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HomeMy WebLinkAbout15W011 Marlette Water Line ASBUILT 01/19 GA 1 2018 NARLETTE TATERLINE IV--) U � � All 0 0 REPLACENENT PROJECT m 0 W yQ � O I ) OUTH TAHOE PUBLIC UTILITY DI) TRICT ;RENO 80 I 41 TRUCKEE us 6 50 89 28 CARSON CITY uS LAKE TAHC E 50 us 9 89 MINDEN W GARDNERVILLE 20 z SOUTH LAKE TAHOE � U 00:� W BOARD OF DIRECTORS us � o TO SACRAMENTO 89 WOODFORDS 9 PROJECT LOCATI O N Q W SOUTH TAHOE PUBLIC UTILITY DISTRICT 50 z 89 89 W V I o DIRECTORS 88 4 W LLJ � � o TO STO C KTO N W RANDY VOCELCESANC o 0 KELLY M SHEEHAN � CHRIS CEFAL U LOCATION MAP 0 JAMES R. JONES � 3 rn J Alameda Ave 9 lane,�•- Z D UANE WLACE < Pickett Ave PROJECT m N m-ratio.q Me pv Ave Q > m 2 Nan Francisco Ave S O It t h L a k e ijou Golf Course AREA o a o Tahoe ,e P �� m m 3 x Los Angeles Ave ♦doe Z a 5Q Js Angeles Ave m T a Stanford Ave Lyons Ave a` Z GENERAL MANAGER Sonoma Ave — } 90 sa istrano Ave to /�O GaP q .� Ave South Tahoe ° 3 a4O9 Qd0o paloma Middle School 3 v W 9ye `Bigler Ave I a P.E. q r� m a o°a\�a�°°r ea 6"�� QROFESRICHARD SOLBRIC, Al Tahoe Blvd aQ0 � '�'� � u• Q P o ra to `° e� �' ) Bijou Community O Park ft. 3 < ti W fin lkP Barka or Walkup Rd a; No. C5900 IT] n °c'O'49 `ter °ge9e� Bruce Or a SHEETINDEX * Exp. 6/30/19 Janet Dr ° a n °to oar sc ��° yP�q' At Q a, Omalley or m Lake Tahoe a °p°'Way SHEET T I TILE lF OF CAL\� APPROVAL; 2/1 6/18 Ay`S o OasO9P C'��s` Community College �° °s � G1 COVER a q � p C �r '� 9 P ti G O a O °° N G2 GENERAL NOTES DATE: FEB 2018 o ` o +co+P¢ G3 STAGING BM P NOTES SCALE: NO SCALE SHANNON COT ULLA, P.E. NO. CE 82309 DATE wP1 D P 0e°o�eP�e y° �Pe . T. P. U . D. SOUTH TAHOE PUBLIC UTILITY DISTRICT °��° G 4 PROJECT AREA SHEETINDEX 9T• D1 — D4 DETAILS DRAWN: TJR VICINITY ]AP P1 — P8 PLAN SHEET FILE: 15W01 1 00 0 0 TC1 TRAFFIC CONTROL PLAN G 1 N 3 1 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 ABBREVIATIONS LEGEND DESIGN CRITERIA GENERAL NOTES AB AGGREGATE BASE EXISTING: VERTICAL LAYOUT: 1) CONTRACTOR SHALL HAVE SIGNED PLANS, SPECIFICATION AND PERMITS IN THEIR 12) ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAY'S AC ASPHALT CONCRETE MAINTAIN 4' OF COVER OVER PIPE & INCREASE DEPTH POSSESSION PRIOR TO COMMENCEMENT OF WORK. WORK PER THE SPECIFICATIONS. EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE HOT APPX APPROXIMATELY WHERE NECESSARY TO PROVIDE 12" OF CLEAR DISTANCE PATCHED AS REQUIRED PER SPECIFICATIONS TO MATCH THE EXISTING PAVEMENT AT THE END AVE AVENUE EDGE OF PAVEMENT: EOP EOP AT UTILITY CROSSINGS. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, OF EACH DAY'S WORK. ALL TRENCH PLATES SHALL BE NON-SKID TYPE AND HAVE COLD & AND LOCAL AGENCIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND PATCH APPLIED TO THE EDGE FOR TRAFFIC APPROACH AND DEPARTURE. o CF CUBIC FEET SEWER FORCE MAIN: 16" STEEL FM to FACILITIES. LOCATION AND DEPTH OF EXISTING UTILITIES WHERE SHOWN ON PLANS ARE � CL CENTERLINE U BASED ON BEST AVAILABLE INFORMATION. NO GUARANTEE IS MADE AS TO THE ACCURACY 13) WHERE NEW WATER MAINS ARE BEING INSTALLED IN PAVED SECTIONS THE MAXIMUM WIDTH CMU CONCRETE MASONRY UNIT SEWER: SS SS OF THIS INFORMATION OR THAT ALL UTILITIES ARE SHOWN. IT SHALL BE THE FOR ASPHALT REPLACEMENT THE CONTRACTOR SHALL BE COMPENSATED FOR IS THE MAXIMUM .� CPLG COUPLING CONTRACTORS RESPONSIBILITY TO LOCATE, PROTECT, AND MAINTAIN ALL EXISTING CLEAR TRENCH WIDTH FOR THE PIPELINE SIZE BEING INSTALLED PLUS TWELVE INCHES (12") aj 0 aj CPS COPPER PIPE SIZE WATER: W W UTILITIES. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACTOR SHALL IN COUNTY OF EL DORADO RIGHT OF WAY, TWENTY FOUR INCHES (24") IN CITY OF SOUTH �j N I CITY OF SOUTH LAKE TAHOE w D NOTIFY MEMBERS OF UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF LAKE TAHOE RIGHT OF WAY, AS PROVIDED IN THE CONTRACT SPECIFICATIONS. THE DIA DIAMETER D DRAINAGE INLET GAS: GAS GAS AGENCY / UTILITY CONTACTS PERFORMING EXCAVATION WORK BY CALLING UNDERGROUND SERVICE ALERT 811 . CONTRACTOR SHALL REPLACE ALL TRAFFIC STRIPING THAT IS DISTURBED DURING DIP DUCTILE IRON PIPE OVERHEAD UTILITY: OHU OHU EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES OF DEPTH BELOW THE EXISTING CONSTRUCTION. DW DRIVE WAY HIGHWAY PATROL-NON EMERGENCY SURFACE. E EXISTING TELEPHONE: TEL TEL 14) THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR ANY DISTURBANCE OR `. (530) 577-1001 3) THE CONTRACTOR SHALL POTHOLE ALL UTILITY AND STORM DRAIN CROSSINGS ALONG THE CONTAMINATION TO ANY DRY WELLS, STORM WATER COLLECTION OR RETAINAGE SYSTEMS U EA EACH PIPELINE ALIGNMENT IN ADVANCE OF INSTALLATION. THE CONTRACTOR SHALL REPORT THE ELEC ELECTRIC CABLE TV CATV CATV EL DORADO COUNTY SHERIFF'S OFFICE-NON EMERGENCY ALONG THE PROJECT SITE. THE CONTRACTOR SHALL NOT STOCK PILE ANY MATERIAL UPON m ELEV ELEVATION (530) 573-3000 RESULTS OF THE POTHOLE IN WRITING TO THE ENGINEER 48 HOURS (NOT TO INCLUDE ANY DRAINAGE FACILITIES. ELL ELBOW STORM DRAIN: SD SD WEEKENDS OR HOLIDAYS) PRIOR TO UNDERTAKING ANY CORRECTIVE ACTION BY THE EOP EDGE OF PAVEMENT CONTRACTOR REGARDING FACILITY LOCATION OR ALIGNMENT, THE CONTRACTOR SHALL 15) PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR Ld v CITY OF SOUTH LAKE TAHOE POLICE DEPARTMENT p FG FINISHED GRADE PROPERTY LINE: PL PL NON EMERGENCY NOTIFY THE ENGINEER. SHOULD ANY CORRECTIVE WORK BE DONE PRIOR TO APPROVAL A TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC THROUGH THE PROJECT SITE. FH FIRE HYDRANT NOTIFICATION, THE DISTRICT ASSUMES NO LIABILITY FOR THE COSTS INCURRED FOR THIS lk FL FLOW LINE RIGHT—OF—WAY: R/W R/W (530) 542-6100 WORK. 16) CONTRACTOR SHALL MAINTAIN THE CONTINUOUS FLOW OF TRAFFIC AT ALL TIMES DURING FLG FLANGE CITY OF SOUTH LAKE TAHOE FIRE DEPARTMENT CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC BARRIERS SHALL BE REMOVED = V FM FORCE MAIN WATER & GAS VALVE: �O 4) CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND TRAFFIC RETURNED TO NORMAL. G GAS (530) 542-6160 AND ANY OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR O GA GAUGE FIRE HYDRANT: CALTRANS 24HOUR EMERGENCY MARKERS DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A 17) CONTRACTOR SHALL REMOVE ALL MATERIAL GENERATED BY ANY ASPHALT SAW CUTTING V GALV GALVANIZED ASNCALIFORNIA LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. OPERATION DURING OR IMMEDIATELY AFTER SAWCUTTING BY USING ADEQUATELY SIZED GB GRADE BREAK MANHOLE: o00 (530) 426-7600 VACUUMING EQUIPMENT TO ACCOMMODATE THE REMOVAL PROCESS. ti GPM GALLONS PER MINUTE (916) 859-7900 5) THE CONTRACTOR SHALL APPLY EITHER WATER OR DUST PALLIATIVE OR BOTH, AS GS GAS SERVICE, GROUND SHOT UTILITY VAULT: REQUIRED AT THE OPTION OF THE OWNER OR HIS REPRESENTATIVE, FOR THE 18) WHEN HOT TAPPING A WATER MAIN: CONTRACTOR SHALL EXCAVATE, SHORE AND SHIELD W H HEIGHT EL DORADO COUNTY DEPARTMENT OF TRANSPORTATION ALLEVIATION OR PREVENTION OF DUST NUISANCE. EXISTING WATER MAIN. CONTRACTOR SHALL PRESSURE TEST, SADDLE AND GATE VALVE PRIOR HEX HEXAGONAL DROP INLET: (530) 642-4909 TO HOT TAP. CONTRACTOR SHALL PROVIDE ACCESS AND TRAFFIC CONTROL FOR DISTRICT HORZ HORIZONTAL 6) THE CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY CREWS TO HOT TAP WATER MAIN. ALL HOT TAPS SHALL BE DONE TUESDAYS THRU HWY HIGHWAY SIGN: F SOUTH TAHOE PUBLIC UTILITY DISTRICT STANDARD CONDITIONS OF APPROVAL. A PRE—GRADE INSPECTION SHALL BE COMPLETED THURSDAYS. CONTRACTOR SHALL REQUEST IN WRITING FORTY EIGHT (48) HOURS IN ID INSIDE DIAMETER (530) 544-6474 PRIOR TO ANY SAWCUTTING OR EXCAVATION ACTIVITIES. ADVANCED FOR DISTRICT CREWS TO PERFORM HOT TAP. IE INVERT ELEVATION LIGHT: INV INVERT EL DORADO COUNTY ENVIRONMENTAL MANAGEMENT 7) THE CONTRACTOR SHALL COMPLY WITH THE STATE WATER QUALITY CONTROL BOARD 19) CONTRACTORS EQUIPMENT AND EMPLOYEE VEHICLES SHALL PARK ON EXISTING PAVED IPS IRON PIPE SIZE TREE: (530) 573-3450 WASTE DISCHARGE REQUIREMENTS FOR THIS PROJECT AND THE CITY OF SOUTH LAKE SURFACES OR EXISTING COMPACTED ROAD SHOULDERS. NO EQUIPMENT OR VEHICLES SHALL JT JOINT TAHOE'S ENCROACHMENT PERMIT. BE PLACED OUTSIDE THE STATE, CITY, OR COUNTY RIGHT OF WAY. ANY DISTURBANCE OF L LENGTH CONCRETE DRIVEWAY: �,:,.}`.,. •`.f.- 'a.. TAHOE REGIONAL PLANNING AGENCY PRIVATE PROPERTY SHALL BE RESTORED BY THE CONTRACTOR AT THEIR EXPENSE. LF LINEAR FEET (775) 588-4547 8) ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE REVEGETATED BY THE LN LANE PAVER DRIVEWAY: CONTRACTOR IN ACCORDANCE WITH THE TAHOE REGIONAL PLANNING AGENCY HANDBOOK 20) ALL SEWER PIPES DAMAGED DURING THE EXECUTION OF THE PROJECT SHALL BE REPAIRED LOC LOCATION SOUTHWEST GAS (NATURAL GAS) OF BEST MANAGEMENT PRACTICES. APPLICATION OF A MULCH MAY ENHANCE VEGETATIVE PER DETAIL 3, SHEET D2. LT LEFT MAX MAXIMUM PROPOSED: (800) 772-4555 ESTABLISHMENT. NO EQUIPMENT OR VEHICLES SHALL BE PLACED OUTSIDE THE STATE, MACH MECHANICAL CITY, OR COUNTY RIGHT OF WAY. ANY DISTURBANCE OF PRIVATE PROPERTY SHALL BE 21) AFTER THE NEW MAIN IS PLACED INTO SERVICE, THE EXISTING WATER MAINS, WHERE SHOWN MFR MANUFACTURER CHARTER COMMUNICATIONS INC. (CABLE TV) RESTORED BY THE CONTRACTOR AT THEIR EXPENSE. ON THE PROJECT DRAWINGS, ARE TO BE ABANDONED IN PLACE BY CUTTING OUT A WATER MAIN LINE: 775 588-1077 SECTION OF PIPE AND WELDING A CAP ON THE END OF THE PIPELINE, OR OTHER APPROVED MH MANHOLE ( ) 9) ALL EXCESS MATERIAL FROM THE PROJECT IS TO BE REMOVED FROM THE SITE AND METHOD OF CAPPING. BLIND—FLANGE CAPPING SHALL BE UTILIZED WHERE POSSIBLE. ALL MJ MECHANICAL JOINT SVC & FH LINES: DISPOSED OF AT A SITE APPROVED BY THE TAHOE REGIONAL PLANNING AGENCY. NO EXPOSED CORPORATION STOPS ON THE EXISTING WATER MAINS ARE TO BE LEFT IN PLACE IN MIN MINIMUM LIBERTY UTILITIES (ELECTRIC) EXCESS MATERIAL SHALL BE STORED ON SITE AFTER HOURS. THE CLOSED POSITION. FOR CORPORATION STOPS THAT HAVE NOT BEEN EXPOSED, THE MISC MTL MISCELLANEOUS METAL 90° ELBOW: (530) 541 -1628 CAPPING OF THE END OF THE SERVICE LINE USING AN APPROVED COMPRESSION FITTING W N NORTH/NEW �_x (775) 689-4100 COLLECT 10) ALL INTERTIES BETWEEN NEW WATER MAINS AND THE EXISTING WATER SYSTEM, INCLUDING SHALL BE ACCEPTABLE. EXISTING FIRE HYDRANTS TO BE ABANDONED AT THE ISOLATION N/A NOT APPLICABLE 45° ELBOW: Z NIC NOT IN CONTRACT ATT (TELEPHONE) NEW WATER SERVICE CONNECTIONS, AND FIRE HYDRANT INSTALLATIONS AND VALVE, REMOVED FROM THE PROJECT AREA AND RETURNED TO THE DISTRICT, BY THE NO NUMBER TEE: (TELEPHONE) (PRESS "0" FOUR TIMES) TRANSFERS, SHALL ONLY BE MADE AFTER ALL PRESSURE TESTING AND DISINFECTION CONTRACTOR. THE ISOLATION VALVE IS TO BE BLIND FLANGED OR CAPPED BY OTHER NO NOT TO SCALE REQUIREMENTS ARE SATISFACTORILY MET. THE CONTRACTOR SHALL BE RESPONSIBLE TO APPROVED METHOD. (800) 310-2355 OPTION #2 PROVIDE ALL BLOW OFFS NECESSARY FOR FLUSHING AND SAMPLING OF ALL NEW WATER L-1 OC ON CENTER CROSS: MAINS AS REQUIRED BY THE CALIFORNIA STATE WATER RESOURCES CONTROL BOARD AND 22) ALL EXISTING WATER SERVICES FOR THIS PROJECT SHALL BE ABANDONED PER NOTE NO. 11 . LLI 0 (� OD OUTSIDE DIAMETER LAKE TAHOE UNIFIED SCHOOL DISTRICT—TRANSPORTATION PROJECT SPECIFICATIONS. ONLY NEW WATER SERVICE CONNECTIONS WHERE SHOWN ON THE PROJECT PLANS SHALL BE PCC PORTLAND CEMENT CONCRETE REDUCER: 530 ( ) 543-2218 INSTALLED PER THE DISTRICTS STANDARD DETAILS AND PROJECT DRAWINGS. THE LOCATIONS PE, POLY POLYETHYLENE 1 1) THE CONTRACTOR SHALL PROVIDE, ON ALL NON—CONDUCTIVE PIPING, CONTINUOUS OF ALL EXISTING WATER SERVICES SHALL BE VERIFIED AND MARKED IN THE FIELD. PL PROPERTY LINE WATER VALVE: O PP POWER POLE INSULATED TRACER WIRE RATED FOR DIRECT BURY (#10 SOLID COPPER OR #12 COPPER PSF POUNDS PER SQUARE FOOT FIRE HYDRANT: CLAD STEEL WIRE ALONG THE PIPELINE AND PROVIDE ACCESS TO TRACER WIRE AT ALL 23) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HANDLING AND PROPER DISPOSAL OF Z PSI POUNDS PER SQUARE INCH Q VALVE BOX INSTALLATIONS WITH A MINIMUM OF 1 FT EXCESS TRACER WIRE FOR FUTURE DISTRIBUTION SYSTEM WATER ENCOUNTERED DURING SYSTEM TIE—INS IN ACCORDANCE WITH W PTW PIPE TRACER WIRE THRUST BLOCK: SERVICE CONNECTIONS. THIS SHALL ALSO APPLY TO ALL CONDUCTIVE PIPING UNLESS THE SPECIFICATIONS. FOR THIS PROJECT, THE CONTRACTOR SHALL ASSUME THAT UP TO PVC POLYVINYL CHLORIDE PERMANENTLY BONDED AT EACH JOINT. ALL TRACER WIRE CONNECTIONS SHALL BE MADE 1 ,500 GALLONS WILL BE ENCOUNTERED AT EACH TIE—IN. r Z QTY QUANTITY BLOW OFF: USING 3M DBR-6 SPLICE KIT OR APPROVED EQUAL. U W R RADIUS