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2010-10642 I (Plans) ' STOR • WATER ROLUTION CONTRQL BMP NOTES 51 _ PLAN FOR THE CONSTRUCTION OF _ WORK TO BE DONE , RELIT-. V TO CONS`TRION ACTIVITY- 8 •V l� E� MAIN EXTENSION ENSI.ON . ON IMPROVEMENT CONSISTS OF THE FOLIDANG WORK TO'BE DONE ACCOR DING TOT7•IESE PLANS THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC , d ' COLE RANCH ROAD WORKS STANDARD SPECIFICAMONS, SAN 'DIEGO COUNTY REGIONALSTMOARD CONCRETE WASHOUT DRAV;f1NGS, AND SPECIAL. PROVISIONS FOR IMPROVEMENT OF SU91DIVISION STREETS v SITE a AND STANDARD REFERENCE DRAWINGS Co TRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT J ARE TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, CITY ENCINITAS MOR {AR, STUCCO, PLASTER AND THE LIKE INTO THE SIGN DES GN CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LEGEND LOCH ION. - ENCIN TAS 4i T I I ITgM Sf I CCONS RUCTION SITE ACCESS eyo 1 I p SYMBOL * A TABILIZED CONSTRUCTION: SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AM pa, EXISTING CONTOUR LINE ,,,,,,,98 •• „ AND NGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES, EXISTING SPOT ELEVATION s9 FROND'$"Pl/C 00) CONS RUCTION VEHICLES a,er SEWER MAIN r� d COLE RANCH ' ROAD $ • . s-- ExISTIN�8'pyc saw EXISTING SEWER MAN HOLE_ f� R DWG CS-381 �- o - _—� N p pwtG acs S * A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR r^ EXISTING 8 PVC SEWER MAIN _ -- MAINTENANCE, ALL VEHICLES REPAIRS SHALL€BEEMADE OFF-SITE. OUTiNE EQUIPMENT Z 5 �g , p EXISTING liX•t T-1NG M#lrltlGO ^S,X. TINriM:41 S--S g ' EXISTI14G EDGE OF AC PAVED n.- �- EROSION CONTROL F Aft 110E Age—as"SAN 8" PVC SEWER S * EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES EUJO I I I I � ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT AP I ! ( ND56P4 PVC MAIN EXTENSION SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, _ ucoow I I tRTetZ4L_ PROPOSED 4 PVC SEWER LATERAL PER SORD S-15 S S-0 AND BONDED FIBER MATRIX. I PiZ01}J8 LATE RAL ED4"PVC TRENCH RESURFACING PER SDRSD - 4A * NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER: al s(rwlIZ ro ' I I PROPOSED SEWER CLEAN PER S 3 0 * DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE GENERAL NOTES I ; PN(2G5 0 2-23-0 a� I S CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING I - pRORZSeD 5"SeWER PERMANENT AND TEMPORARY EROSION CONTROL M€ASURES. ! * REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS I AzeNeNT• 1 w J I PROPOSED 8"CAP UNIT S 1. A NO FEE 'PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT I I I i 4 a SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. I I I 1r�s y� GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. _— —_-t---�-- ( �` DECREASE EROSION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL I ALLEY (CLOSED) * TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS I — - -------; --- N NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. rr T — PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR AND BIND THE SOIL.