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Home My WebLink About2004 - Santa Barbara Road ,\ t Am AOL 'AOL AOL AOL IEL AOL AL 40 Ar AFIL IL a A IA e " LEaND PROPERTY LINE RIGHT—OF—WAY CURB SET 1 TITLE SMEMT e BACK OF CURB �, � GUTTER • SHEET - STANDARD ,�AN DARD NOTES SIDEWALK SHEET 3 SURA PLAN & PRIOFIL.E EASEMENT � EXISTING -- - - RETAINING'WALL 2:1 SLOPE EXISTING CONTOURS FINISHED GRADE CONTOURS H ., !NATER MAIN $ w. ... .. '" SANITARY SEWER 8r .. C9 \ -'' EXIST. EDGE OF PAVEMENT f STORM DRAIN EXIST. WATER LINE w \ ' EXIST. SAN. SEWER . . STORM DRAI TO PASO \ r,. EXIST. GAS RALES GAS MAIN / ft 33 EX. S.S. MANHOLE i 1 OSIt S.S.. MANHOLE S.S. LATERAL ,.. ,. ,.., s MATER SERVICE wv r WATER VALVE e/ f� ♦, > \ FIRE HYDRANT EX. FIRE HYDRANT i STREET LIGHT F,. L GAS LATERAL G t f t UTILITY TRENCH P,Ph,CTV— ,: \ UTILITY SERVICE sV PG&E 80X � EXISTING PGCE BOX PG&E ELECTROLIER TO PAC BELL PEDESTAL ! MOR O ' BAY SSW CLEANOUT _ \ TDP OF CURB TC \ TOP OF GRATE TG TOP OF FOOTING ��TE GRADE BREAK G \ PUBLIC UTILITY EASEMENT PE ATASCADERO FLOW LINE FL \ INVERT p JNV \ FINISHED GRADE FG FINISHED SURFACE F .�C uol NOT IN CONTRACT N. :C. ( N , mcmY TO - SAN LUIS J.• OBISPO I \ F J EC� J- T-M-A -Ui. SCALE 1` 40' 0 ti UlZ THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY, THE - BOUNDARY ItN.F'QIRMATO` HEREON IS INTENDED EQP ORIENTATlQN ONLY - AND AS SUCH IS NOT INFERRED OR IMPLIED TO DE A BOUNDARY SURVEY. UTILI COMPANY APPROVAL 4 oy ',(ljo� �D�PA;`. 9 CAS.. EL..,CTIi0. _. . DATE €�j o .' RK* �- �� BENCHMARK ECR THIS PROJECT T IS A STANDARD N�gHMA NGS BRASS DSC STAMPED RE �/ II4N , ; � .: � • . ;ATE � VE, _ � . ACS � ,�. . _ ® _ ._ NTA BARBARA RQ EET IMPROMENTS K N THE QUT SIDE QF 4Q 1 L.QCAD CENTER OFA CONCRETE 1L. Q NO BY DATE DESCRIPTION SANTA BARBARA "AD [DOE 1577 11.84 "EE FROM, THE EAST END AND .. ,} . EA Lf` GAS a�PAY DATE LEVELWITH Tt RQDWAY , L :. , _ . ,: .. 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ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE U.B.C., A. NO CONSTRUCTION SHALL ,BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH A. IN THE EVENT THAT PROJECT CONSTRUC11ON CONTINUES 1. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERNSE NOTED. I � . M-E LATEST RtVISION OF THE CITY OF ATASCADERO STANDARDS AND SPEMCATIONS. BY THE CITY ENGINEERING ,DEPARTMENT. THE CITY ENGINEERING DEPARTMEN'T . THESE ,PLANS ,AND THE :RECOMMENDATION,S AND- REQUIRtMENTS ,OF THE SUPERVISING GRADE IN PAVED AREAS AND TO 6" ABOVE FINISH GRADE DURING WET WINTER MONTHS, THE CONTRACTOR SHALL MAKE SHALL BE NOTIFIED AT LEAST 24 ROURS PRIOR TO STARTING CONSTRUCTION. � � 2. EARTHWORK SHALL NOT EXCEED THE LIMITS OF THIS PLAN. i . I 1. SOILS E4i6i R., ANY CONSTRUCTION D014E -MTHOUT APPR0VED PLANS OR PRI I IN UNTRAVELED LAN D AREAS. i . I OR NOTFICAMN TO I EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR . I , EF ` BE -1 R . . . , THE CITYS ENGINEERI DEPARTMENT WILL BE REJECTED AND WILL BE AT THE B. SANITARY SEWER 'PIPE SHALL BE PVC: GRAVITY SEWER SHALL ,CY VEHICLES. N 2. AN f-ORT HAS MINI MADE TO DEFINE THE LOCATION" OF UNDEMROUND FACILITtESk I EMERGEN 3. LOW BRANCHES I DANGER OF BEING TORN 'FROM, TREES SHALL BE �_ I " , . :, ,: , AN -DR 35 WITH INTEGRAL SOCKET END FOR GASKETED B. FIRE PROTEC11ON IS TO BE PROVIDED PRIOR TO PRUNED PRIOR TO ANY HEAVY EQUIPMENTWORK BEING DONE. . . ?..:, AND/OR OWNEWS ,RISK , D, EXPENSE. k.,-''� k ALL EXIS-nNG UTILITY A MAY N 1. , , E� CONTRACTOR'S . , i4oW ,E .* . ND 0�9" UNDERGROUND STRUCTURES OT BE S . ,�. I . SHOWN ON THIS PLAN AND THOR LOCA11ON WHERE -SHOWN IS APPROXIMATE. � CONS1RUC'nON CONTRACTOR SHALL ASSUME SOLE AND I B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS JOINT ASSEMBLY. PIPE, FIT11NIGS, AND JOINTS SHALL CONSTRUC11ON' OF ANY BUILDINGS PER THE LATEST EDITiON 4. VEHICLES AND STOCKPILED MATERIAL SHALL BE STORED OUT-SIDE THE . 11 I ::. . , : � . COMPLETE RESIC,)ONS1.19.1LITY FOR LOCATING OR HAVING LOCA ' 'D ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE BE I N CONFORMANCE WITH T14E APPLICABLE REQUIREMENTS OF THE U,,N4FORM FIRE CODE. WHICH REQUIRES THAT WATER I �I I TED ALL UNDERGROUND AND SPECIFICATIONS AN DRIPUNE OF THE TREES TO REMAIN. . . I UTtLITIES AND RtLATED FACILITIES AND FOR PROTECTING SAME DURING T14E COURSE CITY ENGINEERING DEPARTMEW. WATER FACILITY IMPROVEMENTS SHALL CONFORM TO ASTM 3034. MAINS AND HYDRANTS SHALL BE OPERABLE AND TESTED. . I . OF CONSTRUC110N. CONTACT UNDERGROUND SER'M, ;CE ALERT �U.S.Aj OF SO. CALIF. CO STANDARDS AND SHALL BE SU13JECT TO APPROVAL FORCE MAIN .PIPE SHALL BE EITHER DUCTILE IRON OR AN ACCESS ROAD WITH 6" OF AGGREGATE BASE ROCK NTH ,5. TREES TO BE REMOVED SHALL BE IDENTIFIED WITH PINK FLAGGING. I . �890) 642-2444 TWO WORKING DAYS PRIOR TO THE START 0 �. TRuc'noN FOR 717IFY AMWC A WNfMUM OF 2 WORKING DAYS IN ADVANCE OF EACH I PVC CLASS 200 (AWWA C-900). I I � � I :SSISTANCE FROM THE RESPECTIVE UTILITIES. ALL UTILITIES NOT A MEMBER OF BY AMWC. NO A MINIMUM WIDTH OF 24' FOR FIRE TRUCKS MUST BE KEPT . ID 6. A TREE REMOVAL PERMIT SHALL BE POSTED AND VISSLE FROM THE . i U.S.A. MUST ALSO BE, NOTIFIED. TO ALLOW FOR INSPECTION. C. THE CONTRACTOR SHALL PROA E AS-BUILT INFORMATION OPEN AT ALL TIMES. A PORTION OR SEC11ON OF WATER I . . . STREET. . . I AS TO EXACT LOCA11ON BY CENTERLINE STATION AND _ LINES MAY BE ,PUT INTO OPERA110N FOR FIRE PROTECTION. I ! 