RCP REINFORCED CONCRETE PIPE FLEX COUPLING: W W REF REFERENCE " REQ'D REQUIRED WATER SERVICE O Q U a REVEG REVEGETATION & METER PIT: W RJ RESTRAINED JOINT RT RIGHT G o ROW RIGHT-OF-WAY DISTRIBUTIONSCH SCHEDULE DOUBLE OF UNIT PRICE BID TEVS oo SD STORM DRAIN SERVICE & 2 WATER SDMH STORM DRAIN MANHOLE METER PITS: O 0 3 SQQ FT SQQU RE FOOT ITEM DESCRIPTIONS UNIT P1 P2 P3 P4 P5 P6 P7 P8 TOTAL N SPEC SPECIFICATIONS 112 SPPCO SIERRA PACIFIC POWER COMPANY 6" WATER MAIN PVC C 900 (DR 18) OR DIP CLASS 350 LF 347 345 417 1109 Z) 2 OVERLAY ASPHALT a SQ SQUARE REPLACEMENT AREA SERVICES: SS SANITARY SEWER, STAINLESS STEEL Z SSL SANITARY SEWER LATERAL 3/4„ EA 3 1 4 1 3 3 3 2 20 a SSMH SANITARY SEWER MANHOLE TRENCH PATCH IN DOUBLE 3/4" EA 2 2 2 3 1 4 4 1 19 " OVERLAY AREA STA STATION METERS: uj STD STANDARD Iz STL STEEL 3" MISCELLANEOUS 3/411 EA 13 10 11 8 5 16 10 7 80 STPUD SOUTH TAHOE PUBLIC UTILITY DISTRICT PAVING OR 4" TRENCH 3/4" TRAFFIC RATED EA 4 5 2 4 9 2 3 29 QROFEss/oNq STR STRUCTURE PATCH (AS DIRECTED INTERTIES EA 1 1 2 4 �`����� H TEL TELEPHONE FIRE HYDRANTS EA 1 1 1 2 1 6 No. C5900 TAN TANGENT BY THE ENGINEER) k4, N TBC TOP BACK CURB * Ex* 6/30/19 TBD TO BE DETERMINED WATER LINE PROTECTION AT SEWER OR STORM DRAIN CROSSING LF 40 40 00 TEMP TEMPORARY 81 4" TRENCH PATCH SQFT 20 3 633 636 3 1492 2787 sy CIVIL �P TG TOP OF GRATE OFCA1�� TR TOP OF RIM / 2 MILL & OVERLAY SQFT 16 1366 1785 3760 7 6934 TRPA TAHOE REGIONAL PLANNING AGENCY / 3" MISCELLANEOUS PATCH SQFT 45 16 33 30 20 12 156 TW TRAVELED WAY TYP TYPICAL Knowwhat'shelow. DATE: FEB 2018 UG UNDERGROUND Call before you dig. USES U.S. FOREST SERVICE SCALE: NO SCALE UTI L UTILITY VAR VAR I ESAL DRAWN: TJ R W WATER W/ WITH FILE: 15WO 1 1 WM WATER METER WS WATER SERVICE WV WATER VALVE G 2 YD YARD 2 OF 17 SHEETS X ASBUILT 01/19 GAB 1 D RECT ONS : BMP GENERAL NOTES : FROM HIGHWAY 50/ EAK E TAHOE B LVD OR 1 ) ON -SITE WORK SHALL BE PERFORMED FROM 8 AM TO 6 PM, MONDAY THROUGH FRIDAY. WORK PIONEER TRAIL TAKE AL TAHOE B EVD TO OUTSIDE THESE HOURS MUST BE APPROVED BY THE DISTRICT A MINIMUM OF 48- HOURS BEFORE L� THE ABNORMAL WORKING HOURS ARE SCHEDULED TO BEGIN . THE NORTH GATE ACCESS ROAD 1-� 2) NOISE SHALL BE REDUCED BY MANDATORY USE OF MUFFLERS ON ALL CONSTRUCTION VEHICLES AND oQ EQUIPMENT. WHERE FEASIBLE, SOLENOID PAVEMENT BREAKERS WILL BE USED IN LIEU OF AIR POWERED JACK HAMMERS. OI 5 3) NOISE GENERATING ACTIVITIES WILL BE LIMITED TO THE HOURS OF 8:00 AM TO 6:00 PM. J m r O 4) THE CONTRACTOR SHALL PROVIDE A WATER TRUCK TO WATER AREAS AS NECESSARY TO CONTROL w D U ST. o . CITY OF SOUTH LAKE TAHOE PLAY FIELDS SIGN 5) CONTRACTOR SHALL PROVIDE A VACUUM SWEEPER TRUCK FOR CLEANING OF THE SITE DURING AND = � � AFTER CONSTRUCTION EACH DAY AS REQUIRED TO PREVENT SEDIMENT RUN OFF AND TO AID IN DUST o CONTROL. V 0 6 CONTRACTOR SHALL PROVIDE CRUSHED ROCK IN AREAS OF TEMPORARY CONSTRUCTION ACCESS TO MINIMIZE MIGRATION OF SEDIMENT. 7 ALL DISTURBED AREAS SHALL BE RESTORED TO MATCH PRE- EXISTING CONDITIONS. UNIMPROVED 0� AREAS AND AREAS NOT LANDSCAPED SHALL BE REVEGETATED WITH NATIVE SPECIES PER TRPA BEST MANAGEMENT PRACTICES (BMP). EXISTING VEGETATION REMOVED DURING CONSTRUCTION SHALL BE CHIPPED AND MULCHED ON SITE AND STORED FOR USE DURING REVEGETATION . 8 ALL TREES IN JEOPARDY OF DAMAGE BY CONSTRUCTION ACTIVITIES AS DETERMINED BY THE DISTRICT SHALL BE PROTECTED PER DETAIL 6 ON PAGE D4. PLAY FIELDS PARKING LOT ACCESS: g) SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED OFF THE CONSTRUCTION SITE. GRADING MAX SPEED LIMIT 15 MPH , EXERCISE EXTREME CAUTION OPERATIONS SHALL CEASE IN THE EVENT THAT DANGER OF VIOLATING THIS CONDITION EXISTS. 10) DURING CONSTRUCTION, ENVIRONMENTAL PROTECTION DEVICES, SUCH AS EROSION CONTROL, DUST Z u� CONTROL AND VEGETATION PROTECTION DEVICES SHALL BE MAINTAINED AT ALL TIMES. U � DISTRICT'S NORTH GATE m LLJ 0 LOCKED VERTICAL LIFT GATE MAXIMUM HEIGHT 14 FEET 1 1 ) LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED FROM WIND OR WATER EROSION BY BEING L_LJ - Z APPROPRIATELY COVERED WHEN CONSTRUCTION IS NOT IN ACTIVE PROGRESS OR WHEN REQUIRED BY I___ 0 TRPA. CONTRACTOR STAGING AREA FOR EQUIPMENT, WATERLINE 12) EXCAVATED MATERIAL SHALL BE STORED UPGRADE FROM THE EXCAVATED AREA WHENEVER POSSIBLE. W m REPLACEMENT MATERIAL AGGREGATE BASE NO DEBRIS, NO MATERIAL SHALL BE STORED IN ANY STREAM ENVIRONMENT ZONE (SEZ) OR WET AREA. z 0 EXCESS SPOIL TO BE STORED HERE W LL] Z 13) ONLY EQUIPMENT OF A SIZE AND TYPE THAT WILL DO THE LEAST AMOUNT OF DAMAGE, UNDER Q PREVAILING SITE CONDITIONS AND CONSIDERING THE NATURE OF THE WORK TO BE PERFORMED, WILL m L�J MAINTAIN FULL WIDTH OF ACCESS LOOP FOR DISTRICT BE USED. Q U C� M 24 HOUR OPERATION g Z r O 14) NO WASHING OF VEHICLES OR HEAVY EQUIPMENT, INCLUDING CEMENT MIXERS, SHALL BE PERMITTED 00 0- CD ANYWHERE ON THE SUBJECT PROPERTY UNLESS AUTHORIZED BY TRPA IN WRITING. m O J_ m N a I z J d z 0 N W 0 W I- QROFESS/Oyq H.RY Fyc J . 44 �+ No. C5900 Exp. 6/30/19 m sj CIV\\- �P 0 9TF OF CAI.\� a U c E DATE: FEB 2018 0 a NOTE: SCALE: NO SCALE 1 ) CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY CONVENIENCES AT ALL DRAWN: TJR STAGING AREAS PER STPUD SPECS FILE: 15W011 00 0 3 G3 3 OF 17 Al SHEETS X ASBUILT 01/19 GAB 1 I � � 0 100 200 J Ld SEZ ZONE STREAM ENVIROMENT ZONE _ a NOTE 0 `. .n 1 . CONTRACTOR SHALL EXPECT y -" RLETTE ClR SHALLOW GROUNDWATER WILL BE ENCOUNTERED IN SEZ ZONES. DEWATERING PER SPECIFICATIONS REQUIRED. "n— U lV T L_L I --] U �T- y R a �I HE �E E -D Q O x E):� W � � 0 � WIZ 0 z WLLILJ L LLJ o � � Z Q M CL M O � M w_ ALL] T O I� O O. Cal 112_ R L TE J D m N a I z z J d z 0 N W I- a QROFESSbryq H.RY`nti� No. C5900 Exp. 6/30/19 m .Pj clv\\- �P a qTF OF CA\-�� U c 0 DATE: FEB 2018 a a� SCALE: AS SHOWN DRAWN: TJR 4+ Knowmarshelow. FILE: 15W01 1 s Call before you dig. 3 G4 4 OF 17 SHEETS CL ASBUILT 01/19 GAB 1 THICKNESS OF REPLACEMENT AC PAVEMENT CONTRACTOR SHALL REVEGETATE AND RESTORE ALL AREAS CITY OF SO. LAKE TAHOE R.O.W. = 4" DISTURBED BY CONSTRUCTION ACTIVITY PER SPECIFICATIONS FITTING AND PIPE RESTRAINT LENGTH REQUIREMENTS ELDORADO CO. R.O.W. = 3" CAL—TRANS R.O.W. = 4" 2" HIGH MOUND TYPE OF 90° 45° 22.5' 11.25° TEE TEE VALVE VALVE DEAD OUTSIDE R.O.W. MIN = 2 1/2" FITTING ELBOW ELBOW ELBOW ELBOW BRANCH* W/ PLUG REDUCER** INLINE AT END END EXISTING A.C. PAVEMENT THICKNESS MAY VARY o � � G GRP OE �a ��N � • F- CLASS 2 AGGREGATE BASE COMPACTED TO X\SA\N Z U 95% RELATIVE COMPACTION. N:ij6„ PVC 14' 6' 3' 2' 10'* 14' 41' 42' 42' 42' .� DIP 16' 7' 4' 2' 10'* 16' 61' 63' 63' 63' (/) CITY OF SO. LAKE TAHOE R.O.W. = 8" 12" MIN CITY SLT R.O.W. w Pvc 18' 8' 4' 2' 10' 18' 41' 55' 55' 55' 0 ELDORADO CO. R.O.W. = 8" EL DORADO COUNTY R.O.W. w 8„ DIP 21' 9' 5' 2' 10'* 21' 62' 82' 82' 82' a, OUTSIDE R.O.W. MIN = 4" LL- , PVC 22' 6' 5' 3' 10'* 22' 43' 66' 66' 66' C� O 10 DIP 25' 1 o' 5' 3' 10'* 25' 63' 99, 99' 99,LL- V d O 12„ PVC 26' 11' 6' 3' 15' 26' 43' 78' 78' 78' DIP 29' 12' 6' 3' 23' 29' 64' 117' 117' 117' PROJECT EXCAVATED MATERIAL AS SPECIFIED a_ (COMPACTED BACKFILL AT 95% RELATIVE COMPACTION) O PROJECT EXCAVATED MATERIAL AS 0 14" PVC 29' 12' s' 3' 25' 29' 43' 90' 90' 90' WITHIN CITY OF S0. LAKE TAHOE AND EL DORADO CO. SPECIFIED (COMPACTED BACKFILL o N DIP 33' 14' 7' 4' 39' 33' 64' 133' 133' 133' m Z PVC 33' 14' 7' 4' 36' 33' 44' 101, 101, 101, R.O.W. S @ 90% RELATIVE COMPACTION) in 16'� 0- z DIP 36' 15' 8' 4' S5' 36' 65' 150' 150' 150' PVC 36' 15' 8' 4' 46' 36' 62' 112' 112' 112' W BACKFILL WITH IN CAL—TRANS R.O.W. SHALL BE 2 � 18 DIP 40' 17' 8' 4' 71' 40' 92' 167' 167' 167' O t` SACK SAND SLURRY PER CAL—TRANS SPECS FROM „ Pvc 45' 19' 9' 4' 76' 45' 62' 144' 144' 144' tO BOTTOM OF NEW ASPHALT TO 30 INCH DEPTH WITHIN 24 DIP 51' 21' 1 , 4' 116' 51' 62' 214 214 214' THE TRENCH ZONE UNLESS OTHERWISE SPECIFIED. e INSULATED TRACER WIRE RATED FOR * MINIMUM 10' RESTRAINED LENGTH ON EACH RUN ON BOTH SIDES OF BRANCH m w O INSULATED TRACER WIRE RATED FOR DIRECT 12" MIN DIRECT BURY (#10 SOLID COPPER ** LENGTHS GIVEN ARE VALID FOR UP TO 4" INCREASE IN NOMINAL DIAMETER FROM SIZE SHOWN BURY (#10 SOLID COPPER OR #12 COPPER OR #12 COPPER CLAD STEEL) NOT 12" MIN �.. CLAD STEEL) NOT REQUIRED WITH CONDUCTIVE REQUIRED WITH CONDUCTIVE PIPE IF PIPE IF PERMANENTLY BONDED AT EACH JOINT \ PERMANENTLY BONDED AT EACH NOTES: SEE GENERAL NOTE #11 \ JOINT O SEE GENERAL NOTE #11 1 ) ALL MINIMUM RESTRAINT LENGTH CALCULATIONS BASED ON MINIMUM 10' PIPE LENGTH'S. MINIMUM PIPE LENGTH'Sto CLASS 2 AGGREGATE BASE, 6" MIN FOR DUCTILE IRON PIPE FITTINGS BASED ON POLYETHYLENE ENCASEMENT. JETTED TO SPRING LINE, CLASS 2 AGGREGATE BASE, \ MECHANICAL COMPACTION TO 95% JETTED TO SPRING LINE, 2) NUTS AND BOLTS ON ALL MJ FITTINGS SHALL BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC RELATIVE COMPACTION ABOVE SPRING LINE MECHANICAL COMPACTION TO 95% 6" MIN 46-450', AMERON OR EQUAL, 15 MILS EACH COAT. 12" MAX RELATIVE COMPACTION ABOVE NOTES: 6" MIN SPRING LINE 3) ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE. WRAP SYSTEM IN ACCORDANCE WITH SPECIFICATIONS. 1) CONTRACTOR PAY ITEM FOR TRENCH WIDTH PLUS TWENTY FOUR INCHES (24") IN CITY OF SOUTH LAKE TAHOE AND EL DORADO COUNTY RIGHT OF WAY. TRENCH WIDTH AND TRENCH PAVEMENT REPLACEMENT EXCEEDING 12" MAX 6" MIN 4) CONCRETE THRUST BLOCKING MAY BE REQUIRED IN CONJUNCTION WITH MECHANICAL THRUST RESTRAINT SYSTEMS IF DETERMINED NECESSARY BY THE ENGINEER. MAXIMUM AS DESCRIBED HERE IN AND IN THE SPECIFICATIONS SHALL BE COMPLETED AT NO ADDITIONAL EXPENSE TO THE DISTRICT. PIPE O.D. 5) VALVES PLACED IN A RUN OF PIPE OR AT A DEAD END TO BE RESTRAINED PER DEAD END RESTRAINT LENGTHS. 2) CONTRACTOR SHALL REPLACE ALL TRAFFIC STRIPING DISTURBED BY CONSTRUCTION. NOTE: 6) ALL VALVE CLUSTERS (CROSS OR TEE) USE THE RESTRAINT LENGTHS FOR THE 90° ELBOW. 3) NO RECYCLED MATERIAL TO BE USED IN PIPE ZONE. 1) NO RECYCLED MATERIAL TO BE USED IN PIPE ZONE. 3 R ESTRA NT LENGTH SCHEDULE 1 TRENCH DETAILS - W TH N PAVED AREAS 2 TYPICAL TRENCH SECTION - OUTSIDE PAVED AREAS D1 NO SCALE D 1 NO SCALE D 1 NO SCALE STANDARD 1 1/2" PENTAGON 4" OUTLET FACING STREET UNLESS OTHERWISE NOTED W OPERATING NUT OUTLET CAPS OR DIRECTED TO HAVE MATCHING SIZE NUT THRUST BLOCK AREA REQUIRED - SQUARE FEET 6" LOOP IN TRACER WIRE o RESTORE TO PRE—EXISTING GRADE VALVE BOX & COVER, 0:� W EXISTING GRADE VALVE BOX, TYP. SEE NOTES #3 & 4 WRAP TRACER WIRE SEE NOTE #3 W SAND SLURRY BACKFILL, Q � TYPE OF 90' 45' 22.5° 11.25° TEE TEE CROSS CROSS SEE NOTE #11 ` 1­­ 0 W� AROUND HYDRANT HYDRANT INSTALLATION TO BE AT > W FITTING ELBOW ELBOW ELBOW ELBOW BRANCH W/ PLUG W/ PLUG W/ PLUGS z BURY LINE AND NOT TO EXCEED SELF CENTERING RING, � 8 PVC RISER PIPE PVC RISER, 3 ABOVE FINAL GRADE BACKFILL AND COMPACTION Z � � � SEE NOTES 3 & 10 SEE NOTE #10 J # REQUIREMENTS INSTALL SELF CENTERING RING, 00 ag PER SPECIFICATIONS SEE NOTE #9 W � � SECTION 0 N INSULATED TRACER WIRE WRAP FILTER FABRIC d J RATED FOR DIRECT BURY OVER DRAIN ROCK 6" PVC Z Zpi , �� (#10 SOLID COPPER OR #12 rrr MIN. 12" — 3/4" DRAIN ROCK INSULATED TRACER WIRE LL_I W COPPER CLAD STEEL) NOT HYDRANT WEEP HOLE TO ° NOTE 5 �� RATED FOR DIRECT BURY w 6" 4 4 2 2 4 4 4 4 BEARING AREA REQUIRED WITH CONDUCTIVE ° > ° ° SEE 0 E # (#10 SOLID COPPER OR W 8" 10 6 3 3 10 10 10 10 , PIPE IF PERMANENTLY o o o° ° ° REMAIN CLEAR ° o B ® � � #12 COPPER CLAD STEEL) < U W BONDED AT EACH JOINT ° CONCRETE SUPPORT BLOCK FLG X MJ GATE VALVE (SEE NOTE #12) M � � � 0 10" 12 8 4 4 15 15 15 15 ���i n i� SEE NOTE #5 AND GENERAL GATE VALVE CAST IN PLACE CONCRETE CONFORMING TO SPECIFICATIONS SEE PLANS FOR LOCATION M 12" 16 10 6 6 20 20 20 20 NOTE #11 A LB SIZE A (FT) B (FT) NOTES: SEE NOTE #2L n o O GATE VALVE SUPPORT BLOCK 12 2.0 2.0 1) FIRE HYDRANT SHALL BE EITHER AMERICAN FLOW CONTROL WATEROUS (MODEL # WB 67-250-DDP), AVK SERIES 27 "NOSTALGIC STYLE"' FIRE I '`I ILI 14" 21 12 6 6 22 21 22 21 SIZE DIMENSION 14" 2.5 2.5 HYDRANT, OR MUELLER A-423 "CENTURION" WITH 2-2 1/2" HOSE NOZZLES AND 1-4" PUMPER NOZZLE AND CONFORM TO AWWA C-502-80. W >, HYDRANTS WITHIN THE CITY OF SOUTH LAKE TAHOE SHALL BE PAINTED WITH A MINIMUM OF THREE COATS OF SPRAY MATE "ALUMINUM METALLIC", N (1/ N 16" 27 15 8 8 22 27 27 27 6 USE 1 — 4"X8"X16" 16 3.0 3.0 COLOR CODE 0180 OR APPROVED EQUAL. L� 8" PRECAST STRUCTURAL 18" 3.0 3.0 3 18" 45 25 13 13 32 45 45 45 12" MIN 1 ot, SUPPORT BLOCK 2) FIRE LINE TEE ON NEW MAIN SHALL BE DUCTILE IRON MJ X MJ WITH FLANGED BRANCH THE SAME PRESSURE RATING AS THE PIPELINE BEING N NOTES: INSTALLED. vi 24"1 65 35 18 18 45 65 65 65 1) GATE VALVES FOURTEEN INCH (14") DIAMETER AND SMALLER SHALL BE MUELLER OR APPROVED EQUAL AS PER AWWA C-509, RESILIENT RUBBER SEAT 3) GATE VALVE SHALL BE MJ X FLANGED RESILIENT WEDGE GATE VALVE EPDXY LINED AND COATED. WITH CHRISTY G5 VALVE BOX AND METAL LID STAMPED ��„ RING, WEDGE DISC, NON-RISING STEM. BRONZE STEM NUT AND 0-RING SEALS ABOVE AND BELOW THE THRUST COLLAR, WITH TWO INCH (2") SQUARE "WATER". a OPERATING NUT. VALVES SIXTEEN INCH (16") AND LARGER SHALL BE BUTTERFLY VALVES AS SPECIFIED AND SUBMITTED FOR APPROVAL. 