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Home My WebLink About2014 - Navajoa and Atascadero Avenue I I 11 ; " ,%,- I . � I . . . I . I f . I t I I . f I I . .1 . . . I I . .......�______ . I I . I I . I . � . I --.--.--- -—- - - I --- —,-------------_____ --.-----_____l____- ______-- -- I . � . �- I - -_ --- -_ ____ . _..___.__— .---.--— - _______ -- - - --_-_-_ -_-_ ---------- II . ---I____ ----�W,— - - --------------------- --- ml- I � - - I . �, I I I (I��;�--,� Q Q) lj__ 1) - I I -_1114 '. C) ls�, V) �) � , � . . 0 0 � - . , qj . I . A .� . 1�' -,) - / \ 0 11 9. ALL SOILS WITHIN 2 FEET OF FINISHED CODE IN THE STREET SHALL . . yl- . GENERAL SITE Cu"NDITIONS I I I Q, 6 N6 �l 0 1. BE COMPACIED TO 95% RELATIVE COMPACTION. I � .�l _� (-�, I , -, A, INFORMATION SHOWN ON All EXISTING IMPROVIEMENTS ON THESE I I I i t T < IIZC 4- 1�1 I , I � . 0 Q, I . I DRAWINGS IS TAKEN FROM FIELD SURVEY. THE CONTRACTOR SHALL VErRiFY 10� UTILITY TRENCH BACKFILL MTHIN THE STREET SECTIONS SHALL . . C. I I I LOCAHONS OF ALL U111111ES PRIOR TO BEGINNING OF WOi�K. Att UJILIFY UIREMENIS OF THE DETAIL ON SHEET 6. ct- s - . " � . I LOCATIONS ON THIS PLAN ARE TAKEN FRk`)M RECORD ORAWINGS. THE I I - - I& �. . . Ar ol., ,�- I t L I ll-, '. I CON'11<ACTOR SHALL NOltFY UNDFRGROUND SFRVICE ALF-Hr. (U,S-.A. BOO- ,;42- GRADE Will FIF SCARIFIED AND COMPACTED AFTER . q , 1 -9 . - 1 2444) 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION."�� Rif' CONTRA. roR INSTA[L.AnON OF ALL UNDERGROUND U-nLITIES, AND BEFORE I . I . cy) 1. ,./I I e � i IS SOLELY RESPONSIBLE FOR PROTEC'nON OF ALL UNDERG'ROUND UfiLl_I li, PLACEMENT Of' AGGREGAll- BASE IN ORDER TO AC141EVE UNIFORM ... .. -- I I I-- son Ari�(,jres ven Lj e . ;l I I-vor . 1 4 THE CONIRACTOR SHALL EXPOSE AND VERIFY ALL CRITICAL sEcTIONS ( C%IMPACTION. I -) � ! � I . - -,A ( � I EXISTING Ullt-IIIES PRIOR TO COMMENCEMENT OF CONS1ROCTION. I 1. " _p ..I . 1�-� .I... Y> (V -<\ lc_ , i 12. SURFACE DRAINAGE SHALL NOT BE LESS THAN 2X EXCEPT FOR PAVED Ap,%, . I . I .�:.�:.:l __4 0 -. 'J� % 0. . i Ar TA . 6 �)) "�';" 0 )) (;� _v .�> i 8. ALL. CONSTRUC'nON WORK AND INSTALLATION SHAI.t CONFORM TO ll�'F SURFACL'S ANO POSHIVE'. DRAINAGE SHALL BE MAINTAINFD AWAY FROM 1,4'p, -41, -Ir _�) ;�� z ( p um"h L(0�"` C 2r\"* Y--"A L 0 T%I'o 05" 2 AND 3 ) 0 c- 1%,1r, ,);:,* & ,l - ALL STRUCIURES AND SLOPES. I .1., ) �_ ATASCADC.RO CITY STANDARDS AND SPECIFICATIONS, AND All WORK I . 7 1 .1. . () . _�ll -,4t.` () I I I I I . ,Li_:, C) 0- �1, 4 SHALL BE SUBJECT TO THE APPROVAL OF TIiE CITY AND ENGINEER. I I � ) , , CT . . _� (,pt�,�,.� 0 1 13, ALL UNSUITABLE SOILS MATERIALS AND RUBBiSh AND DEBRIS I , . 0 0 1* .&lob& '00& rm% cu'�I., � . . *;�' it�,'ii 0 I- e .. d.�;�,,,". :'�,-. r,� I I (1,�_., �x 0 1 SPECIFICATIONS AND STANDARD PLANS AND THE I JOB SITE AND DISPOSED OF PROPERLY, -1 " 'U, u U ) _;3 .1) > I a 'c I C- Wllf.'N INSUFFICIENT��DETAILS OR SPECIFICATIONS ARE SHOWN, THE . DING OPERATIONS SHALL BE REMOVED FROM THE Am'"mAoow% 'o�.Arw%E"H*h 01"" I AL,IFUHNIA - ,�i_ 10- . 0".i.�-*�,7�1041lk 0 1�.� :.,�� STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATED 7-92 11 �; � � & �Q .,:�f?�'i� � - . 0 . , . ,,.� � .� I - IS HEREBY REF'ERENCED AND INCLUDED, 14, SLOPE CONSTRUCTION REQUIREMENTS INCLUDING TERRACING SHALL BE . 1 '4- :I: " 1;:� � I I I _0 . < I SPECIFIE0 BY THE SUPER'VISiNG SOILS ENGINEER PRIOR TO __`- (D (D I I I . (1) - I I D. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLET I .CONSTRUCTION OF GRADED SLOFIES. I %"...Vl � (I \ � _3 �, I I , RESPONSIBILITY FOR ME JOB SITE DURING THE COURSE OF THE PROJE( T . 1�� / �.- 0 c- c: . I . I AMWC—STANDARD CONSTRUCTION NOTES - SPFCIAL INSPECTIONS I 1. .;�� (D ro ".O, I SIT - � i INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 14S REQUIRFMFN 15. THE CONTRACTOR SHALL EMP10Y ALI. LABOR, r-,tl',UIPMENT AND METHODS '- --- ' - I I 1. ALL CONSTRUCTION & INSPECTIONS SHALL CONFORM TO 2010 CALIFORNIA \i . De . I I SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WOIRKiN( REQUIRED 'TO PREVENT HIS OPERAnONS FROM PRODUCING DUST IN 1. ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE ) I � . ct. 0 1 HOURS. "RIF, CONTRACTOR SHALL DEFEND, INDEMNIFY, AN.." HOLD THE AMOUNTS DAMAGING TO PROPIERTY, CULTIVATED WGETATION AND WI IIJAL WAIER'COMPANY (AMWC) STANDARDS AND POLICIES BUILDING CODE (CBC) CHAPTER 17, 1 . � � I \ 0 Z_ % i � . "% -6 ENGINEER, CITY HARMLESS FROM LIABILITY ARISING FROM, IIAIE DOMES'11C ANIMALS, OR CAUSING A NUISANCE TO PERSONS OCCUPYING ECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LAlFST I I . . 0 0 . : SOLE NEGLIGENCE OF THE CONTRACTOR, BUILOINGS IN DIE VICINIrY OF PIE JOB SITE. 111E CONTRACTOR EDITION. 2. SPECIAL INSPECTION REQUIREMENT ARE REQUIRED FOR THIS PROJECT, THE \ CURB/\f�IL 1 3 . I �HALL BE RESPONS113LE fOR ANY DAMAGE CAUSED BY DUST RESULTING - � OWNER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE I/ 11.,., 91 . I E, A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT T111E FROM HIS OPERATi-ONS. DUST ABATEMENT MEASURES SHALL BE 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC STANDARD 'SPECIFICATIONS, ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL . i 0 ! .11�1%,. ,\l, . I IMPROVFMENTS, WHEN COMPLETED, ARE IN ACCORDANCE WII-H THE PI_At't� I ELIEF' IS GRANTED BY THE GRADING INSPFC"FOR. DETAILS AND NOTES AND THE NOTES AND DETAILS SHOWN ON THESE PLANS, THF INSPECTORS TO PROVIDE INSPECTlONS DURING CONSTRUCT10N ON ALL / I 0 � - 4 Q . . . PRIOR TO THE REQUEST FOR FINAL INSPECTION. AS-BUit,I PLANS ARE TO 17, CONTRACTOR TO CALCULATE REQUIRED CUT AND FILL QUANTITIES. AMWC STANDARD SPECIFICATIONS, DETAILS AND NOTES SHALL PREVAIL, I TASKS IDENT)FIED BELOW. . I 1! ..%\ . I -:11 9) '1�1"�( I BE PREPARED AFTER CONSTRUCTION IS COMPLETED. lliE ENGINEER . I.; / . 1, . I . .*3 q . 1 C�7 . 3. SPECIAL INSPECTORS SHALL BE A QUALIFIED PERSON WfH0 SHALL , <\1 CERITIFYING THE IMPROVEMENTS AND PREPARING THE AS-BUILT PLANS SHALL 3. ALL MATFRIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ATASCADrRO t % 1.\ \l; BE PRESENT AT THE FINAL INSPECTION. 15. PRIOR TO ANY GRADING THE INSPE ONSIBLE FOR U lTiE STANDARD SPECIFICAT`IONS FOR NCE, TO THE SATISFACTION OF THE COUNTY 'i I \.. U'� -1-1.1 . (o /it I I 0 �� W SCHEDULING A PRE-CONSTRUCI)ON MEETING VATH THE. AFFEC'nNG BUILDING Df'PARTMFNT. NAMES AND QUALIFICATIONS OF SPECIAL , , j J\ . AGENCIES. PUBUC WORKS CONSTRUCTION, LA,rEST EDITION. ,\ I . ..'r �D 40 lc\. . F. THE INSPECTOR MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE INSPECTOR(S) SHALL BE SUBMITTED TO THE cOUNTY BUILDING DEPART`MENT \ \ \1 �� c /1-1 , Q) Francisco / EMS THAT MAY ARISE DURING T'HE COURSE OF 4. SEPARATION OF WATER MAINS AND SEWER MAINS SHALL BE 114' ACCORDANCE FOR APPROVAL. /.!