCALE 9„ �,_b„ 9, + OVERLAP ALONG EDGES OVERLAP TOP BOTfOM }d i i g� w � w0 i a oW �°� � � � MAINTENANCE: � al STAPLE LOCATIONS (NP.) INSPECT AFTER RAINSTORMS FOR EROSION OR FAILURE. REPAIR ALL � � e -�r� , I , WASHED OUT AREAS BY REGRAD- � ING, RESEEDING, AND REINSTALLING I I ��-b�� -I I MULCH. � I � ACROSS MIDDLE I � g� � � � � � o i `�' Oo I NETfING OR MATfING I O �— — — � -- — —a— — — — � — — — � � INSTALLATION OF LINER: 1. APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER. 2. LAY LINER FROM TOP OF DITCH OR CHANNEL AND UNROLL IT DOWNGRADE. DO NOT STRETCH OR LEAVE WRINKLES. 3. BURY THE UPSLOPE END IN A SLOT 6" DEEP. PROVIDE STAPLES AND OVERLAP AS SHOWN ABOVE. 4. PER SPECIFICATIONS: MATTING AND ECF SHALL BE HEAVY JUTE MESH OVER MULCH HELD IN PLACE BY STAPLES. COMMERCIALLY AVAILABLE ECFS MAY BE USED UPON APPROVAL OF THE ENGINEER. APPROVAL OF FABRICS WILL REQUIRE MANUFACTURER'S DESIGN DATA REGARDING VELOCITY, DITCH SLOPES, METHOD OF INSTALLATION, DECAY CYCLE, REPAIR TECHNIQUES, AND GRASS GROWTH ENHANCEMENT CHARACTERISTICS. TEMPORARY__DITCH LINER NOT TO SCALE Ct ROADWAY 5' FROM = TOE OF SLOPE � PAVEMENT s , � , ,�� `�;���� � CARRIER PIPE � � � ' STEEL PIPE SUPPORT � �END SEAL (SEE SPECIFICATIONS) GASPET � STEEL �� ��� ENCASEMENT PIPE NOTES: WELDING 1072-18 QUALIFICATIONS AND PERSONNEL� 1. ENDS OF CASING CAN BE SEALED USING MODEL AC WELDERS MUST BE CERTIFIED TO MEET PULL-ON END SEAL GASKET,AS MANUFACTURED BY STATE REQUIREMENTS AS NOTED WITHIN ADVANCE PRODUCT SYSTEMS, INC., OR APPROVED THE NCDOT STANDARD SPECIFICATIONS EQUAL. FOR ROADS AND STRUCTURES 2012. UPON REQUEST, EVIDENCE OF SUCH 2. ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO QUALIFICATIONS SHALL BE FURNISHED TO DITCH LINE IN CUT SECTIONS, 5' BEYOND THE TOE THE NCDOT DEPARTMENT ENGINEER OR OF SLOPES IN FILL SECTIONS, AND 3' BEHIND CURB HIS REPRESENTATIVE. SECTIONS. 3.MASONRY ENCLOSURES MAY BE USED AT EACH END OF THE STEEL ENCASEMENT PIPE IN LIEU OF END SEAL GASKETS. STANDARD BORE ENCASEMENT NOT TO SCALE UTI LITY CONSTRUCTION I TOP ELEVATION OF STORMWATER / ��� � �i411'�-r----�__� 7 WASHED STONE\T�� DESIGN OF SPILLWAYS � EXISTING SLOPE '�� 1��=�� DRAINAGE I MIN. WEIR AREA (AC) . LENGTH (FT) 1 4 2 6 3 8 4 10 5 12 _ FRONT VIEW SS 1 RIP-RAP �6„_�, 1 MAX. � I� V�ES -.iTi=i��i FILTER FABRIC SIDE VIEW NOTE: 1. HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. 2. KEY RIP RAP INTO THE DAM FOR STABILIZATION. ' RAP E !`'-�L - �i � EXISTING SLOpE .�` STEP SEQUENCE CHECK_DAM NOT TO SCALE NPDES Stormwater Discharge Permit for Construction Activities (NCG01) NCDENR/Division of Energy, Mineral and Land Resources STABILIZATION TIMEFRAMES (Effective Aug. 3, 2011) SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS \�r.' . Perimeter dikes, swales, ditches, slopes 7 days None � High Quality Water (HQW) Zones 7 days None � Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed. � Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length. � All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones. NPDES GROUND STABILIZATION TABLE NOT TO SCALE NOTE: PIPE SHALL BE BEDDED UP TO SPRING LINE AND MINIMUM 4" BELOW BOTTOM OF PIPE WHEN WET AREAS ARE ENCOUNTERED. HAND PLACED � TRACER WIRE, �r� - - - - - - - - - - DENSELY COMPACTED SEE NOTES BELOW BACKFILL TO 1 FT. I I—I I ----- -- I= ABOVE TOP OF PIPE - � � �;, I I I ------ � i, I � I � � � UND R ED EARTH ISTU B -��c - - - - PIPE - BEDDED PIPE —�. � O.D. - �_, - - - - �.�_- _�� - - � NOTE: SHAPED SUBGRADE TRACER WIRE SHALL BE INSTALLED SHALL PROVIDE BEARING -- I I I- CONCURRENTLY ALONG ENTIRE LENGTH �I I IC= —-1 WITH PIPE, OF PIPE BARREL -- �- I I I—I I I— I�'- - ��— 1/2 IPE O.D. 24" + O.D. MAX. �-- � 12" + O.D. MIN. NOTE: WATER MAINS SHALL HAVE MINIMUM OF 3' COVER. PIPE LAYING CONDITION — NOT TO SCALE —___ ISSUED FOR BID 1 1/20/2016 NOTES: 1. CONCRETE SHALL BE 3,000 PSI MIN. 2, CONCRETE FOR THRUST BLOCKING SHALL BE KEPT FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE SHAPE MORE EASILY FORMED WITH THE WIDEST PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL. 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. 4. ALL FITTING AND ACCESSORIES TO BE WRAPPED WITH 10 MIL POLYETHYLENE PRIOR TO POURING BLOCKING. 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN ON THE THRUST BLOCKING SCHEDULE. '-UNDISTURBED' SOIL (TYP.) PLAN BENDS 18" MIN. - 10" 0& LESS � 24" MIN. - 12" OJ & GREATER SECTION X-X BENDS & TEES THRUST BLOCK DETAIL _ _ _ NOT TO SCALE PR E J T TYP I CAL W ATER L I N E DETAIL N � M PLAN TEES 18" MIN. I= _ ' I�--- l r�r II G �o; I= ❑a \� _I I � �a, I �- TfT� j j r I- PLAN & ELEV. PLUGS FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS �VALVE BOX COVER � CONCRETE PROTECTOR RING FINISHED GRADE / �„ IN PAVED AREA � 1'/"I 1 FINISHED GRADE +� _- i J � '+j � IN UNPAVED AREA ,�_ BASE COURSE - � - �- - - - � - NOTES: s��_ ����N• 1. D.I.P. MAY BE USED FOR � -_ _ _ _ VALVE BOX EXTENSIONS. TAMPED BACKFILL � --_ -_-_ _ 2. VALVE BOX SHOULD NOT -_-_ --�- VALVE BOX CONTACT WATER MAIN - - - - OR VALVE. 3. CONCRETE PROTECTOR RING SHALL BE USED IN _ _-_ _ _� TAMPED ALL UNPAVED AREAS. WATER MAIN --�� -_ - - - BACKFILL ��� 1��1_ � VALVE TAMPED BACKFILL � � gLOCKING SECTION i/z" R (2) i" vENr I�1oLEs - � VALVE AND VALVE BOX INSTALLATION NOT TO SCALE TOF OF COVER A � / V " � �z„ .� , � - BQTTOM OF COV�ft � � � � 1" R � �� NnrF � � FRAME ANL� COVER TO � BE DLWEY BROS., iNC. �/q MH RCR-20U1, MH RCR �, __ --� -zociw (FOR sEa���� �� � MnivHoi_Es iF REq'o.-�s ���_ _�/= — 'LS-1 /4" �- APPROVC�L�N E4UA S�� OR 2�IAlL 3; 4"—► � 23_3�4"—� �-- 23-1/2'. ► > 1 /8" � ,. 3, � 3��., � _ .I �z„ � /,_ � � _ 1 —L � 3�4„ 1 ' �_ i � ., -� �� -� � ��'4� � � /2' I 3-3/4'� � — 22-��4"—� � �, z„ z4-i/z" �use 3/a" anicHa�� r�ous 4-3/8" - TO BOLT FRAME TO SPACER. -�— 33-1��" - - USE ROPE MASTIC SEAL � T� PJ A A BETWEEN FRAME R� SPACER STANDARD MANHOLE FRAME & COVER _ NOT ro scA�E STANDARD MANHOLE RING AND COVER — � ¢ f - ¢ � z � 1�I ` � - � _ a REINFORCING NOTE: 6" TO 16" MAINS = 12-NO. 7 BARS 20" TO 36" MAINS = 12-NO. 8 BARS BARS PLACED AS SHOWN "'"'.'���r� �..RUST P.S.I.) UNDISTURBED SOIL TRENCH WALL SECTION 1� \ �CONCRETE THRUST COLLAR (3,000 P.S.I.) __ � � � I F I I`I—I �� L1�-1 I 1=1 I I�� — � � Z� . ANCHOR I I D.I.P. �- TRENCH WALL RING - <� I `� MAIN - -t� �=— - �-- TAMPED BACKFILL . . . .. � � ` . . � i� �I�n— ... � . F f I_I I I � I I=I - I I I-i f I-I I i- - -- iii l l l � SCHEDULE PLAN UNDISTURBED _ SOIL PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR COLIAR RINGS REQUIRED _ A B C 6",8".12" �, �„ ��_p„ Z„ ONE 16" 1'-4" 1'-0" 2., ONE 20�� �.�,� �_Q�� 3�� ONE 24" ��_4�� ��-�" 3" TWO 30" ���,� �,_2„ 4�� TWO - 36 �.4„ �,�„ 4„ Two _I 8" �+ 8" MAX. FOR SPACER � � THRUST COLLAR INSTALLATION NOT TO SCALE , �„ COPOLYMER POLYPROPYLENE PLASTIC M.A. INDUSTRIES MODEL PSI-PF OR APPROVED EQUAL. /8�� !1 A /(]II POLYPROPYLENE PLASTIC STEP � USE 3/8 INCH ANCHOR �-� � BOLTS TO BOLT FRAME TO SPACER. USE ROPE � MASTIC SEAL BETWEEN FRAME & SPACER. a MANHOLE STEPS ECCENTRIC / TAPER UNIT - - 0-RING JOINT � 0 RISER UNIT 5�� 0 4' DIA. MIN. _ � 5�� 0 l - � BASE UNIT � 0 ___ �r�� o �= BRICK & MOVRTAR INVERT ���- � � > -- ° o �. < o a e �'-6" BEDDING STANDARD PRECAST CONCRETE MANHOLE NOT TO SCALE 18" MIN PIPE OD 12" MIN 6" MIN - 6" MIN C� � DIP SEWER I ANTI-SEEP I I COLLAR OF I I CLASS B CONCRETE � BOTTOM OF TRENCH EXCAVATION TRENCH WIDTH 6" MIN S.ECTION ""TTOM "RENCH AVATION PLAN ANTI-SEEP COLLAR NOT TO SCALE ANTI-SEEP COLLAR OF CLASS B CONCRETE IN THRUST COLLAR ISSUED FOR BID 1 1/20/2016 CONCRETE THRUST BLOCK AT 45° BEND. SEE THRUST BLOCK DETAIL FOR DIMENSIONS OF BLOCK. " �/ NOTE_ ALL PIPE SEGMENTS LESS THAN %" S.S. THREADED RODS � 10' SHALL REQUIRE RODDING. �� CONCRETE THRUST BLOCK � � < AT 90` BEND. SEE THRUST BLOCK DETAIL FOR DIMENSIONS OF BLOCK. ROD REQUIREMENTS SIZE OF 45° BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED 6" 4,328 2 8" 7,694 2 12" 17,312 4 16" 30, 779 g 20" 48,091 g 24" 69,252 10 GENERALNOTES 1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS STEEL. 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. VERTICAL BEND RODDING AND BLOCKING DETAIL NOT TO SCALE � PROPOSED LINE EX. STORM SEWER (SIZE VARIES) PROPOSED LINE 1-JOINT OF DUCTILE IRON PIPE -- CENTERED UNDER STORM DRAIN IF PIPE LINE IS WITHIN 3 FEET OF BOTTOM OF STORM DRAIN STORM SEWER PIPE O.D + 3" No. 57 WASHED STONE � 18" MIN. CLEARANCE NOTE: WATER LINE SHALL BE DUCTILE IRON PIPE AT AL� AREAS WHERE MIN. 18" CLEARANCE CANNOT BE MAINTAINED. INSTALL AT LEAST ONE JOINT CENTERED OVER STORM DRAIN EX. STORM SEWER (SIZE VARIES) 118" MIN. CLEARANCE STORM SEWER CROSSING RING NOT TO SCALE —� 5" �-- I r\� ; —L - '' If�✓ll' — `� �$��ALL OTHER ARES (MAX) �I J� I I � `�/ � t � � ' � CAST IN CONC. & 6"REsioFraTin� nREns (rnnx) i I PAINTED BLACK i _ �_ ; FINISHED GRADE co _�il! �i i �T —' ' � �=1 � I- `�' '' � �� -I I I-- ' � 4 EA. - #3 REBAR ' ' � (1 EA. CORNER) I� � � � I /� SQUARE MARKER � I WITH BEVELED -i CORNERS NOTES: 1. VALVE MARKERS SHALL BE PLACED AT R/W. 2. LETTERS "MV" SHALL FACE TOWARDS VALVE. 