4) EXPOSED NUTS AND BOLTS ON MJ FITTINGS TO BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450, AMERON OR EQUAL 15 MILS EACH a 2) THE MAIN LINE VALVE CLUSTER SHALL CONSIST OF A FLANGED TEE AND FLANGED X MECHANICAL JOINT VALVES OR FLANGED COUPLING ADAPTERS. COAT. a z 3) VALVE BOX RISER PIPE TO BE EIGHT INCH (8") PVC, SDR-35 AND INSTALLED PERPENDICULARLY CENTERED AROUND AND COVERING THE UPPER VALVE 5) HYDRANT THRUST BLOCK SHALL HAVE A MINIMUM BEARING SURFACE OF 6 SQ. FEET. ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH BONNET AND OPERATOR. PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH DISTRICT REQUIREMENTS, CONCRETE FOR THRUST BLOCKS SHALL BE FORMED o TO MAINTAIN A MINIMUM CLEARANCE OF TWO INCHES (2") FROM FLANGE BOLTS. w 4) VALVE BOX SHALL BE CHRISTY G5 BOX WITH METAL LID MARKED "WATER" 6) THE ENTIRE HYDRANT ASSEMBLY FROM THE MAIN TO THE HYDRANT SHALL BE RESTRAINED. FIRE LINE, GATE VALVE AND HYDRANT MECHANICAL JOINTS of 5) THE TRACER WIRE SHALL BE ROUTED FROM THE NEW MAIN, LOOPED THROUGH THE VALVE BOXES AND CLAMPED TO THE EXISTING WATER MAIN TO BE INSTALLED WITH US PIPE MJ GRIPPER GLAND, EBAA-IRON MEGALUG 110OSD SERIES FOR DUCTILE IRON PIPE. RESTRAINED JOINTS FOR PVC PIPE QROFESS/pN USING STAINLESS STEEL CLAMPS. CONTINUITY BETWEEN ALL NEW AND EXISTING PIPELINES SHALL BE MAINTAINED. SHALL BE EBAA-IRON MEGALUG SERIES 2000 OR 1100PV OR APPROVED EQUAL. H.Ry Fyn NOTES: 6) EXPOSED NUTS AND BOLTS ON MJ FITTINGS TO BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450, AMERON OR EQUAL 15 MILS EACH 7) HYDRANT ASSEMBLY SHALL PASS HYDROSTATIC PRESSURE AND DISINFECTION TESTING AS SPECIFIED ALONG WITH NEW PIPELINE PRIOR TO BEING , t2 No. C5900 COAT. PLACED INTO SERVICE. W � 1) JOINTS, FLANGE BOLTS AND FACE OF PLUGS TO BE KEPT CLEAR OF CONCRETE. 7) ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH DISTRICT 8) HYDRANTS SHALL BE LOCATED AS SHOWN ON THE PROJECT DRAWINGS, TWO FEET (2') INSIDE R.O.W. OR AS DIRECTED BY THE DISTRICT ENGINEER AND * Exp. 6/30/19 m' REQUIREMENTS. MUST HAVE A MINIMUM OF TEN FEET (10') CLEARANCE FROM ANY DRIVEWAY. THE EXACT LOCATIONS FOR THE FIRE HYDRANT INSTALLATIONS WILL BEco CIv�� i 2) BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL. 8) CONCRETE FOR SUPPORT BLOCKS SHALL BE FORMED TO MAINTAIN MINIMUM TWO INCH (2") CLEARANCE FROM FLANGE BOLTS. DETERMINED IN THE FIELD. OF 9) HYDRANTS SHALL BE INSTALLED WITH THE BOTTOM OF THE PUMPER NOZZLE A MINIMUM OF EIGHTEEN INCHES (18") ABOVE THE GROUND. w 3 THRUST BLOCKS TO BE CONSTRUCTED OF CLASS 423—C-2500 OR BETTER P.G.G. 9) PRE CAST STRUCTURAL SUPPORT BLOCKS SHALL BE SOLID AND CONFORM TO ASTM C90. 10) PROVIDE AND INSTALL SELF-CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER AS MANUFACTURED BY THE AMERICAN FLOW CONTROL CORP. AND aEi 10) PROVIDE AND INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER AS MANUFACTURED BY THE AMERICAN FLOW CONTROL CORP. AND SUPPLIED FOR A TRENCH ADAPTER VALVE BOX ASSEMBLY. DATE: FEB 2018 4) THRUST BLOCKS AREA IS BASED ON TEST PRESSURE OF 150 PSI AND A HORIZONTAL SOIL BEARING STRENGTHFOR ALL VALVE SUPPLIED FOR A TRENCH ADAPTER VALVE BOX ASSEMBLY. ATING NUTS OF 1500 PSI. 1 1) THE REQUIREMENTS FOR TRENCH BACK FILL AT ALL INTER TIE VALVE CLUSTERS SHALL INCLUDE THE PLACEMENT OF TWO SACK SAND SLURRY WITHIN 3' 1 1) MINIMUM DEPTH OFETHIRTY SIX IINCHESEDING(36")48" BURY THE CONTRACTOR SHALL PROVIDE VALVE OPERATOR EXTENSIONS WITH TRASH RINGS TO A SCALE: NO SCALE c OF ALL VALVE BOXES BETWEEN THE AB PIPE ZONE MATERIAL AND BOTTOM OF AC PAVEMENT. THIS REQUIREMENT SHALL NOT APPLY TO SINGLE VALVE 5) NUTS AND BOLTS ON ALL MJ FITTINGS SHALL BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC INSTALLATIONS. 12) IN ACCORDANCE WIT THE CITY OF SLT "PUBLIC IMPROVEMENT & ENGINEERING STANDARDS, 2009", HYDRANTS SHALL BE INSTALLED AT LEAST 6 FEET 3 46-450', AMERON OR EQUAL, 15 MILS EACH COAT. 12) FOR ALL VALVE OPERATING NUTS EXCEEDING FORTY EIGHT INCHES (48") BURY THE CONTRACTOR SHALL PROVIDE VALVE OPERATOR EXTENSIONS WITH (6') BEYOND EOP, 2 FEET (2') BEHIND BACK OF CURB, AND AT LEAST FIFTY FEET (50') FROM CENTER LINE OF INTERSECTIONS. DRAWN: TJR TRASH RINGS TO A MINIMUM DEPTH OF THIRTY SIX INCHES (36"). 13) FOR INSTALLATION ON 6" EXISTING MAIN, USE 6" FLG X MJ GATE VALVE. FOR INSTALLATION TO 4" MAIN, USE 4" FLG X 4" FLG GATE VALVE, AND 6 4" X 6" FLG X MJ REDUCER FILE: 15W01 1 b 4 TYPICAL THRUST BLOCK DETAIL 5 WATER VALVE ASSEMBLY 14) INSERT 5�" X J" EPDXY COATED SPACER "PROVIDED BY THE DISTRICT" BETWEEN 4 INCH STEEL AND C-900 PIPE FACES TO PREVENT SLIPPING OF D 1 NO SC 04 NO SCALE D 1 ALE STEEL INTO C-900 DUE TO DIFFERENT OD. 3 6 ERE HYDRANT D 1 D 1 NO SCALE 5 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 PLAN VIEW SANITARY SEWER OR URFACE PROFILE VIEW OF STREET VARIES STORM SEWER LINE 4' 6' SEE NOTE #1 CROSSING ANGLE NEW WATER MAIN 8 FT MINIMUM 8' MINIMUM OR UNTIL BACKFILL PER TRENCH DETAIL PARALLEL WITH U ZONE "B" X" EXISTING SEWER MAIN SEE NOTE#1 NEW WATER MAIN U) •� FOR <12" SEPARATION, r PROFILE SS SPECIAL PROTECTION MAY yq BE REQUIRED BY DISTRICT REMOVE OLD v SEWER PIPE WATER MAIN IS ABOVE SEWER OR STORM DRAIN SEE NOTE #6 SLOPE = 20 —� � STANDARD wYE, TEE OR . U MINIMUM SADDLE CONNECTION. (4" LATERAL) m INSTALL NEW SDR26 45' m 12" MIN PVC PIPE _EXISTING SANITARY Vj r/j 1 SEE NOTE #1 NOTES: SEWER MAIN W0 NEW WATER MAIN 1) ALL COUPLING, ADAPTERS AND MATERIALS USED TO CONNECT PVC SDR 26 PIPING TO OTHER PIPE MATERIALS SHALL BE �I APPROVED BY THE DISTRICT. ALL JOINTS AND CONNECTIONS SHALL BE WATERTIGHT. NOTES: 2) ALL BUILDING SEWERS SHALL HAVE A MINIMUM GROUND COVER OF THREE FEET (3') OVER THE TOP OF PIPE. _ -4 w 1) WHERE THE WATER MAIN IS CROSSING A SEWER LINE OR STORM DRAIN, THE CROSSING SHALL BE CONSTRUCTED IN 3) WHERE SEWER LATERAL CROSSES THROUGH WATER MAIN OR OTHER PROPOSED OBSTRUCTION, THE LATERAL SHALL BE 0 �:• SUCH A MANNER THAT: ZONE "A" CUT AND REPLACED FOR A MINIMUM DISTANCE OF AT LEAST EIGHT FEET (8') ON EACH SIDE OF THE OBSTRUCTION AND N REPLACED UNTIL A CONTINUOUS SLOPE CAN BE ACHIEVED WITHOUT OBSTRUCTION A. THE WATER MAIN CROSSES AT LEAST 12" ABOVE THE SEWER MAIN OR STORM DRAIN, AND B. THE CROSSING ANGLE IS NO LESS THAN 45 DEGREES, 4) ALL SEWER LATERAL REPLACEMENT PIPING SHALL BE PVC SDR 26 UNLESS NOTED OR APPROVED BY THE DISTRICT 5) ALL SEWER LATERAL REPAIRS SHALL BE BACKFILLED WITH COMPACTED OR JETTED NEW CLASS 2 AGGREGATE BASE 2) IF SITE CONDITIONS DICTATE THAT THE WATER MAIN CROSSING CANNOT MEET ONE OR MORE OF THE CONDITIONS MATERIALS AS REQUIRED BY THE DISTRICT PER TRENCH DETAIL. (OF NOTE #1), IT SHALL BE CONSTRUCTED IN THE FOLLOWING MANNER. 6) THE NEW SEWER SERVICE PIPE SHALL BE CONNECTED TO THE EXISTING SEWER SERVICE PIPE WITH A FERNCO COUPLER OR ENGINEER APPROVED EQUIVALENT. ZONE "D': SPECIAL WATER PIPE & NO JOINTS IN WATER 77 MAIN 7) WORK THAT RESULTS IN THE SHUT-DOWN OF A SEWER SERVICE SHALL BE PRECEDED BY A 48-HOUR NOTICE TO THE 1 FT AFFECTED PROPERTY OWNER/RESIDENT AND THE DISTRICT. 4 IN ONE P PROHIBITED NOTES: 8) FOR PVC INSTALLATIONS, CONNECT TO EXISTING "BELL END" AND CONNECT OPPOSITE END WITH PVC TO PVC KNOCK 2 FT 8 FT S' 8 FT 2 FT ON SLEEVE 1) PARALLEL CONSTRUCTION WILL BE ALLOWED ONLY WHEN TEN FEET (10') SEPARATION BETWEEN SEWER AND WATER MAINS CANNOT BE 4 IN ONE P : PROHIBITED MAINTAINED. 9) CLEANOUTS LOCATED IN OR WITHIN THREE FEET (3') OF TRAFFIC SHALL BE BOXED WITH CONCRETE BOX W/METAL LID ZONE 'C": SPECIAL WATER PIPE & NO JOINTS IN WATER MAIN MARKED "SEWER" 2) WATER MAIN INSTALLATION IN ZONE "A" IS PROHIBITED. 10) SOLIDLY TAMP BACKFILL AT LEAST ONE FOOT (1'-0") ABOVE TOP OF PIPE, SERVICES UNDER PAVED AREAS SHALL BE 3) IF ANY OF THE CONDITIONS OF NOTE #2 CANNOT BE MET, THEN SPECIAL INSTRUCTIONS APPLY, AS SHOWN ON THE PLANS. 3) PARALLEL WATER MAIN INSTALLATION IN ZONE "B" MUST BE D.I.P. CLASS 350 OR PVC DR18. BACKFILLED TO THE SAME SPECIFICATIONS AS SHOWN ON PAVEMENT REPLACEMENT DETAIL. 4) SPECIAL PIPE SHALL BE CONSTRUCTED OF CLASS 350 DIP OR CLASS 235 (DR18) C900/C905 PVC MINIMUM PRESSURE 11) CONTRACTOR SHALL MARK ON A CLEAN SET OF PLANS THE FINAL STATIONING OR DISTANCE AND DIRECTION FROM RATING. NEAREST MANHOLE TO EACH SERVICE LATERAL AND GIVE TO ENGINEER FOR RECORD DRAWING PURPOSES. WATER MAN PROTECTION AT CROSSING- 2 TRENCH S E C T O N F O R PARALLEL C O N S T R U C T O N 12) SEWER SERVICE SLOPE TO BE 45° OFF CENTERLINE OF MAIN 13) ALL REALOCATED SEWER SERVICES SHALL BE AIR—TESTED IN ACCORDANCE WITH THE DISTRICT'S SEWER SERVICE D2 NO SCALE D2 NO SCALE AIR—TESTING STANDARDS. W 14) MINIMUM DEPTH UNDER TRAFFIC AREA SHALL BE THIRTY INCHES (30"), LESS THAN 30" MUST BE CAST IRON PIPE. z r5_' SEWER LATERAL OFFSET AROUND NEW WATER MAIN U POLYETHYLENE TUBING SIZED AS D2 NO SCALE W INDICATED ON THE PROJECT U DRAWINGS AND NOTE #6 3/4" POLYETHYLENE TUBING O INSULATED TRACER WIRE .I II L_C Q RATED FOR DIRECT BURY cl� W (#10 SOLID COPPER OR SEE NOTE #7 MUELLER #300/B20283 II #12 COPPER CLAD STEEL) CURB STOP OR EQUAL L-1 Ll SEE NOTE #10, REQUIREMENTS FOR AIR TESTING SEWER LATERALS: 1 i 4" SDR 35 RISER NOTCHED TO FIT GENERAL NOTE 1 # 42" MIN OVER CURB STOP AND SERVICE LINE SEE NOTE #3 �_.U" BRANCH 1) THE DISTRICT MUST WITNESS A PASSING AIR TEST. Z _ � SEE NOTE #4 W 1" POLYETHYLENE 2) IF SEWER LATERAL CLEANOUT AT THE PROPERTY LINE IS REMOVED OR DAMAGED BY CONTRACTOR A NEW SEWER I--I--I w M N u TUBING LATERAL CLEANOUT SHALL BE INSTALLED IN AN APPROVED BOX (SEE DETAIL) AND SET TO FINISH GRADE. `� IN ' CONNECT TO METER WITH I I I _ II RESTRAINED BRASS FITTINGS CORP.STOP 3) SEWER LATERAL MUST BE COMPLETELY BURIED AT TIME OF AIR—TEST. < U LLI a AS REQUIRED SEE NOTE #3 M EXISTING SEWER LATERAL EXISTING SEWER LATERAL 4) CONTRACTOR WILL FOLLOW THE FOLLOWING INSTRUCTIONS WHEN PERFORMING AN AIR TEST ON A SEWER LATERAL: g M CURB STOP SEE NOTE #2 (1 BRASS 45• ELBOW, SIZE TO MATCH 4)1) INSERT INFLATABLE PLUG INTO THE BUILDING CLEAN AND POSITION IT IMMEDIATELY DOWNSTREAM OF THE CLEAN L� CORP.STOP OUT WYE. INFLATE THE PLUG. LLI II SEE NOTE #3 SADDLE OFF MAINH 4)2) INSERT AIR TEST (PASS THROUGH) PLUG INTO THE PROPERTY LINE CLEAN OUT STANDPIPE AND INFLATE PLUG 7— FOR M _ <12 SEPARATION, SPECIAL PROTECTION MAY BE APPROVED DUCTILE IRON EPDXY TO FORM AIR SEAL IN STAND PIPE. CD 3 = REQUIRED BY DISTRICT COATED SADDLE CLAMP DOUBLE SERVICE 4)3) PRESSURIZE THE LINE TO THREE AND A HALF POUNDS PER SQUARE INCH (3 j PSI) THROUGH AIR TEST PLUG. REMOVE FILLER HOSE FROM AIR TEST PLUG. THE LINE SHALL BE ALLOWED A MAXIMUM LOSS IN PRESSURE OF NOTES: A HALF POUND (0.5 PSI) IN FIVE (5) MINUTES. IF PRESSURE LOSS EXCEEDS HALF A POUND (0.5 PSI), THE U) 1) CONNECTIONS TO EXISTING MAINS SHALL BE DONE BY HOT TAP. TEST MAY BE ATTEMPTED ONE ADDITIONAL TIME. A SECOND FAIL CONSTITUTES A FAILURE IN THE LINE. a a2) ALL SERVICE CONNECTIONS SHALL CONFORM TO AWWA C-800-84 AND BE INSTALLED FROM THE NEW MAIN TO EACH EXISTING SERVICE LINE Dow- . 5) THE PRESSURE GAUGE SHALL READ IN ONE POUND (1 PSI) INCREMENTS AND BE CLEARLY READABLE IN THE THREE TRENCH WIDTH 3) NEW CURB-STOP SHALL BE SIZED AS INDICATED ON PLANS AND BE MUELLER #300/B20283 OR APPROVED EQUAL. TO FOUR (3.0 TO 4.0 PSI) RANGE PER TRENCH DETAIL 4) CORPORATION STOP SHALL BE SIZED AS INDICATED ON PLANS AND BE MUELLER #300/1320013 OR APPROVED EQUAL FOR 3/4" TO 1" USE MUELLER o #300/2969 OR APPROVED EQUAL FOR 1 1/2" To 2". 