/T/ � > - e (ri *q., �l Ave, 1) - I � 19. THE CONTRACTOR SHALL SE RESPONSIBLE FOR THE PROTEC11ON OF ALL � 1 3 \ `�A . . (/) 1. I CONSIRUCTION. ALL REVISIONS SHALL BE SUBJECT TO IFIL APPROVAL "' EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL. SUO, i NTH THE PROVISIONS IN TITLE 22 OF THE HEALTH AND SAFETY ",CODE. I 1_�jli I ,v .". 0 lJo 0 1 THE SCHOOL DISTRICT ENGINEER. 1, � 4. PONSIBLE FOR THE CONSTRUCTION OF COMPONENTS . \ .k� e lf�\ _` "Zc I �p_ 11 ,� MONUMENTS OR MARKERS DISTURBED SHALL BE RESET AT CONTRACTORS' 5. WATER MAINS AND APPURTENANCFS SHALL BE CONSTRUCTED IN CONFORMANCE LISTED IN IHE SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT I 0 I%, \ ..) 0, THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND EXPENSE. OF, RESPONSIBILITY TO THE COUNTY BUILDING DEPARTMENT AND THE OWNER � 11 ,.-V \ (1) . NTH THE PROVISIONS IN SECTION 306, UNDERGROUND CONDUIT dONSTRUCTION, OF THE I 11 � fU ,- I., ,*- w .2 SPECIFICA'nONS FOR THIS PROJECT ON 1"HE SITE AT ALL 11MES. ALL PRIOR TO THE COMMENCEMENT OF WORK. THE STATEMENT SHALL CONIAIN .1 . - . . . ;= u� STANDARD SPECIFICATIONS FOR THE POBLIC WORKS CONS TRU C_1`16N'�!LA TES T EDITION� S^ \ ICL, ID 0 -� 21. ALL ROUGH GRADING AND FINAL SOILS REPORT SHALL BE COMPLETED I v. I 0 c') t - CHANGES OCCURRING DURING TIiF PROJECT CONSTRUCTION SHALL BE Fl�c`)RUED . THE ITEMS LISTED IN CBC 1706.1, I%r \ 1) 1, 0 11 �r I 4 - C�-/ Q 'e, ON THESE PLANS. AND THEY SHALL BE TRANSMITTED TO THE PROJECT AND APPROVED BY THE ENGINEER PRIOR TO ISSUANCE OF FINAL 0;` I ...O ' ' 0 �r APPROVAL, 6, WATER MAINS AND APPURTENANCES SHALL BE TESTED IN CONFORMANCE WITH .__ , . ENGINEER TO INCORPORATE INTO THE AS-BUILT RECORD, I THE PROVISIONS IN SECTION 306-1.4, TESTING PIPELINES, OF , �� 5. � A FINAL REPORT PREPARED BY A SOIL OR Ct\At. ENGINEER SHALL BE , -)I _v ", SUBMITIFD TO ME FIELD INSPECTOR STATING THE WORK PERFORMED IS IN . I '! TOCKPILES OF EARTH SHALL BE APPROVED BY THE SPECIFICADONS FOR PUBLIC WORKS CON13TRUCTION, LATEST EDMON. ALL SERVICES, �� 2 � \ I VICINITY MAP. . I 11 fl, ALL STA1`10NING SHOWN ON THESE PLANS REFER TO CENTERLINE t"IN-ESS ENGINEER, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING FIRE HYDRANFS, VALVES, BLOW-OFFS, AIR-VACS AND OTHE APPURrENANCES SHALL SOBSTANTIAL CONFORMANCE WITH I'HE APPROVED PLANS, APPLICABLE ..ll;c, \1 %. % t I . - OTHERWISE NOTED. ; DUST, I BE INSIALLED PRIOR TO PRESSURE TESTING THE WATER MAIN, CODES, AND IS FOUND TO BE SUITABLE TO SUPPORT THE INTENDED :Z. 5 \'l k \ N.T.S, I I ORT SHALL INCLUDE ANY FIELD PROGRESS REPORTS, ; I I �I . ' 1. THE CONTRACTOR SHALL PRACTICE SAFFTY AT All 11IMES AND SHI, 24, A SOILS ENGINEER SHALL SUPERVISE THE GRADING AND .CERTtFY THAT 7. TRENCHES SHALL BE RESURFACED IN CONFORMANCE NTH CITY OF ATASCADERO COMPACTION DATA ETC. I I " I I i I I . . FURNI'SH, CRECT, MAINTAIN SUCH FENCES, BARRICADES, DEMURS, FLAG�� 1, ALL GRADING HAS BEEN COMPLETED IN CONFORMANCE Willi THESE PLANS:, STANDARDS AND lliE PROVISIONS IN SECTION 306-1.5, TRENCH RESURFACING, OF . I I i 1 do � 11 11 . ! . SFCTION 1705, STATEMENT OF SPECIAL INSPECTIONS: I I � . . LIGHTS AND SIGNS AS NECESSARY TO GIVE PROTECT110N TO THE PUBLIC � AND SPECIFICATIONS, CHAPTER 33 OF THE UNIFORM BUILUING CODE, T'HE STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION INCLUDING .0 1 6 .0 4 I . . I . � . . "" � : ALL -nws,"mE CONTRACTOR ,WILL, BE REQUIRED AND THE RECOMMENDATION OF THE PRELIMINARY S011-S REPORT, A TEMPORARY SURFACING. 