1. 1 3. 1 ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO . - b 1. . . :ED DEPTH OF ALL SEWER LA17ERALS AT THE POINT WHERE THEY , . OBJECTIONABLE DEBRIS, INCLUDING EXIS11NG ASPHALT PAVEMENT SCA,RiFI . 7. TREES TO REMAIN SHALL BE FENCED FOR PROTECTION NTH 4-FOOT � I . I i TO A Ctfl:CAIIONS. ALL TESTS MUST BE DONE WITHIN 15 DAYS I � - � . b DEPTH REQUIRED BY THE SOIL ENGINEER, AND WATERED AND 66MPACTED AS REQUIRED CROSS THE EASEMENT OR STREET RIGHT-OF-WAY LINE AS CHAIN LINK, SNOW OR SAFETY FENCING PLACED AT THE DRIPLIN,E OR ; . BY THE SUPERVISING SOILS ENGINEER PRIOR TO PLACING OF FILL MATERIAL. . PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION . . , . : I I AND SOURCE OF MATERIAL. WELL AS MANHOLE AND CLEANOUT LOCKRONS FOR THE Al. EROSION CONTROL AS SHOWN ON THE PLAN. I I . . . � I . 4. FILL MATERIAL SHALL BE PLACED AS 'SPECIFIED :IN THE SOILS REPORT. IN No PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR � ? ; 1 8. TREE FENCING MUST BE IN PLACE PRIOR TO THE ISSUANCE OF . � . I I ; CASE SHALL LAYERS EXCEED 8" IN COMPACTED THICKNESS. IT SHALL BE PLACED AT D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE 'MATERIAL AND MATERIAL PLACED AS-BUiLTDRAWINGS. SEWER :LATERALS SHALL BE MARKED 1. ALL CUT AND FILL SLOPES ARE TO BE ADEQUATELY PROTECTED 0TH DRAIN- ' MITS FOR THIS PROJECT. z : I o BUILDI : THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL 13E CLEARLY ON THE CURB FACE NTH A STAMPED "S". BOTTOM OF THE SLOPE AS INDICATED HEREON. : I . ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXWM DENSITY AS DETERMINED COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE. CITY VELOCITY OF RUN . . I BY ASTM D 1557_65T (MODIFtED TO 3 LAYERS). . . . I E D. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE OFF WATER IN SWALES SHALL, IN THE EVENT OF SUBSTAN'nAL 9. THE PLACEMENT OF ALL TREE PROTECTION MEASURES MUST BE � I ENGINEERING DEPARlM NT PRIOR TO THE PLACING OF THE N! XT MATERIAL. RAIN FAL BE CONTROLLED BY THE U ' � z . . . Ll SE OF TEMPORARY SANDBAGGING. I I I SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER I VERIFIED, IN WR'111NG BEFORE THE CITY OF ATASCADERO WILL RELEASE . 11.1 � S. 114E CUT AREAS OF BUILDING PADS MITH TRAWMNG DAYLIIGHT Ll S - CERTIFICATION. THE PERMITS FOR THIS :PROJECT. CONTACT -_ AT -, FOR I I NE I COMPACTION I . E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95,Yo IN '. DURINI CONSTRUCTION, THE CONTRACTOR MUST POND ALL RUNOFF TO NON- ; , WILL BE OVER-EXCAVATED AS REQUIRED BY T14E SOILS= AND THE BACKFILL . 1 2 G INSPECTION AND VERIFICATION' OF FENCING AND PROTECTION . . r � . THE ROADWAY PRISM, BETWEEN FINISHED SUBGRADE ELEVA11ON AND ONE FOOT E. ALL NEW SEWER MAIN INSTALLATIONS SHALL BE VIDEO TESTED. 'S THROUGH THE USE OF DIKES TO PREVENT EROSION. ; 13ROUGHl' TO GRADE AT THE SAME 11ME AS THE FILL. THIS PROCEDURE SHALL APPLY I , I ERODIBLE LOCATION , ., UNIXRNEATH THE BUILDING AREA AND A MWIM`UM DISTANCE OF 5FEET BEYOND THEIR BELOW. ALL MATERIAL IN: FILL SECTIONS BELOW THE ZONE MENTION-ED ABOVE � MEASURES. I . . � . I t . EXTERIOR PERIMETER. SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. 3. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TfMES ; � . � :N 10. ANY ROOTS 3" OR GREATER IN DIAMETER THAT ARE ENCOUNTERED ; . . DURI G THE RAINY SEASON,. NECESSARY MATERIALS SHALL BE AVAILABLE � IV. STORM DR" CONDITIONS . � . . 6. POSI17VE DRAINAGE S+fALL BE MAINTAINED AWAY FROM ALL STRU,CTLIRES. VENIENT LOCATIONS TO FACILITATE RAPID CON- DURING EXCAVATION SHALL BE CLEAN CUT BY HAND AND SEALED I I . � I�WIEN A. ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A" C I : NTH AN APPROVED TREE SEAL. . � F. A REGISTERED CIVIL EN-INEER MUST CERTIFY THAT THE IMPROVEMENTS, STRU TION OF TEMPORARY DEVICES WHEN RAIN IS ImMiNENT. . PLETED, ARE IN COW ,'C, NTH THE APPROVED PLANS PRIOR TO THE REINFORCED PORTLAND CEMENT CONCRETE. . 7. CUT & FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 V-ERTt,CAL ! COM N. E ", I ' B. PVC SHALL BE SDR 35 WITH INTEGRAL SOCKET END FOR 4. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL -MEASURES I . : . & SHALL CONFORM TO ,PLAN SPECIFICATIONS.. REQUEST FOR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER AS DIRECTED BY THE ENGINEER TO CONTROL DRAINAGE WHICH HAS BEEN . ' � I . CONSTRUCTION IS COMPLETED. THE CIVIL ENG ER CER, 'nFY-tNG iii-E GASKETED JOIINT A I LY. PIPE, FITTINGS, AND . G T`IONS. I . - AFFECTED BY GRADING AND/OR TRENCHIN OPERA . ; . , . I 'LOP ,TS IN LUDIK KEYS AND BE, I.H'. . 