6) SEWER LATERALS THAT FAIL THE AIR PRESSURE TEST SHALL BE REPLACED OR REPAIRED AND RE—TESTED, USING THE METHODS DESCRIBED ABOVE, AT NO ADDITIONAL COST TO THE DISTRICT. ALL REPAIRS OR REPLACEMENTS SHALL W 5) SINGLE HOUSE SERVICE SHALL BE 3/4" POLYETHYLENE WITH 3/4" FITTINGS. DOUBLE HOUSE SERVICE SHALL BE 1" POLYETHYLENE TO FORD #U68-43 BE INSPECTED BY THE DISTRICT PRIOR TO BACKFILLING. pFESS/ SPACING "U" BRANCH OR EQUAL WITH TWO 3/4" CURB—STOPS AND SERVICE CONNECTIONS. QR �Vq NOTES: H.R �Fti 6) ALL WATER SERVICES SHALL HAVE A HAND-TAMPED SAND BEDDING NINE INCHES (9") ABOVE AND BENEATH THE TUBING AND SHALL HAVE SIX INCHES 7) IF FAULTY INSTALLATION OR DAMAGE IS SUSPECTED ON AN EXISTING SEWER LATERAL FROM THE PROPERTY TO THE 3 (6") MINIMUM CLEARANCE ON EACH SIDE. MAIN THE DISTRICT MUST BE NOTIFIED PRIOR TO REMOVAL SO THE DISTRICT INSPECTOR MAY DOCUMENT THE c; 1) WHERE SEWER LATERAL IS DAMAGED DURING CONSTRUCTION, THE LATERAL SHALL BE CUT AND REPLACED FOR FAULTY WORK. - No. C5900 w A DISTANCE OF AT LEAST FIVE FEET (5') ON EACH SIDE OF THE POINT OF CROSSING. 7) ALL WATER SERVICE SHALL BE POLYETHYLENE 200 PSI CLASS IRON PIPE SIZE FOR 3/4" TO 1". COPPER TUBE SIZE FOR 1 1/2" TO 2". PIPE * Exp. 6/30/19 m STIFFENER INSERTS TO BE USED AT ALL CONNECTIONS. N 2) ALL SEWER LATERAL REPLACEMENT PIPING SHALL BE PVC SDR 26 UNLESS NOTED OR APPROVED BY THE 8) WATER VALVE BOX SHALL BE CHRISTY G5 FOR SINGLE SERVICE, AND CHRISTY B1017 FOR DOUBLE SERVICE OR APPROVED EQUAL WITH A METAL LID .ljgTFCIV\\- �P a DISTRICT. MARKED "WATER". WATER VALVE BOX INSTALLED IN ASPHALT SHALL BE 1/4" TO 1/2" BELOW FINISH GRADE. OFCA\-�� U 9) ALL CORP-STOPS, CURB-STOPS AND POLYETHYLENE SERVICE LINES SHALL BE DISINFECTED AND HYDROSTATIC TESTED ALONG WITH THE NEW MAIN 3) ALL COUPLING, ADAPTERS AND MATERIALS USED TO CONNECT PVC SDR 26 PIPING TO OTHER PIPE MATERIALS PRIOR TO BEING PLACED INTO SERVICE. DATE: FEB 2O1 H SHALL BE APPROVED BY THE DISTRICT. 9) ALL TUBING CONNECTIONS SHALL BE THE COMPRESSION TYPE; MUELLER OR APPROVED EQUAL. 4) ALL SEWER LATERAL REPAIRS SHALL BE BACKFILLED WITH COMPACTED OR JETTED CLASS 2 AGGREGATE BASE 10) TRACER WIRE SHALL BE INSTALLED FROM THE NEW MAIN ALONG NEW SERVICE LINE TO THE EXISTING WATER SERVICE LINE SCALE: NO SCALE MATERIAL AS REQUIRED BY THE DISTRICT PER TRENCH DETAIL. WITH A SIX INCH (6") MINIMUM LOOP AT THE TOP OF THE RISER PIPE. 3 11) WATER SERVICE CONNECTIONS INSTALLED ON THE OPPOSITE SIDE OF THE STREET FROM WATER MAIN SHALL UTILIZE TRENCHLESS TECHNOLOGY (I.E. DRAWN: TJR PNEUMATIC RAM OR MOLE) OR OTHER METHOD APPROVED BY DISTRICT ENGINEER. 3 SEWER LATERAL REPLACEMENT AT PIPE CROSSING 4 WATER SERVICE 6 SEWER LATERAL AIR TEST REQUIREMENTS FILE: 15WO11 D2 NO SCALE D2 D2 NO SCALE NO SCALE D 2 3 6 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 LEAVE LID 4" TO J" BELOW GRADETRAFFIC-RATED INSTALLATION NOTES: FINISHED GRADE BASE INSTALL: FOR TRAFFIC INSTALLATION CLEAN NATIVE 3" MINUS MATERIAL, METAL FRAME, 1 ) TRAFFIC-RATED METER PIT INSTALLATION LOCATIONS 90% COMPACTION. SEE NOTE #2 SHALL BE AS DETERMINED BY THE DISTRICT BASED TRAFFIC RATED INSTALL: CONTRACTOR WILL ENCOUNTER GAS, WATER, SEWER, POWER, CATV AND OTHER UNDERGROUND UTILITIES IN VARYING SEE NOTE #1 NEW AGGREGATE BASE, 95% HORIZONTAL AND VERTICAL PROXIMITY DURING METER INSTALLATION. PROVIDE PROPER PROTECTION OF THESE ON FIELD CONDITIONS AND WILL OCCUR IN 36"-42" TYP COMPACTION UTILITIES DURING EXCAVATION AND OTHER WORK NECESSARY FOR METER INSTALLATION. ANY ADDITIONAL FITTINGS AND DRIVEWAYS, SIDEWALKS, AND PARKING AREAS; P TO 54" DEEP 6" EXTENSION R BASE INSTALL THE BASE 0 THE METER PIPE REQUIRED SHALL BE PROVIDED AS PART OF THE STANDARD BID ITEM FOR EACH BASE METER INSTALLATION. MATERIALS ENCOUNTERED WILL INCLUDE ASPHALT DEPTH) PIT SHALL BE AT A DEPTH BASE METER INSTALLATION SEE NOTE 1 CONCRETE COLLAR PAVEMENT, CONCRETE, AND PAVER STONES. SAWCUT OF ER UNLESS APPROVED BID ITEM, EXCAVATION # ASPHALT OR CONCRETE PAVEMENT PRIOR TO DISTRICT WATER I OTHERWISEI CUSTOMER WATER EXTENDS TO 60' DEPTH SEE NOTE #3 EXCAVATION. REMOVE PAVING STONES BY HAND AND SERVICE LINE SERVICE LINE SEE NOTE #4 ON 3/D3 METER PIT LID (TO BE PROVIDED BY DISTRICT) U MXU - SEE NOTE #13 AC PAVING, PROTECT SO THEY CAN BE MODIFIED, AS NECESSARY, I I 9" MIN CLEAN SAND BEDDIN AT METER PIl INSTALLATION INSTALL VALVE BOX AND NEW RISER 6" EXTENSION AND RE-USED. METER PITS PLACED IN : .. .. _ •� w AT EXISTING SERVICE VALVE, I SEE NOTE #2 TRAFFIC-RATED AREAS SHALL HAVE A METAL COVER DEPTH COVERED BY TYPICAL BID ITEM V) SEE NOTES #6 AND #11 I INSULATION PAD, SEE NOTE #7 SAWCUT PAVEMENT CONSISTING OF A TRAFFIC-RATED FRAME AND LID, AS EXCAVATION TO 60" o FINISHED PROVIDED BY THE DISTRICT. I I INSTALL NEW TRACER WIRE GRADE I - WATER METER, SEE NOTE #4, #5 2 REPLACE ALL SURFACE MATERIAL TO MATCH AND EXTRA DEPTH BID ITEM 61 TO 76" DEPTH EXISTING ) DISTRICT WATER CUSTOMER WATER J V '� ATTACH TO DISTRICT WATER I CONFORM WITH SURROUNDING MATERIAL. PAVEMENT EXCAVATION: 61" TO 76" PAVEMENT SERVICE LINE SERVICE LINE SERVICE LINE, SEE NOTE #15 I DEPTH TO BOTTOM OF METER, _ _ REPLACEMENT SHALL BE THREE-INCHES (3") AC I CLEAN NATIVE 3" MINUS $ `� SEE NOTE #19 - PAVEMENT. CONCRETE AND PAVING STONE MATERIAL AT 90% RELATIVE COMPACTION COMPACT EXISTING I I U 36"-42 TYP I �\/\\ i� SHALL BE REPLACED TO MATCH EXISTING MATERIALS. (UP TO 54" RESTRAINED COMPRESSION ;\/// SUBGRADE TO 95% I I m CONNECT TO EXISTING DEEP FOR I 2, COUPLING AND BRASS FITTINGS ;\%j\% 6" I 3) CONTRACTOR SHALL PLACE 6 WIDE BY 8 THICK m ,� CURB STOP, BASE INSTALLMAX AS REQUIRED, SEE NOTE #10 i\%/�i� �r�, CONCRETE COLLAR AROUND METAL LID FRAME. NOTE: m �qqS SEE NOTE #8 & #18 >`\\jj� f I �j/\\jj I EXTEND PATCH PAVING COLLAR INSTALL SHALL BE NEAT AND FORMED IN 1) THE STANDARD METER INSTALLATION SHALL INCLUDE EXCAVATION UP TO A DEPTH OF 60" AS NECESSARY TO w EXISTING CUSTOMER \I 8" %j\%j I 12" BEYOND EXCAVATION PLACE. IN ASPHALT, PAVING STONE, OR CONCRETE CONNECT THE NEW METER TO THE EXISTING WATER SERVICE VALVE AND CUSTOMER SERVICE CONNECTIONS. WHEN 0 DISTRICT SERVICE LATERAL SEE 3/D3 WATER SERVICE \\''�\/ ��AGGREGATE BASE AREAS INSTALL TO MATCH TOP OF SUBGRADE. IN ALL ADDITIONAL EXCAVATION DEPTH IS REQUIRED TO MAKE THESE CONNECTIONS, THE CONTRACTOR WILL BE PAID m SEE NOTE #20 I OTHER AREAS INSTALL TO MATCH EXISTING SURFACE THROUGH ONE, ADDITIONAL BID ITEM. DEPTH SHALL BE MEASURED FROM THE TOP OF THE METER PIT LID TO NO DISTRICT WATER I BACKFILL - SEE 3/D3 ELEVATION AND PROVIDE MEDIUM BROOM FINISH, MORE THAN SIX INCHES (6") BELOW THE EXISTING SERVICE LINE. ANY OVER EXCAVATION 6" BEYOND THE BOTTOM SERVICE LATERAL ATTACH TRACER WIRE o 8"x2"x16" OF THE EXISTING SERVICE LINE SHALL BE AT THE CONTRACTORS EXPENSE TO DIG AND BACKFILL. EXTRA DEPTH = -� TO WATER SERVICE CONCRETE SHALL BE 3 SLUMP MAXIMUM AND 4 000 0� SOLID I LIMITS OF EXCAVATION BID ITEMS SHALL INCLUDE ALL ADDITIONAL FITTINGS AND PIPE AS REQUIRED TO COMPLETE THE METER CONCRETE INSTALL NEW: SEE NOTE #15 PSI MINIMUM. ALL LIDS SHALL BE WIRE BRUSHED INSTALLATION ON BOTH THE DISTRICT AND CUSTOMER SIDES OF THE INSTALLATION. EXCAVATIONS BELOW 76" WILL 0 BLOCK AFTER CONCRETE INSTALLATION TO REMOVE ALL BE PAID ON A TIME AND MATERIALS BASIS UNDER THE UNKNOWN CONDITIONS BID ITEM. U) 4 BRASS 90° FITTINGS MINIMUM & 15" METER SHOWN ADDITIONAL FITTINGS AS REQUIRED FOR LAITANCE. CONTRACTOR SHALL PROTECT CONCRETE 2) BACKFILL THE NEW SERVICE LINES AND BOTTOM OF METER PIT IN NINE INCHES (9") OF CLEAN SAND. IN TRAFFIC SEE NOTE #14 ALL HORIZONTAL & VERTICAL DURING CURING AND BEFORE ASPHALT OR PAVING AREAS, BACKFILL ABOVE BEDDING LAYER WITH NEW (NOT RECYCLED) AGGREGATE BASE, PLACED IN MAXIMUM ADJUSTMENTS BETWEEN ALL NEW & TRAFFIC-RATED INSTALLATION STONE MATERIAL CAN BE INSTALLED. PROVIDE TWELVE-INCH (12") LIFTS AND COMPACTED TO 95% RELATIVE COMPACTION. IN NON TRAFFIC INSTALL CLEAN THREE EXISTING FACILITIES AND AS REQUIRED PROFILE VIEW TEMPORARY ASPHALT IN AREAS WITHIN THE INCH MINUS (-3") NATIVE MATERIAL, OR NEW (NOT RECYCLED) AGGREGATE BASE COMPACTED TO 90% RELATIVE t, ERVICE TO PROPERTY WATER S TO AVOID OTHER UNDERGROUND RIGHT-OF-WAY UNTIL FINAL PAVING IS INSTALLED. COMPACTION. IN NON TRAFFIC INSTALL TOP 12" LIFT IN NATIVE AND LANDSCAPED AREAS SHALL MATCH EXISTING UTILITIES OR OTHER SITE 4) SERVICE BOXES AND METER PITS LOCATED IN TRAFFIC MATERIAL AND BE COMPACTED TO 80% RELATIVE COMPACTION. METER PIT FOOTING OBSTRUCTIONS. AREAS SHALL BE INSTALLED ONE QUARTER TO ONE 3) CONTRACTOR SHALL USE CLEAN NATIVE BACKFILL COMPACTED TO 90% RELATIVE COMPACTION OUTSIDE TRAFFIC PLAN VIEW EXISTING NEW WATER METER INSTALLATION EXISTING - HALF AN INCH ("" TO 1") BELOW FINISHED GRADE. AREAS. RAKE ALL DISTURBED AREAS SMOOTH, AND MULCH SPARINGLY CONSISTENT WITH ADJACENT GROUND COVER CONDITIONS. CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING, IRRIGATION, FENCING AND ANY OTHER EXISTING 5) INCORPORATE ALL ELEMENTS OF THE BASE-METER ITEMS INCLUDING NATURAL VEGETATION AND TREES. CONTRACTOR SHALL REPLACE ANY ITEMS DISTURBED BY BASE METER INSTALLATION INSTALLATION (DETAILS 1/D1 AND 3/D1) EXCEPT CONSTRUCTION ACTIVITIES WITH ITEMS OF EQUAL OR SUPERIOR QUALITY. WHERE MODIFIED BY THIS DETAIL 2/D1 . 4) CONTRACTOR WILL ENCOUNTER PROPERTY MARKERS DURING THE METER INSTALLATION PROCESS AS THE SERVICE 6) FOR PAVING STONE APPLICATIONS GAPS BETWEEN VALVES ARE TYPICALLY PLACED AT OR NEAR THE PROPERTY CORNERS AND THE PUBLIC RIGHT-OF-WAY. METER PIT FRAME AND VALVE BOX SHALL BE LESS CONTRACTOR SHALL PROTECT AND PRESERVE THE LOCATION OF THE PROPERTY MARKERS. CONTRACTOR SHALL BASE METER INSTALLATION NOTES: NOTIFY DISTRICT IF A PROPERTY MARKER IS DISTURBED OR NEEDS TO BE DISTURBED. IN SUCH CASE, THAN 4" AND ANY NEEDED MODIFICATIONS TO PAVING CONTRACTOR SHALL INSTALL STAKES, OFFSETS, OR OTHER MEANS TO ACCURATELY RETURN THE PROPERTY MARKER 1) METER PITS SHALL BE INSTALLED AS DIRECTED BY THE DISTRICT BASED ON FIELD CONDITIONS, ON THE CUSTOMER STONES SHALL BE MADE WITH APPROVED TOOLS TO ITS ORIGINAL LOCATION. AT THE DIRECTION OF THE DISTRICT, THE CONTRACTOR SHALL RESTORE PROPERTY SIDE OF THE PROPERTY LINE NEAR THE SERVICE VALVE, UNLESS APPROVED OTHERWISE. MAINTAIN A MINIMUM DESIGNED FOR USE ON PAVING STONE MATERIAL. CORNERS VIA A CALIFORNIA LICENSED SURVEYOR UNDER THE APPROPRIATE BID ITEM. EIGHTEEN INCHES (18") BETWEEN THE SHUT OFF VALVE BOX AND METER PIT TO ALLOW FOR PROPER COMPACTION CUTS ADJACENT TO FRAMES AND BOXES SHALL 5) ANY EXCAVATION LEFT OPEN OVERNIGHT OR WEEKENDS/HOLIDAYS SHALL BE PROTECTED PER DETAIL 3/D4. BETWEEN BOXES. BID ITEM TO INCLUDE UP TO 36" BETWEEN SERVICE BOX AND METER PIT TO ACCOMMODATE CONFORM TO SHAPE OF FRAMES AND BOXES. 6) IN DISTURBED AREAS ON SLOPES OR IN NATIVE VEGETATION APPLY A 1" LAYER OF APPROVED MULCH AND NATIVE SITE-SPECIFIC CONDITIONS. SEE PLANS FOR PROPERTIES TO RECEIVE NEW METER INSTALLATIONS. METER PITS SHALL 7) METER PITS AND RISERS TO BE INSTALLED TO SEED MIX OR HYDROSEED WITH A BLEND OF TACKIFIER, MULCH, AND SEED. NOT BE INSTALLED IN ANY DRAINAGE, FLOW LINE, OR BMP UNLESS APPROVED OTHERWISE. ACCOMMODATE FRAMES AND TRAFFIC RINGS. 2) METER PIT FOR J" AND 1 " WATER SERVICE SHALL BE FIFTEEN-INCH (15") AND EIGHTEEN-INCH (18") DIAMETER 8) DEPTH FROM BOTTOM OF METER TO TOP OF METER 3 METER PIT BACKFILL, EXTRA DEPTH CONNECTIONS RESPECTIVELY, EZ-SETTER METER PIT BY MUELLER, FORD, OR APPROVED EQUAL. METER PITS SHALL BE 36" TALL LID SHALL BE A MINIMUM OF 18" AND MAXIMUM OF PLUS A SINGLE 6" EXTENSION FOR A 42" TOTAL DEPTH. MUELLER MODEL #250RS1536FABNN OR FORD MODEL 24" D3 NO SCALE #PSB-288-15-36-NL, 15.5" METER DEPTH FOR 3/4" SERVICES AND MUELLER MODEL #330RS1836FABNN OR FORD LJ-J MODEL #PSB-488-18-36-NL, 15.5" METER DEPTH FOR 1" SERVICES, OR APPROVED EQUAL. METER PIT INLET SIZE Z PL SHALL BE AS REQUIRED TO MATCH WATER SERVICE AND METER SIZE. 2" MXU MOUNT (TYP) 6" WIDE X 8" THICK 3) FOR DOUBLE WATER SERVICES, CONTRACTOR SHALL INSTALL ONE METER PIT OF THE APPROPRIATE SIZE PER WATER TRAFFIC RATED FRAME (TYP) FORMED CONCRETE U SERVICE. SEE NOTE 18. PAYMENT SHALL BE MADE BY THE APPROPRIATE BID ITEM. METER PIT LID (TO BE PROVIDED 18" TYP COLLAR LJ1 4) METERS SHALL BE SENSUS iPERL, REGISTERING IN 1 CUBIC FEET (1CF), AS PROVIDED BY THE DISTRICT. (TO BE PROVIDED BY DISTRICT) METER PIT LID LLI 5) FOR J" METERS, CONTRACTOR SHALL USE A J" SHORT METER WITH A SEVEN AND ONE-HALF INCH (71") LAY LENGTH. BY DISTRICT) (TO BE PROVIDED SINGLE SERVICE DOUBLE SERVICE FOR 1" METERS, CONTRACTOR SHALL USE A STANDARD TEN AND THREE QUARTER INCHES (10 3/4") LAY LENGTH 0 O PROFILE 0 METER. 