1 1705.1 GENERAL. WHERE SPECIAL INSPECTION OR TESTING IS REOUIRED BY I I k \ \ � . TO KEEP TWO-WAY TRAFFIC OPEN AT ALL, TIMES UNLESS FINAL SOILS RFPORT SHALL BE PRO\vlDED IN ACCORDANCE NTH SEC11ON 1704-, 1707 OR 1708, THE REGISTERED DESIGN PROFESSIONAL IN I � \ � , �\ SEMA *,*^ . ME U,B,C., SEC11ON 3317. . 8. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED CONFORMANCE WITH � I � OTHERWISE APPROVED BY THE CITY, THE CONTRACTOP SHALL FURNISI CHAPTER 33 OV I I � ,ellw . RESPONSIBI.E CHARGE SHALL PREPARE A STATFMENT OF SPECIAL I % i LEGEND . IRAFFIC CONTROL PLAN TO PROVIDE FOR SAFE, EFFICIEN-1 TRAFFIC FLO I AMERICAN WATER WORKS ASSOCIATION STANDARD C651. DISINFE NG WATER MAINS. INSPECIIONS IN ACCORDANCE WITH SECTION 1705 FOR SUBMITTAL BYTHE I : \ \� . \ i. �l 0. ("I�pi I ff - =[ I' 11 i � 7 �. . - * : ND WORK, ROAD CLOSURES ARF NOT AUTHORIZI`'� - . NO CONNECTIONS TO FXISTING WATFR MAINS VAI L BE PERMITTEF TnL THE NEW I ' i �:i vt-w4io V ;".,4w 1, �� *� sloolowmam � : 25. EARTHWORK QUANTITIES, , I r. . ) u RY i CU T: 310 cly PERMIT APPLICATION (SEE SECTION 1704.1,I). 1 1 1 BLOCK Y-A \1 p I " T,�RIACT 80UNDA ' : . WATER MAIN IS SUCESSFULLY TIESTED AND DISINFECTFI). I CITY FATASC i!Rc)/Cc)mmUNITYDEVf_LoPMENT — - - I � 11 FIt L: 140 CY I I i I 11, PROPER7YLINF . I 1705,2 CONTFNT OF STATEMENT OF SPECIAL INSPECTtONS. THE STATEMENT I LOT 1 \ — — I : . . J. NO CONSTRUC-110N, WITHIN THE CALTRANS RIGHT-OF WAY OR FASf 4ENTS NOTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE 9. ATASCADERO MUTUAL WATER COMPANY SHALL. BE NOTIFIED . LEAST 48 HOURS I .,;.-SN"','-_.�&�__;1.I . . I RIGHT-OF-WAY . ! � " THOUT PLANS APPROVED BY IHE CALTRANS PERI I IN ADVANCE OF AIL WORK THAT WILL REQUIRE A DISRUPTION C 'ATER SERVICE. NO OF SPECIAL INSPECTIONS SHALL IDENTIFY THE FOLLOWING: 1 : I , . 9 NOT A PART) , \ ____ __ — CUR8 FACTORS AND LOSSES 01-1E TO CLEARING OPERATIONS ARE NOT w 1111-1 DFPARTMENT. THE CALIRANS INSPECTOR SHALL BE NOTIFIED AT LFAS'j i8 . . I DISRUPTION OF' WATER SERVICE WILL BE PERMITTED ON MONDAY, :RIDAYS, WEEKENDS I , I 8 ) �l 71 RVICES I ___ ' . , . HOURS PRIOR To THE STARTING OF CONSTRUClION. ANY WORK DONE INCLUDED. ,ESfimA*fFD EARTHWORK QUANTIlIES AR15- HASEb ON A) niE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE I I , 13ulLDIN(3 SE I,.:, � . ,HOUT OR f IOLIDAYS, r SPECIAL INSPEC'nON OR TESIING BY THE BUILDING OFFICIAL OR BY ME I i I �1'1� , I ! I APPROVAL PRIOR TO NOTIFYING THE COUNTY INSPECTOR MAY BE IREJE( ) AT THE DIFiFRENCE AS SHOWN ON THE PLAN, OR SUBGRADES, AND . 1. \11, ..,\ ,I/ 2, 1 A�o - OU TTER REGISTERVO DFSIGN PROl"CSSIONAL RESPONSIBLE FOR EACH PORTION OF i [I. ","am ,� / ft....W SIDEWALK , , . S' AND/OR OWNIERS' RISK. RDIt4G TO THESE FAC)"ORS. 10. CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED AT ALL VERTICAL lliE WORK, ) 'k , _.- am mww.__11��'__01' I- \ - - - - - - - --- , - BENDS, HORIZONTAL BENDS, AT PHE END OF THE PLUGGED MAINS, BEHIND TEFS AND I I --1 I --l-I . ,---7,-4.-' .:�___ -..-.-- .,m_"_."_-- -- DO.FM I &-2,7 2.1 . - EASEMENT I K� Ali WORK SHALL BE DONE IN CONFORMANCE WITH I"HE RECOMMEI *- MONS BEHIND FIRE HYDRANTS, SAN ANDRES AVE. ,,,." 1� ,� " 1\1 (;.mp 4 N(x_____, EXISTING -1 OF TH[-*.. PROJECT SOILS REPORT, � 1 13) THE TYPF AND EXTENT OF EACH SPECIAL INSPECPON. _,_ -l", 1 . '. � . . . .."'.- \ I _.- ..----- � - . .- .- I , !;%* I O'N" . . . _% N \1 RETAINING WALL . WATER- CONDI,noms . "". I � I I , I - ..