( � � . `� , KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHAWN ON THESE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES ( ACTIVITIES ARE COMPLETE. TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLAN'S. A 26 -022- 00 i * WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE I I ; �/ ON-SITE CONSTRUCTION MATERIAL STORAGE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UN ERGROUND I I FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIP i I SCALE 114,GO" * STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WALL STAY DRY TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO $ ACT ® EjCNtCR QF �0 STORED ON-SITE. STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH * ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. THE UNDERGROUND ENGINEER G STOCKPILES . COMPANY REPRESENTATIVES. AFFIC THE NOTES AGREES THAT THE WORK PERFORMED BY THE ENGINEER ST PILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE - SHALL COMPLY WITH THE GENERALLY ACCEPT STANDARDS AND PRACTICES ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND ENGINEER'S TRADE OR PROFESSION. THE EIIGHVEER FURTHER AG OF THE STORMDRAIN INLETS. STOCKPILES SHALL, BE COVERED OR PROTECTED WITH SOIL "UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL REES THAT THE WORK CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7-10 OF THE STANDARD SPECIFICATION, PERFORMED HEREIN'SHALL IN ACCORDANCE WITH THE RULES AND A REGULATIONS STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND SAN DIEGO GAS & ELECTRIC COMPANY. SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND REQUIRED THE PERIMETER AT ALL TIMES. BY THE CITY OF ENCINITAS. THE' ENGINEER AGREES THAT ANY PLAN CHECK * TELEPHONE: (800) 422-4133 MAINTENANCE WORK ZONE (1985 EDITION) OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK 2. THE CONTRACTOR SHALL MAINTAIM RAFFIC FLAW IN BOTH DIRECTIONS IN CONFORMANCE WITH ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE TRAINING NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. CALTRANS STANDARD PLAN T-1 IA T-12, OR T-13 DURING THE. WICRKINe HOURS OF 9:00 A.M. 79 CITY OF ENCINITAS OF THE TECHNICAL.SUFFICIENCY OR ADEQUACY OF THE PLANS OR * CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE-CITY TELEPHONE: (619) 546-3606 3:00 P.M., MONIMY THROUGH FRIDAY, UNLESS OTHERWISE: AtUWRIZEU, NO WORK THAT OQSTRUCTS DESIGN , AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR OF ENCINITAS NORMAL TRAFFIC FLOW WILL SE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER VRY POLLUTION C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK- THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON, THE ENGINEER AGREES CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING " NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. MEN CONSTRUCTION OPERATIONS ARE NOT TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,AGENTS, ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL"TRAVELED LANES OF ROADVAY• NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN AND EMPLOYEES PROM PROPERLY DAMAGE OR BODILY INJURY ARISING SOLELY FROM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. THE PROJECT AREA TELEPHONE: (760) 633-2709. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS 4. ALL TRAVEL LANES WILL 8E A MINIMUM OF 12' WIDE UNLESS OTHERWISE SFIOWN. OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND WASTE MANAGEMENT D. TI IF CONTRACTOR SHELL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK 5" PEDESTRIA FLOW WILL MOT BE DISTI/RIBED UNLESS OTHERWISE SHOWN. EMPLOYMENT AAND�R 1$I OUT OFTHE WORK PERFORMED BY THE ENGINEER. NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. / ,i * CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALj WASTE AND NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES 6. TRENCH P TES TO BE PROVIDED WITH SKID RESISTANT SURFACE. / UNUSED CONSTRUCTION MATERIALS. DUMPING OF. UNUSED OR WASTE PRODUCTS ON THE CONTACT COX CABLE TELEVISION COMPANY. 