6 WIDE X 8 THICK BY DISTRICT) CONNECT TO NEW METER PIT, FITTINGS PLAN Q W 6) THE CONTRACTOR SHALL USE B1017 VALVE BOXES FOR DOUBLE SERVICE VALVE INSTALLS AND G05 FOR SINGLE FORMED CONCRETE INCLUDED IN METER PIT BID ITEM w z > W SERVICE VALVE INSTALLS. EXISTING VALVE BOXES MAY BE REUSED AT THE DIRECTION OF THE DISTRICT OR WILL BE COLLAR O POLYETHYLENE w - PROVIDED BY THE CONTRACTOR. WATER SERVICE VALVE BOXES WILL HAVE LIDS MARKED WITH "WATER". WATER VALVE ~ TRACER WIRE TUBING w g W BOX INSTALLED IN TRAFFIC AREAS SHALL BE 1/4" TO 1/2" BELOW FINISHED GRADE. RISER TO BE 4" SDR 35, PER 1/D3 NEW OR EXISTING WATER NOTCHED TO FIT OVER CURB STOP AND SERVICE LINE. RISER PIPE OPENINGS SHALL BE PROTECTED WITH DUCT TAPE 18" TYP 18" TYP VALVE _B__0__X PER 1/D3 Z COVERING PRIOR TO BACKFILL ACTIVITIES. TOP OF RISER SHALL BE TWO TO SIX INCHES (2"-6") BELOW THE BOTTOM -"-- '` �-�- -' z z OF THE VALVE BOX LID. SERVICE LINE Li RECTANGULAR BACK TO MAIN LJ-I 7) FOUR-INCH (4") THICK METER PIT INSULATION PADS BY MUELLER, FORD, MCDONALD, OR APPROVED EQUAL, SHALL OO 0 0 �� RISER PIPE BE INSTALLED IN THE APPROPRIATE 15" OR 18" DIAMETER TO FIT THE METER PIT. VALVE BOX MATERIAL, TYPE, PER 1/D3 L AND SIZE VARIES NEW WATER SERVICE VALVE W OR EXISTING L J 8) FOR CONNECTION AT CURB STOP - LOCATE THE EXISTING CURB STOP, CONNECT TO THE CURB STOP WITH A TYPICAL SINGLE WATER CURB STOP SEE INSTALLATION. MATCH EXISTING MATCHING CONNECTION COMPRESSION COUPLING, AND INSTALL NEW POLY LINE FROM THE COMPRESSION COUPLING - SINGLE OR DOUBLE SERVICE. U a TO THE METER PIT FITTING. FOR CONNECTION TO THE SERVICE LINE - INSTALL NEW POLY FROM THE METER PIT SERVICE VALVE BOX O O MAIN - NOTE #2 Q M FITTING TO THE EXISTING CUSTOMER SERVICE LINE. CONTRACTOR TO USE BRASS FITTINGS TO MAKE UP ALL O O��TWO ROUND HORIZONTAL AND VERTICAL ELEVATION AND ANGLE CHANGES. SERVICE LATERALS MUST BE CONNECTED TO THE METER VALVE BOXES SECURE VALVE TO CONNECT TO NEW SECURE VALVE TO g o PIT IN A STRAIGHT RUN - BENDING OR WRAPPING THE POLY SERVICE LINE AROUND THE OUTSIDE OF THE METER PIT PIPE AT POINT OF METER PIT PIPE AT POINT OF ILI IS NOT ACCEPTABLE UNLESS OTHERWISE APPROVED BY THE INSPECTOR FOR SPECIFIC LOCATIONS. TYPICAL TRAFFIC-RATED METER ORIENTATION SOUND INTEGRITY SOUND INTEGRITY CURB STOP SEE NOTE #2 EXISTING L LJ i 9) SERVICE LATERAL SHALL BE 200 PSI CLASS POLYETHYLENE TUBING, IRON PIPE SIZE FOR J" AND 1" INSTALLATIONS. PLAN VIEW SERVICE LINE, I v Q 7— i PIPE STIFFENER INSERTS AND/OR OTHER REQUIRED ACCESSORIES SHALL BE USED PER MANUFACTURER'S DISTRICT NEW METER PIT EXISTING CORP MATERIAL > Of O M SERVICE - STOP �`' 0 INSTRUCTIONS AT ALL CONNECTIONS. INSTALLATION VARIES � w 3 10) ALL PLUMBING AND FITTINGS MUST COMPLY WITH THE CALIFORNIA HEALTH AND SAFETY CODE 1 16875 (AB1953) LATERAL o cn g REGARDING THE PROHIBITION OF LEAD FITTINGS. TYPICAL A/C PAVEMENT REPLACEMENT: 1 1) THE DISTRICT MAY ALSO REQUIRE THE REPLACEMENT OF THE WATER SERVICE VALVE. THIS WORK IS NOT PART OF EXTEND PATCH PAVING A MINIMUM OF 12" NEW WATER SERVICE VALVE U) THE BASE METER INSTALLATION. SEE DETAIL 4/D1 AND RELATED BID ITEM. 12» BEYOND EXCAVATION TO THE PAVING INSTALLATION. MATCH EXISTING SINGLE OR i 12) NOTIFY CUSTOMER PRIOR TO ANY EXCAVATION AND/OR WATER SHUTOFF. EXPOSE VALVE PRIOR TO EXCAVATION. LIMITS IDENTIFIED BY THE DISTRICT IN THE DOUBLE SERVICE. EXISTING z CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY RESOLVING ANY AND ALL CUSTOMER PLUMBING ISSUES MAIN a FIELD, COMPACT NEW AND EXISTING SUB NOTES: a RELATED TO THE METER INSTALLATION INCLUDING DIRT OR OTHER DEBRIS IN THE CUSTOMER'S PLUMBING. GRADE TO 95%, INSTALL NEW 3" A/C, 13) CONTRACTOR SHALL INSTALL A TR/PL READER MOUNT AND A SENSUS MXU RADIO READ UNIT, 520M SINGLE PORT, W MATCH EXISTING LINE AND GRADE WITHIN THE METER PIT LID, AS PROVIDED BY THE DISTRICT. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. TYPICAL EXCAVATION I I 1) REPLACE WATER SERVICE VALVES WHERE REQUESTED BY THE DISTRICT BASED ON CONDITION EVALUATION IN FIELD. W 14) CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2) 8"X2"X16" PRECAST SOLID CONCRETE STRUCTURAL SUPPORT IN PAVED AREA, I I 2) NEW CURB-STOP SHALL BE MUELLER B20283N, FORD B1 1 -XXX-NL, OR APPROVED EQUAL. BLOCKS CONFORMING TO ASTM C90 PLACED UNDER THE METER PIT. 5'X8' SHOWN I TO THE SEAL COAT LIMITS IDENTIFIED BY 3) SINGLE SERVICE SHALL BE 3/4" POLYETHYLENE WITH 3/4" FITTINGS OR 1 " POLYETHYLENE WITH 1 " FITTINGS AS a 15) INSTALL CONTINUOUS #10 SOLID COPPER HDPE OR #12 COPPER CLAD STEEL TRACER WIRE FROM WATER SERVICE I I TYPICAL WATER THE DISTRICT IN THE FIELD, INSTALL SEAL APPROPRIATE. OQROFEHSr'�Hq�E` VALVE BOX, PAST BOTTOM OF METER PIT, TO THE CUSTOMER SIDE OF WATER SERVICE. USE STAINLESS STEEL PIPE COAT, MATCH EXISTING LINE DOUBLE 4" SERVICE SHALL BE 1 " POLYETHYLENE SERVICE LINE TO FORD MODEL #U88-43-7.5-NL SPACING "U" ��' � „ I SERVICE VALVE 4 3 CLAMP CONNECTIONS. PROVIDE 6 LOOP AT THE TOP OF RISER PIPE. CONTINUITY BETWEEN ALL NEW AND EXISTING BOX BRANCH OR EQUAL WITH TWO 3/4 CURB-STOPS AND SERVICE CONNECTIONS. I I� PIPELINES AND/OR TRACER WIRES SHALL BE MAINTAINED REGARDLESS OF PIPE TYPE OR PRESENCE OF TRACER WIRE. MATCH FLOW LINES AND/OR RESTORE DOUBLE 1 SERVICE SHALL BE 1 »POLYETHYLENE SERVICE LINE TO FORD MODEL #U18-44-14-NL SPACING U» No. C5900 w SEAL CONNECTIONS WITH AN APPROVED MASTIC TYPE SEALER SPECIFICALLY MANUFACTURED FOR UNDERGROUND USE. - - - - - - - - -I- - - - - - - - - - DRAINAGE FEATURES. DO NOT INSTALL BRANCH OR EQUAL WITH TWO 1 " CURB-STOPS AND SERVICE CONNECTIONS. * Exp. 6/30/19 m 16) WHEN METER PITS ARE INSTALLED WITHIN 24" OF EACH OTHER, THE LIDS SHALL BE AT THE SAME ELEVATION. L _ _ _ _ J METER PIT IN ANY DRAINAGE FLOW LINE g 17) ALL METERS AND POLYETHYLENE SERVICE LINES SHALL BE DISINFECTED, FLUSHED, AND VISUALLY TESTED FOR LEAKS OR BMP 4) ALL WATER SERVICE SHALL BE POLYETHYLENE 200 PSI CLASS IRON PIPE SIZE FOR 3/4" AND 1 ". PIPE STIFFENER ,J> CIV\�- �P o INSERTS TO BE USED AT ALL CONNECTIONS. gTFO I V\\,� PRIOR TO BACKFILL. 5) EXISTING SERVICE LINES GREATER THAN 1 " SHALL BE BUSHED DOWN TO 1 " OR J" AT THE DIRECTION OF THE .. 18) THE CURB STOP VALVE MAY BE ENCOUNTERED ON A SINGLE SERVICE LINE, TEE, OR U BRANCH FOR DOUBLE INSPECTOR. SERVICES. CONTRACTOR SHALL CONFIRM WITH DISTRICT INSPECTOR FOR SINGLE OR DOUBLE INSTALL. ALSO BE AWARE NOTES: 6) ALL TUBING CONNECTIONS SHALL BE THE COMPRESSION TYPE; MUELLER, FORD, OR APPROVED EQUAL. THAT THERE ARE LOCATIONS WHERE WATER SERVICE VALVES EXIST FOR VACANT LOTS, OR OTHERWISE, AND WILL NOT DATE: FEB 2018 REQUIRE A METER INSTALLATION. METER PITS TO BE LOCATED ON OR IN FRONT OF THE PROPERTY SERVED, AT THE 7) ALL CURB-STOPS, POLYETHYLENE SERVICE LINES, AND FITTINGS SHALL BE DISINFECTED, FLUSHED, AND VISUALLY 1 ) FINAL A/C REPLACEMENT AND SEAL COAT (IF REQUIRED) LIMITS TO BE TESTED FOR LEAKS PRIOR TO BACKFILL.DIRECTION OF THE FIELD INSPECTOR. CONFIRMED WITH ENGINEER IN FIELD PRIOR TO INSTALLATION. SCALE: NO SCALE 19) DEPTH FROM BOTTOM OF METER TO TOP OF METER LID SHALL BE A MINIMUM OF 18" AND MAXIMUM OF 24". 3 20) NEW SERVICES FOR FUTURE CONNECTIONS MUST BE PROTECTED AND BURIED WITH ADDITIONAL TRACER WIRE PER DRAWN: TJR GENERAL NOTE #11. TYPICAL ASPHALT REPLACEMENT PLAN VIEW WATER SERVICE VALVE REPLACEMENT FILE: 15W011 BASE METER NSTALLAT ON 2 TRAFFIC RATED METER NSTALLAT ON 4 i D3 NO SCALE D3 NO SCALE D3 NO SCALE 3 D3 7 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 STAKE STAKE EMBEDDING DETAIL FILTER FABRIC � FILTER FABRIC 12" BIO—WATTLE "TEE" POST, 4 PER 1 "X 1 "X24" OR 1 "X 1 "X36" EXCAVATION, 5' TALL MIN, WOODEN STAKES PLACED AT 4' ON CENTER WITH SAFETY CAPS WRAP FABRIC UNDER KEY IN TOE OF FABRIC 1 "X LUMBER AND RAMSET TO AC EXCAVATION OPENING, Srj 6 4" ANCHOR TRENCH CONSTRUCTION ORANGE 5'X8' SHOWN 0 FENCING 4' TALL MIN FENCE IN PAVEMENT SECTION FENCE IN NATIVE SOIL ANCHORING DETAIL 0 m � 8'X4' 1" MIN PLYWOOD SHEET, 2 SHEETS TYPICAL Ld PER EXCAVATION STAKES ® 6 OC W/WELDED 1 „X1 X24 OR 1 X1 X36 p a WIRE FABRIC. DRAPE FILTER WOODEN STAKES PLACED AT 2' TO 4' ON CENTER �I FABRIC OVER FENCE AND DEPENDING ON SLOPE AND SOIL CONDITIONS r • ••�� TIE WITH TIE WIRES. 12" BIO—WATTLE • :� :�:"��' 0 p �., BURY TOE OF FILTER FABRIC IN 6"x6" TRENCH ON UPHILL SIDE 42" MIN TALL TRAFFIC CONE, 2 MIN PER ANCHOR TRENCH 4" DEEP EXCAVATION PLACE ON STREET SIDE TYPICAL PROTECTED EXCAVATIONto w NOTES: 1) ALL EXCAVATIONS SHALL BE COVERED AND PROTECTED AT THE END OF EACH WORK DAY. NOTE: 2) EXCAVATIONS IN PAVEMENT OR PARTIALLY IN PAVEMENT SHALL BE COVERED WITH A STEEL TRENCH NOTE: PLATE WITH A MINIMUM OF TWO TRAFFIC CONES 42" TALL. EXCAVATION IN THE ROADWAY SHALL BE 1) SEDIMENT CONTROL BARRIERS USED ON SLOPES, AS CHECK DAMS OR AS SEDIMENT TRAPS SHALL BE COVERED WITH A TRENCH PLATE AND THE EDGES SHALL BE COLD MIXED. SEE GENERAL NOTE #14. BIO—WATTLES AS DISTRIBUTED BY BON—TERRA AMERICA INC. OR APPROVED EQUAL AND INSTALLED AS 1) PLACE FENCING SUCH THAT STORM RUNOFF CANNOT PASS UNDER OR AROUND. RECOMMENDED BY THE MANUFACTURE. EROSION CONTROL FENCE 2 CO R LOG PLACEMENT 3 SECURE OPEN EXCAVATIONS D4 NO SCALE D4 NO SCALE NO SCALE W U LLJ LLJ -D LOCATE SPOIL PILE UPHILL OF OPEN TRENCH SECTION �, >Q 0 0 W EOP EOP EOP STACK GRAVEL BAGS TIGHTLY AROUND DROP WOOD 2X 2' INLET ABUTTING CURB. W W r MINIMUM TALL 0 � LLJ W d °, sul ° •, a 12 � 2' MIN ° � � . • , • • •° O a ° ° ° ' A. .°a 'd . c . ° a ° d d NEW PIPELINE z _ r ° 'a00 LLJ '° ° •° ° ` 7— I ° •° O a' • ° •° . ` V .a ° . a � U ° •a • • •. � .° •• HS ° . a .. b .•° JLl . ° . . • e • A , a • • . • ° •. ° . •• ••° EOP EOP EOP /// ; a ' • ° a •° • °. .. a Q ••a OPEN TRENCH SECTION 48" TALL METAL o m FENCE POSTS (TYP) w WOOD 2x. MAINTAIN W ® Q 3" SPACING MIN. QROjESS/ONq! INCORRECT SECTION CORRECT ���°��E H•RyFti� 1 � J • — No. C5900 3 EROSION CONTROL FENCE OR COIR LOG " NOTES: Exp. 6/30/19 NOTE: 1) PLACING ANY MATERIAL —TEMPORARY OR OTHERWISE— WITHIN PROTECTIVE FENCING OR ENTERING PROTECTION NOTE: rF FIc��'�P AREAS MAY RESULT IN A FINE. (TRPA SEC. 65.2.1 I AND J) 1) INSTALL FILTER FABRIC BELOW GRATES' EXTEND FILTER FABRIC EIGHTEEN INCHES (18") BEYOND THE 1 ) RELOCATE EROSION CONTROL FENCE/COIR LOG AS CONSTRUCTION PROGRESSES 2) FORTY EIGHT INCH (48") ORANGE PLASTIC FENCING TYPICAL, METAL OR WIRE MESH FENCING MAY BE REQUIRED EDGE OF THE GRATE ALL DIRECTIONS. 0 PER TRPA. DATE: FEB 2018 a 3) ACTIVITY WITHIN THE DRIP LINE OF A TREE MUST BE AUTHORIZED BY AND DISCUSSED WITH TRPA IN THE FIELD SCALE: NO SCALE BEFORE IT MAY OCCUR. IF WORK OS TRAFFIC HAS BEEN APPROVED WITHIN THE DRIP LINE AREA, THE PLACEMENT OF WOOD 2X MATERIAL IS REQUIRED 3 DRAWN: TJR FILE: 15W01 1 m 4 TYPICAL OPEN TRENCH SECTION 5 VEGETATION PROTECTION FENCING 6 DRAINAGE INLET SEDIMENT PROTECTION D4 NO SCALE D4 NO SCALE D4 3 NO SCALED4 8 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 a � � 2 M � � d a a a a (n I 1 3 M M M M M M c � LZ D3 D3 Q � 0 Q �d (6) �0 20 40 5FD D3 D3 D3 D3 D3 D3 D3 D3 BB BB BB ;, 29 v� 2 ***DCM 1*** a BLOCK W L GS 3O SFD SFD D3 SFD ROCK PLANTER PROVIDE AND INSTALL REMOVED OLD 0 MPROTECT IN PLAC KS PROTECT IN TREE PROTECTION, GREENBERG HYDRANT SFD � PROTE T IN PLAC BLS 3j73333 ROCK P ANTER PLACE SFD SEE I SFDco G' S PROTECT IN 41 5 AND REPLACED WITH O 336 6 � •� 1 433) TV RIS R CONCRETE PLACE 3343 D4 NEW AVK = WS 3361 TV -4 �A C A C ` A 3 o 4O AsS WS ='':r.% 5 GS G DRIVES WS o S GS SS �/ 22" , GS O SS SS GS W SS G DRIVE d:,. :.' _� <.,,; . 1 ©1 P \ < P���\F' WAY R W A 2 �W © R/W FH � A C C � � � D3 J �l 6" W 6' W W 6 ' W 6" W 6" 6" W 6 DRIVE WAY 4N RIVE RIV WAY EOP EOP LLB WA 6 Y J I 7z m � 026'P . SSMH A FR L T TE Cl F� w � s 6 SS 6" SS 6" SS 6" S 6" SS cn U 6" SS 6 0 , � � SSMH O � O O LLB Q Q A/C A/C LLB � L, v— 2 S EOP 2 A " '° GAFOP DRIVE ; DRIVE � 2 GA OFF _ Z DRIVE A C R W A C �/C C WAY p WAY F R/ A C SS GS / 024"P S16 P WAY G 6„ GS©24"P SS S SS WAY S SS WAYGS v CONCRETE :�^s: ©2 ©20"P p 20"P "PAVING PAVING *** *** s �� 01 , 3320 3334 3338 3342 33 3352 STONES STONES 3356 3360 336Z REMOVED DC 1 OLD �s SFD SFD SFD SFD FD SFD SFD SFD SFC GREENBERG HYDRANT 3334, 3338 MARLETTE CIR 3346 MARLETTE CIR O AND REPLACED WITH F c ) ©26"P 3342 MARLETTE CIR PROVIDE AND INSTALL INSTALL NEW 1 INSTALL NEW 3/4 3352 MARLETTE CIR NEW VK ( 1 � /INSTALL NEW 3 4" TREE PROTECTION, TYPICAL, � �J WATER SERVICE CONNECTION, SEE WATER SERVICE CONNECTION, INSTALL NEW 3/4 / 3 \ (_0 -10"P WITH DOUBLE 4" SERVICE, AND WATER METERS. WATER SERVICE CONNECTION, 5 AND WATER METER. SEE WATER SERVICE CONNECTION, AND WATER METER. D4 CHANGE TO DOUBLE WITH 33 4 1 AND WATER METER. SEE � I SEE SEE D2 D3 CHANGED TO DOUBLECD C 7 ,> J 4 1 J J J J v D3 d M (� 2 STEEL WATER MAIN D2 D3 a 4 1 3 CUT AND CAPPED 4' IN D2 D3 3 0 0 � FROM EOP DUE TO LEAK 3 D3 O= D3 D3 D3 AT VALVE. LINE STILL D3 3 D3 POLE ANCHOR •, FED FROM JOBS PEAK CHANGED FROM 2 SINGLE MARKER BALL DROPPED SERVICE INSTALLATION TO A 1 NOTE: BLOCK WALL ALSO CAPPED AT VALVE DOUBLE. USED 1 B-17 DOUBLE PARCELS IDENTIFIED BY OTO RECEIVE A NEW WATER METER INSTALLATION ON EXISTING WATER PROTECT IN PLACE I 3310 3320 MARLETTE CIR VALVE BOX SERVICE. ASSUME J" METER FOR ALL SFD, UNLESS LARGE SHRUB cn J ALL NEW 1 " OTHERWISE INDICATED BY ENGINEER. PROTECT IN PLACE WATER SERVICE CONNECTION, 1. VERIFY IN THE FIELD THE ACTUAL INSTALLATION PL WITH DOUBLE J" SERVICE, AND = LOCATION ON THE PARCEL. DURING THE O DESIGN PROCESS EVERY EFFORT WAS MADE J 18 P WATER METERS. SEW ( TO DETERMINE THE NEED FOR A RETAININU WALL D3 D3 TRAFFIC-RATED OR NONTRAFFIC-INSTALLATION. I I I WOOD PLANTER t O & POLE ANCHOR Z (� P PROTECT IN PLACE o 0 o BASED E FIELD CONDITIONS TYPE OF METER M o IS SUBJECT TO CHANGE. 