___l__.;_�. _- 11. ATASCADERO MUTUAL WATEP COMPANY SHALL BE NOTIFIED AT LEAST 24 HOURS C) THF TYPE AND EXTENT OF EACH TEST, . - ---------. � � ft--*..." I I PRIOR TO STARTING ANY WORK ON THE WATER DISTRIBUTION FACILITIES. I -wok� 04- SLOPE (AS NO-TED) __T____�_— L. THE NAMES AND TELEPtIONE NUMBERS OF THE PROJFCT ENCINFER ,iolt.S A. WATER MAINS SHALI BE TESIED AFTER THE ROADWAYS AND THE SITE �t . �N_ _ __....... -1. , = ' ... I HAI�E- BEEN EiRouGHT '10 SU13GRAOE AND COMPACHON r,;fR'IIF'ICA'IION. D) AL)DITIONAL. RFOUIREMIENTS FOR SPFCIAL INSPEC71ON OR TESTING FOR SEISMIC � .. I . I � — _'�, .,�I - .,_ -__ "� � V ENGINEER, SURVEYOR AND CONSTRUCTION SUPERINTEI,,�DEN I SHALL BE . . 12. NO CHANCES SHALL BE MADE TO THE WATER DISTRIBU'nON FACILITIES SHOWN ON , ", '.., OR WIND RESISTANCE AS SPECIFIED IN SECTION 1705.3, 1705.4. I r,u9fA!FfED AND KEPT ON Flif IN 11-11E CONSIRUCnON OFFICE. THESE PLANS WITHOUT PRIOR APPROVAL OF ATASCADERO MUTUAL WATER COMPANY. . S I . B. ALL WATER MAINS AND' 3r_?ViCl%:' SHALL PASS OVER ALL SEWER MAINS I/i,d, � FINISHED GRADE CONTOURS --------- I PROJECTMAP*.. j 7.,00 P-M . ..,-- %�. . WATER MAIN Rot W_ M, 711E ALLOWT,'D HOURS OF OPERATION ARE 7:00 A�M. fC AND LATERALS WITli A kijNIM'kiM OF ONE FOOT OF VERTICAL CLEARANCE, 13, NO CONSTRUCTION SHALL BE STARTED ON THE WATER DISTRIBUT'ION FACILI,nES E) FOR EACH TYPE � . I MONDAY -niROUGH FRIDAY. ANY WORK REQUESTED ON Wt7f-KENDS AND 11LIDAYS UNLESS 011-IERWISE AU11-10RIZE-f) ON THE PLANS, Y. ATASCADERO OF SPFCIAL INSPECTION, IDENTIFICATION AS TO WETHER IT SCALE; i"'i;��-100 : , I SANITARY SEWER —a" S_ c WILL BE CON11NUOUS SPECIAL. INSPECTION OR PERIODIC SPECIAL I . . MLISr BE SUBMITTED IN WRITING AT LEAST 24 HOURS IN ADVANCE. ANY WILL NOT INSPECT THE WORK WITHOU'f APPROVED PLANS. . _ _"0" C. ALL WATER MAIN F!7nISIt'31S ITYS VALVES BFNDS ETC., SHALL HAVE , INSPECTION, . 1 . , ' .1 STORM DRAIN I .- I . FLANGE CONNrCTIONS WifH At�(jADJACENI* Fill'INGS. USE 1/2 LENGTH PIPE ,�_!`, CONS'IRUC'(ION PERFORMEO WITHOUT APPROVED PLANS AND aTi-iou'r IN�;PECTION HY I . . . , I GAS MAIN G G;— N, NO FIELD CHANCE SHALL BE ALLOWED ffniOUT WRITTEN APPROVA 8Y AT ALL CONNECTIONS FO Fll7','q(7�'N PER PIPE MANUFACIRJRERS' TU EPTED. k ... "I —F w— THE DESIGN ENGINEER AND O.S.A. SECTIO-`-, ',TABLE) 1704.7, REQUIRED VERIFICATION AND INSPUC110N OF SOILS. SHEET INDEX, � CIRE WATER I . . I. Ri:COMMENDA-TIONS. ALL GAfF VALVES SHALL BE RE,;: LIE.NT WEDGE UNLESS 14, ASBESTOS CEMENT (AC) PIPE IS PRESENT IN THE AMWC' SYSTEM AND MAY BE .. . ..iST. WATER LINE I . ij�I . . . . "I". .1.1 01)IERMSE SHOWN ON (VIE PLANS. I . A) WRIFY MATERIALS F3FLOW FOOTINGS ARE ADEQUATF TO ACHIEVE THE DESIGN . I 11 1. .I f,,, I . . . . � 0. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FRI'll THE PROJE' AND ENCOUNTERED BY THE CONTRACTORS. IT SHALL BE 'THE CONTRACTOR'S SOLE . 1 . C1 .0 — TITLE SHEET . EXIST, c. ,N. SEWER �. I ; I i BE PLACED AT A SUITABLE* DISPOSAL SITE. I D� PIRE HYDRANT Af-I'SEMBLIES GAlf VALVE BOX AND ANCHOR, AIR RELEASE RESPONSIBILITY TO HANDLE, MIDIFY, DEMOLISH, REMOVE, HAUL AND OISPOSE OF AC 8FAR!NG CAPACIT'� SHALL BE PERFORMFD PERIODICALLY DURING TASK, . 11 EXIST. STORM DRAIN , I I PIlPE IN CONFORMANCE WITH ALL LOCAL, STATE AND FFDERAL REGULATION INCLUDING 2. C2,0 — STREET IMPROVEMENT PLAN — ATASCADERO AVENUE - I . 