7. THE CON ACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED , GROUND , WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY TELEPHONE: (800) 422-4133 POSSIBLE RAFFIC I)ETOVIZS AT LEAST 72 HOURS PPJOR TO COMMENCING VXRK. 4 ' ( �/Q/ // PROHIBITED. 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY S• ACCESS FOR FIRE AND MER EMEMENCY VEHICLES SHALL BE MAINTAINER AT ALL TIMES PLORINQ ROBERT CHAN * NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES INSPECTOR. PROJECT CONSTRUCTION, RCE; 24613 EXPIRES 12-31-2011 SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN COMPANYADDRESS: 9833 PACIFIC HEIGHTS BLVD CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO SAN DIEGO ,CA 92121 WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), PHONE: (858) 457-4515 WITH ANY TRASH MATERIAL. AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 9. ALL-PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL * MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE BE`SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL, PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS THE CONTRACTOR. MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-119'5. FOR 10. ;HE CONTRA:, 4< SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING 1N INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. PLACE. NO LANDSCAPING OR ;MPROVEMENTS 'HALL BE DAMAGED OR REMOVED WITHOUT PRIOR * POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND APPROVAL OF THE CITY. RECYCLING RECEPTACLES AROUND THE SITE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK 'WHICH IS, DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY'A REGISTERED CIVIL ENGINEER 'OR A * PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. TO THE CITY OF ENCINITAS, PROOF OF RECORDING. * ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND 12, ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, STORMDRAIN. CONTRF.;TOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS, GUTTER AND PAVING. HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760-633-2770 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8 OF THE STANDARD SPECIFICATIONS. FOR NCRE INFORMATION ON STORMWATER 15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT" DRAWINGS ON WHICH ALL CHANGES OR POLLUTION CONTROL E CONTAC AND VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS-BUILT" REQUIREMENTS PLEASE CONTACT THE DRAWINGS „S SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED, ENGINEERING DEPARTMENT, CITY OF 16. MATERIALS OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT AS BUILT" rynf ENCINITAS AT (760) 633-2770 APPROVAL BY THE CITY ENGINEER. A? •Y 2rti4�� r 17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR' IS REQUIRED TO z �a� '' PUBUC YORK$ DEPAI�VII~NT Q�V' AIN MUN�IPAL WATER DIST. O OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS ENCINITAS FIFE DEPARTMENT No. 1� APPROVED AP PROVED ^, . WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A" PERSON IS REQUIRED TO DECEND. �xi+ 1? fl " -7 APPROVED �` d Lf7 oyf Lsq, d/-3/--/Z BY Am*&b R•. D� / B DATES1-1 BY: ` LYkTE 2.