1 . 1 IMPROVEMENTS AND PREPARING T14E RECORD DRAWING, i . 8. S E CONSTRUCTION REQQt,REM,EN c NC I S SHALL BE PRESENT WHEN JOINTS SHALL BE IN CONFORMANCE WITH THE APPLICABLE . . - . � I BY T14E SUPERVISING' SOILS ENGINEER PRtOR TO CONSTRUCTION OF GRADED SLOPES. -E FINAL INSPECTION 1SMADE. I I q I . TH REQU l's ASTM 3034. 5. ALL PROTECTIVE DEVICES DIRECTED TO BE INSTALLED SHALL BE IN PLACE AT THE . i � i I I ' ; .END OF EACH WORK DAY WHEN THE FIVE DAY RAIN PROBABILITY EXCEEDS 40%. ,� - . : 1 9. ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE PLANTED G. NO EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF ALL UNDERGROUND . . � - . . . WITHPER"AL VEGETA110N. VEGETATION SHALL BE DENSE AND GROWING PRIOR TO FACILI`nES WITHIN THE JOB SITE. ALL EXISTING UTILITY AND . I 11 6. AFTER A RAIN STORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK . I � . I FINAL INSPECTION. V. WATER MM CONSTRUCIION NOTES 31_11;-G BASINS AND THE BASINS PUMPED DRY. . i : . I OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR I BERMS AND DES :N I I . I . , I 1. 10. ALL UNPAVED FINISHED GRADE ELEVATIONS ADJACENT TO THE BUILDING SHALL BE LOCATIONS, IF SHOWN' ARE APPROXIMATE. THE. CONSTRUCTION CONTRACTOR, 1, 7. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF : . b I : I . MINIMUM OF 6" BELOW FINISHED 'FLOOR. AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR AlA=4=...Mu7uALAATER OM-PANY,(AMM) ANAIE I I I I t I : . LOCA'nNG OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTH . =MUMN b-110M WHAT MAYBE REQUIRED. EROSION CONTROL DEVICES MAY BE RELOCATED, I : I � - ER I : . " I 1. � . � 11. ALL UNSUITABLE SOIL, MATERIALS, ASPHALT, CONCRETE, RUBBISH AND DEBRIS � D -ING EM DURING CONSTRUCTION. DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING IN THE ACTUAL . � FACILITIES AN FOR PROTECT TH . -1 ; RESULTING FROM GRADING OR DEMOL111ON OPERA11ONS S14ALL BE REMOVED FROM THE .L R , , . b .. . A. ALL WATER DISTRIBUTION FACI ITIES SHALL BE CONSMUCTED IN %DITIONS ENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED � . SI.... . SOIL CON � i : I JOB TE TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OFIN ACCORDANCE H. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONFORMANCE NTH ATASCADERO MUTUAL WATER COMPANY THE ENGINEER OR THE CITY MONITOR. �.i,� . . . .1 I WITH �.PJOLICABLE REGULATIONS. . I " . � : . CONSTRUCTION. THE CONSTRUCTION -CONTRACTOR SHALL CONTACT UNDERGROUND (AMWC) STANDARDS AND POLICIES AND THE STANDARD I I . � . � . SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING . : . �. 12. INSTALL DRAINAGE STRUCTURES PER MANUFACTURER'S SPECtFICATIONS. SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE EDITION. ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET. . . . : . TI ALL VERIFY THE LOCATION OF ANY KNOWN ; q I ME I 11 � I Viq q 13. THE CONTRACTOR SHALL EMPLOY ALL LABOR EQUIP NT AND :METHODS, REQURED UTILIIIES AND WHET14ER OR NOT A R,EPRESENTATVE OF EACH COMPANY ILL BE � 9. ALL SILT FENCING TO BE INSTALLED PARALLEL TO GRADING CONTOURS 4 I . , I,. - � I .0 . 1. ,. :PIR.C. , , t DUST IN AMOU N-T-S DAMAGING I . 'D . 1. . 6N . ALL MATERIALS AN CONSTRUCTION METHODS SHALL CONFORM i � . T PREVENT HIS OPERATIONS FROM ou,c�-,G PRESENT DURING EXCAVATION. iB. . . I ,. f . . . . .1 I— � ,. �N, 'S '4MALS OR CAUSING A NU � PROPERTY CULTIVATED VEGETATION A D DOME. ft AN TO ATAS-CADERO MUTUAL WATER COMPANY STANDARDS AND ,,D EROSION CONTROL MEASU ES, AS APPROVED BY THE I . I � 10. SEDIMENTATION AN R ; I � TO o9k,'S'O'ks OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS BUILDING DEPARTMENT, SHALL BE IN PLACE BETWEEN THE DATES OF OCTOBER I . ' I . . . . I CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE cAu;SED By DUST RESULlING I I . I - - I . � HIS OPERATION. ,'171 UE �IL 1. A CITY ENCROACHMENT PERMIT IS REQU,RED FOP ANY WORK WITHIN THE PUBLIC CONSTRUCTION, LATEST EDITION. 15TH THROUGH APRIL 15TH WHERE GRADING MAY AFFECT OFF-SITE PROPERTY. � . FROM DUST ABATEMENT MEASURES SHALL BE CON IN ,D UNT I , p RELIEF IS GRANTED :BY THE GRADING INSPECTOR. . RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSiRUCTION AND THE INSPECTION 1. SHOULD THESE MEASURES NOT BE IN PLACE NO INSPECTION WILL BE GIVEN I I . 'ER M,A4NS AND SEWER MAINS SHALL BE IN . Im E -1 I T44� JOB SITE PRIOR TO THE START OF ,UNTIL SUCH MEASURES ARE I PLEM' NTED. � I CARD SHALL BE POSTED ON, E C- SEPARATION OF WAT . I I � 11 I . : b 14, CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONSTRUCTION. CONFORMANCE NTH THE PROVISIONS IN TITLE 22 OF THE � � .. FOR PROTECTION OF PUBLIC AND' PRIVATE PROPERTY ADJACENT TO 'THE SITE AND THAT HEALTH AND SAFETY CODE. . . : . I , . , . . - � HE SHALL,, AT HIS EXPENSE* REPAIR OR REPLACE TO ORIGINAL CONDITION ALL J. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING NOTE: lliE EROSION 'CONTROL PLAN OFFERS METHODS FOR CONTROL OF SOIL I ; . I . " : .. - MP TS * 'CENT TO THE JOB SITE WMCH ARE NOT M 1, I EXISTING 1, D. WATER AINS..AND APPURTENANCES SHALL BE CONSTRUCTED IN EROSION DURING GRADING OPERATIONS. NO WARRANTY IS STATED . : .. N; THIN 'OR ADJA DEPARTMENT, MAY REQUEST RE IN, THE PLANS TO SOLVE UNFORESEEN . I ;c . � � DESIGNATED FOR REMOVAL AND WHI H ARE DAMAGED OR REMOVED AS A RESULT OF HIS PROBLEMS THAT MAY AMSE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY CONFORMANCE WITR THE PROVISIONS IN SECTION 306, OR IMPLIED THAT IMPLEMENTATION OF THESE METHODS I . . : I I . . . . OPERATIONS. . . UNDERGROUND CONDUIT CONSTRUCTION, OF THE STANDARD . . �. THE DESIGN ENGINEER 'PRIOR TO IMP' . TATION, THE INSPECTOR MAY ALERT . EST WILL PREVENT DAMAGE AS A RESULT OF SOIL EROSION. I . o � I : 1 15. OFF$t,TE GRADING OR, OTHER CONSTRUCTION WORK 'WILL NOT BE PERMITTED THE CONTRACTOR TO DEVIATIONSIN THE WORK FROM THE PLANS. THE I SPECIFICAMNS FOR PUBLIC WORKS CONSTRUCTION, LAT . I 1. I . , . : . WITHOUT PRIOR WRITTEN PERMiSSION OF THE OFFSITE PROPE.RTY OWW,R. CONTRACTOR SHALL RMDY THE WORK TO COMPLY WITH THE PLANS TO THE EDITION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY AND ALL - � I I I . TF TOR. DAMAGE TO OWER'S PROPERTY, ADJACENT PROPERTY, AND I I I I I 1, I �, E. WATER MAINS AND APPURTENANCES SHALL BE TESTED IN � I. , � 16. TNE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION: OR PROPER RESETTING CONTRACTOR'S ON GOING WORK. � I ' I CONFORMANCE WITH THE PROVISIONS IN SECTION 306-1.4, . ; OF ALL EXISTING -MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS K. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND . ; I .. � ' TESIING PIPELINES, 'OF THE STANDARD SPECIFICA7`10NS FOR I . . . DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE ALL CHANGES WHICH DEM-ATE FROM THE CONSTRUC"nON AS . V111. DUST CONTROL I I . .. I LAND SURVEYOR'S ACT AT THE CONTRACTOR'S EXPENSE. PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING I PUBLIC WORKS CONSTRUCTION, LATEST EDITION. ALL SERVICES, . I - . i . . � I I I FIRE HYDRANTS, VALVES, BLOW-OFFS, AIR-VACS AND OTHER A. ALL MATERIAL EXCAVATED OR GRADED SHALL BE SUFFICIENTLY WATERED TO PREVENT I . . . 17. . THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE . . NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED FOR REMOVAL ON' THESE APPURTENANCES SHALL BE INSTALLED PRIOR TO PRESSURE I EXCESSIVE AMOUNTS OF DUST. WATERING SHALL OCCUR AT LEAST TWICE DAILY NTH COMPLETE . � PLANS. TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE TES17ING THE WATER MAIN. o I 'E LATE MORNI G AND AFTER WORK IS FINISHED FOR T14E DAY. . � ERAGE, PREFERABLY IN TH N . E I I DESIGN ENGIN' ER. COV ; . . "I � 11 . I E I ... I -HOLES, WATER VALVES, -G, GRADING, EARTH MOVING, ,OR EXCAVATION AC11\A-n-Es SHALL CEASE � . ; . � . 18. UNLESS OTHERWISE NOTED ALL EXISTING SEW R CLEANOUTS MAN B. ALL CLEARIN q : 0 F. TRENCHES SHALL BE RESURFACED IN CONFORMANCE WITH CITY I � I I AND OT14ER U11LITY B XES ARE TO BE RAISED OR LOWERE6 TO PINiSH GRADE. L. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE OF ATASCADERO STANDARDS AND THE PROVISIONS IN SECTION DURING PERIODS OF HIGH WINDS (I.E., GREATER THAN 20 MPH AVERAGED OVER ONE HOUR) I I � . d 11 . .. � � � I ' . . � R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY E Cl VE AMOUNTS OF DUST. . SO AS TO . ; TH TY ,306-1.5, TRENCH RESURFACING, OF THE STANDARD . . . ' � ob . 19. EARTKWORK QUANTITIES : CUT : ??'? CY . ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION INCLUDING C. ALL MATERIAL TRANSPORTED OFF-SITE SHALL BE EITHER SUFFICIENTLY WATERED OR I I .: . FILL : 0 CY .. I TEMPORARY SURFACING. - SECURELY COVERED TO PREVENT EXCESSIVE AMOUNTS OF DUST. ; I . lE M. ALL FRESH CUT AND FILL SLOPES SHALL SE PROVIDED' . WITH A :METHOD OF D. THE AREA DISTURBED BY CLEAR-ING, GRADIN ON . . 'FERME BEM ',,G UN .G, EARTH MOVING, OR EXCAVATI N I I - I EARTHWORK QUANJ`ITIES ARE BASED ON THE DIF - EN XtSlTN- GRO D ENGINEERING DEPARTMENT PRIOR TO : G. WATER MAINS AND APPURT E DISINFECTED IN � I I . SU , As SHOWN ON THE PLAN,4 EARTHWORK EROSION CONTROL APPROVED BY THE CITY I I 1 06� AND PROPOSED FINISH GRADES I OPERATIONS SHALLBE MINIMIZED SO AS TO PREVENT EXCESSIVE AMOUNTS OF DUST. . . . . ; S ARE PROVIDED FOR PERMMING PURPOSES ONLY. NO WARRANTY IS FiN,AL INSPECTION. CONFORMANCE NTH AMERICAN WATER WORKS ASSOCIAT`ION . . * . b E. PERMANENT DUST CONTROL MEASURED IDENTIFIED IN THE APPROVED PROJECT I I � . 1 11 . I. EXPRESSED OR IMPLIED FOR THEIR ACCURACY. SKRINKAGE CONSOLIDATION AND STANDARD C651, DISINFECTING WATER MAINS. NO _. : , -it"< CON : REVEGETATION AND LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOON AS POSSIBLE � . - . CLEARING LOSS 'FACTORS HAVE NOT BEENINCLUDED. CON ACT-OR SHALL 'MAKE HIS N. ALL U-nLITY RELOCATIONS AND/OR ALTERAI-IONS SHALL BE THE SOLE NECTIONS TO EXISTING WATER MAINS WILL BE PERMiTTED � I I . $11 ACCO ' , UNTIL THE NEW WATER MAIN IS SUCCESSFULLY TESTED AND .1 . HIS OWN SITE VISIT AND QUANTITY TAKE-OFF AND SHALL :D RDIWLY. FOLLOWING COMPLETION OF ANY SOIL DISTURBING AC*nVIIIES. �. ', I . . I - RESPONSIBILITY OF 114E DEVELOPER AT HIS EXPENSE. DISINFECTED. F. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN x I 20. AGGREGATE BASE : . 0. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR ONE MONTH AFTER INITIAL GRADING SHALL BE SOWN WITH FAST-GERMtNATING NATIVE GRASS I � . �, . ; C* H- ATASCADERO MUTUAL WATER COMPANY SHALL BE NO-nFIED AT . __, , - . A. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS G IT TO THE [MMEDIATE ATTENTION OF THE DESIGN ;CE SEED AND WATERED UNTIL VEGETATION BECOMES ESTABLISHED. I . . OF SECTION 26 OF . LEAST 48 HOURS IN ADVAN: OF ALL WORK THAT WILL - ABILIZED USING THE CALIFORN"4A STATE STANDARD SPECF[CAllONS. ENGINEER AND THE CITY ENGINEE I G. ALL DISTURBED AREAS NOT SUBJECT TO REVEGETA11ON SHALL BE ST . : . I ,,,R'.ING DEPARTM ENT. IF HE FAILS TO DO SO, IRE o ' . I ESP E REQU' A DIS,RUPTI N OF WATER SERVICE. NO DISRUP*nON OF w MICAL SOIL BINDERS, JUTE NET`nNG, OR OTHER METHODS IN ADVANCE BY THE � ' THE CONTRACTOR SHALL BE R ONSIOL FOR ANY ERROR IN THE GRADE AND APPROVED CHE ; . i 1. I . I ' . .� . B. AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIIMUM NECESSARY RECONSTR MN TO CORRECT SUCH ERROR. I WATER SERVICE WILL BE PERMITTED ON: MONDAYS, FRIDAYS, APCD. I I I RELATIVE ' B WEEKENDS OR HOLIDAYS. I I ; . COMPACTION: OF 957o. THE TOP 12 INCHES OF SUBGRADE ELOW H. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHALL BE COMPLETED AS I e AGGREGATE BASE GRADE SHALL BE COMPACTED TO A MINtMUM RELA11VE . . I I C ; COMPACTION OF 957o, P. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDAN; E WITH THE CITY/COUNTY SOON AS POSSIBLE. IN ADDITION, STRUCTURAL FOUNDA11ONS SHALL BE COMPLETED AS . � I- CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED . , I STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SEC,nON I SOON, AS POSSIBLE FMLOWING BUILDING PAD CONSTRUCTION. I . AT ALL VER11CAL BENDS, HORIZONTAL BENDS, AT THE :END OF I : _�l � 21. ASPH ALT - AND NEW PAVING SHALL BE JOINED AT THIS POIN T. THE STRUCTURAL SECTION I I. ON-SITE VEHICLE SPEED 'SHALL BE LIMITED TO 15 MPH FOR ANY UNPAVED SURFACE. o . I . . .: . &_ I PLUGGED MAINS BEHIND TEES AND BEH,tN'D FIRE HYDRANTS. . . S_ SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE I * I . 0 ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR . "J. ALL UNPAVED AREAS WITH VEHICLE TRAFFIC SHALL BE WATERED AT LEAST TWICE PER . I . I ASPHALT CONCRETE TYPE B AS SPECIFIED IN SECTION 39 OF THE STATE OF PLACEMENT OFBASE. J. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT DAY, USING NON-POTABLE WATER. - . . . � m - CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY . LEAST 24 HOURS PRIOR TO STARTING ANY WORK ON THE K. STREETS ADJACENT TO THE PROJECT SITE SHALL BE SWEPT DAILY TO REMOVE, SILT I I . � < Q. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED I � 1995 EDITION. '' WATER DISTRIBUTION FACILITIES. WHICH MAY HAVE ACCUMULATED FROM CONSTRUCTION ACTIVITIES SO AS TO PREVENT I , ! 01) I . CONSTRUCTION PRAC110ES THE CONTRACTOR 'SHALL BE REQUIRED TO ASSUME SOLE . z . EXCESSIVE AMOUNTS OF DUST FROM LEAVING THE SITE. � � � Lo � .. - I I I . SET BY A LICENSED OR REGI PLETE RES . : � 22. GRADE CONSTRUCTION STAKES SHALL BE -STERED AND COM: PONSI&LITY FOR THE CONDITION OF THE JOB SITE DURING K. NO CHANGES SHALL BE MADE TO THE WATER DISTRIBU11ON , _'15� i 0 , CIVIL ENGINEER OR SURVEYOR IN THE STATE :OF CALIFORNIA. THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF I .. : N I FACILITIES SHOWN ON THESE PLANS WITHOUT PRIOR APPROVAL I I I ; . � . I ALL PERSONS AND PROPERTY, AND THAT THIS :REQUIREMENT SHALL BE MADE TO OF ATASCADERO MUTUAL WATER COMPANY. I I .1 61 1 BENCHMARK: SEE SHEET No. 1 FOR BENCHMARK INFOR AlION. ' APPLY CONTINUOUSLY AND ROT BE LIMITED TO NORMAL WORKING HOURS. THE V_ , b M � I � � .R I I � CONTRACTOR FU THER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE L. NO CONSTRUCTION SHALL :BE STARTED ON THE WATER . z 1* I � I i 0 : , , CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL,FROM ANY AND ALL DISM,BU*nON: FACILITIES WITHOUT PLANS APPROVED BY I . 7 : I 1. I I ". 04-SPECTION LIABILITY, REAL OR ALLEGED IN CONNECTION WITTH THE PERFORMANCE OF WORK I ATASCADERO MUTUAL WAI!ER COMPANY. ATASCADERO MUTUAL . �. 0) . E t . � ; I T_ , .. ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE WATER COMPANY WILL NOT INSPECT TH' WORK WITHOUT � : I I I I 1- CONTRACTOR, SHALL CALL FOR INSPECTIONS AND TESTS AT :EACH PHASE OF . I T_ DESIGN PROFESSIONAL. APPROVED PLANS. CONSTRUCTION PERFORMED WITHOUT . . WORK AND. IN A TtMELY MANNER TO ENSURE, A QUALITY JOB. ; : I APPROVED PLANS AND W17HOUTINSPECTION BY ATASCADERO � . I I I f c" R. THE CONTRACTOR SHA MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC MUTUAL WATER MAY NOT BE ACCEPTED. . I I � _): 2. THE SOILS ENGINEER SHALL INSMT AND TEST ALLGRADING OPERATIONS I I . ;. . ' I . . 