1. � .1 I P. IT SHALL BE ITIE RFSPONSIBILITY OF THE CONTRACTOR'S) TO BE VALVES AND THRUS'MIOCKS �'HALL BE CONSTRUCTED IN ACCORDANCE WITH F3) VrRIFY EXCAVA11ONS ARI� EXTENDEO TO PROPER 0FPTIi AND HAVE REACHED EXIST. GAS I ' k THE Cll�Y OF ATASCADER0 STANDARD DRAWINGS ALL REPORTING AND RECORD KEEPING REQUIREMENTS FOR ASBESTOS-CONIAINING ' ' r. EX. S.S, MANHOLE I i FULLY INFORMED OF AND TO COMPLY NTH ALL LAWS, ORDINANCES, COI ;. . MATERIALS, PROPER MATERIAL, SHALL BE PERFORMED PERIODICALLY DURING TASK. 3. C2.1 — STREET IMPROVEMENT F . \ 0 __ __ - S ; REQUIREMENTS, AND STANDARDS WPHICH IN ANY MANNER Al'FICT THF C'-, �SF S.S. LATERAL 11 _ % `MPLOYIED IN IE � C) PERFORM CLASSIFICA11ON AND TESTING OF CONTROLLED FILL MATT WATER SER\ACE - ____W ; OF CONSTRUCTION OF THIS PROJECT, THOSE ENGAGED OR L E. PVC PIPE SHALL BE CLASS 1,50 'SCHEDULE 40) AND SHALL CONFORM RIALS, SHALL 4. C2.2 — STREET IMPROVEMENT PLAN — SAN ANDRES AVE�UE I ! ,110N. ENTS OF A.W.W.A. SPECIFICATIONS C900 FOR BE PERFORMED PERIODICALLY DURING TASK, . ; CONSTRUCTION. OR THE MATERIALS USED IN THE CONS-TRUC TO AND MEET THE REQ I UIREM FIRE HYDRANT - * 0 12 INCHES AND SMALLFR. 5. C3.0 — STREET SECTIONS GASLATERAL . G 0. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR THE PROTECTION 0 rHE VE BOX COVERS SHALL BE ADJUSTED TO FINISH GRADE. D) VERIFY USE OF PROPER MATERIALS, DENSMES AND LIFT THICKNESSES DURING _nLfTY TRENCH UT . PUBLIC AND PRIVAIF_ PROPERTY ADJACENT TO THE WORK AREA AND St 11 F. . A.LL VAL MPACTION OF CONTROLLED FILL, SHALL BE PERFORMED 6. C4.0 — CONSTRUCTION DETAILS - U EXERCISE DUE CA011ON TO AVOID DAMAGE 10 SUCH PROPERTY. THE CONIINUOUSLY DURING TASK. EXISTlNG UTILITY BOX C�71 � CONTRACTOR SHALL REPLACE AND REPAIR 'TO THEIR ORIGINAL CONDiT10' U_ G. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS TO EXACT GENERAL PIPELINE CONDITIONS I " I �1, CLEANOUT 0 - EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE WORK AREA Wlllc,� kRE I LOCATION BY CENTERLINE STATION AND MAIN DEPTH OF ALL WATER FACILITY s � E) 'PPIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBCRADE7 AND VERIFY .7, C5,0 — TRAFFIC CONTROL PLAN . TC . TO MARK ' PERFORMED I ., NOT DESIGNED FOR REMOVAL, AND ARE DAMAGED OR REMOVFD AS A R' LT OF LVES !�-F*!S ANQ OTHER FITTINGS METERS AND OTHER A. THE "CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIE IIIAT SITF HAD BEEN PREPARED PROPERLY, SHALL HF PERTINEN I FEATURES FOR 'TIIE PURPOSE OF PROVIDING IfiF ENG 8. C6.0 — COMPOSITE UTILITY PLAN TOP OF WALL TW - HIS OPERATIONS, AND BE REQUIRED 1-0 REPAIR OR REPLACL SAME TO 1 ,INFER 0 IH LOCATIONS AND SHALL, POT-HOLE ALL UTI[ITY CROSSING,S PRIOR 'FO STAKING PERIODICALLY DURING TASK. , SATISFACTION OF AND AS DIRECTED BY THE INSPECTOR OR UlIL.ITY A BASIS FOR AS-BUJI.1 DRAVANGS. A "W" SHALL BE CLEARLY MARKED ON AND PRIOR TO ANY PIPELINE EXCAVATION TO ALI OW GRADE REkASI,ONS IF � TO . . COMPANY. THE CURB FACE FOR SERVICE LOCA110N. NECESSITATED BY ACTUAL LOCATIONS. I OBSE4VATION & TIESTING PROGRAM. . TOP OF FOO'flNG TF I 'r - I , STORM DRAIN CONDITIONS GB I R. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WrHIN THE RIGHIS-. H. A'CONTINU'00S IRACER PIPE SHALL HE PLACED OVER THE WATER MAIN 8, THE ENGINEER OR REPRESENTA71VE SHALL,REVIEW ALL CUT SHEETS To THE �PROJECT SOII.S ENGINFFR SHALL PERFORM THE INSPECTION & TESTING FOR . PUBLIC UFILITY EASEMENT PUE � , , OF-WAY SHALL HAVE AN APPROPRIATE CONTRACTORS' LIC04SE, A LOCAL AND BROUGHT INTO THE— ' CHECK GRADES PRIOR TO TRENCHING. T'HE FOLLOWING TASKS; A. ADS "N-12" (OR EQUAL) HDI". MATERIALS AND INSTALLATION SHALL "I VALVE CHAMHERS FOR TESTING. FLOW LINE FL . I BUSINESS LICENSE, AND SHALL OBTAIN AN ENCROACHMENT PERMIT AS . FINAL. PLANS COMPLY NTH THE REFERENCED STANDARD SPECI FI CATIONS. JOINTS SHALL REQUIRED BY ANY AGENCY. I 'KETED JOINT ASSEMBLY. ON-SHE STORM !NVERT I INV I. THE CONTRACTOR SHALL FURNISH SUPPHERS' CERTIFICATES STATING C. THE CONTRACTOR SHALL CONTACT, ,ANY AFFECTED UTILITY COMPANIES I STRIPPING AND CLEARING OF VEGETA71ON I HE INTEGRAL SOCKET END AND GAS . FG . THAT ALL PIPE, VALVES, FITTINGS, PROTECTIVE COAIINGS AND ALL OTHER AT LFAST 48 HOURS BEFORE BEGINNING EXCAVATION AND SHALL VERIFY RECOMPACTION OF SCARIFICATION SOILS DRAINS SHALL BE HDPE. RCP PIPE SHALL BE' USED WIMIN THE R.O.W, FINISHED GRADE '. . I *,11ATERIALS COMPLY WITH fHE REQUIRLMENTS 'THE PROJECT SPECIFICATIONS. RESENTATIVE OF EACH COMPANY WILL HE PRESENT . FILL PLACEMENT AND COMPACTION I . B. DROP INLEI-S SHALL BE CONS'IRLICfED IN ACCORDANCE WITH DETAILS FINISHED SURFACE FS . GRADING KTES I""" DURING EXCAVATION: I OVER EXCAVATING a � AND REFERENCES PROADED. GRATES SHALL BE ADEQUATE FOR STATE OF EXISTING GRADE EG I � I VERIFICAT10N OF SOILS CALIFORNIA HS-20 'TRArFIC LOADING. 'ORCEO q 1. ALL GRADING SHALL CONFORM WITH PLANS AND SPECIFICATION 1 LOCATIONS AND ELEVATIIONS or FXISTING U'nt..I"nES WHERE SHOW ON VICE ALERT (USA) - 811 - MEMBER USA � FINAL REPORT C. AL-L. DRAINAGE OUTI-ET STRUCTURES SHALL BE CLASS "A" REINF AC . 1. REQUIRFMENTS AND THE 1998 UNIFORM BUILDING CODF,%-'CHAPTER I S D ON AVAII.A13HE RECORDS AND ARE APPROXIMATE ONLY. SOUT'HERN CALIFORNIA GAS CO. - MEMBER USA OR PORTLAND CEMENT C . I - 11 IE CROSSING'OF lliESF illIHIIES WITH WATER MAINS SHALL TENTATIVELY I -, _____________________ TADS EQUIREMENTS PrERTAINING THLRETO, AND nIF ' PACIFIC GAS AND ELECTRIC CO. - MEMBER USA THE "WIt, ENGINEER OF WORK SHALL BE PENDING PHONE D. PVC SHALL BE. SDR 35 W'ni IN rEGRAL SOCKI-T END FOR GASKEIED -,J�_ .-HE CONTRACTOR SHALL HAND EXPOSE . t i � � ) BE AS SHOWN ON R-IE: PLI�NS. T. �, 11 6,-".,e��j I kl RECOMMENDATIONS AND REQUIREMENTS OF THE SOIIS FNGINFER, Uf -17-R I JOINT ASSEMBLY. PIPE FITTINGS A'''0 JOINTS SHALL HE IN Flt]`_,�`l , . �_ UTILITIES PRIOR TO ANY ,"',ONSTROGTION Of: WATER MAINS IN ORDER TO . I . "ENGINEERED GRADING REQUIREMENTS'. VERIFY LOCATIoN AND DEj�,I'H, WHERF WATER MAINS CANNOT BE MAINTAINED � SOILS REPORT # PENDING owlymsEWCES BLE REQUIRLMENIS ASTM 3034, � D. PIPELINES SHALL BE INSTALLED AFTER THE-ROADWAYS AND �'HE SITE R11-1 .. . I 1, JAN 2 ,, 2m 1 2. ALL GRADING SHALL CONFORM WITH THE RECOMMEND A TIONS AND W-11i AT LEAST 36 INCM�'S COVVR AND 6 INCHES CLEARANCE FROM THE O SUBGRADE. I THE PROJECT FNGINFFR OF WORK SHALL PERFORM THE INSPECTION F ' ' ' ) ' . -RING REPORI UflUTIES, UNLESS 01111ERWISE SPE011"ll.:1) ON lHf' PLANS, IHF ENGINEER FOLLOWING TASKS: Vi REQuIREMENTS OF THE PROJECT GEOTECHNICAL ENGINFL, i oA"' PROVED . : , ' BY BUENA GEOTECHNiCAL SERVICES, DATED FEBRUARY 10, 2006 SHALL BE NOTIFIED AND IVIE WA'h'.R MAIN DEPI)l WiL BE ADJUS'ILD TO MEET I I ROUGH GRADING & SITE PREPARATION CrrY OF ATASQkDEf4Q/CQMMUNITY DEVELOPMEW , SEWER CONDITIONS DiIS REPORT SHALL BE INCORPORATED !NTO TH15' PIAN AND MADE i THE NECESSARY DEPTIt AND CLLARANCE REQUIREMENTS, . FINAL GRADING INSPECTION PRIOR TO FINAL COUNTY INSPECIION I