9HIJLl u I I GFm I I J n I I I peHH J Pi J L ®� 2. CONTRACTOR WILL ENCOUNTER GAS, WATER, U \ �t f'� >> o >> >> >> o SEWER AND OTHER UNDERGROUND UTILITIES IN I ' - Q W 2 W 2 W 2 W VARYING HORIZONTAL AND VERTICAL PROXIMITY LJJ 1 3 `1 �— BUSHES DURING METER INSTALLATION. PROVIDE PROPER I I W PROTECTION OF THESE UTILITIES DURING L L1 Know what sbeim. 0 cam;• EXISTING 2 EXCAVATION AND OTHER WORK NECESSARY FOR METER INSTALLATION. ANY ADDITIONAL Call before you dig. APPROXIMATE LOCATION FITTINGS AND PIPE REQUIRED SHALL BE D3 w ; SEE SHEET P 3 PROVIDED AS PART OF THE STANDARD BID CONCRETE MATCH LINE ITEM FOR EACH BASE METER INSTALLATION. DRIVEWAY � II I I I LLJ W � � z LL W W 0 LLJ 0— < u .c a \ M 6270' 6270' o 00 0 M , 0 6265 3 ELEVATIONLLf- (� _J � z � z a mil I a 6260' _ — = 6260' a z � W W Q Q w o ------ d H (n (n w a 6255' 6255' QROFESS/pNq H.RY Fyc 3 No. 5900 N Exp. 6/30/19 m ' 6250' 6250' CIV\L �P a 9TF OF CAUL U E c a v e v � v � v � DATE: FEB 2018n G w LIJ w ww w cn w ww I— ww v w w wQ Q w Qw w Qw w J w w w w Jew w wL'j Lu w3�: :2 0 :2 wig a � � � � _ � _ � _ � _ SCALE: 1 = 20 c _j � Jr Jr J Jr�la Jr"�� Jr�la � J0 Jr Jr JJz Jr JJz � r JJz 3 O- J m z ry J 0- J O- J J J m z 0- J 0- J � cD Q 0- J 0' 0 Q 00 J � CD Q DRAWN: TJ R :2 NOa :2 < Q < Q < a < Q ro0 :2 < a < U5L :2 < cz—nw — a < cz—nw r7 0 H H r7 0 H H H H z �' � 2 N z N z N z V z ff) z �' � 2 r� z z - > � z � � > z nJ > FILE: 15W011 ao r7 — 88J > r7 — r7 — N) — I7 — N) — 88J > n — r7 — roQ � ro — � QD_ — rgQ0_ o r� Q D' r� r� M r� Q D' ro ro ro LLI M r7 L.LI w N ocnw (nw � � N � N � p 1 ro in 3 9 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 co J J J J d a O (V ^\ L I 00 c, Z M M M M M M M M M 0 1 3 1 3 1 3 00 1 3 1 3 1 3 1 3 1 3 1 3 D3 D3 D3 D3 D3 D3 D3 4 D3 D3 D3 D3 D3 D3 3 D3 D3 D3 SPLIT RAIL FENCE ATOP 2 2 3 RAIL FENCE 2 30 "TOP SVC » o PROTECT IN PLACE D3 ROCK BORDER, PROTECT IN PLACE D3 D3 D U SFD I SFD SFD SFD &RTV SFD SFD SFD ROCK RETAINING WALL .5 3365 7 1 RISER Tv CONCRETE PROTECT IN PLACE 5361 5569 55 � � 5581 p DWY . � 5 558 w � co O WS TV RISER RISER SS SS GS W SS GS WS SSA SSS SS „''� :CONCRETE .1 GSWSW GSSS : .5;; �:; :�.; ;;";:: WS S GS S 12 © 5s A C C A/C 6" W RIVE RIVE ,> XMH Y WAY 6„ W DRIVE 6>, W 6 ' W ��� 6 W F 2 a E 6 ° Y 6 6 " WAY A/C TV RIS STEEL `- z TV RI�FR 6" STEEL EOP DRIVE WATER MAIN U I � 6" STEEL WATER MAIN WAY 20" TOP m A WATER MAIN = 38" TOP 30" TOP J J SSMH 6" SS 6" SS T- 6S SSMH ° S " SS owco SSMH O wQ ETTE ClR Coq DRIVE E , RI E 2 GAS — OFF LO WAY P WAY ; _ � r-r)l\/r- A C 2" GAS 2" GAS Q SS S R/ ASS WAY S SS W SS S :.:. ... •k ©24"P �18" :" SS ©©8" ***DCM 1*** O PAVING PAVING 3370 3374 CONCRETE JJ 3 7 8 F STONES 12' DI REMOVED OLD � � 6 4 � 8 SD GREENBERG HYDRANT 3552 STONES 5556 5360 VACANT VACANT SFD DI AND REPLACED WITH SFD o SFD SFD SFD NEW AVK 0 3356, 3360 MARLETTE CIR 3364 MARLETTE CIR O /„ INSTALL NEW 1 " WATER SERVICE, WITH INSTALL NEW 3/4" 3 (//J DOUBLE J" SERVICE, AND WATER METERS. WATER SERVICE CONNECTION, SEE 4 1 AND WATER METER. SEE 4 1 A/ D2 D3 D2 D3 DR VE AY 1 3 a a a a 3 = 3 D3 PAVING 2 STONES O FENCE D3 O PROTECT IN PLACE N `V 3378 MARLETTE CIR TV RIS 0 32"P 1188 JOBS PEAK RD / INSTALL NEW 1 " PARCELS IDENTIFIED BY (@TO RECEIVE A NEW p� WATER METER INSTALLATION ON EXISTING WATER WATER SERVICE CONNECTION, �l1 /V) SERVICE. ASSUME J" METER FOR ALL SFD, UNLESS WITH DOUBLE " SERVICE, AND WATER METERS. l/� ,-�� OTHERWISE INDICATED BY ENGINEER. = SEE 4 1 "�J O 1. VERIFY IN THE FIELD THE ACTUAL INSTALLATION D2 D3 LOCATION ON THE PARCEL. DURING THE DESIGN PROCESS EVERY EFFORT WAS MADE TO DETERMINE THE NEED FOR A (j3 \ TRAFFIC-RATED OR NONTRAFFIC-INSTALLATION.o BASED ON FIELD CONDITIONS TYPE OF METER ® J IS SUBJECT TO CHANGE. Z J L PI PL J PL rr r� 1 rr r r �r 2 W 2 W 2 W 2 W 2 W 2 W 2. CONTRACTOR WILL ENCOUNTER GAS, WATER, � U / , POLE SEWER AND OTHER UNDERGROUND UTILITIES IN (� V VARYING HORIZONTAL AND VERTICAL PROXIMITY W ANCHOR DURING METER INSTALLATION. PROVIDE PROPER EXISTING 2" PROTECTION OF THESE UTILITIES DURING W A DPROXIMATE LOCATION A/ EXCAVATION AND OTHER WORK NECESSARY O Know what'sbelOW. DRI SEE SHEET P 4 P FOR METER INSTALLATION. ANY ADDITIONAL FITTINGS AND PIPE REQUIRED SHALL BE /1 Call before you dig. �- MATCH LINE PROVIDED AS PART OF THE STANDARD BID LJ— �J � (� _�Cij p<\ ITEM FOR EACH BASE METER INSTALLATION. LLJ z LL_ W W O LLJ 0— a < \ a M z 0 o � , 6270' 6270' 00 LJJ EXI O OtJND 3 N N m 6265' Z 6" w z 6265' a W LLJ I L • J z (n Z 0 6260' W Q LLJ W 6260' W ��o��E RY Fyc QROFESS H./O�yq i 6255' 6255' No. 5900 w * Exp. 6/30/19 m a a qTF OF CA1 U c a ft� D-wft� cn x_ ft� ft� mo' mo' � � D' � � �� D- n w of � � � oz � LLILILIDATE: FEB 2018� m � w mo � m �v �� Ww � � v � wwQ Q LLI w LLI LILI w w m w W :2 LiJ LLJY LU SCALE: 1 20 ' w < J JJ7' J J J W J J J J JJ0 x rxa U) rxa 3 � J wNyo r7 c) m O' O Q � J � J � J � J mJ mn0m z cnw o- J o- J wQ DRAWN: TJR Q J � Q z Q J Q Q Q Q a m � Q m Q J Q J J :2 <(O O 7) LL :2 < :2 � 00 O (nn W J O U-) ( M ( n (n — n 00 � � cn � wv (0w > r- wv 0 00z � z FILE: 15W01 1 r7z88 J > � Q D' J > � � 00 WW 3 zN z 0 � zN P 2 10 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 ttu�HtS INSTALL 347 LF OF 6" CLASS SEE SHEET P1 350 DIP OR C900 CLASS 165 PVC,S STA 1 +18 INSTALL: � MATCH LINE MAINTAIN TWELVE INCH (12 ) SEPARATION z I D1 D1 D2 2 ABOVE SEWER MAIN AT CROSSING STA +�-�8-1 +77, NEW FIRE HYDRANT STA 2+47 INSTALL NEW 1 " INSTALL:— WATER SERVICE CONNECTION, 6" X 6" FLG BRANCH TEE STA 3+61 INSTALL NEW 1 69 ° FLG ELBOW WITH DOUBLE E SERVICE, AND WATER SERVICE CONNECTION, U rn „ WATER METERS. SEE � 6 FLG X MJ GATE VALVE WITH DOUBLE 4 SERVICE, AND F__ N APPROXIMATELY 5 LF OF 6" 4 1 STA 4+19 INSTALL NEW /4 SEWER LAT w WATER METERS. SEE 4 1 U � M PVC RESTRAINT JOINT PIPE D2 D3 3 D2 D3 " � � Q (� FIRE HYDRANT ASSEMBLY a 3 36" TOP WATER SERVICE CONNECTION, 1 1 3 It 'K_ Cn VERIFY LOCATION IN FIELD W/ENGINEER D3 SEWER LAT 3 AND WATER METER. o D3 D3 ` 36 TOP D3 SEE F N c� O O SEWER LAT STA 1 +00 END RIVE CD 6 38" TOP CO CRETE INSTALL: � �— Q D1 CONCRETE P ANTER ROC PLANT PROVIDE AND INSTALL 6" FLG TEE WAY PL NITER PROTECT IN P CE PROTE IN PLACE (� GO 4 TREE PROTECTION, SEE SEWER LAT 3m3-6" FLG X MJ GATE VALVE " J D 1 S 36" TOP D3 2-6" FLEX COUPLING D FD SFD SFD D SFD SFD 1 APPROXIMATELY 10 LF OF 6" LF \ / 3 3 4 � \ � q-5 � � q- 9 CONCRETE W � \ 1 I 30"PO O 61 C( O � 024" C — 3357 36"P PVC RESTRAINT JOINT PIPE �� A/C A/C Z ;` NEW 6 C-900 ,. q R E WATER MAIN GS S GS E SSLCO)3 P j S SS 4"P PA/C ©22"P SS G A SS A/C G SS G� Q v DR 37 TOP 1 P "WAY © R/W _ RIVE RIVE ' '.'•` = DRIVE o . v 1 2 3 4 5 W p NEW 6" PIPELINE W Q D1 D1 D1 D1 D1 N STA 2+00 S 0 BOX STA 4+00 W C STA 5+00 O M NEW 6" C-900 \ ° SSM AL 6" SS 6" S —NEW 6" C-900 NEW 6" C-900 °°° SSMH SSMH H" WATER MAIN O0 -" SS 6" S WATER MAIN WATER MAIN , �\ \ \ 48 TOP W 1 3 Cn 48 TOP 51 TOP LEC (n � ELECTRIC D3 D3 BOX \ BO Q EOP PL I GAS E q2" GA q c AS q\ �' GAS 2' cn A/C P E A c 2„ AS U I� / A C CD GS\ SS DRIVE DRIVEWAY WAY S GS LWAYUKIVII SG� m SS SS © ��©, 18"P S GS DRIVE DR V TV RISER �j /J RISER TELEPHONE 3348 3352 3358 W Y O O O " 4 O O `r O PROTECT 3346 BOX ' C O 0 4'P O SFD SFD IN PLACE SFD ��v�/ V / SFD SFD M cfl (127P STA 3+00 INSTALL NEW 3/4" STA 3+62 INSTALL NEW 3/4 STA 1 +96 INSTALL NEW 3/4 WATER SERVICE CONNECTION, WATER SERVICE CONNECTION, WATER SERVICE CONNECTION, AND WATER METER. NOTE: D3 D3 \ A/( AND WATER METER. AND WATER METER.SEE I 0 SEE SEE PARCELS IDENTIFIED BY TO RECEIVE A NEW TELEPHONE DRIVt WATER METER INSTALLATION ON EXISTING WATER BOX , WAY 4 1 I 4 O 1 4 1 SERVICE. ASSUME " METER FOR ALL SFD, UNLESS D2 D3 D2 D3 = OTHERWISE INDICATED BY ENGINEER. J O PL D2 D3 d C 1. VERIFY IN THE FIELD THE ACTUAL INSTALLATION 3 a 3 a a a LOCATION ON THE PARCEL. DURING THE a 3: 3 D3 D3 DESIGN PROCESS EVERY EFFORT WAS MADE � D3 I TO DETERMINE THE NEED FOR A 6" STEEL O TRAFFIC-RATED OR NONTRAFFIC-INSTALLATION. ILL-1 BASED ON FIELD CONDITIONS TYPE OF METER WATER MAIN O 34" TOP �_ q c IQ IS SUBJECT TO CHANGE. O R E O U 2. CONTRACTOR WILL ENCOUNTER GAS, WATER, __j \ SEWER AND OTHER UNDERGROUND UTILITIES IN I I C VARYING HORIZONTAL AND VERTICAL PROXIMITY � W I I I DURING METER INSTALLATION. PROVIDE PROPER I I W I ) PROTECTION OF THESE UTILITIES DURING I I I Knowwhat'sbelOW. EXCAVATION AND OTHER WORK NECESSARY O Call before you dig. I INSTALLATION.FOR METER FITTI GS ANDPIPE RE Y ADDITIONAL REQUIRED SHALL \ \ \ �- ITEM FOREACHABASEFMETERS TANDARD BID 0 30'F INSTALLATION. \ SEE SHEET P6 I MATCH LINE W z LL_ LL_I LLJ O STA 1 +00 STA 2+00 STA 3+00 STA 4+00 STA 5+00 W 0— a. Q Ua. \ ' ' \6275 CONFLICT W/SS LATERAL, 6275 OFFSET LATERAL. \ (TYPICAL OF 3 THIS SHEET) SEE 00L_L_I 6270' z 6270' N 3 D EtE, LLJ VpTI a � � I Q a 6265' a ATERMAIN 6265 = O z w W 0 Ld H.R y Fti a 6260' 6260' oQROFESS/pyq� No. C5900 N .. * Exp. 6/30/19 m ' 6255' 6255' a a qTF OF CA1\� U c a E —1 F-r- F 0 w = 00 z 00 z N Cn Un 00 = LO O7 00 cn 0 cn Ln cn I- cn 0) cn 00 cn I� Cn 00 Cn rn cn 0 cn m cn 00 Un m O7 0 co DATE: FEB 2018 0 0 O_ 0 Q N Q 00 0 � C7 00 L_ 0 2 0 CD N Cn 't r- n 00 0 0 2 0 Un � C� � cfl + U + g + g + + + J + _ + + _ + + _ + � + + ^ + ^ + + + - + + _ + CD ' � J N � N � N � N � N r7 � r7 � � � r7 r7 � � � � � „ , � CO � � I'I � Q Sri � � Sri ter? a a J a Q ,�� Q � a Q � J SCALE: 1 = 20 � � (n bi Un U (n Cn Cn U) C7 C7 C7 C7 J Un (n Un (n (n C7 J C7 (n (n Un (n 3 N w � z _ _j Q J J DRAWN: TJR m O N Q z c Un Cn — Cn Cn z z z z FILE: 15W01 1 N w z U PO 3 / U 11 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 A/ �, 2 DRI SEE SHEET P2 SEWER MATCH LINE LATERAL ��'' 67" TOP �/ MM � p� INSTALL 345 LF OF 6" CLASS 00 0 20 40 350 DIP OR C900 CLASS 165 PVC, o � M STA 5+28 INSTALL NEW 1 " SEE STA 6+39 INSTALL NEW 1 " A/C U WATER SERVICE CONNECTION, 1 2 1 2 WATER SERVICE NNECTION, O DRIV O °' �„ D1 D1 D2 D2 WA PAVING WITH DOUBLE SERVICE AND WITH DOUBLE ERVICE, AND 4 STA 6+95, NEW FIRE HYDRANT STONES D3 D3 (n J J WATER METERS. SEE J J J WATER METERS. S E a 4 1 INSTALL: 2"P 2 w 1 SEWER D2 D3 `6" X 6" FLG BRANCH TEE D3 LATERAL SEWER „ 0 SEWER D D3 >, 6 90° FLG ELBOW �/ 67 TOP LATERAL LATERAL 3 6" FLG X MJ GATE VALVE / RISER N SEWER 68" TOP D3 ,> STA 7+90 END 60 TOP LATERAL 3 APPROXIMATELY 5 LF OF 6 p WOOD FENC CONNECT TO EXISTING 6 72" TOP D3 PROTECT IN PLACE PVC RESTRAINT JOINT PIPE S INSTALL: FIRE HYDRANT ASSEMBLY J G TEE VERIFY LOCATION IN FIELD W/ENGINEER 6 \�� 6—�L FLG X MJ GATE VALVE m A SFD SFD SFD FD D SF SFD TV D1 ��� CONCR E RISER / 2-6 FLEX COUPLING 3345 3349 C CRETE W 3 3 5 1 I " 30 P3 3 61 ;.;; TV 3 3 6 3 3 6 9 STA 7+74, INSTALL: APPROXIMATELY 15 LF OF 6" LF LLJ Z 3 5 / RISER 30"P 6 22.5° MJ ELBOW 3 O Q ©24 PA C A C S © SS 36 G " , Y GS 24"P p Q S A C S PVC RESTRAINT JOINT PIPE 24"P / c A/C A�, A/C p 1 J = co © ©22 P R/W rRIE SS RIVE ''.'•�. LL = DRIVE G DRIVE S DRIVE 26 P S � r[O 1 2 3 4 5 a v U ^�^Y AY J \ D1 D1 D1 D1 D1 _ 00 00 ~ ~ NEW 6" PIPELINE � STA 4+00 LWLJ Q = STA 5+00 STA 6+00 STA 7+00 00 co (n >> >> >> D3 D3 WATER SSMH SSMH �_� SS 6 S 6 SS S 6 S % 36"P SERVICE W +LLJ TVn / / /� / O PROVIDE AND INSTALL SSMH � r2 34 TOP � ELECTRIC SER / V/ v / v E_ / \ 0 TREE PROTECTION, TYPICAL, D3 EOP Q BOX A/ SEE 5 � � >> � P >> >> DRI E > PROVIDE AND INSTALL GAS 2 cn a C 2 AS 2 S W Y 2 GAS AS / <v TREE PROTECTION, SEE 5 A/C / E A C ,>P A C a D4 WAY DKIVL SGS m SS SS ® 6'©18„p S GS DRIVE ©16,> %� 36"P "P DRIV S GS �p4 3348 352 3358 " 3 ,346 CONCRETE WALL �+ 336 0 / SFD VACANT SFD WOOD RETAINING WALL SFD NEW 6 CIN PROTECT IN PLACE SFD WATER MAIN � STA 5+79 INSTALL NEW 3/4" 48" TOP C�j V / D3 D3 „ WATER SERVICE CONNECTION, STA 4+78 INSTALL NEW 1 AND WATER METER. J O WATER SERVICE CONNECTION, I SEE NOTE: WITH DOUBLE J" SERVICE, AND O 0 RISER PARCELS IDENTIFIED M TO RECEIVE A NEW WATER METER INSTALLLAA TION ON EXISTING WATER 4 1 OTHERWISE INDICATED R ALL SFD, UNLESS WATER METERS, SEE SERVICE. ASSUME METER FOR p 4 1 C -JJ R. C'\, 1. VERIFY IN THE FIELD THE ACTUAL INSTALLATION J J D2 D3 J 3 a LOCATION ON THE PARCEL. DURING THE a a D3 DESIGN PROCESS EVERY EFFORT WAS MADE 3 m / TO DETERMINE THE NEED FOR A TRAFFIC-RATED OR NONTRAFFIC-INSTALLATION. D3 J BASED ON FIELD CONDITIONS TYPE OF METER I I I O �\ O � � p4 IS SUBJECT TO CHANGE. 