�,ZD11 (�- •, I�-11-Io DATE / �/�� :. Q 51L'+NE6 8Y Y �sECI: Pa _ ,. , - E QiiAWN_6 Y AEVlSIONS APF+k1tt�VV) ® �. .., , DA -ft BENCH MA#�K SCALE Sf�ECIAL DISTRICT. _ : . , . - ., � �. � , u�,; ,. ., ,� APPO SAL _ C Y .: t1� r DfARfi tarEi DING I . .,, . �. OE E��i N�ITAS o .• : . ., _ - . - _._.. .. u ' ASCRIPTION . M• _ - . . �. � LLJ : B , 2 9 2 IISIGSi IRS RLAf PRE1?A13ED UNDER SUPERVLSION OF RECOMIv1ENDED RO KMLTC. IMPRO EMENT KAN f : X d HORIZONTAL 1'.101 >. RECORD FROM: CITY OF ENCINITAS DA'T`E: 2 /IJ BY: /I/�' HER BY:P£TER TA- " 8t1 PVC SEWER MAIN, - 106421 TA co IaoBLES EXTENSION ON COLE RANCH RDLL . VERTICAL : 1' .5' R.C.E NO. 24613 DATE: 1I DATE: B f/ — FOR . SMARMA APURVA RESIDENCE ELEVATION: 120.568 NAV086 0 = T CHAN EXP.: 12-31-11 RCE. N0 : '- .. . RCE... NO.: _. % SHEET 1--O-F 3 •. ' i * STANDARD NOTES FOR SEWER [It ROVEMENT PLANS ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD w SPECIFICATIONS FOR PUBLIC WQRKS CONSTRUCTION, (LAEST EDITION), STANDARD THE SAN DIEGO SPECIAL N W r ^� SPECIE CATIONS FOR RUBLIC WORK PROVISIONS STANDARD (ADOPTED BY THE O _ SAN DIEGO REGIONAL STANDARDS CO ITTEE), THE SAN DIEGO G ` t` F zp. REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING ". _ 3 + SPECIAL PROVISIONS: GXIS ING G 1. TRENCH'WIDTH SHALL.BE PER SDRSD NO. S-4 UNLESS OTHERWISE w* a NOTED. Loo -2 _ -- , .� •yI \ -- --- — 2. PIPE AND BEDDING CONDITIONS. -- - - — (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4" CRUSHED ROCK BENEATH THE PIPE, _ - (B) V.C.P. AND A.B.S TRUSS PIPE BEDDING FROM BOTTOM OF PIPE P•. x " 95 TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, u EXl i _ R , I ` � CRUSHED AGGREGATE, NATIVE FREE DRAINING GRANDULA MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER o5y 06% (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE V4" CRUSHED rL. - • WALL USED ONLY WHERE PIPE t INVERT GRAD ARE R GREATER. ROCK A.B.S.A B S SOLID MAY BE GRADES SCAIX 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, O `�• SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN c•5 THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECED BY THE INSPECTOR. - t4 3+ Woo 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER .. SDRSD NO. S-17. POURED IN PLACE MANHOLE BASES SHALL BE A __ -- MONOLITHIC POUR FINFSSHED COMPLETE AT TIME OF POUR. -••.,-,--„_-...---"._.--•--.»' PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH B-INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. I., ........... '` 5. THE GONSTRUCITON OF 4-INCH EWER LATERAL PER SDRSD NO'S S- ::" 13 AND 5=14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 6• THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO, ' :......._............_.�, .,..:.... 5-10, TYPE A. ... :"'-"'••" 7. LATERALS SHALL BE CONSTRUCT WITH 42-INCH — '' p MINIMUM COVER. ALL MAINS AND LA ED Y .; ', p (J � $ ' V M .. �""»'.».._,. ,' __.... .................. AND FINAL ATTERALS SHALL AND Bf ELEVATION HOWN ON ORIGINAL NAS BUILT PLANS . .... ..._......._..._............. »....-.. `••` f •._........._ ......_._ PRIOR TO ACCEPTANCE OF WORK. z° .......... ...... .� e?_ �i 9. ( �; _ ....... PROPOSED B.