1 . � -0 IN, THE FIELD AND SHALL DECLARE THAT ALL EARTHWORX WAS PROPERLY CONTROL SHALL BE :fN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR : I . I . . I . � N DONE AND WAS DONE 'IN CONFORMANCE WITH, ALL REOUREMENTS § fFfED TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR M- ASBESTOS CEMENT (AC) PIPE IS PRESENT IN THE AMWC I . I 11 � 0 1 � 0 HEREWITH. LANE CLOSURE SHALLSE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND SYSTEM AND 'MAY BE ENCOUNTERED BY THE CONTRACTOR. IT I . I I . I . .. 11 . I 0 . GRANTED BY THE CITYENGINEERtW DEPARTMENT. SHALL BE "ME CONTRACTOR'S SOLE RESPONSIBILITY TO HANDLE, I , I :: I . I CL � TRA . � � 3. CON: CTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND PAYING FOR ALL moot - REMOVE, HAUL AND DISPOSE OF AC PIPE IN I . . I 0 . . FY, DEMOLISH.,, � � 1 . 11. 111. ... c I � to NECESSARY PERMITS FEES BONDS ,OR CHARGES IN CONNECTION WITH THE . � V_ . . WORK SPECIFIED. HikWITH.* II. GENERAL PIPELME MOMONS 0 E NTH ALL LOCAL, STATE AND FEDERAL � fifESSION . I I V_ . � . C*4 ; I I . REGULATIONS INCLUDING ALL REPORTING AND RECORD KEEPING : M. I I . � - i(ft. . . A. THE CONTRACTOR SHALL OONTAACT ALL UTILITY COMPANIES �. p 1,4. , � I" : w 4. PRIOR TO CALLING FOR FOUNDATION INSPECTION, THE ENGINEER OF RECORD REQU,flR,EMEN NING MATERIALS. t., I ' . - . I . .� I . ; � � S :E L N E � TO MARK LOCATIONS AND SHALL POT14OLE ALL UTILITY 11. . . _p :A 11 . . ��l MU T CERTWY IN WRITING TO TH BUI: DI; GDEPARTMENT THAT TH ROUGH -, � O'. . I �� N .44813 !� � Cn GRADING AND LOCATION OF THE STRUCTURE CONFORMS TO THE APPROVED CROSSINGS, 'PRtOR TO STAKING AND PRIOR TO ANY . W_ z . . . . � . : c I PLANS. IF . : 3:: i . PIPELINE EXCAVATIONS TO ALLOW GRADE REVISIONS 1. EXP 313 do b * . ; 0 1 NECESSITATED BY ACTUAL LOCATIONS. I * _7_7� b .1 106- 5. 'BEFORE CALLING FOR A FINAL INSPEC"I'lON., THE ENGINEER OF RECORD MUST 1, . - b 0 I CERTIFY IN WRIIING TO T14E BUILDING DEPARTMENT THAT THE FINAL GRADING B. CITY ENGINEER OR REPRESENTA11-VE SHALL RE\4EW ALL .1 I I . I . It I � . b . . AND DRAINAGE CONFORMS TO THE APPROVED PLANS. �� . L CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. � I . .9 F CA ' "I . I .� . : .4-0 , � . I C. THE CONTRACTOR SHALL CONTACT THE FOLLOW1 G UTILITY .. ; .0 . N I I . . i Z. IN. NSURANCE AND SAFETY � : �_ . COMPANIES AT LEAST 448 HOURS BEFORE BEGINNING I'll . . 4_11 11 I . . I . 0 1 � 7,io,f I . .. I... / / Ic 1. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY EXCAVATION AND SHALL VERIFY WHETHER OR NOT A . . I . 0 1 y MEASURES OR REWLATIONS AS THEY PERTAIN' TO THE CONTRACTOR. THE REPRESENTATIVE OF EACH COMPANY WILL BEPRESENT I I . I . � 0 . I I I I 1. I I .1 1, . I . 11 .1 �. � � . � I �1.11 -l. I .l...''l-l 1. I '. . .1, _ ... .1 . CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY �. "I � I . � I I - ' I' '.'I'.*---"*- I . I . I � . ' . I � 1� I DURING EXCAVATION. I I � I , � . .1 . J01 NG AND SHALL BE SOLELY RESPON : . � s ' c DEVICES, IN= NG SRORI SOLE FOR , . R E V I S I- 0 N . ., . . - ' . . . 11 ; � . I 1. .. 1. 0 I mi.. I . � I 0) .1 UNDERGROUND SERVICE ALERT (USA) 800-642-2444 1 . I 'E CONF6&04� TO ALL LOCAL, ;STATE AND FEDERAL SAFETY AND HEALTH ,- RM 061*. T b . (o � . . . I ff " , , " .1 -maowmk � I . � � . � I I � , , I . 6 . STANDARDS, LAWS AND REGULATIONS. PACIFIC TELEPHONE CO� - .MEMBER USA OR 805-5143-7868 1 �" - � . ., . NO. BY DATE . DESCRIPT`ION SANTA BARBARA S`4M' . ,_,. T IMPROVEMENTS . �_ , .. 11 I . !-.12" I I -_ -1 - I I I . � I I , , I . . I � I I . . . I -1, b I. . , I .. I . . 1- . . . ; � � . .. . .� - , .. , I I I I �. , , � , � 93_- CO.- MEMBER USA OR 805-9964-7821 1 , , , ; 1.5 2. T14E CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND EFFECT UP TO THE � . I . � . . . I . . � .F � . I �� . . I . f PACI; IC GAS & ELEC. GO.- MEMBER USA OR 805-434-4429 . . .. I ..... . I � . .1 b . I "I o 'IN. A ' NOTES I I � ?I- FALCON CABLE TELEVISM (USA) 800-642-2444 . . . I . � I ., . .1 I . ; 11 I (o 1. WORKER'S COMPENSATION INSURANCE I . I I .1 I ; . CITY OF ATASCADERO 8,05-461-503-5 . . V_ . I . z N_ . 2. PRODUCTS AND COMPLETED OPERATONS IN"ANCE I EN OINEE RS : I I : I .� z . 0 � :N ATASCADERO MUTUAL WATER CO. 805-466�2428 1 1 i . 3. COMMERENSI'VE LIASILI-TY I SURANCE I . I C""I TY OF ATASCADER0. CA 1 c*4 1 PLANNERS I ; I . . 0 D. PIPELINES, SHALL BE INSTALLED AFTER THE ROADWAYS AND, . . . , . I . . 1.1 I. . . I I I ..� I .. .,�.. I I . I . b I . �.. . .1 . 11 I . ,--,*' 3. LIMITS: OF INSURANCE, CLAUSES, AND ADDI'17IONALLY INSURED PARTIES SURWEYORS . . I I ..I . - . 11, I.O., . 1 _:l: I � 1''. : c*4 ' A THE SITE HAVE BEEN% BROUGHT TO' SUBGRADE. - I o ;;;;;;; . . . . . I I . . I 0 SHALL BE TO THE SAlISFACTION AND APPROVAL OF THE OWNER PRIOR TO ACCEPT D Y: . .1. . . . . � I : ' . I � . . Z;�� 01-19-04 1 . � ON THE START OF CONSTRUCTION. I E. ALL BACKFLOW PREVENTERS WILL BE TESTED PRIOR TO 1 4 3,64 Pacific Street � �, ( .. 