3. MARKER SHALL HAVE BRASS OR BRONZE EMBED ON TOP OR SIDE. 4. CONTRACTOFt SHALL STAMP DISTANCE TO CENTER OF VALVE INTO �MBED. 5. BLOW-OFF ASSEMBLY SHALL INCLUDE 1 EA. MARKER W( "BO" OR "MV" CAST. VALVE MARKER DETAIL NOT TO SCALE -► 10° �- #3 REBAR -� � 2�� I 2 EA. r- i ,; L F 4�� � F�� • • •� � 2�� � � - 24" ► NOTE: PROTECTOR RING SHALL BE 3,000 P.S.I. CONCRETE. CONCRETE PROTECTOR RING UTILITY C4NSTRUCTION I COAT HYDRANT BONNET AND NOZZLE CAPS W/ "ALERT" REFLECTIVE FIRE HYDRANT PAINT SILVER MODEL #1440 - - PUMPWG & HOSE CONNECTIONS HYDRANT MUST BE CLOW #67 STONE FILL i�, EQUAL TO COUNTY STANDARD MEDALLION 5 1/4" g_g^ BREAK RING TO BE SET WITHIN 2"-4" HYDRANT NATIONAL OF FINISHED GRADE STANDARD W/STORZ FINISHED GRADE - CONNECTION NOZZLE, OR - VALVE BOX MUELLER A-423 5 1/4" HYDRANT NATIONAL I�T - �-�r HYDRANT TEE STANDARD W/STORZ I I I-� I ! I I-I I I-I I I I I-I I I- I CONNECTION NOZZLE, OR BURY AS - -I I I-I I I- _I I I- � WATERLINE SIZE VARIES APPROVED EQUAL SPECIFIED - - � SEE PLANS � /; j CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK -� - NOTE: � ��� . �,: 1. MIN. OF 4 CU. FT. STONE GATE VALVE (MORE IF REQ'D). VALVE SHALL BE PLACED QN THE 2. CONC. THRUST BLOCK ��� WATER MAIN SIDE OF ROAD DITCH TO HAVE MIN. OF 6 SQ. �, FT. BEARING ON SOLID #67 STONE FILL � `� 3/" TYPE 304 S.S. THREADED RODS BANK (MORE IF REQ'D.). �4 C.F. MIN.) MIN. 2 EA. PER SEGMENT 3. DRAIN HOLES AND HYDRANT LEG OR FLANGES SHALL BE TO DIP "Aqua-Grip" RINGS OR ROMAC CLEAR OF CONC. GRIP RINGS MAY BE USED AT 4. FIRE HYDRANT BARREL �— ----� SHALL BE PLUMB. PAY ITEM JOINTS IN LIEU OF THREADED RODS FIRE HYDRANT ASSEMBLY INCLUDES �- ALL VALVES MUST BE RODDED ALL ITEMS EXCEPT MAIN LINE TEE TO HYDRANT TEE OR MEGA LUG IN LIEU ON HYDRANT LEG, MIN 8' (MAX. 12') FROM VALVE **FIRE HYDRANTS INSTALLED ON EXISTING 6" WATER MAINS, MUST BE INSTALLED USING A 6"x6" TEE CUT INTO THE EXISTING WATER MAIN. FIRE HYDRANTS INSTALLED ON EXISTING WATER MAINS LARGER THAN 6", CAN BE INSTALLED USING A TAPPING SLEEVE AND VALVE ON THE EXISTING WATER MAIN. FIRE HYDRANT ASSEMBLY NOT TO SCALE EBAA MEGALUGOO - SERIES 2000PV or equal MECHANICAL JOINT (TYP.) ` � DUCTILE IRON FITTING _ MAX.45° I `' ��� DIRECT BURY I � --_� -- DIP OR PVC-------- — --I — l� l�', --- F�SIB�E PV�TM CONNECTION DETAIL -DIRECT BURY PIPE TO FUSIBLE PVC HDD NOT TO SCALE MIN. 10 LF DIP WATER MAIN CENTERED ON MANHOLE NOTES: 1. WATER MAIN SHALL BE DUCTILE IRON PIPE 10 LF CENTERED ACROSS MANHOLE. 2. CONTRACTOR TO INSTALL WATER MAIN AT DEPTH REQUIRED TO FACILITATE INSTALLATION OF AIR RELEASE MANHOLE AT HIGH POINT OF LINE. PLAN 5' DIA. PRECAST CONCRETE MANHOLE WITH FLAT TOP FINISHED GRADE �� - — � I I I - � = I _ -- — � � � � �� 12" MIN. 5' MIN. � 24" MAX. TAPPING SADDLE 5' DIA. PRECAST CONCRETE MANHOLE WITH FLAT TOP LOCKABLE 24" RING & COVER NCDOT TRAFFIC RATED W/ 1" DRILLED VENT HOLE USE STAINLESS STEEL HEXHEAD BOLTS FLUSH WITH FINISHED GRADE �T =,--��--,--r II_ III— MANHOLE STEPS SHALL BE PLACED 16" O.C. WHEN DEPTH OF MANHOLE EXCEEDS 5'. 2" AIR VACUUM/PRESSURE RELEASE VALVE (SHORT BODY) ARK D-025 OR APPROVED EQUAL 2" ISOLATION VALVE AND INLET PIPING SHALL BE SS 316 MIN. 12" #57 STONE SECTION STANDARD AIR RELEASE MANHOLE FOR WATER MAIN � U � M � � r iJj� - r; :` , r _ rJJI / t'3� (-a � t� r s5' � �l� % ' ' DB 64 :>.;'PG 100 r� � rf _ ` y 7:; = �; 1'�� �' k; G� I , � � ;� �; r �� 1 �-��� �� _ � � -i��: ,.r �,`:; . � � �. ! ' F�i % � \�� _ �' `�.,-�� /i 1 i'---- _ `' -// __ � w � ---� ��_� � � �`�-' �;";� ' - ---- � "j �•�- �.1 `�1.-.S•,,J\� 1 _ L'- t� / \ 1 , �. J_.� ,, .; � - — � �- , —`'=_� . _� � ����: � ' i,-� -- - _J J � ° � �L:'-------- -- � —�-�_ PROP. CUT-IN 12" x 12" TEE �-- ------__.. _�_ 2-12" GATE VALVE AND BOX -� ��_ ---------� ---__ ------_ _______— �-- ----__ r� PROP. 16" PLUG LIMITS OF DISTURBANCE 15' FROM BORE PIT OR AS SHOWN (TYP.I PROP. 90 LF OF 30" ENCASEMENT PIPE PROP. 8" PLUG i 0 f � N ` � / \ � � / / ' I � ,� `:_; � / / / r,, ; ,�. ; �� N �RIF„F'��i=' � � � �z r � ' ;_�7 , I '�� ;�` _; 2-16" 22.5 DEGREE BENDS PROP. 61 LF OF 12" WATER LINE (1). SEE PROFILE #1 ON SHEET 19 ., L PROP. 800 LF OF 16" WATER LINE (1) SEE PROFILE ON SHEET 15 15' LIMITS OF DISTURBANCE (TYP.) ,— 5'-0" MIN. INSIDE � �NP'� SILT FENCE 0 0 -- � •�.�--a---+n�•-�.,.� - - -LBD � - - - - _ �-LOD `�` � I�,' �r_r. � _ _ --�= --- PROP. 1-16"x12" TEE ` � ` i"'� � 1-12" 90 DEGREE BEND I 1-THRUST COLLAR `R �0�3 � ,�',��t; �-, •„'. �- 1-16" GA7E VALVE AND BOX �--__ .-- -- , / I � �� �_ �_ -- i�� � / - -- �_____ �-- -------_-- — � / , cAs . ���.i�� � REMOVE EX. / HYDRANT \ / _' � , � , -, ��� `� � `� ABANDON 765 LF OF �� i� 8" UTILITY PIPE / � � / / � ,� �— j Q / N � c.-�j --- ���. �.� °, i f_ i_.; / � ! Q / U � � N � � � N 648,497.48 E 2,198,119.52 U, �� � U';� � i� �� �: i �� � 0 � �� �€�� a�i� er�;:r ^ �,�` .� fi -� PROP. AIR RELEASE MANHOLE PROP. FIRE HYDRANT 2-16" 22.5 DEGREE BENDS SILT FENCE OUTLET UTI LITY CONSTRUCTION I �.�:.,, �.��__"�'_r��r •Y �n�, �CF�` -_ _� � +1 ul� ` -: �c,� Pcrr= '�' ' � ���> � � - � 1 _ �� � - , — -- —�-. I'( r�s �,., i, -- — \��~1 r r l I _ — _ - � -- — � __� � ' c � ,,- --- _ � ���_� �� F' ��� .,� r r. , , ��-- --- - ,r �e � - 8"WL W � 5�__ " — — n- � � �� , R�`` � ' ," 1, r ,� . �DE ` 4 -' ��' �� ' ; � �� DB 2458 PG 12 � i PB 49 PG 329 � r RECONNECT EX. METER w ISSUED FOR BID 1 1/20/2016 � � � v O IA�J�� _ _ _ W F —_� Z � _ � J +25.00 –L– F � = 70.00' U � � Q� o ° ,� c .v a1 r M � ? � c � ..� r�. ���v,� 'fl��1�: m+o•• �—+cr 0 PROP. FIRE HYDRANT 15' LIMITS OF DISTURBANCE (TYP.) 5'-0" MIN. INSIDE rtrrw (nrP-) o 0 + N PROP. 16" GATE VALVE AND BOX PROP. 1,400 LF OF 16" WATER LINE (1) SEE PROFILE ON SHEET 15 ' .�_� •� ��.��� •r` ���' w F � g��W� — w ! T--�- --- --- — --- > � � � i�� _; � .. � o� ,�_�_ �i � �,� � � n PROP. TEE OR TAP AND GATE VALVE AND BOX SIZED TO MATCH EX. SERVICE LINE 1–PLUG PROP. FIRE HYDRANT SILT FENCE SILT FENCE OUTLET �Typ � � 0 o nP. o BACKFLOW PREVENTER � O O N N � N (� CO � Q Z � � .�� �31.12 –L– � 70.00' � "' � F ^ ;:��J`��'�k i • • ����.' +i, �`� ��.�� ���������- • � � .� - •:, --- — [���----��._ SJ � g��W� W � 8��W� W w— _= -- ==}_F --- --- —�.— _—_.. F --- VC ���ss� 8" PVC i � T�71�t� G'F �NiSTHFI�LC7 Y�� �-0��J ��a �t�� REMOVE EX. HYDRANT �/ 7��!'6� QF S�,A!T�1�ic �::; � I��3 3559 PG �93 -�,i. ,.. � �, , li � a -'' Fih .,. � h:41 T � L C:; rC��kr � i �r .r., � �� � �._ :�� � ,,�� ��.,� -;r,� ` ABANDON 101 LF OF UTILITY SERVICE PIPE SS 8"WL w— _ _ _ __ T-=� \ �'� \ ' � A I F I } � 1 �5 .I �,�_ �, � - /Y: �i= � F SS � PROP. 1-16"x8" TEE 1-8" GATE VALVE AND BOX PROP. FIRE HYDRANT VYAI`N� L. 8��� D93 3Fig� �� o ��? �� �� �p- o 0 0 + + -�-�F�-�—�- 16�1�} V ---� --- —�--- PROP. 85 LF OF 18" ENCASEMENT PIPE 8"WL UTI LITY CONSTRUCTION I PROP. AIR RELEASE MANHOLE PFH o � ♦ N � _ I..Yl1 —... SS � , — — — — — — — i � F PROP. 137 LF OF 8" WATER LINE (1). 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AIR R�Uj�� '`�� 1-16" 22.5 DEGREE BEND ��->�`O �.ti �' `� x� � � , Q 9w / �\� DEGREE BEND � � RELEASE MANHOLE �4�g, 1-16 45 DEGREE BEND � , � s � \� / X 0 =� ��u�� PROP. 1,427 LF OF 16" WATER LINE (1). °� � �' � \'� T ;��'� SEE PROFILE ON SHEET 20 �� a� �s �' i/: c�� �\ l�Q _ x0� / � ROCK �__ �,O � / �'' '�_, �\ RECONNECT ABANDON 485 LF OF SILT FENCE � � n ,�x0 � CHECK DAM ' � EX. METER 8" UTILITY PIPE (TYP. 6^ �' , ��P'� „ „ ��� � T p0 '� '` PROP. 1-10 x10 TEE \ � CUT-IN TO EX. 10" WL � T � S� � , � 1-16"x10" REDUCER � � T �� '' � 1 � i 1-16" GATE VALVE AND BOX V 4 "�ye� � /; r Fo 2xOp ���;� 15' LIMITS OF DISTURBANCE x�� /�/ � PROP. 1-10" GATE VALVE AND BOX � �� �c.�a �° � � SEE INSET 1 �� (TYP.) � -y � �y. � � �\;_, A / � '� \ � � ,` L;. / � k / v�>�. 1-16" 90 DEGREE BEND '- � \ ; / �� ,` O -5-�� -- �-" \ �' � ''�- , �'� x / J � � _ �\ ,s \ /1� _ \ 3x�� SILT FENCE ;,. �`� / �j�4 t � �� OUTLET G � a �� - � � � � {, / ��_ � �o ,�, 3 _ �"� � ^ N � � SS� � I � c�i' '� � / �/ � � � / i �� / / � � �'i / / � %i � � '�, � � // � / / / _ Nh` % / / / ��� �-. o /' � � ryO�O l / / � / ':bp -�[_. �� r� ,� � � _..i � � / / � \\ / / � � . � 'o � / � 0��. � � � /� �� �o� `C X . �c� `� � / O � ' Q � r � � � � • ,��� � , � � '� 4/��. �C � '� ,, � � � /' , s � � �� � � � � �� �:���� � Op 0� � / '�� � �, � � ��;� - � 1� CJ � � �'.(�; r� � / � � �` , � � �� '„ �, , % � � / � � � i � �,� � / ��' �/ -_ �, � / l l ����� / �� / � `_ f:, f ��. / j � �� M� �` � M / \('� �`, ��o- � •.i � �� ' � �,� �,� / � / � �_ � � �/ � / � C�` � i'�o / /2��� � / M N ,,,°� J o� �i / ��;� C n� 4 Qi S�c� � / �j , e�� �". o �� x S� _ HF � � �� / �__ �� - _ � \ `��_. ., , ; ^ r'�o' �tb•� � � �cr�' PROP. �6 / i/�5 2-16" 45 DEGREE BENDS xp0 � i i / PROP. AIR � � RELEASE MANHOLE i // / / ��i� /,/ / e,�o j- j � � / �, � o � i o � y� ' X � �<V�� �QO i G � l ��� �VJ / '�. � T �,Q"=Z � r s� \�� � ���Q°�sr / � e � � � �Na °' � C� � 73 / ��\ ' �� / ��' `\ i�. �INVER 0 =736, �S / � � � \ � � �� � '' 12" DIF�N� �ND) �� RT \ - �.. �3 T � � �� �57- �' . � c� \ �a,�, � �$`�T � r 16O�e � � � �:�� ' �'-,\ � �- ���1� PROP 16" PROP. 1-16"x8" TEE �� •, � � ,� � �,� Y, WATER LINE (1) 1-16" GATE VALVE AND BOX � � ' ' ' \ � � \ � � 4 LF OF 8" WATER LINE �3� �' �"''FR � � \ � `�3�T1\" � ����j 1 8" 90 DEGREE BEND � r � : � . � v \ ��r'�3� � � ` ^ �� � � CUT-IN TO EX. 8" WL �G� �8" � � Fo ��'��, _ p 1-8" PLUG / �- � � � �'C \- �" ` ' �� • � t, _� 4 � y��' \' r� a\ I' , j � 8�� �p S ,� ry \\� � � \ � � ,_.