° ,fi J '' Z CT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC 6, r �[ PR, Q QED ;x 5(3'PUS SEII 35 ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE CLEAMOUT , ERlwI EfISION EJCfA,GB"PLC SEI+ER ..»........... pia PRIOR TO PIPE ! :_.._. - ,NA/tU DWG GS3/... PER S''3 - ' 10. ST BE COMPLATED TO 90 ' INSTALLATION. �� 1 $�� ..._....__._._._......, FILL MU lb ,(c _ , .,.... S. ` O ' S $ S 11. I3 S INSPECTION OF PROJECT. PHONE NO 6 2770 TO ARRANGE ' THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS 74m oq� O 9900, 'I °"'" ° °�— DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK RANG - 99 ..._. /r _?" %i—�/r 'l/'�A �' t�' 'A� ....... �''—�/+—�'�n— FOR IN 3 TRENCH RESURFACING c°`s 12 •�”' FROM THE CITY'S »:.• CONTRACTOR SHALL STAIN A PERMIT ............. PER SDRSD G4 g• _ ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN „•......•• ..... , EXISTING CITY RIGHTS-OF WAY. ......., & '� IXIST/AKA AC 8 Z RWEA%ENT r'` O 13• THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK ✓. AL °s :6 J ,�_,t__ ,L _ 'i rs�_�• FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE Of ..._....... ....... .......................»... "" ................ .�°"yam THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR g+v •,..• � ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE •-.-•.-'•--.. ,.,._-----,-..... -: DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN ... -YEAR PERIOD ........... _ ...... ........ ..: � WORKMANSHIP ANl) OR MATER WITHIN THE ON P, PVC l ,._... THE O CE I ORDINARY WEAR AND TEA UNUSUAL FROM DWNER�EX�PT N G WHATSOEVER .. ............:........._..-..... � � r , ,..».... •, .._ ...... ABUSE OR NEGLECT. � E i WITHOUT EXPENSE VER TO .._.. La .. ..... .. .. LATERAL SDR�ri s a3 ..- _. .. ::...... _ �. ........................ . ..__.._...._.........-........,.. .... ..... _. ........ _ 14. ••._.._.._.-. . ....... .......................... ................ -_•,,,- CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICTIONS, » » - j THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFIC�ATI N »•..» ............... »..... ........ ..........__-......-............ .....-..... /Q ...°- - •• ......� " - ...................................._..-. _........ _.-..._..........._... ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER •---•--•°""" \�• --•,,.. LATERALS LOCTED WITHIN PUBLIC RIGHT-OF-WAY EASEMENTS. PGSEQ ............... T TERABOVE ._.=,------- C�A`PN.9U -•- .-;,,_-,_„_- -,• , _ 15. FOR SEWER LATERIAL TABLE, SEE SHEET 2. ... _ .'. OR E ,_..: PROPOSED - ;, ��0(1T ............. ' °” 16. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ..._..._.......... ..... � � __•-„.....: .•- - ACCEPTANCE OF THE W ORK. '.... ,_, .. ..4Q4-° .................__ ,. ” I _ I INCH Mln. 12"Min. FEATHER TO ° ` 17 DEVELOPER MAY BE PUBLIC SEWERS CONSTRUCT-ED ACCESS ROAD � 6" � ---MEET EJIISIING PAVING ' 5� SEWER DEMENT PER E �L1d EAAND 14AY BE REQUIRED SEMENTS TO MAINTAIN THE TPUBLIC SEWERS.'ADDITONAL ACCESS " r DOGS+ ----- APN 265-022-26-00 DATE• EX18TINGACC 18 REQUIRED WASTEWATER RIOR O CONNECTION TO SYSTEM. PERMITS ARE &MSE . APN 265-0? 4-CO BASE MATERIAL_ \ ASPHALT CONCRETE..- 19. NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO J PLACEMENT OF PAVEMENT OR PERMANENT TENCH RESURFACING. y I / CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION, (SEE 0"As BUILT µa F N®.0-24613 n, T to RENCH"RE. FACING PER G-24 B _ NOT SCALE caL`F�� W � tom• 1 F_�• Cdr � - CII�:' I�-`tit•t� - 4[7 _ I� . » ! [I8[ONS AID D,A h _ , SATE .. .. 