11 -- - . I I . Son tuis 04i.spo. CA 934,01 1 . � . ANY CERTIFICATE OF OCCUPANCY. TESTS WILL BE DONE I . 1 : ENCE P. KRA'EVER III R.C.E. 44813 EXP. 3-31-06 . ;. . -4 . (805) 544-7407 ;e DATE I I I � I � I . I . I 2 . . ON: A 12 MONTH BASIS. ALL TEST REPORTS WILL BE � '' I . I . 1, .I ,.. . 2- /4 b It . DESIGNED B - - CHECKED BY- - . I . I I..' ' Y. DRAWN BY, ALE: SHEET. . >: COPIED TO THE CITY OF A,TASCADERO BUILDING DEPARTMENT. . I t v I I I - , : . .. � � I I I .., . - I - ___1 --I,--- ---------_____ . I � . � I , STEVE KAHN, RCE 42350, CITY ENGINEER I EXP 3/�l "I , ,R D W . . U- 1�1__-_1111 _ . .1 . I il, . I—— . � ".... .. I I.."...... ... . ..... 1. 11 111 . . � I.l..l__l___l_ __--------11 l:.-, _ 1-11 - . .'' '. I . I—, I I .. / AN/FJC FJCAAR DAN/LP,K 02- 01 1:6 , AS SHONN - 2 OF 3 � I� . � I b I � . I I � . . .1. . I ... .I . .. . 1. I . . I I 1. .. I I ....1. I I . . .. I .I I � . I I . .I I ,,, .1 11 .. I ..I 1,�I.. I ". I . . 1. I I 1. I !''� , I . .. .1 I .1 I - I I I..1� . I I I . I....I. ... I . -, I ,. I .. I ... � � I .1.1 I . . . I � I . . I I . ... I . I . . I ft*INA 11 . I � .. ; . I I .. . 11 . . I .1 . No I . . . - 1. . . : . 7 . I o o . I 1 0114 1 1 -_�� -, ,�5 6 IN . I � I 11 I ; . � o I 1 4 . I I o . I I . � . . : : b �-�-,---,�,-�---�--�----------,---,.---�----,-,-�------.,��-��-��-,�.,--�-�-�--"-�-�-,--------------�----�--,-��-,---------�-"-"-,--,�-------------------------�-",--------.---------------��',�,-,-��-,�-,�,---�,---�-.,--,��-,�---.,-,------"---,----,-,.--.-.-� --------11--_111----'--_1-111-11---1.I'—---.__,______-------______---------------------------------�--�I- --I I-_---------11 . �_ll.___l__------------------l___ll_lll_l._l.11___.,-",,�"-�-----,�-------------.-b--____1 ll__.___________._______l------------------11-1------------------_------�--------'',--,�------,''---,-,-.-----"-l-�l.--.-------,---,-,__""I-11-11-11___.---�---�,-�-,��"-,-..-,�--"----��-,----,-,--,,�-,-.,-,--------"----.",-�."l-,-,-,---�,-,-,..-�---�--------- -------------"--------------.---.,.---,.--�----------------�-1---------"��------�-.-------�.�------------,.--------."--,------,----�-,�',----,---------,-------�---�.,�--�.-----,-,--------.-.----.---,�--,-,-,,-,,-,-�...----11.1-1_-.1.1------------��".��-�-�-,---,---,,,------,--.-�----I...�l,-�---.-�-.-�-,--�----�-�--�,----,-,-,--"-,--""---�,�7�17T"l�lI.........---""-,-��-�-,�-�-----�-1-��-�---"-��"-I , � I SPECIAL, CC�STRUCT �D i CT 1 GENERAL. CO STR CIRONNOItS Y f a, REMOVE EXISTINGCENTERLINETRIPIAI WITHIN N NO EFFORT HAS BEEN MADE TO DEFINE THE LOCA71ON OF ALL UNDERGROUND � STRIPING THE r TER�EI�TION OF EL CAMINO ROAD. EL CAII�IINb ALL HAVE A S PROPOSED STOP Sim AH P� CAL TRANS FAOILITIES WITHIN THE SITE. ALL EATING U'�ILITY AND S WE OLifl, PR D UBLE YELLOW CENTERLINE STRIPE UP TO THEPROPOSED STOP BARS. STI��. RSa, RSA de �'1-- 'kir 4 "� S .AR�Pb1�D STOP ,�A� OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR MARDI R CALTI S ` LOCATIONS, IF 'SHOJI ARE APPROXIMATE. CONTRACTOR MASHM, WA € , coNSTCTION CCINTR C 2 C NIRA T T NOTIFY . ..' .. �,. . �'I°A � \ 0 COIR OATASCADERO MUTUAL WATER COMPANY PRIOR TO BEGINNING . ;; SIG ,. , , AGREES T�#AT HE SMALL ASSUME SOLE AND COMPLETE RI= ONSIBtLtTY Ft�t : INC�+IIE -:� `� . UGIT. THS � � ACEI . > CONSTRUCTION IN ORDER TO VERIFY DEPTH AND LOCATION OF EXISTING WATERLINES LL T �. , T1Lt•s'i�1 A OTHER CH 1ALLL BE �� T A. \ R U O TREAD A ALL UNDERGROUND WITHIN THE CUT SLOPE Pt�tTION THE PROJECT. .. ,,. .�� FACILITIES AND FOR PROTECTING THEM DURING CONSTRU'CTIOt�. OF E WATER FACILITIES WHISH WOODPAST IhI I AI a, MANS INTERFERE WI M T 4E PROPOSED IMPROVEMENTS SHALL BE LOWERED TO MAINTAIN 3 TSE Y BE LOCATED FEET COWER Afilfl SHALL BE C, �, TR 11�I ACCORDANCE ' : tJTtLtTY COMPANIES MUST BE NbTII�IED PRIOR TO THE START OF �' Y ,,•, i.. \� t�i1 UCTED W)1.• •YA C�uIPAIV C (/�� ATELY b ROM 0 "i"ER��"�t'.t_. , ; ' ARDS! \ i C STRUCTICI. TIME CONSUCTION CtXtTRACT SHALL CONTACT UNDERGROUND STANDARDS. TA D SERVICE ALERTU.SA.j AT a-6€ -842 T To TEN DAYS PRIG Tb THE �. ..:EXCAVATION:' .. ANY . 3. EXTEND EXISTING 15 DIAMETER STORM DRAIN PIPE AS SIOWN ON PROFILE, EXLSTING °. START t�' EXEAVATII ANO SHALL VERIFY Tfi�E LOCATION '{�' ANY �GNOIWN � . , PIPE AND DOWNSTREAM SWALE SHALL BE AWED AN R T PROVIDE '! CLE D RESHAPED b RO flE UTLLlTiE� AND WHETHER � NOT A REPhEBENTATi�VE OF EACH: COMPANY WILL BE . PRESENT flURING EXCAVATION, CLEAR PASSAGE OF DRAINAGE FLOW„ C/L ROW VARIES VARIES won ° VARIES j ROW C/L 00 c PROPOSED STOP I - E R'I (� j PER CALTRANS STIDS. RS1, RS- 2 �c ES-4C WITlPYa2 0 12.0 : SAWCUT �C s -PoWEREO AC± N ( Ij AND :INCANDESCENT LIGHT. TOP Sam 6p ,,. MALL ., � � ;. , ; . . . \ � � _.;,. VAR!E S VARIES �' Y ` DEACON, AND LINT SHS iW1NT TO $ X �'REATED P4 O THE UtMEPSSIN6 7 r \ REMOVE EX. A.C. SHO IN THE MUAL OF tt3NTRRt . DECS. THE BOT'I'c +i THE SIGNAL, rt Ld =ti 3' Cay THE STOP BE HALL NOT-,8E :LESS THAN 12 NOR M IRAN 2e Aeo TCP � � VARIES ! \ THE STOP SISI. •- �"� 4"�°' ( IC 4 PLACE) y . aa.w; x ' „` r, - I 1 LTJ 1 { \ 1 .0% M.E. ui EXISTING E HYDRANT ` r �� 2.0 :� SAWCU T & . • " clS1 INC ® - ,n> - L REMOVE E X. A.C. EP EXI ✓' .ww 19 tiYo - f T. �� F y f MATH EXI S SLOP:E \ !,43 PROPa ST LIMIT LIN / M I ISI. TYP E B l A.C. P A VI l AN[ TOP I ER PER-- CAL :ER ? / t M CAL 4 AITS � S. A2. ' '—A24E l F f Y j (� * S M I N. CLASS I I AGGe BASE { .