����� � i,-\ EX. 8" GATE VALVE TO 7'n� \ / � , � -,� � S REMAIN IN SERVICE _� �, � � � . � ^� / � �. � `\ \ / � � \ \ ' �. ' - . � EX 8" WL TO T /`' 8 ;� � `� �s ., � � � � � � BE ABANDONED � T PROP. 1-16"x8" TEE � / � � � y '� � - >_ � ,,_r F� � 1-16" GATE VALVE AND BOX �� y� ��o� `.l �`� 3���"� � 4 LF OF 8 WATER LINE / � � �;� �'< � rr 1-8" 90 DEGREE BEND / �r� \ �' l � CUT-IN TO EX. 8" WL / �' °� � � � .� 1-8" PLUG � � � �� �L'd_: EX. 8" GATE VALVE TO � \� � '�' h REMAIN IN SERVICE � \� �� NOTE: `� �� �� �� IT IS ASSUMED THAT THE ?�^ i%��� ( �.N '��:, �` \ EX. 8" GAS LINE IS BELOW ry ,- ' De oe� T �� THE EX. 8 WATER LINE. �m � I 2�3 �<�qrc A�'F/%�' CONTRACTOR SHALL VERIFY '��4 � � ,-� � ,� �R� °ck ;' ' �ti`�� r;" ' 1�� •,,� G' 3 S j. ^ j;? TF,�, �, `'" LOCATION AND DEPTH OF " EX. UTILITIES PRIOR TO Ss " �`� �/ �' MAKING TIE t � � , \ �� � C.r' �� �,_ � / `�, I NSET 1 �� i ,� . . , __, -k=� `� 'r�. ISSUED FOR BID 1 1/20/2016 � � � v 4 PREPARED IN THE OFFICE OF: BOOKER DAIRY ROAD SHEET NO. c ; WATER MAIN EXTENSION & REPLACEMENT �'rj ' � ' �_' �_i. :_ : _ I . i � -. �--_� C�_ , ; �� � " 1_ � � + � [�_ � �� � ; , i��.r _ , � � � - �- , , _ _ � � �_ , ' i , - 1, _ , - , DESIGNED BY: JRG , I � HO ' � , - � ' : , ' _ _ THEWO MPANY . K, c i - �, _ � � - DRAWN BY• T GL , , , � �. �,,� - • �.` •, --,.- . . - - ; _ , _ � : O �L�. � ! __ � , I E ca �����R i i I , i _ ,�. ; � , , �_ ,_ ��� _ ._. _� ._.�_ _, : _ _ _- _ - . _ i---, -� , _ � ' PR VED BY JRG ' � NESsro % i � � � �; � i � i- _�_ ' CHECKED BY• JRG ` � _ _ � �' i � , `�' _ 1.---, � � . I � _ , L � _-,- ' _- i �-I � � I � " ,�� _ � , _ L�� ,. _ �_-' , �_I � T , ___-'. 1- AP O : � ; •�F O;L•.,�9 � I T �f, I �,_ I � ,- � _ . : i _t_i _ _ _ ' , _ - � : _ _ � � � � �' . � - ! . , Q� '9 .i ' � , ', I i 1 - . i i � i � � ' _ �_, _ I_� �_ REVISED: : . Q SEAL �•' . - �— � ' � ' ' I, I ' I I ' VERTICAL SCALE HORIZONTAL SCALE ' -� �- _ � , _ ,- ' � _ . . _ � _._ � _ � � - - --��', 11 1 „ , = � = , 170 ' � _ _ _ � - � - � - �� '� - �� – � �� � - - - - �- � � �' � 4 �' � P' � �' � 4 � �' sP' �� . 3 � 8 � s � � � _ . -� • , . ,: . . . - _ � , , __: ■■■■■ � ■�������� � .:: , , ,, , . � , ; � : ; _. - - � � � - � I � , i _ __ , i ' I , -1 ' �__ _ ,'9iy� N •I... � !G•` ` �i , ' �-.{--- �� �� >� �� � � C? '� -, -,- ,_ , � � - - r �_ _ � �_.�_ . I I r � ,� �S G E G� ` �. i , � ._ —, - _; �—� , . _ ��1-: � � ; � � L � � , � ;_� � _� . ; , rt ONLY WATER LINE CONSTRUCTION . ,�� RN �,, ,. � .��,��� , L, PROP. ROADWAY GRADE ' ,- _- -- - - - - - _ _ I ' _ _ , �;- ' - � _ _ '. ' ' �_, ' '-_; i 'I I_ . � � �, , ' f � . __ : F � - SHOWN ON THIS SHEET ,,, �, � � �� AT WATER LW E - , 1� 160 , � � _ _ _ , � , �� � � � ��� � � � �� : _ _ � _ , _ � � � � �� �� � � � � _� � _ _ _ �- � � � � � � TILITY CONSTRUCTION � � _ ,__ , _ _ , � , ——� _ a ,_ � , �_ _, _ _ __ : , �.i I � 1 i � i � i I �� �_�, � _.� , � __ � � � � � � _' �-- � �..�. � J�TI- i � � � � � _ � '� , � � �� � � i �: � � � I_ II. , _ L l� i � �, � , ' _. _� _ I � PROP.1-THRUST ' ' � �' L! � � : ' ° I ' �_ _ PROP. 1-AIR I _ _ � � _ �_� .� m� _, _ COLLAR ', _ , __ � STA. 5SE5MANHOLE _ .� _ , _ ,. , _ ��.�e_I �__... _ _ ' I � 5O 150 _ � . _ �_--__-�-_. _ �, ,_-___— PROP. 1-16"x12" TEE PROP. GRADE ; �� � STA. 1 +26+/- � � I�. AT SPECIAL DITCH '� � ' 1 !� _ � � _ � � j t_�_' � � {-- � � - � -�_ � ' � _ Gv � I t �� _�� �� ��� � . , �� . , i. /,-_ ' i .. . . . _ .. . . - � I-,.. � , TI- ., li .. i . - - , "`_ / . � ' � _..� � �, _� �'- _'� _- �� � ___ __ - / . � i � ._ __ __ _� . _ . i . �, . . I . I� .. . �/ .__ _ _ ""�. ' I ----� ----. `r Ex.U/G Tel � — � � ._— --i — Ex r ._-- �-- G ade _ � � --- �, A �' _ ----~— --�� 1 �F O — — ` � �- --- 2-Ex. 36" RCP _ _ � .r-- �- — — — — — ' , ,. _ _ _ , _ _ _ I _. _ � _ __ PROP 1 16 GATE Ex. 2" U/G Gas Ex. 12" Water � e2-Ex. =— `-� � 3-0 MIN. CVR � VALVE AND BOX _ � Line (Approx) _ . _ _ _ - _ Ex. U/G Power � Ex. WG Power O U/G Tel (�� - - Gv Ex. 15" RCP STA. 12 + 54 +/- U 1 � -. ' -� I /� � � �� PROP. 1-16 22.5 '� ;I N 1$" PROP. 1-16" 22.5 ' WAOTER LINE I', PROP. 1-16"x6" TEE �-a „ i MI � i SEPARATION , (FOR PROP FIRE HYDRANT) � 3O __ � _ _.. _ . PROP. 30" __ DEGREE BEND _ , ._ ' !.._ _ _ _ ,_ _� � _„_ , _ i _ STA. 10+74+/- _ _� 3O STA.1+55+/-, DEGREE BEND I BY BORE & T HORIZONTAL i ! ! _ _ . _ STA. 6+93+/-, _ _ _ __'.- z� _-__. _ _ _ __ _ _ i - �, PROP. 1-16"x6" TEE HORIZONTAL � _ � _. I � � �� JACK ' , i � _ ; i PROP. 1-16' 22.5 i-�-r �, 5 OR5PR0 +/-RE HYDRANT) PROP. 1-16" 22.5 ' �' -� -' '- 1-- J . � _ � � '� , ' PROP. 1-16" PLUG DEGREE BEND � � ` _ � j' DEGREE BEND __ , - , 00 +/- STA. 1+ 3 7+/-, C STA. 7+ 09 +/-, �.� ' ' �_-��� � 2 0 ' . �� , \ STA. 0+ i HORIZONTAL � __ _ � 2O + + : _ _ ._ : HORIZONTAL _ � - __._... _ _ _ -, ; � � � VAOLVE IAND BOX _ _ 1-JOIN , 175' o + T OF 16" DIP 40' OF 12" ` '. 1- �' ,- RESTRAINED JOINT i - _ : ' ' 222' OF 16" RESTRAINED I :_ ' STA. 1+ 14 +/- � I � _ ,_ Q Q � THRU AIR RELEASE � -I I v�i 90' N 175' , .�_ � 1. I � MANHOLE -;' WATER LINE , ' ' JOINT WATER LWE ' ��0 110 _ _ , �—, __ _ — ____ � _ _.__ _ _ ._ _ _ ._. _ _ _.�_ _ _ _ _ _ � _ __ , ^ � �i , � 289' OF 16" RESTRAINED ' i _ ' , _ ' � � , JOINT WATER LINE �_;�j -, i � I-- L; __ , , �__ � � � - _ � �. , _ �_ _. _ �_ � i � I �I _�_ �_: ' �I ' - _ Li . , �. _L _ � , , I._ ._ I--� T - , , � � � i �_, � � � i rlJ_ i - -� _. _ 1�0 , , _ : ��� _ _ , , , , _ _ . _ ___ _ _ __--- ._ - �.� .._e. _ _ _� ..T _�_ _____ . __ _ , , , � � _ ,, , ,, � , � ;_ �� , _ � — -- — _ • —' � �� -, I - - �,_ i _, -- I ' -i j--�--; , I � � � - . �. i , _ _ � , _ � , :_ ' I � � I _I ;_� � J. J _ . _ ; �_ I _, � I - � I-}-�_, , _ _ , _ � — __. - —. i -�I, � -- � _�_ - �, _ � _ ! _ , . � : �: � � i , Q �, 90 � � 9 � Q + 8+00 +00 10+00 11 +00 12 +00 13 00 � 0+00 1+100 2+00 3+00 4+00 5+00 6+00 7+00 9 _� � � � °°� ,__ ! � ; �- _ . _ _:._ � -'� _ �_.i � ' i_ __;._: �_'' , ; , ` � ; i _ _ _ _t : ,- ,_� '.- _ '_ ,. __i ;_ _ � �_ . j� ' : � . - , �, -�.�. i tr � I-, - ! — , .�� -- � �� ; �_ r 1�� M � tt��_ ;,� a �- � �� ,, , , ; ; I ' 190 ; �- _ M _ i � 190 � � � - ' � - - - - - � _r i I �I' � _ ' , � � � , � � � � , _ _ � , � � , , , i � , ��I 1 , -� � ; i i � - -- , _ ,�.T_ i : f i.,� „ � � _i_ _ .i i I _ F I , - r ' - ' I - , �� I _ , ,_ � ! I � . _I ' T.,', ; r� _� �� I� l-% �` � _-i � _ , I� � � � � I � -� , � p ' � � . ; � ' - - _ - , � - , _ Q� v �OO i ; i _ _I I. - I _� _ i i � V � ' � , , _ i v� , i, , ' I , ,, � i Q � ' I I _ I _I_I _ _ I __' __ ' � :__ _: ,- _ _ - - ' - I: I_ ' i I i f i i i i , T; _ i --�; . i . �- �! - �- !_� _i � � � . , . - r-i- � � � i �� �.-I , -'; I I � � T�- - _I ; . �i ', i � , _r i I I i � �.I- �J,- -. _ - I _i_ i. 1 �. ! o ; _Tl_�_,. _ i—,_.: ; _ ' , ' -� . , { ' i ~, . � ..L�-- }-�-I i ' i - __L��.. .� 1-�;_., i__- _ r � , 1 I � � � � � , ! , I , _. , � __ � - _ - - - - � � �O _ i.. � { � � i l . , , _- _ _ _ _ �i •� � O , i e _ _ _ ; ,- 7 , - � __ ,� _ _� _ . _ __ _ _. o � � _ -- - - , � , � � � , _ , - , , _._ _ , , _ _ .� � � i : i � � ;_ � , _; ;__Il. _� � ' _ , I _� _ ' _ _ ._ I , , I � , - ' --. , _�._.,-. �, _ � - _ i , ,I � , ��' _- I ��-�-� l _ 7 RELOEASE MANHOLE O � r Lj � _ � � -i-- _� ' - - --I- I I' -, I_ _ -- - . I� i I i- , ; 0 � I I�I , i � - _ � ;__ . _-' 1 ; I ._I..�.. �_- I i: �i . i I � I : �, _ _ PROP. ROADWAY GRADE , - !- I _ I _ ,_ � o� _. �_ �; i �= I._�__ I_�_�._�__: I-� STA. 21 +65+/- , ,' AT WATER LINE � 6O , �,__ a� , ,--`-� , _ — : -� - �_ , 160 ° _ � , � � ; M _ � ___- _ , - � � - � , I � - .. , ' �.�_..._._»w____�.��-_-__ �_._v.� ; _ .��.�.� __._�--------- . ��.._-.�r._-__� _ �� - I i __�__� v � � ' j I -------- ----.--- Ex-Grade^_.r_------ ------------_---------____ -------_-_`- Q I i � ' r�� Ex. U/G CAN a, Ex. WG Tel -�. � �� � � � � r� ,�. _ � x U/ Power Ex. CB x. CB PROP. 15 RCP � +- II ._._- ---y-- �� , ;, --- _.---� E. G y Ex.18"RCP E ~ � ._ -� � Ex. U/G Tel — — — — — — — --" — 3'-0" M�N. CVR , � �E�;,�RCP � � O _ � _- _..- I � � ' _., 1�O o Ex. 4" Water -� -�Ex. 8" Water >_�_- - - _.,...�.,. _. � � _ ---.�" il_ �_-.- ._�.�.�.�.. , Ex. I.VG Power Line (Approx) _ - _. . _ . _ _ _ � ' Line (Approx) � Ex 8" San Sewer vL OO �� � � � �� �� � � � �� � �� � � PROP. 16" �I �� , � � ���GV � ��� �� ! , +- ' _ I ! � WATER LINE PROP. 1-16"x8" TEE ( � PROP. 1-16"x6" TEE ' � I I-, � I, !' STA. 21 +17+/- � PROP. 1-16" 22.5 (FOR PROP FIRE ,_ Li 4 _ i ,,_, � � I DEGREE BEND HYDRANT) ��O � , 140 � � � ___ __ _ _. _ _ _ _-- � I -_ _ _ _ _ �. _ , ._�_ _. . y . ,. _ . � ,; _ _ - _ _ _ - STA. 23 + 53 +/- STA. 25 + 72 +/- � _ __ _ � � � � � � � „ „ � „ ��„ � ' � ��� � � � PROP. 1-16"xb" TEE � � HORIZONTAL � , � � � __ PROP. 1-16 x6 TEE PROP. 1-16 xb TEE ;� (FOR PROP FIRE HYDRANT) � PROP. 30" , � G I�- - � i-� : ' STA. 15+79+/- ', � STA. 16+93+/- , I , ; i�l 1 '-I- STA. 20+73+/- PROP. 1-16" 22.5 ENCASEMENT � ' � �� � � � � ��, � � 9O (FOR PROP FIRE HYDRAN AND b x4 REDUCER ��, �`� DEGREE BEND � BY BORE & �; j I t, � !� �_� , . _ I'. � � � �.:! _ 1 PROP. 1-16"x8" TEE e..'. ___._ ----- --'__��.----��------- �---... HORIZONTAL__---- � ' JACK STA.25+06+/- � ,_ . STA. 23 + 69 +/-, � 130 � —- — ---—---———._._ ——_____..-—-—.—-- —--------—- .__ — — __ __ _ _ �_ _ . _ _ . �.�_� _ ; --- - -- — —--- �.