1� �RK SCALE � , . 3E _ ECFAL D �'RkC T �P VAtS CITY OF Q DE PLANS PREPARED UNDER SUP [vfStoN d LEI SCRIPTION OM, 1�Z DISK STAMPED RECOMMENDED ��PUBLIC IMPROVEMENT PLAN FOR .J EaC-24 Iio z TAL_ [" 10' DATE : 9 pro B „ - 8 PVC SEWQR MAX Exf EINSI I C31�1 COLE RANCH RD � It3C 42-I _3= '� = MA51R: -mm w_ F,71o7� RECORD FROId : CITY OF ENCINIW• PERTE COT.-ROB aC D- �, R.C.E. NO . 246#3 DATE : 3 DATE : o FOR SHARMA APURVA RESIDENCE ELEVATION : 1805168 NAM SS VERTICAL ; 1 =5 T CWAN EXP; 12. _ _11 � `f}' SHEET 2 OF 3 RCE_ NO ; I • l ',waumtvr®rewnaw'mue+mnxousvmmxrvmw�uwv:W, w®4mv,WUUw...•.... � ��v+sv`.na¢ucar. .,. � STEEL OR AYTACN FILTER FABRIC IEIOSSFSST SFSUNFIYTS UPSTNFAM SIRESFASST. WAR STRENSTA FILTER FANRIC:NNTSSNTWIAE- INESNSNPPART _ Imo!-''�� � - iC"T81N1N�IMIMNYSPNRAIN ;JFICAIENSESST•FENCE T }a:I 1wrTRNwr YMEB MT'FENSE sq �' I i,t . L1Rro1TET,N�111SIFAFTfB�S - I TOE CO RMTORSNALLINSP ECTARBWMN-FEMCE AFTER EAAN.STSFBAEYENT � - ANR NFMSYESMMENT. t.REMSSENSESNNMFTMM U BEREPSSW TO ARABIA TRATNNEt MTHRSTI TS SFRINENFBEF-SI(EANR 'RE' NLY STNFEER. . NIX a .......... S.SILPBN FEB EFFFICENCY FMI)SRSLBPE CSNTHSS TO FACILITATE MAW= SAT ME 1"A • FiCT TBSSIItE An _ ..: COLE RAN H .-- ROAD NOT TO Am ....................... : - � � 2 OOYFS OI�N i ............ ....... ..'- ■ t �. EX1S'T WG SE4VMH#ti6f :...•• SILT FENCE RIM _9937 :/ _... ............_......................__........__....._..I... . .. PER SE- I I.E. EXISTING DER MH 1160 . :; F NOT TO AIIAtf ' POSED " -381 EXISTING 6 PVC SEWI~R-'-' . ......... . MAIN PER DWG#G - iA6 9�i:la ---- ......_-._ NOT TO SCALE J ................._......._.._ _ LE . 192.1f3j • . T- �c� ` ' c l X2 0 a ,n : TR"- H RESURFACENG'' PER SDRD G-244 0 Mj XISTING.AC ap° cv PAVEMENT �E �C b PER SC-6, ,� ,� '� � .. . - _ ✓ t/... � �!t ;/ :'ae ,/. ,h ,.Jl .h ,h. � G .fi•• aF —� PROPOSED fSEWER PROPOSEDeSEWER LATERAL PER SDRSD S-13 LATERAL PER $DRSD S-13........_.. ._... . ................ . . . . . 101• ........ • ...........:r ............... I -.......n _ ___ ...--- .............•..-. n F .................. .: . ....... ............... ..r.......... .....� ..•• t j ''... r .......• I ...... ............ " :. ''-'... ... PROPOSED 4" ��.• ........... ..:"•- C 1- AM OUT ................... . . > ' , .._... AROPO O 4 . ... . ._ _ ...................... w t .. ... .... ter. •-- CLEAN OUT }04 LEffiND ................... \ F SEWER k�zEVENT P Eft• SCALE IN FEET r DOG a 3LJ ?//181 I"=ID' SIL FENCE PER SE-1 P•4TE APN 265-022-24.-00 GRAVEL BAG PER 6C-8, ' S\) I AS BUILT" W IDIM13 , Z to W 1 to _ _ DD I� , �ArNGNER1N D IARTIiENT NO RVISIO NS P R u t R DENCH S L SP CIAL DISTREC7 APPRfi3 LS CITY NrTA,. DRAT IIN to Iwl ,RK NCB 3 < R S PERVI ON OF FOR _DESCRIPTION BM2 I��'DtsK STAMPED PLANS PREPARED UNDER u Si � RECOMMENDED R EROSION CON'�ROL F+L.AN BNC-20 HORIZONTAL Im10' DATE: ?.7i /p lf: BY: . , ,� 0 _ -T=,/- - - 8 PVC SEWER MAIN EXTENSION ON COLE RANCHO RD '10642-I• MASKI - ,14#1 ER ' : PETER COTA ROB! W RECCN3D FROM : CITY OF.ENCINITAS VER CAL N/A t-" R.C•E NO • 24613 DATE : l 11. DATE • JV i FOR SHARMA APURVA RESIDENCE 1 ELEVATION : 120.568 NAVD 88 RO RT CHAR EXP. : I2-31-I1 RCE NO'..: SHEETS OF 3 Q LL