2. CONTRACTOR WILL ENCOUNTER GAS, WATER, w SEWER AND OTHER UNDERGROUND UTILITIES IN U VARYING HORIZONTAL AND VERTICAL PROXIMITY�<V / N DURING METER INSTALLATION. PROVIDE PROPER TILITIES DURINGIL ICI W W SEE SHEET P 5 EXCAVATION AND c PROTECTION OF TOTHER HESE UWORK NECESSARY W Knowwhatsheim. FOR METER INSTALLATION. ANY ADDITIONAL O Call before you dig. MATCH LINE �` FITTINGS AND PIPE REQUIRED SHALL BE PROVIDED AS PART OF THE STANDARD BID ITEM FOR EACH BASE METER INSTALLATION. W � I '� I� LLI W O STA 4+00 STA 5+00 STA 6+00 STA 7+00 STA 8+00 W 0— Q U M 6275' 6275' CONFLICT W/SS LATERAL, o OFFSET LATERAL. SEE 00 5 6 LJJ 6270' Z ATION Z 6270' J r a LLJ I Q N Q a 6265' _ _ 6265' a O O LLJ + Ld + W U) 6260' � " WAIERMAIN <— 6260' ��o�EEH RY Fti ck: NO. C5900 i w * Exp. 6/30/19 m ' 6255' 6255' CIV\\- �P a gTFOFCAI�� U aE r) (n N Ln C/) cn (n V) cn � (n co cn L� Un m (n N cn N cn 0 = O cn 0) z 1 O w = DATE: FEB 2018 Un N o0 N Un c00 mo — cn N3: to3: _tU rncn rnw Ncn Ln — r, rna- � + + + + + + + " + " + + + + " + J + " + + m + O . r J w - Z SCALE: 1 = 20 J Jas Q a Q a a �o H J U) � r7 r— J cn C r7 � r7 � c � V) J H r7 I— H � H � U r— � � (n c (n (n (n (n (n (n (n (n (n (n (n (n (n (n (n p — 3 J z - N Z w DRAWN: TJR a; Un (n Q Un N CV w Z Z Z O cn g° Z ( ~ J FILE: 15W01 1 J U i Q z z O P4 3 Z / U 12 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 2" STEEL SEE SHEET P4 03 EXISTING 2" WATER MAIN MATCH LINE \� V APPROXIMATE LOCATION 37" TOP C� ^ O 2„ W 2" W ,2„ W 2„ W 2" W 2" W 6" STEEL o pL P L PL PL PL PF WATER MAIN HU OHU OHU - - - OHU OHU U 30" TOP 1200 JOBS PEAK RD / U) CO 3367 HEAVENLY VALLEY RD o � � INSTALL NEW 1 " 2 WATER SERVICE CONNECTION, (N -� WITH DOUBLE " SERVICE, AND WATER METERS. F co N SEE �� O �O :D 3361 HEAVENLY VALLEY RD 4 D3 D3 1 3 J INSTALL NEW 3/4" D3 D3 m q WATER SERVICE CONNECTION, 2 � � h J J co 3357 HEAVE w N HEAVENLY VALLEY RD AND WATER METERS a D3 �� O ETAINING WALL c a INSTALL NEW 3/4" �� P OTE T I WATER SERVICE CONNECTION, 4 PROTECT DROP INLET, AND WATER METER. 22 D3 D3 SEE (0 36 OP T LO SEE O WATER SVC _ 4 STEEL 000 4 1 3 WATER MAIN 6 D2 D3 D3 RET INING WALL 35" TOP D4 O� r, SFD PROTECT IN PLACE SFD RETAINING WALL SFD CO CRETE SFD FENCE *** GRID CHANGE *** 3341 O 3345 SFD � 30 � 0061 TV SFD �/ nn DCM #1 �/ RISER '`�' REMOVE EXISTING FIRE HYDRANT TV RISER BLINDO A C ©� 3353 A/C A C 1 3 FLANGE AT VALVE & A/C SS RISER SS / S SS A C G S GS GS A/C SS PP GSSS / RELOCATE TO 1217 JOBS PEAK / RIVE ---� DQ WAY DRIVE WAY „ WAY WAY „ WAY WDRIVE /W o <<� 4 W � 4 W Q EOP w PAVING STO >> SSM _ D3 � S CARPOR 1 „ ~ SS 6 SS *** '�OVERHANG w GRID CHANGE*** 6" S SSMH 6 S w = y MAIN IS 4" STEEL U \ /� ^ / L Y \ 14 L � 0 _ Y 0 0 FROM VALVE ��RETAI WALL \/ / V V CLUSTER AT 1211 PROTECT I C LLJ Q JOBS PEAK TO PROTEC RAINAGE INLET OTE: W RIVE EOP 3225 MARLETTE ^ '� CELS IDENTIFIED BY OTO RECEIVE A NEW (/) \ SEE *** GRID CHANGE *** VA R METER INSTALLATION ON EXISTING WATER P „ CIRCLE ;ER CE. ASSUME J.. METER FOR ALL SFD, UNLESS SAS 6 GAS i R/W_ OAS CONCRETE 0 �— GS R/S GWS O 4 INSTALL NEWDAVK FIRE HYDRANT )THE WISE INDICATED BY ENGINEER. S SS 1217/1221 JOBS PEAK ERIFY IN THE FIELD THE ACTUAL INSTALLATION Q �8» \ (ij L CATION ON THE PARCEL. DURING THE U Q Cij YDRANT INSTALLATION ON 4 SIGN PROCESS EVERY EFFORT WAS MADE STEEL WATER MAIN 0 DETERMINE THE NEED FOR A O Q 11 CFD w w n q TRAFFIC-RATED OR NOI TRNS TYPE INSTALLATION. w ^ 3358 HEAVENLY VALLEY RD N J I\V/I F RISER IVI A BASED E FIELD CONDITIONS TYPE OF METER W U � � S`� P IS SUBJECT TO CHANGE. a Z INSTALL NEW 3/4 O �/ S E Z J r— EX I STI 2 1 3 M /Y �� 1 3 2. CONTRACTOR WILL ENCOUNTER GAS, WATER, Z m WATER SERVICE APP IM LOCATION T D3 �/ 'ETC E PROTECT IN E D3 D SEWER AND OTHER UNDERGROUND UTILITIES IN / U Q z N CONNECTION, „ D3 / VARYING HORIZONTAL AND VERTICAL PROXIMITY — " AND WATER METER. 2 WATER MAIN 0 8 DURING METER INSTALLATION. PROVIDE PROPER W LJJ ~ 'L' I- 36 TOP ©2 E 4 STEEL PROTECTION OF THESE UTILITIES DURING I I W w (i) Qs;) Knowwhaisbelow. WATER MAIN EXCAVATION AND OTHER WORK NECESSARY �—I O Y � „ FOR METER INSTALLATION. ANY ADDITIONAL 2 O0 � Ln Call before you dig. 37 TOP FITTINGS AND PIPE REQUIRED SHALL BE PROVIDED AS PART OF THE STANDARD BID m 0- 2 'O< ITEM FOR EACH BASE METER INSTALLATION. Q0 D3 I n/ / LLJ z LL_ LLI W O LLJ 0— a � \ a M z 0 o � 6265' 6265' 00 L LJ M O o N 3 6260' z z 6260' a w wl - a = _ wN - Z U) GROUNDFI EV4�eN 0 6255' W w 6255' w ING cn 4" W H. o QRpFESS/ONq! ' 6250' 6250' No. C59OO i w * Exp. 6/30/19 a ST 0'IV\\- �P a gPFOFCAI�� U c a, 0- m ft� m m 0of0_ (/7 DATE: FEB 2018 OfwLd 0:� ww mww o w o w o w o w o w m0wm a H H H H H w y Wei W3: � Wei Y Q � Q Q Q WQ3: w ', ' c J J J w w w w w _j w SCALE: 1 = 20 Jwp Jwp Jw0 a- a- -_ a- � r"fxa fir" Qa- J 3 � 0 < CDQ � 0 < cn � cn � cn � cn _j CO � � cnmzz DRAWN: TJR y Z Z Z m J m J m J m _ J p� J m D Q 0L Jn O O Q O Q OQ O 00 U Z Z , z � 0w � � ; � i > = z oJ FILE: 15W011> C4 � rz > Nafw w W w W w N N V c4 LLJ V Q=z z p O 3 L0 L0 CO CO to ro to � 13 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 1 3 2 M D3 D3 D3 M ***DCM 1 *** M M M M M REMOVED OLD 6" STEEL M M 0 5FD 5 1 1 3 2 1 3 2 GREENBERG HYDRANT HYDRANT STUB D2 D3 D3 D3 D3 D3 D3 D3 1 3 1 3 1 AND REPLACED WITH 1 3 35" TOP 1 3 1 3 O 4) � D3 D3 D3 D3 NEW VK - D3 D3 O S � � �3 D3 D3 D3 D3 � �3Z59 s-- � Q 2 CONCRETE RAIL FENCE 3 _ � D3 c PROTECT IN PLACE SFD P OVI INSTALL SFD SFD FENCE 0 � 20 40 cS 6 SFD SFD CONCRETE SFD SFD VACANT TREE PR PROTECT IN PLACE � �, 18„ 3285 �, � 29 4 � 295 TV 3297 PLANTER TV . 265 3279 3281 RISER RISER M RISER PP„ �..;•:,'>: , TV 2 6 7 ; CON RETE 2 71 RISER 24 P A C A C 26"P G' A/C FO20"P SS A C WS :;;s:;�; '� S RISER4 SS WS .. A/C W SSGJ " SSS SS RISER C TV WS W RI\ S DRIVE3 ''p� SSS �L6 'PDRIVE W SS GS o c D44 3 D3 D3 WAY ° „ 24) 3 2 DRIV "P WA W Ulu OHU A >> WAY >> WAY >> M/ M AV R/W hIl P, )7 -- U U CHU � W 4 P P G' PAVING PROVIDE AND INSTALL 5 EOP EOP 2" STEEL WATER MAIN z Ell �- STONES G © TREE PROTECTION, SEE 36" TOP STREET ~ � 44" TOP IN YARD Ld w Q\ SSMH 24 P D4 L � TE C� � SSMH w U � M o� y� SSMH o 6" SS 6" SS 6" 6 ' SS 6" SS = _ " m 3 cD 4" STEEL NEW AVK FIRE HYDRAN 4 STEEL 4 STEELo � �6n;) D3 WATER MAIN INSTALL: WATER MAIN WATER MAIN = LLJ Q co >, �, ), >> „ >> C >> > 34 TOP 2- 4 FLEX COUPLING A C 30 TOP GAS 32 TOP 2 GAS 2 GAS AS — ow 4" X 4" FLG BRANCH TEE DRIVE 60" OFF EOP 20"P A/C 54" OFF EOP A/C = Q v7v1 **4" 9 G ELBOW NOT USED 90** R�W R� Q v Nr S SS SS SS S G S WAY SS >, SLO (v 2-4 GRIP RINGS WAY O 30 P DRIVE o 3278 ^� 4" FLG GATE VALVE � 2 7 � � 2 (� O WAY \_ 4" FLG X 6" MJ REDUCERS 3266 2 7 0 J � �- APPROXIMATELY 4 LF OF PVC PIPE c SFD o ,s�'D c 034"P APPROXIMATELY 5 LF OF 6" SFD SFD .SFD cn PVC RESTRAINT JOINT PIPE RETAINING WALL C m FIRE HYDRANT ASSEMBLY 3290, 3300 MARLETTE CIR REPLACE EXISTING 3340 HEAVENLY VALLEY RD PROTECT IN PLACE 0� INSTALL NEW 1 " � © VERIFY LOCATION IN FIELD EN EER SERVICE VALVE. INSTALL NEW 3/4" � WATER SERVICE CONNECTION, � RELOCATE NEW VALVE Q 4 6 WATER SERVICE CONNECTION, FENCE 3332 HE VENLY VALLEY RD WITH DOUBLE 4" SERVICE, AND WATER METERS. AT PROPERTY LINE I w D1 D1 AND WATER METER. PROTECT IN PLACE INSTALL NEW 3/4" SEE 4 1 3 > Q Q SEE WATER SERVICE CONNECTION, N D2 D3 D3 BUSHES 0 4 1 3 AND WATER METER. TV M CC11 D2 D3 D3 a a LLZ SEE __1 F — RISER 2 WOOD FENCE I ` I c 4 1 3 � D3 PROTECT IN PLACE � 3274, 3278 MARLETTE CIR D2 D3 D3 G� 28 P INSTALL NEW 1 " PL L � � WATER SERVICE CONNECTION, 2 — 4" STEEL BUSHES WITH DOUBLE 4" SERVICE, AND WATER METERS. D3 WATER MAIN 3335 HEAVENLY VALLEY RD CMU RETAINING WALL N 10-0- Ll RETAINING WALL SEE 32" TOP D INSTALL NEW 3/^I PROTECT IN PLACE cn LIGHT POLE \ WATER SERVICE EWATOER METI� PROTECT IN PLACE 4 � PROTECT IN PLACE 71 TV D2 D3 D3 �, o SEE 4 1 3 PAORCELS IDENTIFIED BY O TO RECEIVE A NEW RISER 3242, 3250 MARLETTE CIR RETAINING WALL �_ D2 D3 D3 WATER METER INSTALLATION ON EXISTING WATER PROTECT IN PLACE D SERVICE. ASSUME J., METER FOR ALL SFD, UNLESS cn INSTALL NEW 1 " WATER SERVICE, WITH m ( OTHERWISE INDICATED BY ENGINEER. 0 N DOUBLE " SERVICE, AND WATER METERS. 2" STEEL 1. VERIFY IN THE FIELD THE ACTUAL INSTALLATION SEE 3340 HEAVENLY VALLEY RD DESIGN PROCESS EVERY EEFFORT WAS MADEWATER MAIN n "''•�' 4 1 (j) INSTALL NEW 3/4" 38 TOP �7 v TO DETERMINE THE NEED FOR A ' ' D2 D3 m ;. ,.• r Q o o TRAFFIC-RATED OR NONTRAFFIC-INSTALLATION. M PL J PL J PL a F WATER SERVICE CONNECTION, PL 353 HEAVENLY VALLEY RD BASED ON FIELD CONDITIONS TYPE OF METER W to ,2" W 2" W W AND WATER METER. INSTALL NEW 3/4 IS SUBJECT TO CHANGE. Z ;.;:. BEAR --SEE WATER SERVICE CONNECTION, 2 CONTRACTOR WILL ENCOUNTER GAS, WATER, 1 3 BOX 4 1 3 AND WATER METER. SEE U D3 3 EXISTING 2" D2 D3 D3 SEWER AND OTHER UNDERGROUND UTILITIES IN — � � N III 3 VARYING HORIZONTAL AND VERTICAL PROXIMITY APPROXIMATE OCATION CAI D D2 D3 D3 DURING METER INSTALLATION. PROVIDE PROPER TILITIES DURING SEE SHEET P 7 Know marsbeim. 2 < C-7 EXCAVATION ION AND TECTION OF TOTHERHESE UWORK NECESSARY w LJ-J D3 G7 FOR METER INSTALLATION. ANY ADDITIONAL O � MATCH LINE Call before you dig. O D FITTINGS AND PIPE REQUIRED SHALL BE Q (V (/) v S E E SHEET P 7 \ PROVIDED AS PART OF THE STANDARD BID L� MATCH N E ITEM FOR EACH BASE METER INSTALLATION. n LLJ i C7 � I l l� I _ Cl � I� WI W � IIJ z LL_ W W O LLJ 0- a < \ a M z 0 o � 6275' 6275' 00 W M O o N GROUND 6270' LLJ Z 6270' a �I EXISTING 4" N/ W�J � � (1) L J a Z = (/) U (n U 6265' � ' o LLJ LLJ 6265' H �n w QROFESS/OHq 6260' 6260' No. C5900 A w * Exp. 6/30/19 m sy CIV\\- �P o qTf OF CA1 a U c E [if 0' w � cn � D_ � � moo' � D_ � Q _ � � � � � moo' � � w � cn � � 0' 0' � D' moo' moo' OD' D' 0Of0_ 0Q' Q' DATE: FEB 2018 w wa' w w w w w L� w ww w w w � w w w w w � ww � ww � ww O � wbiw Ob Ob Ob O � Ob OLd OLdL OLd O � � w O � OF_ O � O � O � � � W W J Q H W W W W W W W W W W ? W Ld W Q W W W W W J Q H W W W W W W W W W W Q W Q W Q W n r � � � W � � � � � � J � � J � � J � � SCALE: 1 = 20 W - W W � W W W - W - W WW0 W � W � QLv W = W = W � W � W � JW0 JW0 JWp c J rxa J 0 I rxa J r7� J rxa J rxa J r J J r7� J J Z J rxa J rxa J 0 J rxv J rx� J r J rxv J rxa Q J Z Q J Z Q J Z 3 � J m Z � J � J � J � J � J J � J � m Q � J � J m Z � J � J � J � J � J D Q D Q D Q DRAWN: TJR y Q J O 0 Q Q J Q J Q J Q J Q J Q Q J Q 0 Q J Q J 00 O Q Q J Q J Q J Q J Q J Z_ Z_ Z_ � Q LOO � Q � Q � Q � Q � Q � Q � O � Q Q � O � Q � Q � Q � Q � Q � cn mac/) J] v) I— M D H H H H � H 0 L N D H W Lv W z nJv L z L z L z L z ( z z ( z (0 � > � z z MJv r z 0 z 0 z m z � z -1 > ; _j > ; � > FILE: 15W011 N J D N N N N N N N J � N N ` J D N N N N N Q Q Q Q Q Q � o Q M M M Q Ld M M Q M M M W W w H W w W � zN cn � zN = z � = z � = z � P 6 O 3 I� 17 14 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 Q 1 1 oL VV L - VV L VV VV YY O ll � CAI PL SEE SHEET P6 STA 1 +81 , NEW FIRE HYDRANT INSTALL. I SEE SHEET P6 cf) MATCH LINE N 6" X 6" FLG BRANCH TEE STA 3+74 INSTALL NEW 1 " STA 4+30 NEW FIRE HYDRANT 0 MATCH LINE D Q N 6" FLG X MJ GATE VALVE = WATER SERVICE CONNECTION, INSTALL: I v) 0 o :3: 2 - 6" GRIP RINGS O WITH DOUBLE 4" SERVICE, AND WATER METERS. 