�._ � � � � � � � __.._- -� - ---PROP.1-16" GATE � � � �� � � � � � � � � � _ � � � � _. � � � � � � ��� _ . �' �� VALVE AND BO ��, � �N � � I � , _ -T' _ _ � . � ��� .._ X O i i __ . _�_� . _�r_ ���._, _ _ I_�. r I i, ' �I�, i _ � � , I �- , ; � �,_, �'_ -- � STA. 24+04+/- + 'I , 1 ' � I � + , , - + � �2� I� _ I „ _ � i � � � � � � � � , _ _��_ _ . _ _ _ . - - - ; _ � - - ' , . _ _ � _ __ `�' - --_ � _.. I _ . . 120 m 1 JOINT OF 16" DIP � cv � cv NI _ ; � : THRU AIR RELEAS ' ' � o0 12$' OF 16" RESTRAINED � � , � � E 4 Q °� JOINT WATER LINE , ,�-1 '- -� i�-� �_ �, i_I! '_ L! __ i , J. L.L MANHOLE li 175' c' 80' v�i N i � � I __ 1 , ' . _._ _ � � � � � � j ;—, �� L� , �_� � �—_�,�� � _ �� � ��� � �� � � � � �� ;_�- ;_� ' �� � � „ � � � � ; � < < ��� '� ; � , _ . � � 371' OF 16 RESTRAINED � � , � v � _ ,,, � � � __ , � _. � , 11 � � � _. � _ _ __� _ _ � � _ ,_iM._ 110 " ' , , JOINT WATER LINE ' � ' , . _ . _ _ . _ _ �.. . -- - � � � � � � � i _ �-- ---� _ - - �., u .� ! � ! ' . � � � I - _ �' , ,, , " • Q- �.. _ I I-'L I, � � i I � \ ^. � � �_ I� _ � _1 � .. ' � o �v _�' i_- � ' ;-' 1-r--; . -, � � , I� � , -� � .I-; ISSUED FOR BID 1 1 /20/2016 o � � i i t � �� _ -� �--, " � ' � - , , i . �, � , -r � � � � � � 0 0 ^ o � ,� � 0 o t ^ a , � '{ i N o ; �� ��� � 0 v,�- a���� 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 M � � , 7 , PREPARED IN THE OFFICE OF: BOOKER DAIRY ROAD SHEET NO. ' ; � _'� � � _ ,- , ��� � � � _ � ��� � �� 16 +- �-, - -. "� , - I-,- i-� � � i�_ L ; , i � — _ _ _ -- — , � ; �� � WATER MAIN EXT NSIO #_ � '�.I. II ' I -- - - - . I ; ! � i � , _ __ - . — , . -- _ ' ' i: � , ... I j � i i j I � � -�� ,,--, �� �--�- �-� � ! � �, �-t �� �' I 1 ' J . � � � � �'�'J.�I_: �� , � `� DESIGNED BY• JR� _ - _ _ --; - li ! ; _ . _ ' , — _ _ : __ . _i - � , � 1 9O ! _ _ - _ _ _ _ , _ _._ � _ ,_ ._ _ -- DRAWN BY: TK, CGL � � _. __ � _ ' _._. . I � � _ , � ; _ _ ��N�� �RO� , , : -�__ ; �, _ _ CHECKED BY• JRG �.•,� '�, ; . 1_ � f� T--I �� ,�� , ; : _. _ -�-- Ti !-� , ._ _ . �_� _ �_� � , i � � � ,--�,_ � �' , , _,J ! �_. PPROVED BY JRG ; �� SSI <j'�'y% � . I_ 1�. . _ _ , ��._i �_ i L �J_ i �-;_ _�_i �T -_ _ _ � k _i I �- -� � 'i_ ' ' _ • �'�OF �iji�'•. : I '- A ' E �-,--I-' � ' �-� . , � � � _I� , ' , -L _ i_ . .•e, 9 _ • � - I� 1- �-�-� I. - �: , �_� � i i � _ _�� ' i _i . � . � � I_� ' 1 _ ; � Q f � = ' , , _ ,_� l _ �- '- I I t_ REVISED� . . � I I � , .� i�- - � i ; _ � i i' r I �. , _! ; VERTICAL SCALE HORIZONTAL SCALE ' :: SEAL • _ ' : = -r r -� r i -r - ��- ' ��� � ! , , -, , , _ , , , 50, = 37878 i = � �� � Q �� �� 2r� � Q 2r� � � � � , � ,� � ���� ����', � � � � � � � � �� � � - . ' � � � � � i � ;_ ! _ i . _�__ � ; � , �� � � ■����� ■■����� � �% - ;�'a � � � I _ � i i � � � � � � . • � � , � � � � : �' Fj�G ��Q` � : � � ,_ ��, � � � , _ _ � .�_ �- � ��_ _-_ ��� ��c� � � ���� � � �_�_� � �, � _. � � � � � � i �, : _; _ � _ � C" � � � ___ ' � ._; � �_. . , , ,. _ . �_. .� .1... �.` , , -; � �� � � ,, �3'RN'G��. , �_ � � � � � � �� � •- � -, � I � �, �� � � � � � �_ , , _ _ �, _ _ ' , ' � � �; ���-- � �� :'_, � ' �. �NLY WATER LINE CONSTRUCTION ' �-, ,•� a�J�. , � � � � � — � — � , . _. , — ._:_�� ; ; _ , _ _ : _ -�-�� -,.����• , , I � � , ' '� ' ' ' SHOWN ON THIS SHEET � — _ ._ �_ �7� _ , ' _ ' _ _� _�. � . _ , - --- , _ _ . , i , , , _ I _ _ � _� '� � - _ UTILITY CONSTRUCTION � � - �-, �. , ,-r_ ; , , , i �. , � �. � � � , � , - ' � PROP. 1-AIR j-' �-'-' � ` . � I � � .� � � ! I � � - r-�- �-r . ' � ' ' ; ^ r - I� I I _ �'_ � t�_, ��-- - ,. . � � , - � ,-.. ,-_ ; ;_ _ s i l I RELEASE MANHOLE . `' � i PROP. 1-AIR PROP. ROADWAY GRADE '=_- r � ; . , , � RELEASE MANHOLE , 160 , ` ' ' ' � , STA.29+67+/- AT WATER LINE STA.32+50+/- I , �' ; _ _ 60 ___ _ _ . .�_ , __ .� _.� � � �__ , � — � o � � � � _���� _ �--� '—`--------- �-- — �---- —'--- -- -- —_'---- ----- Ex.Grade , _ , � -�- — — _ ' _.It I_� N Ex.IVG POmEx.U/G Tel — -------------=— ------_.--------- I �.- PROP.24" RCP �/ `'- --------- _` �_'' Ex. $' Water � � � Line (Approx) PROP. 24" RCP v 3'-0" MIN. CVR ---' ' � ; — ._.- � i � ' 150 1� 0 V 1 Ex. WG Power ' _��., ._ . _ , _ _ _ _ Ex. 8" San Sewer __ __ - _. _._ - _ _ . _ -- - , `. ..._—.r... c 0 _ Ex. U/G Power � - „ �. ' I i .�. - � PROP. 1-16" GATE � � ` � _._ ' � ,_ _i-,--'- '- - ; ; PROP. 16" � _. PROP. 1-16" 11.25 __ �- �-� i L� , `! VALVE AND BOX " !_;1 -� � I �i. I; i�_ I 1._L ,' � I I i��(_' , WATER LINE li _� � DEGREE BEND ��._.�. PROP. 1 16' x4 TEE I I I � � ; . STA. 30+37+/- PROP. 30 '. --a .- � -, - -I . _� ; � -�-- STA. 37+98+/-, _ _ . r STA. 28 + 85 +/- � �_ i L j 1...�1 I _ I_.I�_ �-, _ PROP. 1-16"x6" TEE � 140 _ _ ` I � � _ �._..__'�_ _.� � PROP. 1-16"x6" TEE _ :� ENCASEMENT I. I I ��I FOR PROP FIRE HYDRANT �._ HORIZONTAL _ _�__. � 140 i , > , , � _ (FOR PROP FIRE HYDRANT) BY BORE & _ � � -- STA. 35+40+/- -- -.�___ ., __ ) � ; ' ! '-, STA.30+46+/- + i _ ' -�' _ ! � _ r- ' � �� ���i � ', � - � - ;- � � , _ �._ � _ _- -i _ i r + �� _CI � � � � �� I ' ' I _I. ' PROP. 1-16"x8" CROSS + + � � i � , ; I i --- -�-�-i--�-, ��--�'� � -•- � �-� � �� , - ! - -; -. � � ' i r- � r;-� _ _ _ -- - -, ' -� '� , , ; STA.30+58+/- � � � , � 130 M M : � 130 ' � , . . _� � _ . __ _ _ _ � .�._ _ _ __ _ � a ! Q ----._.. , � _ _ - _ .� 64' OF 16„ , _, 175' N 80' ' N --- - 7' S9' OF 16„ RESTRAINED -_; 1- i ; : . ; ;_� i � � � j�j �_ _- i i �,-I ' '_'- _, . _ �-i.�L -i�_, ; --! �_i �_ RESTRAINED ;-��-� , , � _ __ I _, JOINT '-�. __ ' - -i� � : , ! I ,_ � � �. -. �_! . ;-�_ �_. !_! _ , � ' - , 14' OF 16" RESTRAINED JOINT f WATER LINE ' ' �--� ; 43001ONT1WATERT N' EED � _ �='i ,_ _ I i , � � ' ,�L , �, � � � I�� I � 1 �1 , JOINT WATER LINE WATER LINE ���� I _ , , 1 -� I � i 120 , : � � �� � � � . � ��o -_ - � _- �- _ _ _�__�._ _. �:1 �_Tv�.,_ _ � _ _ . . _ �_ _ . � � � � � � �� � , � � _ _ _ _; _ _ _ _ _ � � i �_� ;, ; _�_ � _ , ; i_f� _I:_ _ � , _� _; - _-�_ ; ; ,_ i , i � _ , _ ' ' !_ -' �- --- . _ , _. __ - : =1_ _ _ i i ' � � � �_; _ _ , �_' I � _ �. I ' ,. _ _�_ . � � _ �, -; r _I_ ._ - - ' ; - - - = .-_ . _ . . __ '- � , �_ _ I , �- i � -, rt- � i_. . . , . . � � I , �-.L .,- - I Y�' . _ _. � ... .� .._. . � , ' .. . . �_. '�. � . .. � _. . .L�_ �� � i .i . , .I_.�.�. _ - . . F-I��- . . . . �. . �. . � . � . . � . .._� ; . �. I ' . . . , . . � . . I _'. . . � ' _. _ _ .. , ~ ' ', ' . . , I , . _ _ - _ . I � � ' ' _I _ � _ , _ ; _. I_�;_ �-�� I �-, i I', i _.i � ; : � _._'. � i�_ I -__ ` i 1.. '� �_ _. � _�L _. �_ � � i i i ,_ . � �� __�- . _ _ I' I . . I i �. _;_ , i i ' - - - _ I __ _ i _ , _ 1��-- ° , , 1�� ; -- - _ _ _ -�-- - ��._.� _ _ _ _._.� __. ��.,..: _._ __.__._� _ . _ - �. . _ �� � _ _ ___ _ , _ _ ; , ' � _� �- i_ _ i �+_: ,��_��, �__ '� ;- � � �-, - 5-+-;�T L.i -.� �-j . ; -1_- i I _ . � h , � ;: � o0 �oo � , . 26+00 2 + 2 + 7 00 0 2 + 8 0 9 00 30 + 00 1+ 00 2+ 3 3 0 + 4+ 0 33 00 3 00 35+00 36+00 3+0 38+ 0 3+ 7 0 0 00 9 ��. . � , � � - - � 1 I . . I . 4 �II � � , . . . . . . . �; _'. . . . . . __ . . . .. -: _ . ` . . . -�-i_ � -I" _J- _. . I . _'_ � i I i . I . . ' i �J�yJ. � ' .1-.�-, �. _ I � .I _I- _ L • i ! _� � � i � _l__l-r- _�' � ? _,_, - fi � ;�' f -��-i _ T {- --� ; , �_� � � } � ,_ '� �-.-� � , , I � , , , 1- _ _. i ; -� -, ,_ i �, _-- , , _ _ � : , : , _ , __ , �8� - , : � � _ . _ _ : ; ' � �so - , ,, , � � � , _ ___ _ : _ � , ,, , , ; � � , � ,�. _� , _ : � - _ _ - _ . ; ; -. I ! ' , , ; i .. . - i_.i _ _ i _ , - � i , -�-�._ ; _ ; i _, i I�-�-� , , �. , - . _ - _ I' _ _ i . _ _ � - ,. _ _ �_� ,. . _ _ _ . � - � � _:_ � , i i i I Li i . -_ _,. _ - - - _ _ __ _ -, � I_ i i,_r � i � � , -- �- �_ -- .-- -'�- , ; - : _ � �. _ .;z,. I�I� _L _ I__I_� I i _ i �- , �_ �' - , ._ , ; --,_-� ra � '� . I-�: '� ` �'- . _, Y�I I �i i�__ - I i' i ` �_ i i � � _ I ' i � i i _�. _ _ �. ... - i i � , ' _ _ } __ _ . � I _ � � _' ' , _' _ I � � a -- _ , , _ _ � i i _ _ l , _ � �O I I I_ 1 L _ i� 17� - „ , _ , ; , ;, , ; � � �� � � _ �; � � � , ' � _. ;_ _ _ , � ; � _ : _� _ , � , , ;, __ _ � ; i:_ _ - ; : � _ , , , __- � __ r -.:. , _ . ; _ - _ . , � -- _. _ � -- , , _ - I l . -'- r �- I_ '� I ,- - ; I -:� _ �_� _ i� � ' � I._ �_ , f L� _ , � 1_ �_ � I_I _, ��� r-� I , i � � � L i � � ,- �. , � � ��{ ; �_; ' � , _� I_I.__ �- - -��. -r ,_� r _ , - � _ _ _�.1 , ; �, _;_ � �. i : __ - -- ` , PROP. 1-AIR _ < �._ � __ � , I !�� � �, __ -L. i_ � .... � .. �.. i , , -I_. � ; -r- I ' ' ' I i i i -� �j �. 160 � : - ' _ � :- ; �60 � � RELEASE MANHOLE - ' � _ _ _ , ._,. � r '. __ _ STA. 43 + 95 +/- _ � � _ ._ - _ PROP. ROADWAY GRADE : _ , , , i : � - - _ ' ;_ I _ AT WATER LINE , , � , - � _ � _ _ _ � �- i _ 1 , � , � p �� ��� . ,� � � . ; , �� � -- . �� � � � � � �: 1._i. � I----- --------- --- -------- --- — ---------------IEx.Grade , ' ' � `_�� .. ~ --------- --- -- --- --.--------- ------------------ � �� -- -- PROP 1 — . 5 RCP Ex. U/G CAN , � Ex. U/G Tel a 3-0 MIN. CVR � 1�O _ _ �. 150 0 Ex. U/G i ^ . ; � _ _� . GV _ _ _ � . _. .T_' _ , „ , __ . _ .��m� __.-,�- _�.__,_ . �---,_� _____.�.�,..__.._., .___-_� --- -�_._�._�.-.�m.a—. .�_�.��.-�- -- �__�_���___� -.—.___�_.�____.�_;�_..__._._�. � _.__.� ._ __ . e. _ �.a . v . .__ . _. _� -.._�_ , __ � , -��_ � � n� ,__ - .�a �� �.� ,� � = z �.�. �:___..