\ �� bg \� • t'.,t { Y f. R. @ $��Q 'gam ` / EXI:i7T• '`��'YE. d 20 40 \ pay ,�' iya w �(IF £)j} co 1 INCH 10 FEET PR" OSED S REA , < s�. r r ® r z j j 'S. 0 �. IN TYPER PA / � ♦ O�.J A.C. VI 0 V j * STRUCTURAL SECTION SHALL BE DETERMINED BY M—qMG EP f \ ,q ., R VALUE OF SOIL AT SU�BGRADE AND T.I.=f.0 EXFSTM, ELECTRICAL P ,, OSED R W t F yr„;F. f PAVEMENT DESIGN TO BE APPROVED Y CITY RISER AXES aefy MIN. CLASS 11 ACG. BASE oVEO B � of �'9 > MR ATASCADERO PUBLIC WORKS DIRECTOR. �fh,�° ,� f r ,�' �,,� � P� EA S' it'°fi 3r T BE AC: ED FtpO� PROPOS ST UMIT LIME AMID STOP ER PER PROP O . AWCUTLINE a4tt � CAL TRAINS STO.�t: A� � ° { c s / sawsN m., �rrirr. rs- .. T�. :l. a... A T ..PPR OSED ST SIGN TYPE R WITI�I a2 m \ ,. ��..A�r�:��h� �,wrA..- 1 A R SADS,�E,,O%T[0 SECE.O. N TYPEFiiT1 �+ JJ {cy 4W1 ` r w _ EXf T. CANS:. VA S, P PES ° SYYAR NSG A C ! N.T.S N.T.S SS x; L§xSs VKA 'fit CO(FACt�J' BEACON (RED) AND INC` NT LIGHT. Y :f �. ( � NOTE A� : � ,� ' `� �' � P. VEI�I;,WR LOCA°�1tN AND 1�EPTH � , Off' C; ,� � � AFTER STAICI IG w ANo /p �y / E:-G' i, P . x f .Y § PRIOR Td +MCaBIUZAT1ON1 FOR PROPOSED E.P. C1i7YSTr rc 134✓fw j < i i P 4 Op . 946 E ST. R ..,._. , f � / � } .. '. n a .......... .- a,.a.., r n w - , r r ,,r .,.,-, a. • _.., .v, ,..ra.......,{ > 94 r s.. s. XI T . E S . ,a,.,, ,: ,y>,v,. ,� �PR OSED T(�' SI TYPE �Ra WITH a 2 � EXIST. 'GICRETE VAULT TO :RAIN / \ (\p 1/ r _{ W.L. R—PO RED `ASHING BEACON. (RED) AND \ . INCANOESCCNT SI LIGHT. PR aSEd SAWCIJT LIME o a NOTE ABOVE),,° PRO D $LOPE .. _ \ EkSEIaIENT LINE ROPfi' 0 PAVE�.T ` � 'l � g4a,2_ FLj z r t?POSE AWEL LAN \ x E STING P.P. ' r \ < 944 a . . , ,.. . ,,...• ...n,_. _,.Pa,9, ._ . ,.,...» _.,,r..v_..,..�.,M,.,.. ...°,, 944 EXIS`'I0.4 P.P. PR'' M,D EMS! ,G WATER AL r ,- ', ADT TO FINI Get / \ • ,(�► / 'g� s / r ,✓ , r fi B r .¢. P 942 _ _.,. _ _.,-.,._,. __.,,._ ..,..,.,. ,� a,O PAVE, TRANS• ,hF � S � y ��f i �� -� 942 / \ { PROPOSED R f W IIIVL x py� { LINE' _,. .. ... _W,._ _w._....... AN ST MA MAGI EXIST. PAVE. _�� 1 1 �". M �� PER , C` Cid TRANSSTD& A.40 do A24E � s $ea® Pyr Ea L® .� dt S• Y.P• \\ ( ® 940 ! ', ' S .. s k t S i a 2 940 EXISTING CL 5 ... S y .✓ jI \ 01) EXIST NG EP04 g ♦•'. y 1 b c7 , „. r.....w. °.... Vol �' PROPOSEDST 93� x i 938 .i. ..} / ¢ TYPE Raaz" ` ® I ® l 1111,F SOLAR.—POWERED 7.P II L `t , t jJ ✓" \ i F 6 b t ,,..� FLASHING 61EA+CCN�I . RED AND INCANDESCENT tai ;r `a ?j / .-- \ „w. wow T NOTE A .. f LIGHT. SEE S ( ) � 1 . w-- E s3s.93 INV � A.C. BERM � 936 -1 EXI S� iI /k,' T ..�id'ti&„ � vk PROP ST M .a.. .._».a.� (E� s3�. INV] DRAIN O . NStI r`�` (EX. 938.85 IN Vj c d' EXITING A.C. '_♦ "'{$ s { 9 34 934 , yt t � I , F : , _ cap P R F�I L ORM? D K AI I� E» TES ,u _ � Y f z v ` o EXP 932 _ . H i V... _ 932 SCALE: 1 20 HCR 1 �� VER . PROPOSED STOP SIGN AHEAD W17 PER CAL TRANS � . CIM STD. ES-4C WITH a 2 0 SOLAR--PO FRED FLASHING 9T x WARNING BEACON (YELLOW) AND INCANDESCENT SIGN �� " . LINT. THE STOP SIGN, BEACON, AND LIGHT SHALL BE x ! a MOM TO 6 X 6 TREATED POST IN 10+00 11+00 FORMANCE WITH CALTRANS STANDARDS. THE SIGN 3 °. MBLY SHALL BE LOCATED APPROXIMATELY SOW rNTERC110Nw THIS DOCU NT WAS PREPARED BY CANNON ASSOCIATES E V S (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND ( LCAI. 2 PLACES) SANTA BARBARA ROAD a—° STREET IMPRC�WMEI�JT`S 3h SHALL REMAIN THE PROPERTY OF GA. THE RECIPIENT MAY { 45. . NO. BY DATE DESCRIPTION ; � MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN - PROPOSED T AHEAD CONNECTION ONLY WITH THIS SPECIFIC PROJECT, FURTHER, MARIIhI R CALTRANS THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS i Q PROFILE(' �` `\ ST DDARDS TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED SURFACE E RLA AND ` R`�✓$ ILE d BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE _ tCONSEQUENCES WHICH CA CAN N'EITH'ER PREDICT NOR CITY 0 ' ATA CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT CA O CONSTITUTES AGREEMENT T4 THESE TERMS AND CONDITIONS. � CA ' ENGINEERs ACCEPTED ! . P-LANNERS ` a 01--19--04 S URVEY0RS L ENCS P. KRAE R 111 R.C.E. 44813 EXP. 3--31-06 DATE ; '�';'� � �: �'-� '� � '� �* 364 Pacific Street i S°" Luis Obis, CA 9340 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE SHEET: KAHN,-7407 CITY ENGWEER—STEVE 'RC 350, EXP. 3'31'-0 DATE LAR FJC DAN 02-0116 ,,,w_ _. .. __m,__