6" X 6" FLG BRANCH TEE o APPROXIMATELY 5 LF OF 6" SEE 6" FLG X MJ GATE VALVE O PVC RESTRAINT JOINT PIPE STA 2+54 INSTALL NEW 1 "' = v 1 U rn 4 1 3 2 - 6 GRIP RINGS C (� FIRE HYDRANT ASSEMBLY WATER SERVICE CONNECTION, APPROXIMATELY 5 LF OF 6" 4" STEEL N rn STA 1 +23 INSTALL: VERIFY LOCATION IN FIELD 1 WITH DOUBLE 4" SERVICE AND D2 D3 D3 WATER MAIN � � " co MAINTAIN TWELVE INCH (12") SEPARATION W/ENGINEER WATER METERS. PVC RESTRAINT JOINT PIPE I 39" TOP ABOVE SEWER MAIN AT CROSSING SEE FIRE HYDRANT ASSEMBLY r� RO K 6 DER, FENCE 2 4 1 3 a VERIFY LOCATION IN FIELD a STA 5+10 INSTALL: STA 1 +00 INSTALL: TEL HYDRANT PR T IN PLACE D3 D2 D3 D3 W/ENGINEER MAINTAIN TWELVE INCH (12") SEPARATION 6 FLG TEE RISER REMOVED " I ABOVE SEWER MAIN AT CROSSING F- N 1 -6" FLG X MJ GATE VALVE FROM PROJECI� PROVIDE AND INSTALL 5 INSTALL 417 LF OF 6 CLASS 6 2-6" FLG GATE VALVE N TREE PROTECTION, SEE D4 350 DIP OR C900 CLASS 235 O BRICK RETAINING WALL \ 2-6" FLG X 4" MJ REDUCER \� PVC, SEE 6 C PROTECT IN PLACE 1 PL J 2-4" FLEX COUPLING RICK RETAINING WALL 1 2 1 2 D1 PROTECT IN PLACE � STA 5+27 END m APPROXIMATELY 10 LF OF 4 D1 D1 D2 D2 PROTECT DROP INLET, INSTALL. RISER PVC RESTRAINT JOINT PIPE O� \ SEE 6 FLG TEE v? KEEP FITTING AS CLOSE TO O \ N PROTECT SEE INLET, SFD SFD SFD SFD U) 1 -6" FLG X MJ GATE VALVE Ow 42 PAVEMENT AS POSSIBLE LQ � N TV 6 2-6 FLG GATE VALVE _ 9 CO �\ p 12 4 12 2 8 RISER 12 2 4 12 2 0 RISER D4 2-6" FLG X 4" MJ REDUCERTV Q Q RISER FENCE (� 2-4" FLEX COUPLING = LO D1 D1 D1 D1 D1 SS S S GS SS SS GS 2 o q C APPROXIMATELY 10 LF OF 4 LF • DRIVE DRIVE O STA 1 +00: cn r LDI +� PVC RESTRAINT JOINT PIPE U IF NECESSARY TO NEW 6 PIPELIN 1 2 3 4 5 ACCOMMODATE STA 2+00 STA 3+00 STA 4+'00' STA 5+00 � D 1 D 1 D 1 D 1 D 1 6" TEE, RELOCATE EXISTING " cn D WATER SERVICE TO THE WEST, o SSMH oo = 6" 6" SS - 6>> S — SD PER BID ITEM 7 \ � � SSMH L� STA 1 +53 WATERLINE PROTECTION AT 0 \ �\ \ \ R STA 4+80 WATERLINE PROTECTION AT 1 > -- WOOD RETAINING M o < STORM DRAIN CROSSING, SEE 1 STORM DRAIN CROSSING, SEE D2 \ WALL >> D2 >> >> >> 0 " 2 BUSHES 1 3 \ DI A/C PID C A A C l 3341 , 3345 HEAVENLY VALLEY RD DI f INSTALL NEW 1 WATER SERVICE, WITH PLD3 D3 \ 177) SS DRIVE SS SS DRIVE GS SS DRIVE S DOUBLE '3" SERVICE, AND WATER METERS. STA 1 +22, INSTALL' ROCK BORDER, WAY AY WAY � SEE 4 2-6" 45• MJ ELBOW \ PROTECT DROP INLET, PROTECT IN PLACE �D)2 3 � D3 D3 *** *** D1 � � - SEE RETAINING WALL, PL FITTING cn STA 1 +23 INSTALL: O FENCE ROCK***NO REQUIRED*** � -2-6" MJ 45° BEND D4 PROTECT IN PLACE WALL U U) APPROXIMATELY 6 LF RETAINING WALL PROTECT DROP INLET, SD \ PROTECT IN PLACE CD OF 6" PVC RESTRAINT O P FENCE SEE M Q c JOINT PIPE �• PROTECT IN / O 1 @33 � � STA 3+17 INSTALL NEW 1 STA 3+78 INSTALL NEW 3 4 � \ PARCELS IDENTIFIED BY To RECEIVE A NEW N ***FITTING*** WATER SERVICE CONNECTION, PLACE WATER SERVICE CONNECTION, * �I WATER METER INSTALLATION ON EXISTING WATER *** *** SERVICE. ASSUME .. METER FOR ALL SFD UNLESS T REQUIRED STA 2+52 INSTALL NEW 3/4 AND WATER METER. I OTHERWISE INDICATED BY ENGINEER. N I 3 WATER SERVICE CONNECTION, WITH DOUBLE 4" SERVICE, AND WATER METERS. SEE (j) (�@ (j) I/Ac�N r y 1. VERIFY IN THE FIELD THE ACTUAL INSTALLATION SEE SHEET P 8 AND WATER METER. SEE � (�J LOCATION ON THE PARCEL. DURING THE SEE MATCH LINE D2 D3 (j) a� 4 1 3 CL (n `' 1 TOSIGN DETERMINESS EVERY HE NEEDEFORRA WAS MADE W = D2 D3 D3 m ( TRAFFIC-RATED OR NONTRAFFIC-INSTALLATION. Z 12 2 5 12 21 �J ) BASED ON FIELD CONDITIONS TYPE OF METER PL 12 12 2 9 \ IS SUBJECT TO CHANGE. J \ 0 0 2. CONTRACTOR WILL ENCOUNTER GAS, WATER, I� m O SFD SFD v FD u5FD SEWER AND OTHER UNDERGROUND UTILITIES IN L� � O VARYING HORIZONTAL AND VERTICAL PROXIMITY W --DLL 1 > DURING METER INSTALLATION. PROVIDE PROPER CD Cal Knowwhat'sbelOW cn PROTECTION OF THESE UTILITIES DURING 0 o � Call before you dig. 6 S E E SHEET P 5 V EXCAVATION AND OTHER WORK NECESSARY Q (n I MATCH LINE FOR METER INSTALLATION. ANY ADDITIONAL \ V J FITTINGS AND PIPE REQUIRED SHALL BE \ LLI D C� PROVIDED AS PART OF THE STANDARD BID C) > (/ I k-: D ITEM FOR EACH BASE METER INSTALLATION. WII W � J LL LLI LLI 0 STA 1 +00 STA 2+00 STA 3+00 STA 4+00 STA 5+00 W 0- Q U \ a � \ zM 0 O 6270' 6270' 00 LJJ M 0 o N GROUND ELEVATION 6 6265' 265' m a I z 4" WATE 6260' NEW 6 4 WATERMAN 6260' W 0 QRpFESS/pHq H. 6255' 6255' N No. C5900 Exp. 6/30/19 m o sgTF FI A a U E c F F Fj 0 o' a' o- D- o w = r7 z o z r7 w �- _ cn o cn N (n cn m cn U) r- U) 00 U) "t cn 00 (n � (n o = I- cn o w N z Z o_ z I� w = o o' cn o a' a' DATE: F E B 2 018 w w o � � N - r7 - � � ooL, tcn � c� � � � � 00 cn � � � � ocn rN LL � c� co rn - rn � C4a- "tD- wD- � ww O W O W + FO + � + � + O + J + + . + + + r+ = rj � rj : rj = + + + + J + + O + � + O + � + BCD rr QL QW y w w Z - J N N N r7 r7 t J � Z L(� _ Z W �i ui W �i � n r a' U' �, Qa Q Q � a Q Q � � � � � Q Q Q � Q a � Q � ¢ N Qcn az aw a �o � -_j It � SCALE: 1 = 20 i w ; Q � H ~ Q r7 H V) J � (n J U) (n H J r7 H H Q H (n J J J M� J Mla �/ (n (n O (n U' (n (n J (/7 Q (/7 Q (n J (n Lo z cn cn (n O (/7 Z 07 W ul X r7 > DO > O QJ Q J w cwn z � � — - _ cn Z Lw z a DRAWN: TJ R Q Q w `\' Q cn z (n Q `° N w � 0 � z u m O Z z O _j (/') w cfl (n cn c0 Z 0 Lei Z O N z N z z z w > J 2 ; J FILE: 15W01 1 = mow = NLd Z zN O Mz P 7 3 Ln o 15 OF 17 a SHEETS X ASBUILT 01/19 GAB 1 2 c� \ 5FD \ C) U 5F 0) cn �11 It- 'UP) Nr co s P o � 2 " u " P� XISTING 2" n � \ NEW FIRE T � e� J N �, �-- 3230 MARLETTE CIR A PROXIMATE LOCATION INSALL. INSTALL NEW 3/4" 4 M6" FLG X MJ BRANCH VALVE J WATAND WATERVICE METER.NNECTION, P��, 2 — 6" FLEX COUPLINGS p PP m q e� 2— 4" GRIP RINGS) c 4 1 3 C2 co co TEL 0,3 �` D2 D3 D3 APPROXIMATELY 2 LF OF 6 \ w & RISER CHANGED FROM 2 — PVC RESTRAINT JOINT PIPE o O 3" WATER 1230 1234 JOBS PEAK APPROXIMATELY 3 LF 4" SINGLE WATER , Vv Q 4 ***CHANGE***' E � PVC RESTRAINT JOINT PIPE SERVICES TO 1 — 1 EAR 7, �� e 1248 JOBS PEAK DR WATER SERVICE CONNECTION, FIRE HYDRANT ASSEMBLY \� DOUBLE SERVICE / 6 SEWER MAIN q" WATER SERVICE BOX cLzi v °� T� I DO B E :,a" „ieE VERIFY LOCATION IN FIELD W ENGINEER J' ., � o o / INSTALL NEW 3/4 BAH CF�'�,�� TWO SINGLE / S D 52 DEEP WATER SERVICE CONNECTION, SERVICES A AT 4 TOP O O 1011c, o AND WATER METER. SEE 4 1 3 SEE D2 D3 D3 U.) D2 SFD 2 ** GRID CHANGE 1 BUSHES D3 FENCE 4" STEEL WATER MAIN �FD PROTECT IN PLACE CURRENT GRIDS SHOW SFD l ' " A/C ROCK 12 � 4 R 1 � � „ T � �` S WAY DRIVE 48 BORDER C 6 STEEL 1222 s � DI � o A/C �p D3 D3 sS GS \S- G GS Ln UI R/W R/W WAY WAY R/W p 2 _S — „ / „ PROTECT DR INLET EOP GAS 2 GAS w 2 GAS 2 PROTECT DROP INLET, LLB / SEE v SEE HYDRANT RELOCATED TO \ 8 S E\\ �\ PROVIDE PROTECTION,AND 5 e� MH D4 3225/3229 MARLETTE CIRCLED4 J 6 SS INSTALLATION ON 4" STEEL MAIN 6" SS 6'� SS 6" SS LLJ 3" S� SSMH D4 LLJ LE AN OR ^\ NEW FIRE HYDRANT - EOP INSTALL: �S 6" W „ 4" STEEL WATER MA M `L 4" MJ X 6" FLG BRANCH TEE © /C C P� 'P >P A PP — PARCELS IDENTIFIED BY TO RECEIVE A NEW 44" TOP � � � 6" FLG X MJ GATE VALVE R/W WS e e WATER METER INSTALLATION ON EXISTING WATER » AY o WAY © G WAY SS WS 8"P1 " GS WS SS GS WS SS OERVICESES ASSUME EDMETER FOR ENGINEER. SFD, UNLESS 4.00 OD 1 3 TV 2 — 6 FLEX COUPLINGSWAYD3 D3 RISER 2 2— 4" GRIP RINGS 41 1231 RISER 1227 1221 217 1. VERIFY IN THE FIELD THE ACTUAL INSTALLATION APPROXIMATELY 2 LF OF 6" LOCATION ON THE PARCEL. DURING THE PVC RESTRAINT JOINT PIPE FENCE DESIGN PROCESS EVERY EFFORT WAS MADE W SFD SFD SFD SFD TO DETERMINE THE NEED FORA B K ING WALL APPROXIMATELY 3 LF 4" TRAFFISFD gASEDCONAFED OR LD CONDTONSFINPE OF METERPVC RESTRAINT JOINT PIPE 4 STEEL WATER M N PROTFC;T PLACE FIRE HYDRANT ASSEMBLY 38" TOP 81 IS SUBJECT TO CHANGE. _j U W 3 VERIFY LOCATION IN FIELD W/ENGINEER M 4.00 OD M M 2. CONTRACTOR WILL ENCOUNTER GAS, WATER, W WATER SERVICE \ SEWER AND OTHER UNDERGROUND UTILITIES IN I I 75" DEEP C-1 VARYING HORIZONTAL AND VERTICAL PROXIMITY I I I 1 3 ^\ KnoWmarsheim. 1 3 1 3 DURING METER INSTALLATION. PROVIDE PROPER O PROTECTION OF THESE UTILITIES DURING Call before you dig. D3 D3 D3 D3 EXCAVATION AND OTHER WORK NECESSARY 1 3 2 D3 D3 6 FITTINGS AND NS PE REIQUIREDYSHALL ADDITIONAL J J D3 J PROVIDED AS PART OF THE STANDARD BID 1 D1 a a r ITEM FOR EACH BASE METER INSTALLATION. W W � IIJ I__L W W O LLJ 0— a < \ a 00 M z 0 o � 6265' 6265' W M o N 3 � 6260' —� z z 6260' EXISTING U) LLJ ATION W I J (nU EXISTING unU AND 6" AIN 0 6255' I Q W Q 6255LLJ ' W w Qcn ROFESS H.R y Fyc i 6250' 6250' No. C5900 w * Exp. 6/30/19 m a ITT CIV\L ��Q a f OF CAUL U c a �_ �_ m _ Yo- � DATE: FEB 2018 w w w 0 Ld Ld Ld w LL o Ld Q w D- 0 Ld o w � Qw w Qw w w Ld � Q � w w c L�.I Zi � Ld � Q Ld L'I W Q W Y Y „ , a a SCALE: 1 = 20 LLI � r Z LLI U) Lu Lu c J J Z J Mir m W Z J rx� J rxa J rxa mQ J � rxa rxv 3 � 0a m _j cnCDQ of _j m _j J cn _ � mz cn _j cn _j DRAWN: TJR y Q Z Q J m z Q J Q J Q m J � Q m J m J � N Q ON Q Q 0 Q 00 0 Q 0 Q 0 J 0 M U) J U (n 07 Z (n N W (n (n r, J > N z 00 � > N z N z r z = _j r z z FILE: 15W01 1 N Q � N — Q � N — I"� — — J > — N — N ANC N0 � 17 M N �j � Ld N z � z � � z � p 8 3 N — 16 OF 17 a SHEETS X TRAEE C CONTROL_ NOTES MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING SIGNS SIGN STATE MIN SIGN 1 ) ALL TRAFFIC CONTROL SHALL MEET OR EXCEED THE REQUIREMENTS AS OUTLINED IN THE DIMENSION B DIMENSION C DIMENSION D MAXIMUM MAXIMUM SYMBOL DESIGNATION PANEL SIZE ALTERNATE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CALIFORNIA MUTCD LATEST SPEED "S" MPH MINIMUM CHANNELIZER DIMENSION A MINIMUM MINIMUM DIMENSION E CHANNELIZER EDITION 8c CITY OF SOUTH LAKE TAHOE STANDARDS, UNLESS NOTED OTHERWISE. IF SIGN SPACING MERGING TAPER LENGTH SHIFTING TAPER SHOULDER BUFFER SPACE TAPER SPACING TAPER TANGENT SPACING DEVIATIONS FROM THE TYPICAL TRAFFIC CONTROL PLANS ARE NECESSARY THE CONTRACTOR ROAD WORK C23 30 x30 AHEAD" ® 36"x36" C18, "ROAD CONSTRUCTION SHALL SUBMIT AN AMENDED TRAFFIC CONTROL PLAN TO THE SOUTH TAHOE PUBLIC UTILITY 25 125 FT 125 FT 63 FT 42 FT 158 FT 25 FT 50 FT AHEAD DISTRICT FOR APPROVAL. 30 180 FT 180 FT 90 FT 60 FT 205 FT 30 FT 60 FT 35 245 FT 245 FT 123 FT 82 FT 257 FT 35 FT 70 FT 0 2) PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR IL 40 320 FT 320 FT 160 FT 107 FT 315 FT 40 FT 80 FT IL APPROVAL, A TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC THROUGH THE PROJECT SITE. 45 540 FT 540 FT 270 FT 180 FT 378 FT 48 FT 98 FT DETOUR AHEAD Cl 36"x36" NONE 3 ALL ADVANCED WARNING SIGNS SHALL BE 36" X 36" MINIMUM C23 "ROAD WORK AHEAD" OR 50 600 FT 600 FT 300 FT 200 FT 446 FT 48 FT 98 FT �- 55 660 FT 660 FT 330 FT 220 FT 520 FT 48 FT 98 FT U C18» ROAD CONSTRUCTION AHEAD>> SHALL BE 48 X 48 MINIMUM. FLAG MAN SHALL BED 60 720 FT 720 FT 360 FT 240 FT 598 FT 48 FT 98 FT m LOCATED FAR ENOUGH IN ADVANCE TO CONTROL TRAFFIC THROUGH THE WORK AREA. 65 780 FT 780 FT 390 FT 260 FT 682 FT 48 FT 98 FT tl 4 PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36" HIGH AND PLACED A MINIMUM OF 20 LOCAL AGENCY 1 ,000 FT 1 ,000 FT 500 FT 330 FT 1 ,000 FT 48 FT 98 FT SINGLE C21 36"x36" C20(Rt), "RIGHT LANE CLOSED Ld ti �? FREEWAYS AHEAD", USE (LT) AS APPROPRIATE O FEET APART. AHEAD � m PEDESTRIANS N/A 20 FT 10 FT 6 FT N/A 3 FT 6 FT �, T BICYCLISTS USE ROADWAY 75 FT 38 FT 25 FT N/A 12 FT 25 FT o 3 a 5) CONTRACTOR TO MAINTAIN ONE LANE OF FLAGGER CONTROLLED TRAFFIC AT ALL TIMES DURING SPACING -� CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC CONTROLS SHALL BE LIFTED, RICH TRAFFIC BARRIER REMOVED AND TRAFFIC FLOW RETURNED TO NORMAL. LANE USE C20(Lt) AS U) CLOSED C20(Rt) 36 x36 APPROPRIATE H EA 6) CONTRACTOR SHALL MANAGE AND BE RESPONSIBLE FOR ALL TRAFFIC CONTROL OPERATIONS TO ENSURE PUBLIC SAFETY AND SHALL PROVIDE AN EMPLOYEE TO BE ASSIGNED TO FULL to TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES. C9A 7) ALL TRAFFIC CONTROL OPERATIONS ARE SUBJECT TO APPROVAL OF THE ENGINEER AND MAY C9 36"x36" FLAGGER BE REQUIRED TO BE ALTERED BY THE CONTRACTOR IF IT IS PERCEIVED THAT A DANGEROUS (SYMBOL) CONDITION MAY EXIST. THE CONTRACTOR SHALL PROACTIVELY MANAGE TRAFFIC CONTROL OPERATIONS & MAKE ADJUSTMENTS AS NECESSARY TO ENSURE PUBLIC SAFETY. FLAGGER C36 36"x36" NONE AHEAD LEGEND : PREPARE W2, USE (LT) OR (RT) CONSTRUCTION/TRAFFIC CONTROL SIGN: STOP W1(Rt) 36"x36" AS APPROPRIATE TO DELINEATOR: o W Z �LANE W C30 36"x36" NONE U W DIRECTION OF TRAFFIC FLOW: CLOSED W = � u� 0 FLAGGER: Q 0:� --] 25 W6 30"x30" NONE 0 MPH LLJ LLJ O END C14 36"x18" C13, "END CONSTRUCTION" U L ROAD WORK @ 48"08" a ROAD < C M WORK TRAER C CONTROL- WORK ZONE IN PROJECT AREA � C AHEAD LL- LL- ILI 30 MIN DELAY 00 LJ] `� POSSIBLEto END FLAGGER 0 ROAD WORK N ROAD PREPARE SINGLE WORK LANE TO m AHEAD AHEAD U) STOP "A„ "A" „A" a i z [!POSSIB: MIN ELAY FLAGGER Z E AHEAD W FLAGGER of W w �Vq o0 o w O00000 H.R y Fyn, ° ° ° O ° ° O �o No. C5900 w0 O * Exp. 6/30/19 m CIV\L P oTF OF CAUL \ a U " TAPER BUFFER TAPER BUFFER FLAGGER SINGLE PREPARE ROAD "A" "A" "A" WORK ZONE AS NEEDED "B" "E" "B" "E" AHEAD LANE TO WORK DATE: FEB 2018 aSTOP AHEAD AHEAD a END SCALE: NO SCALE ROAD ROAD WORK FpOSSIBLE MIN DELAY WORK DRAWN: TJR AHEAD FILE: 15W01 1 30 MIN DELAY POSSIBLE 3 TIC 1 17 OF 17 a SHEETS X