�._., e .. _. Ex. 8 Water Line (Apprax) o Power ' I ; + ' ' ' ' ' I ` � � ' --- , I I I I i I i- , � ��_ _ , ; i i� _' ii�- _ i_ _ _ I I � , „ PROP.16" � , �- � � i" — __ � i i � — _ � — � i � � - _ � r ,--�—_ � , , Ex. 8 San . ; � PROP. 1-1 „X „ TEE ;. ,�—�—i __ --_r, -�. , _r 6 6 I o , PROP. 1-16" GATE — _� WATER LINE _ � : — - I I � . Sewer I .. i (FOR PROP FIRE HYDRANT) �� I . � 1 I_I IT�I � 14 � ' „ _ VALVE AN D BOX _ � . ,-. _ ; _ i STA. 44 + 89 +/- _ 'I � N � 0 _ _ �.... - - _ PROP. 30 STA. 40+ 76 +/ e.__.._ �__.,,- �_ _ _ _._ . . __.�.�_. �. -..- - � - - .�_�.e.-x � _ .. _ �_ _ _. .�._.a.__ - �._._.,.e- _ .e. _�—_ , - ENCASEMENT I _ BY BORE & PROP. 1-16"xb" TEE ° � � ,- i i � � � � � � � � � , � -� (FOR PROP FIRE HYDRAN� _ �_ ,-�- " �� �� � �� � ' JACK ' � I� _ STA. 40 + 56 +/- _ _ � , r _. - ,� � , � I � � �_ _ , -- I —L : _.��I .. . r i I i i ' ,_ � i- � , � 1 ? _ I _ ' ! �! � _I J i � � i i I I I � I i , , ' _. � '_ ._ , - , - 1 J� PROP. 1-16 45 DEGREE BEND i ' � 30 . ' STA. 40+46+/-, HORIZONTAL � ' ' _ e_ : . ��� _�� I I � , i __ -- _ f. .� --` _�` ,, ' \ I . _: � _ �� _ _ _ - - , _ i „ I i_I , _ - + � _ , - , STA. 40 + 3 7 +/ � � i � PROP.1-16"x6 CROSS � I I � � � � � �n + I - , J_�_ �� i i I �, I� , --i_, I f, � _ _ T , -- -- � - - , , _ . I � f + -I- �� PROP. 1-16" 45 DEGREE BEND �'_ � = -�I�-'� ; i - . � � i i- i �i -i. _ i �-+ i i -�--r-fi- � , , � _ , I � , � _ , , � _ , _ � , M v STA.40+29+/- HORIZONTAL �, ! � �2� , _ , , _ .. � . _.e _,. _. _ � I � :. II _. ' �� , V � 2 � - �� - � � �� � � G �' � - - _ ___ v�i 60, �a„ � I 63' OF 16" _, �_..: - --.. _ ~ ~ , � - ! , _ I - -- � , ; � i i 1 JOINT OF 16 DIP I RESTRAINED i i j� , i , � THRU AIR RELEASE JOINT � I i , I ; �'�' � �, � I 351' OF 16" RESTRAINED r JOINT WATER LINE Ij i_ MANHOLE WATER LINE " ' ' 701' OF 16" TRENCHLESS INSTALLATION �! i-I '-� � u 110 �_ ��.�____._�' ; ' , : r�__.�_ - � 6w - - --� � ' . .�� _ _ � 110 : � _ : _ _ -_- _� �� � , _ __. __ _ _ . _ __ . _�� �: ;, _ _ _ _ _ _ _ _ _ � �� � � , _. _ . � ' , '' �_ � , , , , � , � �_�__ . i _- . � � � � -- _ - ,_ .. ._i i -�. . -- -� - I , , . � i� , - 7 : � , I. �J � � , i i _. _ i �._ � _ , _ �. T-, _ � ;. -}-!-� . , � i . . : . . , � I. � -_ '� � �. " I T.I'-, ,�-{-� � � � .� . � - . . ' _. . i _ �__ .� � - 1 _I_ � ....I _ 1 ._ L—. _ . i ' � , i i i � _ . i - �- _ i _I _ _.. ' .� _� � r� I _ __. . � -`_ _ ' _ i I I i � , _; _: –' - : � , , , � - ,- , 100 _ , I _ , 100 : � ' _ _ , , , I _ _ , , � � � , , _ e ; . -- -- —._ . _ , _.. _ . ._ .... : _ __ —.._._ _. _ _-=_� �._ _.— —_._.� -___e _— __� _. _ . _ _ � ,_ , - -- � �� � _ , _ _ , � � , ._ ' ; � �_. , — ! , -- � __ r ' �__ , � � � � , _ , --. _ : , , , _, _ _. -{- , , ',_�:_ �I._i �_: : .-�--�-� , l_.�_I �.. : _�.. iTl_ _ _' I � �-i-�-' ii E ; j_ i I 1 . i I :l �� . � I.. -- ISSUED FOR BID 1 1/20/2016 a - � � o � � 90 90 39+00 40+00 41 +00 42 +00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51 +00 52 +00 Q � M M � � U v .o � � � �I ' PREPARED IN THE OFFICE OF: BOOKER DAIRY ROAD SHEET NO. j s d ; � , ; �i � WATER MAIN EXTENSION & REPLACEMENT 17 � � � -I . � �. . r -t- ��, �. . .�. !. � �j. ',. . � ... .�. ,_.' .'. � . . ' � . . . . .' i I-I ' . � . �. .: � ._- -� . I � . , i ! .i ' , . '. .I..' �' . _.._i r.�..., . . . . -�.--; �� - ._�, . -. - �. 1 �,-�- _ . , . . ,, � _, � _ , �. -I-F-��-�- -. �.. . � I i -I� � ._ . . � . , . . , . _ I__ __ �.-, , I I I � I _ - - �. - ,__� i _ : _ __ i�� ' , � , ' , DESIGNED BY: JRG , ,_, _ , 190 , - _ _ , � , _ , � � _ ; I , l� ._ �' I DRAWN BY: TK, CGL _ _ _ - - - , � _ _ � THEWOOTENCOMPANY ,����� , - � i ,- I _ � _ ._ _ � , I I , CHECKED BY: JRG �.•`�N CARp�''•, - - - :.-. --.. . _ __ _ _ _ � _ ___ _ . � --L�- �� ' � _; ! � i L i-,- � �: � L � � , _ � � � �- - �._ __ __ _ _ _ i _ _ ;' o�. <T,� ': � --- �- __: __ ��_�_-; �� , ,-T I i �-- �_. -� __ � i _ _ , . � t -�-I- —`� I � �_ i , . -, . 'F � ,t'p'••. �9 , _ _ � � I-- _ � i : 'p : � � � � ' ; ,� _ ' , -� ' � �---�-�- -� �__- � ,_�. , _ , J � fi _ ; ; _. . , _ _. . -; � , . _.,. `�•Q, �L�•. _ �J . -- , I�.: I � i_ APPROVED BY• JRG ESS � �'�-�-�� � , l- ���_ -�_ � L��... -� _ _i , � - l , _� i _.� ' ,_. i LL , i - � -- I i i ? I I � --i-I-r-I : i... � :'Q <': ' � _ I . , . , ; � � � ,_ ~: i � �_ , I : REVISED: - - - ' ` � �- � ' VERTICAL SCALE HORIZONTAL SCALE : SEAL _ - >. � � 8Q ' _ ' � � _ , ' , � _ = _ , , , , ,. , , � , , �, �, 0, � , � 1 2 2 378;78 Q , , , - . '; _ �� I: - ; - � - -� - � � : � , � � J � � � `: ; �,_ , ; , _ i I ,',9,' GIN� .�.` -.- — ' - : . _. _ _ . � _ � � � - _.� -- '_ ; - � hl � � ,� i , i � I, ' i i i I ' i - i -� I i i _� - - �_ • i �•, i� �'o . ; ,_ � � � 1_ �� �� _� � I ,. �. ;_, , _ � -�_ -�.`-_, ;_`,_ ___T-�� I �I t' � r_-�' ' ' � ; , _T_ i_G �-r _��-,t_ ,- ONLY WATER LINE CONSTRUCTION '�S,R•,G�` ' �'�` , � _ � � • �-, —�, . ' - ;-- ' -„_L— �- -;_ i -: � I _I i ' i- � _ � � ' I- I - ' _I_ _ --�_ ' _ _ - SHOWN ON THIS SHEET �„� , �---- �-i _ � f i � 7 � " , - ! - '- ' , , ' I � �- I _ _ _ ._ � � � � , � , , , _. _ , � , , � �_ - � u TI LITY TR TI _ i ' _' -, _, ; --'- I , ��_;_ _ -` _� . I ' �_�__ i . , i , , � ; � , i _. _ i i-i_ 1 � i , _ , i � I � fi 1 I i i � � � -i- j - , i - _I _ _ ,.. . � .. _- _� ..�I - � r-I- ° . _ . � - - _, .;. -F-� I -F , U U __� t � - i � � i r_, -I 1-` � � , -. -�- - , � , , _ _ _ _ , � � �--� - r ' �� ' � - - : i � _ _ � �I _ , , �, � , � � _ � �� � � � : � � �I � � � � J _ � � r-- i �_ i � �- � � � � � i �� �� � I� � � � � � �� �� � �'� �6� , , , I , _ ' . _.a , , _ _ . PROP. 1-AIR ' � 6O : � -- - � - _. __. � -- � - - � RELEASE MANHOLE : � ' --' __ � �--- _ � � -, � _. _ . ! � ,- , , , _ _ _ -:_ _- _ � --� ' � ; � ' ' . 59 + 70 +/- _ i _I 1 � r_I. _ , � I �_ � , � -- T-1- ' ', � _ i _ _I 5TA I _ I I , � ; � , �. _� ! _ , � � U ; _ � iT 150 �----- ------ -----.------------------------------�------ ---- �.--`----- ----__ ____.-___ ------__-------" -_-_ ��_ ` _-_ 1 � �' � — � , Ex. Grade � 1 j �✓ / _ _ _._ . _ _ _.. _ . _ . __. ��v_ �m_ . �_ _ _ __ - __ _ - � _ _ __ . � _ V � � 5 � � � � � / -7— – �. . � ; : , �� G � I �� ; J ' GU �, .� �.-. . -:, ��. �. . � .. _ � _ , ... - . , . . �, . . . . . . , . - �, . � . . . . . . . . . . . . � . . . I . . � _ . .. � . : . . � _ _ � - ' _.i F , -' _ ; �_ ,-- _ _ _ �-��,_ -f - � - � ��1 - , � 3 - • -I . � , T ,. �� , _ ' - _�� �-�-�: i—, , -I , , y �: _'-� . , : i �1 : - _i '_ _� '- � � - , __. � _ � -�_�--- � - . � ' I 1— ;_� i I � � I I f � , i' ! �� I�' I � _ _ 6„ � _ 1� ` L L� , � ' , , ' PROP. 1 ;-! � 1�O . ' ! PROP. 1-16" GATE WATER LINE , , ! ��O _ _ .._.__._�.__ VALVE AND BOX �..__. _ .. _ _� - -- - _ -- -- - _ _ , u � I '' i _ x " STA. 60 + 20 +/- : _ � i _ _ _ i i i , .. ' , ; � ,� , �� . �. . _I _ -�- I ,. . �� , �� u � � i � i�j � � � � �� � I�� i c I ' ; � , � � ,. , � � , - „ � � ! � ' __ , _ � , _ . ' i i , � j 13 0 , �,_ _ : � � 130 � , � � � _ _ m � , r _ _ -- _�_�� __ . � � ' � � � �, � � � � � � _ _ : � � �_' � , _;_��� � -��-i ' � � -�-�' i-� j��' � �-�-i �; �� � � � , �-- �--�-1.- -��i.._ � _ l_C i _ � � : � � � � � � � � � � _I_. _� � � , _ - � ��� , �. � , , , 1 �- � �� l- i � , , _ � _r_ L _ � ; �- - � � �� i , I I I�.-. .k i � , -____, _ _ . . _ ,_ ._,. _ � T� I_ I - i -I- � �-� i-I ' _. .I � -i I � r I , � 1 ' i i � . _ - _ ;�� _ _ . _. , �-!_'__ i: ' , _ _ -- �, _ � �' i i i � , � i 12 � , � _. . -_ - ; -- � , ' i, . _ 235' OF 16" RESTRAINED . i, , _ . . ._�_,._ � _ _ . .__ ,,_ � _.�.�__ ,_ _ _e_ _ . _. � e �... _ _. `- ' 761' OF 16" TRENCHLESS INSTALLATION ' JOINT WATER LINE � , , � - i _ _ , : � � � � I ' . � r ', _ , _ - _ � , _ - _ _- _ __ , _ . � � , � i i i �— + r I + �-��--� � � �-j-� � � � � � � � � � � L V Y �' �, � �- -� �-r- I-� :- �i _ _ _ _' ; , � � _ , i .. --- - _r , � I N � �' � i --� I _ � . i � �. i - � � � � �, � �� 1 � - � �� _ I �_ � - � 1 � � �_ ; � '� _ � --� � � �, �� � � � � i � 110 , � � _ a� � � ���� � � � � � � . � � � � , _ �_ �_ � �_ _. .__ _ . ; __- _______ _� _ _., � _ _ J r_.. , , _-._ _ _ _ - . _ _ � � - • � - , : � _ �� - - � _ �� � _ � ; _ � _ _ - : ,_ _ _ � _ , �_, �-�, ,- ,--; , , ; _ _ , , � �,-� �� � _.�, � �oo ' � � ; � � � �oo 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+�0 64+00 65+00 � � � � � � i � � i, i' � ° i i� _ i �_ _ .�� ' a �_ . , _i �y, _Li � i-i � u � � f , s , I �.- i I _ � _ _ . _ . _ � i� � �_. �- � . � J-!_-i _ r � ,- � , . - _� ,_ I � � � , , , � I �. � 1 . , li_. _ __. �_'__ � ' . ___ _ i _.}.. � -�-� � �-�� i � � � � �_ � " �- '� i i ,- II _ � . � _ , i , � ; � � O0 180 _ � - � : - - � � � ___ � � � --- � � �� �� � � � , ; , - --___- , . � , � , � , � ,, , , _ � _ _ , , � � , � , � _ , __ , , , � -_' _ I _, _ , _ , , _ . __ _ _ _ _ _ _� j_ � _ � � _ , _ _ , ' :_ ' _.— �-� - --� 1� - I _ __.� I `� i -i _ 'T _ , i j � -� r ; , �- � --t.. r -j I I I I _ _ _�.._� _i . , , �. -- _ _I�,�_I �. . ;_ 1 _1_ � _ � �I - _ I .�� � _-. -1-� j_._ - -�- i � j -�- r j - � � -�--. i __i _L i _ i �_.'.i. . '.� _ � �-, '! ,� � 1-IL��- _ _�_i �1 _ _ � i-�-' - - �,-r-N i � { � � , � � �i � , ,,-r-�-;_ � ; r--' , , ;---1=I ', ;-L_+, ; ,_ �-;_ : , _ : _ � �. �- � i � i i . I � l �. : , ,_ . � , . -1. _ - - - - � ,_ . - - - - ... _ - _ _ �- - � _. , �- -. _ __ _ =-- _ ,; ,' - j �� i i i F`- i I I I _ . _- ._:_ __ �_ , _ _ i � _ � � I , i _ , ' ' II _,+ L � I � 17� � � _ '.� � �� , , , - , � I - - - -,.�__ � , _, , , , _ _ i __ , --_ __ � � � , , � _ _, � _, . ._ i ; -� '- , I ! _ __ _ _ _,: � ___, , ' � -, I - ' � i I_, _ ' , L__' � � I ,— f -, '-.. �__I�: r J -C -I- 'r �_.� , � I �_ I _._ _ ! - -�„-. _ . �--'�-' I - - i � � i , _:-. �. : I i ! � .L � i _�_ _` _ ! ! -�- , , � L � . i _ _ _ - - _ , _ �-- � _I__.�. L� _. i _ _ _ � __ �. _. ._ — : � � � � � � _ ._ _ . 1 !_ i._ � i __ ,-- ' - , t '- -- �- l- i- -�_� -_ � � ;-: _I _ , -� � � it. _ � � I � � � - �- � I , �� ,. � ; ' �_i l_ � � i _�-I - i � �+ I T_�_ I i 1 i I,—� `, , i _.,,- _. I � ; � T� i - I -,� � � I �. - � ��' i - _.-_ ^- -- � - r - � ��- --� +- - - � �,- i -� - , � ,. � � i ; ' ,' �, , � � -' � �; � � 160 _ - ��O , _� . , I ' I : : � ' , I , - �' , PROP. 1 AIR � � � , , -- �� RELEASE MANHOLE '� _��. ..- - , , - - - I STA 74+25+/- � � - � - , , . � __ _ , � � i _ � � _ � _ - =-'� - ' !� r ��-' � kL,'-_ � � ,�_ _L_ L- i � , _ , , I , � . , , � _..� i � �-- I - . � ' 1 I ! -----------------'Ex.Grade _��---'------� — ----� ---- I ----'--------------------� 150 �---- --- ---�_--- -_ -- _ ------- ,---_:�---------- , " 150 _ __ _ - � __� �� �. ,�__m�_ _ _ _ _ _ _ � mv _-- ___. s_,. ___4 _ � , ; _ �e_,a�-^.=.__�_��_ __.F ,��--F�_. . _ _ 3'-0" MIN. CVR :� - - -- --- - - _.. _ _ _ _- _-.. _._ _. __.._._��..-�_I�!__ __ i � � GV � I � . , , � � , � � �_ i _ , I , PR P.1 � O 6 ��� � � �r� � � � „ � , , ; ' . + , � �. � � ��O ' __ WATER LINE . , ' q _ PROP. 1-16 GATE 4, fl � ; 1 0 _ — i � _ �� ' _.._._ - ;-- .-_ __ .� __.._.... _ _ _ VALVE AND BO __- _.__� - � X _ , � I - � _ � , , I STA. 76 + 80 +/- � I _ I i. i � .: i � ; i ' i_ I, II , , d 'F I_.-. _', i ---' � � _: ; , � _ - , �-.- , ! - ._J_ . ;�_ . � _ ' i ' . I — I _ _ �u � ., _ i � � � , .I � , -i- -� _ ' � I l -,- � I �i �_ �- l !-'-.- � ' I�I �_ _ , '_.! ' }_I _�_ i i_ I � I �i 1� L,L i_ -I � -1- � �_T i �__ _ � � I , I_ � � � � � � . �- i i_ !_ , I � i � ,_ _. ._ C � � i _ _ _ �� , i - - � , I � � � - , , , _ _ _ , r� , , . 130 , 130 , � � _ _ , r _ __ , � � � � � � , � � �� � � _ � , -- _ _ � _ _.�_ - I `� �, i � , ' I , � , , � � � J i _ i � � , '_ � , �� --'- -}- -- j _ i _ I ;_� ' , ! �--L-- I =1 ,_ _ �I � � i I_ ' _ , . I ; � I �I_L . I , �_ , i , � -- ' -I ' , + _ , T . _'- : - -! � - i f .. �'I; _ __ I , � � , �j, � l �- � � � � � � � - _ � ,� _ � � ,� � � :�' � " _ � _ � � � . � _ - , 120 _ _ , -; � 120 ,h � � , , ,, �� � --__ -',� � ; __.� '" -_-- � 295' OF 16" RESTRAINED _._._ee-_.�__ - - _.. ._..__.._..__ _.. . s_ _ _ _ .. - - , � . _ _ _ _,, , _ _ o , , , -'-- , _: - �' � JOINT WATER LINE , � ,� J� -� I L- I . _ �_ �_ , � _ _ - � � ' � I i _� �_ i ,_ �; _ _ � i I �i � � ---- . �._ _.._., __ � , , - — -- � _ � �. i , I " , I � �, I n � ',� � . I I. ' - � T -�- MIN 1-JOINT OF 16 DIP �- , ~ � I -I- � _I_L „ -: _. _ � G - . , CENTERED ON STREAM , � - -�, - ;_', � ' , � ' ; - _ , 110 1 � O CROSSING. INSTALL DIP ! 1-JOINT OF 16" DIP � � , ' , , ' -- - - . _ - - � _ _ � _ ' THRU AIR RELEASE tl F LL DI TA _ : . -- U S NCE BETWEEN —_ � , , � , STREAM BAN KS j � � . MANHOLE , '� ' � � � � � � �� � _ - �� � � ! 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I � �. 10� � � , _ : ; _ ! ; . � 100 � � _ I ' ! rt i, , '- .. _.___ _-- - _ . -- _ ._ __ _ _�..�._. . ._-__._�-_.__ _ __ _..._ __ _,. _ � � . _ . i I " • I I , i __ !' �. � I �1 I - � . � I �-�--�- i ' �1 �_�i _ i , i� ,i , � i�l l� : � , � ' � I �_� ` � : : ISSUED FOR BID 1 1 /20/2016 ' r � _ � � i � -�� � � _ � 90 ' 90 65+00 66+00 67+00 68+00 69+QO 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 � � : I PREPARED IN THE OFFICE OF: BOOKER QAIRY ROAD SHEET NO. v � �_ �- � -�-i- - ' � � 4 � �-. f_I � � _`_ ,_ � _ I_ � ' - I ' ; � � I i 7 I T- t; __�_+ i _�,�_ ' WATER MAIN EXTENSION & REPLACEMENT 18 i_ i I� � , i .. I fi=,' _� I _. I i_i_ I� _ ' � � _ . ' � � � I = -� , _ � �.--' DESIGNED BY: JRG - I i , i __ �. � 190 _ , , _ � ; ' , _ � , : „ �_ . , , __ ' f _ � CHECKED BY JRG ��� " , _� '._ : '_ , _I_ i - , i _ __. , ' �_, _, -- _i_' -_ . •��� 'CA ����� DRAWN BY• TK, CGL , i i I - . --, - � , _ : _:. .- ' _ _ � � , i , , , .. - � ---}- ; , _ _ . i . � �N .... �. MPAIVY � R TH E WOqTEN C0 ' ' -. I � - ,- i _ -�- � °< , �_ � ; __u _ � -{ � . -,_ t.�-_ . _ _ � _ -�_ I� � _ - - ' _ �-�_r � , i I ;' ; APPROVED BY: JRG �' a�.•''F�SSIp' '9 � I_ L, I i : � r , Q• ••. I,y •� �- T�--� � � . ;- ,- � , _ � L �i _,__ _� � � I L�---' � I. � :_ � I _ . L I i � • : 4 ti�'•. � '�� � � � ,. � ,_ _,:_ �� � �-�-'— � _ � � � � � _ , r-- , -�—, ;-_, _ �� , ; ; �. ��� � _. � . � _ � �—; - � i T _.. i _ __ � :_�_ , , 18O ' _ �� �� � �� ' . ' � � � � � � � �_ � � � � � � � - � � � , � � ' � _ , � ��� � � � � � - � VE AL LE HORIZONTAL SCALE ' - � - _ - - - - - I I I � " . e 9 :' _ ` RTIC SCA 1 2 REVISED = : : - �- - _ SEAL � , , - . � � . __ � ,- _ _ I � 2 50 r� � Q r� � � _ ; 3787�8 � - . . , , , ■.■■■�� . . , � • i _ , � '�- ` ` : , - _ , , ' I > � � � i_� . � � � � . .F � � . _ - � � : ,_, ' ! �._I. , F-�-�- -�- ,- , -_ 1 ' ' ; � 5_ - � ��� _ ; , � I_ -� . %,9 NGINE� •��C?: , � i � � � ! ' � ' l " �_ � � � -i-� ! �� �� f , - _ � � , � � _ __I , � � ,_. � �� ����F � ��`� : q�st� ..� � . _ _ ' , � '^ I �;—� � ' _. ONLY WATER LINE CONSTRUCTION •,,, ;,,,:� I � . - - -- , S R . , _ 17O , � � , , � , �+�� � � , : �� , �, - _ , SHOWN ON THIS SHEET ,� , ' - � _ , �� � � _ _ , , : , . � _ �- � , , _ � � � , , L_ �- - r-a- _ _ , , _ �, _ l� , , . � _ _ - _ __ _ , , , �_ ,_�_, � , ,��_ i , , �_ , , _ _ _ UTI LITY CO TR , � . _. � � �-- ,-L. � , � _ , , i �� � � � � - ! - - - - _-- � _� : , ,_ �J� 'i � ' �--'i_ � - � ; , i _ 7_� � � --: '���-_ � � �� _� NS UCTION ��: � _ � _ , �--- � � �� �; � I �_ , ��� �� � �� __� - � , � =�- -' _�-�- � � � _ � �- , � _ , �, � � ., � � , -- � _ _ - 160 _ � , �, : ' , _ � � ;. , _ _ � � ; , -�;- �- , � . i i rTJ i -� � ' I __ � � � , , _ _ ' . I � i - , , ; ._ � � � , , � � � _ _ � � 160 _ � _� � : , ; ; _ . � � - � _, � ,---- _, . � � .--- - , � _� 4 I � i � � , � ,- I � .� ; , � �-',- ' -r � I i - -( j I ^ _ �r , -,- ', , I �-r j�l-. , .�i'. , _ _ _ i -�_ J ' _ i _ - , i _ I � _ , : ' . ' ; i _ , i , '-- , , . _ ! --. _ ._ � -I�� �� i-I � I. ' L � , ' ' � I�-�� � i _ i_ - -- r i - i � -_ _ 1 -i- , � �J - , �. I L - � _ _r � i � � � � - � � � — -. _ ; I � — -----._;— , - - . r � ' , ; , - - � ; ,- �I , ��,� � � 150 --------- _ , � , ��--- � --_ ----- _�_�_�.. _ — — — — — — _ , _ _ _ ___ _ �.� � _ �_ � - � — — — — _— -a,_---�-� _ � _ � _ __ ___ � �� ; , —�---�_ _ _ � 150 _ _ �_ _ � , �e __,_ � � � � , _ _�_�.. � , -------_—Ex_Grade___-____ � �, _ - ,. 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CB t O II ' �, I - _ i ,._� _� - i _ i _ � , , � �,: _ RELEASE MANHOLE Ex. WG 2-Ex. U/G Tel O ��. _f��. I , ! _I_ I_ , . ' , ,_.�- - i , �i , �_.�-,, I� _i --�I- � I� ' , I. -, ' , _ _ ; -- -- - � - - ~! ' . � f --� _ STA. 100 + 40 +/- ' FO Tel , i � � I �1 I � _- T�_ , � i _- . I t�� � I Li i;- � L -- - CB EX. WATER SERVICE , , ; _ _ , . _ I _ ��_� ._. � . _.- Ex. EX. GAS SERVICE $ � fi- I-- ' - � I �� 0 � � I �_._ i I � I � r __ �_� Ex. LI/G Tel M- _ _ _ _�. i ' I � a --- _�. �.. _ r -.� � � Ex. $" WG Gas / � � O , z-„�_�� �e.�--�..���__..:._____��.�_�_�__�,,.�.��_._�_� __._ _ „ y r , � � �� � � � _._ _. __ _ ._._. _ ., Ex. 8 Water , - _ _-�-�._, .. -- -- ° _`- Ex.IVG Tel � � �, _ � ---- ---, Ex. 15" RCP �Line A rox � --I ---_"'--- --' j _�--I-----=---- '�--- -_�-- Grade �--..-.r. Ln�„A arox p i i - _ � � � _/' � �--- i � pp � �'�--�� �i �,-.._-._ Ex. I O � l� - - - - _.._ , � �- - - i, L — - - - --- - 3'-0" MIN CVR , " ( pp )--�U�v PROP. 1-16" 90 DEGREE BEND ' �� Jc i Ex. 16" Water Ex. 16' Water $TA. 102 + 25 +/- HORIZONTAL. . l � � .,� me (Approx) Line (Approx) ' � A I� \ �- / Ex. 16" Water � � , - 1�FO � _ � \� �I.ine (Approx) GV' ' I CONNECT TO EX. $" WATER LINE 1�FO � ° I �� �� � J �, _ � I �; i \ -. �...... _. . _�.�. _ Ex 8" San Sewer Q �b„ 9 � I � f PROP.1 LL- PROP 1- 0 DEGREE BEN a, ;� I - - 6„ . . p � _. _ .- . _.__ ,L i ' STA. 102+17+/-, HORIZONTAL i � I' - �- PROP. 1-1 I _�i PROP. 1-16"x6" TEE , i - �J�_ i - - _- -- b x12 TEE - � PROP. 30" v I ' _ I , j-� __' ? - WATER LINE ._ _ - - ' _ p I , - ', (FOR PROP FIRE HYDRANT � , , : , � � STA.95+02+/- I ' J ENCASEMENT �. ' ; , , STA. 98 + 85 +/- � � ; ' E& PROP. 8" WATER LINE 4 i � - - �, 1 � - I � BY BOR , � 130 � � 3O i �_ PROP. 1-16 GATE JACK - ___.�_u� ' - _ - _ , .� ._ ' _ VALVE AND BOX _ _._ _ ' i , rts il' _ . r STA. 94+95+/- I _ � _ _. _ �.�_.�_� __ - _ _ _ .. � „ „ � > i � i __��.__ - -- P '_. I : PROP. 1-16"x8" REDUCER J �- --� - J,_� _ � STA. 102 + 00 +/- v , �- PROP. 1-16 x6 TEE i � �'_ I ,_.. �; I I _ i_�_� (FOR PROP FIRE HYDRANT) � �_ : � L , _ , `� � � �' � ; ' _ _, ' �' � I � I I ' � T ROP. 1-16"x16" TEE 3 i STA. 94 + 23 + - ; - - ,_ _,_ . _ ' P i 0 � � - � \ ` STA. 101 + 95 +/- ` � � , - - � , _ + �2Q r : ' � ; ..� m,_ _ 0 _. ; ' - _ ; , - , , - � , ; _ _ PROP. 1-16" GATE . ... - _ _ - N i _�- �. ` � j _, _ I. , , � _ �-�.. 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' 90 �o��- �� � � 91 + 00 92 + 00 93 + 00 94 + 00 95 + 00 96 + 00 97 + 00 98 + 00 99 + 00 100 + 00 101 + 00 102 + 00 103 + 00 - - - - - � �a 1 �Z JT� . L - - - � � - � ` - -_-_� �, j � PREPARED IN THE OFFICE OF: BOOKER DAIRY ROAD SHEET NO. i , _ _ � � �� ' WATER MAIN EXTENSION & REPLACEMENT Y �_I 1-I . �.�_ _ 1.-�� �,. � I_ f. -.�-_ �. ���_ i rt_, _. � ' � � _ _ _ ISSUED FOR BID 1 1/20/2016 19 � , , � + � . , _ _ ; , DESIGNED BY: JRG � " : � 170 � 170 190 � �-,-,- ,' 190 190 ; �, . _ _. � - �'� PA __—� �_ � ' _ ' .�� �.��_. __�_._._._��._ �_ � �.._ DRAWN BY• TK, CGL � � e __.._._� ._.___� � � � � � �,, ; � , , ; . _ , , • �•A`'�N Rp�''� ; . . . . _ � � � _. �� l. i . ' � . . . � . . . , ' i � . � I I � I '. ' . � � � � .. .. � . . ' �. , _ . . _ - - _ _ . , .. . . . _. _ . . _ . . . . . . . _ .. . . . . � _ � � � � � � � [`� . . 1 ,��� THE WOOTEN COM NY I-� � � � _ cA � � � _ �_ -� �-- � � _�.. � �� � � - i-� �� I � !` _ ' _ ?.�_-.- � . : �0 • I p�•?'y ; _ ,,.... � � 1 _ � A _,_ ! � APPROVED BY• JRG , ; ' ES ,- � _ � ' �I _ - �I _� � � �� �1-- ' 1 ��-' _ � ` � � � ' � �I-�� �_ _ � � � _ ,-' _ _ _.� �y � �, . ; I � i ���- �- Q��� �< , -I- � +� - - � - - --- -- -�- ` r I i � ❑_. � � �, I_ � ' I �: � r' , REVISED: ' S , - �- r ' � , I - - - ", '- '- - , ', VERTICAL SCALE HORIZONTAL SCALE _ SEAL = 160 �- � �, �- 160 180 , � � 180 180 _ _ : 180 200 , , , =,. 3� _ � � ' , , � � z z � 50� s�s >�, . _ . . . -- _ - - - — � 4 � � � � 4 � � ,, ', ,� _ --� _ _ , � , , � , � � �_ - , : � � � � � �, r� � - : _ , -- _ , , : . � , I , , _ , , , _ �- v NGINE� � `_ , , � � I- i � - .. ■���■ �w� i ' � � � �- _.i �__ _� �-� � —, � � - �-_ � � - �� , � ��� ' _ � - - � � -- , � i_�;.. � � ;-r � - � �� � r �� ' � � ��- ����';9dj ... ���:�, i I ! �._'_ 1i_ I_r_ � _f_ I � ' :J. i 1� i S >�(r;, R _ �- V � � - , I _ , -� - , I -,. i � � �; _ _. — _I_ � i'�_; � � rt- ' ONLY WATER LINE CONSTRUCTION ' • R � ` `° � i � � � + � � , ,-� , -� - ., • ,. : ! . ' _�_ �_-��; !- , 1-- _�-,- i-i � � ,� . � L_ --- _ „�����• � � � ,� ; _ i � ,; -, -r SHOWN ON THIS SHEET a � 150 '; i � 150 170 � , , ; 170 170 � 170 190 _�_z..�---_-r____.�a ..,. __._ �.. ._ _ _ _ .__�.� _ - � I , _ _ � _ _ -- - _ �- - � � � � 'I , ;, ; , ' . ' PROP. ROADWAY GRADE u � � � AT WATEOR �L NEY GRADE - � � i; i � - I �. , � , � I i. UTI LI 1 1 CO N STRU CTI O N � i�� AT WATER LINE ' � 7 1� � - __ ' �.. _ �_ - L - � ,_ _� �. ( PP ) , li � , ' Line A rox i � � �I I � _ � _ I _ Ex. Grade „ � ♦ I Ex.E8. 2 aU/G Gas � � p � �- �, II _ 14O . - � _ _ , , , � � �O � 6O �__ _ � � 60 � 6O ' _�� .�.. PROP. ROADWAY GRADE , � 6 � OO .__� ' _ _ i , Ex. 12' Water O i 1 8� .__ PROP. WG GAS - � I. _ _ - —� I I- �me (Approx� � = _ — Ex. Grade _ BY OTHERS AT WATER LINE ; , � � , � ,-, I �_ —' i Ex. Grade — � i . I' - � _ _ _ � � Ex. U/G Tel ____ — i' � r: _ � � i � i I I- � Ex. WG CAN L � I C' _ I 1 7 II �. _I �� � i � � i i � '= °° Ex. 8" Water �'_i � I i P R O P. 1- 1 2"x 1 2" T E E P R O P. 1 8" R C P E x. � eX. $" Wa ter ' ` - FO Tel Line (Approx) I � y�I _ � Line (Approx) � � i T I - — �i STA.0+60+/- � 130 ' ' „ �, 130 150 150 15Q. .�__ _ _ - __ 150 . ' __ _ _ � 170 � ' �_ , , 170 _ _ PROP.12 WATER LINE - . _ --- -- � �.. i __ I , I- ' � ' Ex. 8" San PROP. 1-8" 90 DEGREE BEND i i I PROP. 1-8 90 DEGREE BEND ! � I _ � - I- S e w e r , I-- CONNECT TO EX. 8" WATER LINE AT WAT E OR D L NE Y G R A D E r � � _:� i i i � S T A. 1+ 3 6+/-, H O R I Z O N T A L. ; i STA. 0+67+/ HORIZONTAL. ' ,� i,. , i 1-_-� PROP. 1-12" 90 ' � i �( _ i 1 �' „ � � i I PROP. 1-8" GATE C O N N E C T T O E X. 8 W A T E R L I N E � � ; I� , -- , __, "��� � 2 O HORIZONTAL I_ � � 2 O � 4,O VALVE AND BOX PROP. 8" WATER LINE ', '1 � � A � i PROP. 1-8' 45 � ' PROP.1-8' 45 -----_ _� O ,�.FO DEGREE BEND ��O _. _ � 6O � _ PROP. WG GAS � -_ � 6O __ � _ �.vJ� - _ _. _ _. . _--�—!_. _. _ STA. 0+07+/- _ _ _ - - P - . DEGREE BEND _ ! ..... _ . __ --_...W_ .,_ m. ._ _ _ _ _ . PROP. 1-16"x12" TEE PROP. 1-8" 90 DEGREE BEND STA. 0+50+/- , � BY OTHERS I STA. 0 + 10 +/-, ' ; . Ex. �de STA. 0+00+/- PROP. 1-16"x8" TEE STA. 1+16+/-, HORIZONTAL I HORIZONTAL i i I� � +00+/- ; q _,_�- HORIZONTAL PROP. 1-16"x4" TEE � �Ex.2" U/G Gas i_�__., _ �_,__j,_ STA. O PRO . 18' ENCASEMENT �_I__;.._ � \ = Ex.4" Water '' � � BY B RE & JACK PROP. 1-8" GATE VAIVE AND BOX STA. 0+00,+/- Ex. WG Tel Ex.8" Water o Line (Approx) '_' i 60' OF 12�� � N i + ' i $TA. 0+06+/- ; ' �ine (Approxj . , N --�-----__. _. � ��_ �.. _ _ __ I � 3O d � 5O _ PROP. 1-4" 90 DEGREE BEND �._' '' � 5O 110 130 � 130 130 _._ � _._a�._ .__-_ _=e�__.�m�„- _ � _ + I PROP. 1-16'x8" TEE STA. 1+34+/- HORIZONTAL. ii _��_._ _.._ � + -I-I ' � �, - PROP. 1-4 GATE CONNECT TO EX. 4 WATER LINE � JOINT ' � o , .- I WATER LINE Q , a _ i_ � STA. 0�- 00 +/ �_ � � � r �_ � � : u � � � � � , v� 85, N � ._I_ �, I I-I . VALVE AND BOX " � �-�-i � , r ; _; � , �,_� 67' OF 8„ PROP. 4" WATER LINE �� 136' OF 8" RESTRAINED I � RESTRAINED JOINT ' STA. 0+03+/- PROP. 1-4" 11.25 ' �' 1 DEGREE BEND PROP. 1-4" 90 DEGREE BEND � 1 OO �- �_ I' � OO � Z O, . JOINT WATER LINE _- � 2 O � 2 O r WATER LINE - � 2 O � 4O STA. 0+08+/- STA. 1+14+/- HORIZONTAL. ��O o _ �_ :;�. _ � PROFILE #1 , i �,- ; ' PROFILE #2 , PROFILE #3 , _^`��_ : AL ROTATE DOWN 11.25 DEGREES VERTIG " " � , " Y � 8' OF 4" RESTRAINED 106 OF 4" TRENCHLESS 20' OF 4' RESTRAINED I 1.1�.. � JOINT WATER LINE INSTALLATION JOINT WATER LINE _� � � � ,_ ; _ 90_ 90 _110 -- _I 110 _ _ 110 _ PROFILE #4 __ ' � _ 110 ._ 13 0 1_3 0 _ • ;� � _ • ! . � p ' f ' �� • ; : �; , so ' so � oo � � oo � oo � oo � 2 0 � 2 0 ___ _ _ o+oo � +oo o+oo � +o0 2 +oo -- o+oo � +oo Z +oo o+oo � +o0 2 +oo - -_ - I , � � i ;; s ° , , ; � , , � � � ° � ' - _ , �i _ _ _ - -- _ ._ __ -- . .. . ;. ...�- �. .. � .r .+. .- -�r- - -i- -�--}-� �I-E- : . . , . ��TF�. ; � . .. _I. ; -i- � . , : .. . - �-'i � � � .t-�.rt.. � __ P , . , , _ i _L l , . , ,. _.. . . . . . . . . . � .. - � -- . . . _ _ � ,_ .._� . � F. � �. . . � r - - � . . ; _ � . � _ . ... �. �, ; , . . �. I �1- T--�- �: � . - .- � . . i_. . . . � . . .�i � �,. .. . .. � , . . .L_ I i I � � ' � . - -` � ' �,I . . . , _ . . . , . . ' . . .. . , . I . . . .. .. �.. .._ . I I, . '� I � I ' ' ' --�--I _.i _j_1 � �-I._ , � ::. � � .� r . . . . . �._:_ . � . . i � . . �� �:. I � . ,'� � _ _ -�- - � , � _ i_�_ — i � -f � � _ __i_) 'j Q ' Q Q , � I � � � I ! � . I ' 1 �O 1 V� , �� , , 1 V0 1 V� ;° , � _ _ , , - , � , , , � � -a-- _ _ ' 180 170 ' , � � � ; �� _,, � _ _ � _ � � � _ - - _ , � , �� , �� .;, i , �I��� � � � �� � � � � _ _ � � � ° _. , � � -- -�-__ ,_ _ _:, - -- � -- _ , � ��TI I r� �I'�I �;� �r �i - , _ _.__ -� �- - -� —, - . __ . . - --, - - . .. � _: 1.�.__ � _._ , _ _� i _ ' � � - I � - �-- ,. ..�, �_. , � � ---� -- --..'- - _ I _I _L :_ ._I-' N � - � ,_ _ . _ i 1. �._i ! _�_ �. ! i �_..L _ � � � I , � _.' � .��_ � ' � - � I �.�. '� _ , � ! � I � ! � . ' T � '_ �_�_.�� i �� � � � ��I � �.-�--�_ _� � � I _ _� _ �' _ i � I� �� �. ' i_ _ � , , � �_ _ �� � _ ! , _ , : ' I__ _ - ' � , , 160 170 . � � " , , � _ � 170 170 � 170 ' 160 - � �_-- �---__. ,,, �� �� � � � � � � � _� _._ , ' , , , , _ . � _ I � ''� _ . , _ i _ � � , > " i j�,' � I: ._�� I AT WATER LINE -' �! �. I _ _' C_ i. 6 j � � � ,� , �� i _ PROP. ROADWAY GRADE _ N � � I �- � -� -, � �-_ i i I I ' : �` _ � � i '1 ,- �� , � � � �-�-- PROP. ROADWAY GRADE � - - � _, _ ,_ Ex. 2" U/G Gas -, ' �,' AT WATER LINE � _ - � L � , i _ ' , ' � PROP. PROP. ROADWAY GRADE I� . i � 5O �_ � _ 1 vO PROP. WG �AS 160 160 160_ ----1_50 _ _�� r_ _ _ __ -. .__. - - _ - _ - - - - _ _ BY OTHERS - _ _-_— � f �� - ATER LINE _._ _ _ - GUARDRAIL AT W Ex. 2" WG Gas II I � _ Ex Grad_ .-"' I -I ° � -- I � � � — — —�_ � � i I I Ex. 2" U/G Gas PROP. U/G GAS �__ i �` Ex. 8" Water � � - .� . _ e �Ex. s" Wate� BY OTHER$ � Fk Ex. 8" Wat r . L e Ex. Ll/G FO Tel Ex Gr - \ G Line A rox ade ( pp � Ex. WG Power � 0 Line (Approx) I i ' ^ � / , �de � 1� O � Line A rox - r tT i �� 0 �� 0 ' Ex. U/G CA � � CAN 1 / � �� 0 �� O Ex. lVG Tel ( PP ) - I-_ Ex. U/G --� _� � � � L -- — —\ Ty Ex. U/G Tel PROP. ,/ Ex. U/G Telo Ex. 2" U/G Gas _. �.� Ex. b Water ' Ex. U/G Power � Ex. 8" Water �_.�._.._��. _. �e, Ex. 2" ��0 __ _ _ . �$' RCP _° EX. u� Tel \ V Ex. 8' Water Ex. 16" Water Line (Approx) � _ Line (Approx) __ , Line (Approx) WG Gas _.�,_ -;_ _ -. Ex. WG Tel� Line Approx} , Q ' , Ex. 12" Water : p Ex. WG PROP. 1-8" 90 DEGREE BEND ��, Line (Approx) �, � 4 PROP. 18 � i Tel I � ENCASEMENT ' I CONNECI +/-, HORIZONTAL. I : f- , � Ex. 8" San � STA. 2 + 5 ! BY BORE & JACK PROP. 8" � Sewer I T TO EX. 8" WATER LINE � Ex. S" San o PROP. 1-12" 90 DEGREE BEND { 1�O ,. ��0 ��� ��� � �3� Sewer , : PROP.I-8" GATE VALVE �� WATER LINE STA.1+91+/-, HORIZONTAL. �3O _ �Q._ _ _ AND BOX __.�ii PROP. 18 � - N T T EX. 12' ATER L N �-- - PROP. 8" STA.0+77+/- _ I ENCASEMENT _ __. -_..._ PROP.24" .__ , PROP.1-16'x8" CROSS Ip _ �� BY BORE & PROP. 1-12" 90 DEGREE BEND PROP.1-8' 90 DEGREE BEND PRO 1-8 90 DEGREE BEND � � ENCASEMENT' STA. 2+09+/-, HORIZONTAL. � BY BORE & STA. 2+14+/-, HORIZONTAL ' " WATER LINE PROP. 1-16"x8" CROSS CONNECT TO EX. ' STA.0+38+/- I JACK , ` PROP.1-12 22.5 STA. 0+72+/- 8" WATER LINE , ', DEGREE BEND JACK STA. 1+71+/-, HORIZONTAL , „ „ 1- " ROP. 1-8 x6 REDUCER {� PROP. 1-8" GATE VALVE AND BOX ryl �� O ' STA. 0 + 34 +/-, 1 3O DEOGREE BENDS _ _ , � 3O � 3O TA. 0+33+/- J _: �_ � 3O ,_ � ZO HORIZONTAL STA. 0 + 08 +/-, STA. 0 + 67 +/ _ _. �—.. -_ _ . � _ _� _ ---- _ i �V- _ - - � PROP. 1-8" 90 DEGREE BEND ' PR P. 1-6" 45 DEGREE BEND ' VERTICAL PROP.1-8" 45 DEGREE BEND STA.1+95+/- HORIZONTAL ST + +/- HORIZ -. - ;_ _ .. �L .. PROP. 1-12 GATE VALVE AND BOX I „ STA. 0+55+/-, HORIZONTAL ; � ; PROP. b, 0 30 , ONTAL � _ STA. 0+0 I+/- I ' - I - � �� �� 1_ , --, i r I PROP. 1-8 22.5 r- � DEGREE BEND PROP. 1-8' 45 DEGREE BEND PROP. 1-8" 90 DEGREE BEND WATER INE � ' � ' � � + + � PROP. 1-lfi x12 TEE L� _ I __ _ _ _ STA. 0+ 05 +/-, � STA. 0+ 43 +/-, H ORIZONTAL STA. 1+ 85 +/-, P OP. 1-6" 2.5 DEGREE o� o ,' STA. 0+ 00 +/- - '� , � � � 12O __ VERTICAL �ZO �ZO + + � �2C� ��O i _ I ,_ + _ + _ HORIZONTAL -- -..�_._ _ . _ : B ND STA. + 09 +/-, _ o . _ _ N _�. _ _ - _� _ + - . _ . _ + . '_ ---- _ , I _ PROP. 1-8" 90 DEGREE BEND '. � � I V RTICAL � � � p � , : Q+ a� PROP 1-b" 22.5 DEGREE N 110' N _�. I + � � i STA.0+00+/- HORIZONTAL. � � + _ , CONNECT TO EX. 8" WATER LINE N o , N r - ' ' � '-' BEN STA. 0+ 5+/-, VERTICAL , - N ; 12 -=-;- r — ' 85 J _ I � - - � �, fi: I , � � j ;, :, PROP. 1 6' GATE ALVE AND BOX � 0' �„ � ' 20 OF 8 RESTRAI ED JOINT W TER LINE ' 1�� 1 � � ; 9 N A ' � � � i � � � STA. 0 03 +/- 33' OF 6' RESTRAINED , � � � � �� j � ! _ _. � �_.m. - e.a,� -- _ - I�;� PROFI LE �5 JOINT W 218' OF 8" RESTRAINED JOINT WATER LINE .__ , _ I -_ _. I � ;: , y.� _ T-� I�- 1- _I " �- PROP. 1-6" 90 DEGREE BEND � ���i� ' �� JOINT WATER LINE ', ' i -i . � rr � ' �._ ` ' � , �_ 191 OF 12 RESTRAINED � � � - I- ' ' , ° � I i i � — � �+ STA. 0+00+/-, HORIZONTAL. ' ' Y � I lOO � � lOO � lOO CONNECT TO EX.6" WATER LINE PROFILE #6 � lOO 9O ? PROFILE #7 ` 9O �,� _ � c _ __ _ _ ._ _. _ ._.,. . . . _ _.. • � : o� . _ _ ,.�_ _ ; _ _ �� • � ��-, �, � � i ', Crt :; 7 _, �I:_, 90 ' 90 90 94 80 80 - � , -' � � - - __ _ _ 0+00 1+00 2+00 0+00 1+00 2+00 3+00 0+00 1+00 2+00 � I �-�-+ � � i _ , �._� � � . �-�,. 160 ' I` ' �I _1,', , - ;-��__�_� : 150 � ��^-_���,-� - _ � _��__,___ _ � '-�-�- , i- � � GV . , I-.I^ , ��� 14O ' PROP. 1-16" GATE �� VALVE AND BOX � H TER STA. 0+ 07 +/- I-.� -;� 13 00o pROP. 1-16"xlb" TE � STA. 0 + 00 +/- 130 ' �o 0 AP :-; li `� 183' OF 1 i �.t+. JOINT 120 � � � r-I- ; ' j �- �-f , � ��-� - � I �.' i -f-� E- ; - - i�._ i � ._ - I ' , I -� ;-;_ _ _: I ., , .i_f .� .�_ � _? _ 11 � I � , _ . _. _ � �-; � ; �' r� � I � I i-1 � � i-- .-- �- ^ � � -- � ,; � �{; -'_ i�-�L '' ' ' i 1 �----j � � � �-: � i � _ � r � _ _ ____. _ --_.� _�_ � _ • PREPARED IN THE OFFICE OF: THE WOOTEN COMPANY VERTICAL SCALE HORIZONTAL SCALE �' 1 �' �Q� 2�� Q 2�� 50� 111 ■■■■■ — ONLY WATER LINE CONSTRUCTION SHOWN ON THIS SHEET � � Ex. 16" Water �, Ex. 2' Line (Approx) Gas ; �` � Q Ex. 8" San Sewer BOOKER DAIRY ROAD WATER MAIN EXTENSION & REPLACEMENT DESIGNED BY: JRG DRAWN BY: TK, CGL SHEET NO. 2� CHECKED BY: JRG `'����������'' � �.�,�N..CARp� j ,�� APPROVED BY: JRG ` � Q�FESSI0,j,9�y ' : REVISED: � Q � �� = SEAL _ = : �3�s�� = - :,' � . ;.; : � '�; �� �GIN��� ��;�. . 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I ;._ � , - � �_ �,. � � '� 1 -. - � ---�: - _ _.1 J_ �_ �� � � � �_ _ I � _j_.� _ -G-- _I-�_ i , � � - - � i i ! � , - _ � _ � ' _ _ ! _ _ i � � I I _L_� � , ��( _�_i , � I f_ i I I_�_ i l. i � I h , a- � -� �-� 1- i _ i I rCi __�-_ _�_..i- , _ r- � - i �, . _ .._ ! � . _ , � _, . ! _ �_ _ �I - - _ �� li � � I —._. � _ , � _� � i i i� I!. � o � , � �- � . _ _ _ i _ � � � � � 1 _ i ��_ _ �.�� I _i_ i � _._ . _� � � � � � ' �--C. _ ' � , --� ' I' � _ _4 _� � , � � � � � ; , I- � � � ; , �� -- ; , , - � �� �- -`_ ; � �-i �, i - �_ '� ��;�: , :�L <� � � ��=L � � I � �_ � �� �� , � � �� � , - ,; _ � � � �� i� � � �i ,�_ � � � �� � i > � i , �� � i � ; - �- - �_; ,_.�� , � � � i � i i � � � , � 1 , �- ; r _ , �_ _ , � - --- �� - _ : , _,_ - -- -- : : � 170 �, 170 , , _ _ , _, � , ' -- - -�� � � . � � � � ������ � � � �� � o � , , i _,, , �;.,_L� _ _ �; --� �__�, , i , , _ � I _ i ; _ � _�'- , ' v � ' -'--' I `� _. _ — _ � I i � , , , � -� � i -� , _ i i i i i i � � � . I � � � � I � i � I � I ! � i ' I ;_ ; � � i_- i � -�--�--; r ,- - - -� i _ i � _r I , , _ ;_ _ e_ . i ., _ . _ , _ '_r , � - � , - i �_-'- -- _ , - i - . i -- � 0 ----� -.� _� - - . _. __, _^. ! -._. �_I ! _. _ ,--- _. . I._ _i- I. , : _ L I i 1 i ' . � I � � I � � p I , :-' ' ! � � 7 � i I j I- 4 � ! ��. � .. � T � � ! �' �-� . � i �_ ' � I � i ; -t�- � i �-. - , -�. i- I - � �-�- i- - -, i -j ; � - �._', � -: - � r I_ -,- - - �- I � � � _ - - m � � ' i _ � . i _ _ -!- i i _,- � _ _ - - - --� !-.-+- . - . - - � ,. . , -i � � � _ _ -r-�- -- � . r- , ,� i �I �� : _ _ i - �- _�T� , _ T, -�;- �l _ -. -�- , _ �, - �Z� _ � , -I , l _. I�. � . , i I _ , � ! �. _ , � � f ; �, i I , _, ,__, , � __- , �T-�_.;. __ � _ _ ,�_ _ ,��� 160 � - � � M 160 ; � � , __ �' : � �, , ; , � � - -� -�, � � _ __..�. � �� � � � � � � ��� � � � � i � � � � PROP.1-1�6„45 � i � � � i � ��� �i-.'. �� . � � � _� , _ � � � �� _� �� � ,�! , � � �� � _. �� � � � � _. _ , � �- - _ _ _ � � - � _ � � � i i ,' � ' I I , � _ � ;_ ' � L . i _ i. -�-.-_'•. ! , . L 'I DEGREE BEND -� � � 'r i !-r ' �- ; � I , , i , I , , : i ; � , o G�-� � �- ,�_t ,.-I-' �_!_f_., ;: , - � �; , - _ , , _ � _, , , _ � � _ _;_: _ L��I I I �_ STA.14+47+/- �_ a--�_ _ _ ; , I � j I _ � F i �i � + _ _ T__ � _._-- �' � T' � � �_ �....�J.-!-I. �I__' ' _ __ I . . , . . I � . .. . ._ _-� �� I . ��i . .._ �_ �. . . � _ ' _.'I__, __i I I t �,. . . . .. . . . _ i+�:- . . � ..� i .. . . i _ 1 _ I�. .. .. . . .. -_I .. ' . . _ _i . I � ��'_ I i' _ _ -��� '. i . . . ; �. .. i i . "I-�L_i_ . . . '. _� ' ' ' __I." _I._..I . I y E T �_I � � .� = I �, � HORIZONTAL 1 ,, � ; . �- 1 ,- : � ; , r_ �,_ � _; _ _!-�-_ I_�_ , _ , : , i __I_ _ � ._ __ ___ '" Y t 1 _. . .� . � . - . i � - . _ . . . _ . _ I , _ � . .. � � . _ _ _ �' � :. . i - ' , . � . � �. , �. . - � � � � - - , . . . . - . . . � . . � _ . . .. . . , , . - . �, . , . . � . . � I - - I . _ . . . _ . � i . � . . ! �. . . . _ � . . _ �. . � . _ _ _ . �. . � _ ' � . _ � . ~ � PROP. 16"x10 I : . ' � , - - - , � � I�. _ , ' ' � 5 � � j � � 5O __ ' _ ,.. _ __;; _ . . _ - � — — _- - REDUCER ;- - -- - I ' � ; , i , : � `' d�' Ex. 16" Water _ � � I -I' � � i i i i I � .�- — E�G' „ • � , '_ -� � '—= ' - - I , , _ � , i i � Ex.16 Water Line A rox � � � I a, STA.14�-58+ _ � � ;_: ___ � __.�-_ ___. _ ' ' � ( pP ) , _ _ _ I , _ _ , , � � „ , I Ex. 8 Water V Ex. 10' Water p , ' , ' � ; , . _ , . __ I -- � , i � _ I. � i . _ ' i i � i i i ' i I i , i � ; � Line (Approx) O ' I - . I - - I� I - � I� _ L: i .-� i _ _ _ i l -„�_� �� . ��-! i I_.r_ _ i �_� i �_ �._F I _ _ I � 3'-0" MIN. CVR ( Pp 1 � Line A rox � i L1- 1-�1 � i i i -� . � I-. _ _! �r-! ; -L_ _L �_ .. ���---.. �—: , � - • _ i _ _ , _I_�,_! i n I i � _t_ ��� I�. _ � . � _ -} O Line A ra�x ll ( pP ) - , � � _ {_� _ I i J_i i ,-;=�- _._�� _ i � L� � i_+�� , � i--�--L !- ! I II ', , _�,�1 _, _..�_ I_ I _I._! .. ,, T_�� 1- , I .I�I_ ]_ � ;-- � _ - , _ . , , f =-- - _ : _ , I - ----- - _ � � � � � � � ; - --� 140 � � ;_ _ �I , __ �' � � � 140 � , � � _ '� , --� �-� � , �- �� -- - - - � � � � � . _ . .�. _ , _ , � � i � i � i _ - -- - _ _, ._. .� PROP. 1-16" 22.5 �i PROP. 1-10"x10' TEE _'_ ' j a L� , i�l ' ' _; _ � ; � � _ �, -'� � � � � _ � � � � ' � ' �� ' , i�� � ��; 'i � �� , �,� � _ . , , '� � DEGREE BEND PROP. 16" � � CUT-IN TO EX. 10 WL � �� � � - -�---_.. . --� _ _ � _ :._. �, � �� � ,_ � � � � -�� , ��� � i STA. 13+31+/-, WATER LINE � ' STA. 14+61+/- � � � �.`. � � _� ' ��, �, , !�� _ � �I �� ._ I _i_I _ 1_�,�_� � _-� _� , , _ � j � ; , � � �� � � i -� ' _ � j _f—, � _ �-: '� � � � � � _ �. � � � � i � i i � i � � � � i , _;__ _ -�--; � . - � � � �i I � - -, i � �� - � --- - =- i �. i _ _ � -i, ; ��, � � � ,_ L __ �� � � , � ; � � � � � � � � � v � ,� _ _. . r ,_.1_. �� � , �._ ..�� � �- �- � � � +-�, �; � .,,, HORIZONTAL R P 1- „ � �� , �' � � � _� ' � � � � � � ' �_ _ _I I _ � _ � � � , • - �-._I _; .. �_ - I � � _ �- ;-� � � �� �� �. _ , ; � , , _ � � . , � ; _G , ' i�f� � � -, , _ '� PROP. 1-16" GATE � � � , i , , -' � � I � i �.�_ I . , i .--r_� � , � i. �-I - : - r � �I- . _ . _ .� � � � _ � � � �_ .1,_ � � _ i I� � � .i � , . ;. P O. 16 45 , t ,-L � � 3O DEGREE BEND PROP. 1 16" 45 � _ � � �' ' O i � VALVE AND BOX I i " �, � _ � � _.��__�-._ ... STA. 13+77+/-, ___ DEGREE BEND -____-- � � � � -- . . , �_.., � __.,. _:� ' , I ' -� I , , ,_ � i ' O , I � HORIZONTAL STA. 14+27+/-, i 'I T ;- I � ! _ _ _ _ , I , , i ' ' I i . + +- ' i � N i i HORIZONTAL � I ', _ ;-- � , � i i__ _ . _ i _ �i , I � I I ' - ; _. _ , � i _ _ � _ , � � , � lp---�- _ � �. � _�__ ,_ �_,-�, _ �_T�� - ��--, _ _ ,_ � , _ = '-�-- -�--r-! - - - - - i -� -���: - -ri-i. � __- _i._� _� : �._ �_� lfil OF 16 RESTRAINED I, �.-_ C'_'. �: 1 � 1_ ,.. , --� _I � �__!_ �� �: i i ! _ fi_ � �7 F �' �__ `�. � _ I Q � � � ' ' I I ' ' � , � - � - -. , , � : , -; I- � -'. 4 � � -� ' _ --•- � f ' � ,___ : � � I � I � � , , � I � ' ~ I� JOINT WATER LINE ' , _ _ , � 2 O � ��0 _ � � ' � , �, i I I � i I ! I I � , t �- ' � p0 - __ __ _ _. _ -._ . _ __ _,___ _ .�: ___„_..__._�� ___. 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