COMINI 1114,11,I.,oi-AT-1;Tlr4lF-ffl I PART HEREOF AS IF SPFtI,ED OUF IN ITS ENTIRETY HEREON, , APPLICABLE CODES . L-_-._'_-'_ ' ." . ". ' _ - t -1 - , -wv\ K. LOCATIONS AND F "VATIONS Or EXISIING WATER UNES AND 11 THE PROJECT ENGINEER OF WORK SHALL BE TIM ROBERTS OF ROBFRW_ q A. ALL SFKR CLEANOUT RIMS SHALL RIF ADJUSTED TO FINISH GRADE IN BENCH MARK. /--,, APPOR'l[ENANOFS ARE APPNOYIMATE. W"ERF CONNECfIONS 'To EXISIING LINES 2013 Building Stondords Codes ENGINEERING, INC., RcE 35366, 2015 VISTA DE LA VINA, TEMPLElUN, UA13LJILDING SEj�V�JCES�� PAVED AREAS AND TO 6" ABOVE FINISH GRADE IN UNTRAvEt.ED LANDSCAPED 3, AREAS TO BE GRADED SHALL BE CLEARED OF ALL. VF(';;,FTATION, . I I -�f ' 'OR SHALL EXPOSE 6 Calitornia Building Code, Volsi 1 & 2 (�012 IBC) 1 93465, PHONE (805) 239-0664 4w4f INCLODING ROOTS AND OTIiER MATERIAL UNSUITABLL� f GIR STRUCTURAL ARE 1*0 BE MAOF, A'S �' 1OWN ON '111t. PLANS, niL CONIRACI AREAS� IS SURVEY IS A BRASS CA % THE EXISTING IIN',r' AND NGIIfY THE LNGINEER OF LOCATION, ELEVATION * California Residential Code (New) (2012 IRC) DATE lrn� SDR 35 - HAVING AN '- , _1_2 ,3 FILL, AND SCARIFIED TO A MINIMUM DEPTH OF 12". �/.j=, 6, SANITARY SEWER PIPE SHALL BE PVC OR ABS. PVC SHALL BE I TOP OF CURB, IN FRONT OF *6717 MORRO ROAD . AND TYPE OF PIPE AND/OR FITIINGS PRIOR TO ANY CONSTRUCTION. THE NGINEFR OR dORK SHALL STATE IN WRITING THE WORK IS IN SUBST WrH INTEGRAL SOCKET END FOR 0ASKETED JOINT ASSEMBLY. PIPE ELEVA,nON OF 872,00 PER NAVD29. i�. � * Colitornic Plumbing Ccde (2012 UPC) I FITTINGS AND JOINTS SHALL BE IN CONFORMANCE NTH 'THE APPLICABLE 'I-, f . 11 . . California Mechanical Code (2U12 UMC) CONFORMANCE 0114 -ME APPROVED PLANS, 0 IJLDG.PEsmIT NO: , 1� _11A 14'. I . . 4. - IN AREAS TO RECEIVE FILL., THE EXISTING SOILS SHALL BE * 4 . I. . ,�p %1. SCARIFIED AND COMPACTED TO A MINIMUM OF NINFTY PERCENT (90%) OF L, PRESSURE TESTING OF THE SYS7M SHALL BE DONE WHEN SERVICES AND 0 California Electrical Code (2011 NEC) � REQUIREMENTS ASTM 3034. " .-_�.. <�� : ' '� RELATED FITIINGS ARE IN'�ifklf.".D PR(lPFRLY AND AIA, METER 13OXES ARE SET, THE PERSON RESPONSIBLE FOR BMP INSPECTION IS I SPD- ump C. SFWFR CLEAN-OUTS SHALL BF CONSIRUCTED IN ACCORDANCE NTH THE N�,I., ;,o.�' i - I I . .. I .1 "'11�1 I C. .�."'l'. MAXIMUM DENSITY. THE FILL, MATEkIAL OBTAIN0 I ROM 01HER ARUI�ls I - 0 Colifornia Energy Code (v.2008 until 7/l/2014) � 1.� <74 - I Z' ON THE SHE MAY OE PLACED IN ^nIIN LAYURS AND ("(,IMPACTED TO A TO PROP�k G'RADE., NO i'FIRMANENT CONNECTIONS TO EXISIING-WATERLINES 6 Colitornia Green Building Code PHONV (805) , CITY OF ATASCAUERO STANDARD OETAIL No. 605 . �' SHAll HE MADE UNTIL Alt, I'll-k-SSURE TEblING AND BACIERIA IESTING 15 D. THE CONlf<ACfOR SHALL PROV;DF AS-BUILT INFORMATION AS TO EXACT "'.. /,�,_ " . . . �,,.'�%.-, ....,f-1� or - e*: "� " L CUI "AT 1HE TOE OF TI IF SLOPE . I 41 California Reference Standords Code 'TFRMINATE, PROVIDING 11-iF- ENGIN Il,-R WITH A BASIS FOR AS-BUILT � , N.. . AT LEAST TEN FEET WIDE AND INTO FIRM NATURAI PURPOSES, HOWEVER,.PROPER BACK FLOW PROTEC'nON DEVICES WILL BF IVA *N""��'__-_,� I . I I �.;�j s", MINIMUM OF NINETY FIERCENT (90%) Of' MAXIMUM DENS![Y. WHERE I ILLS .1 COMPLElE. JEMPORARY CONNECII(INS MAY BE ALLOWFD-FOR CONSIRUCTION * California Fire Code. (2012 IFC) LOCATION AND DEPTH OF ALL SF:M'F� LATERALS AT T14E POINT W4ERF THEY BASIS OF BEARING 1, . , - 1. SOILS, AS THE" RE&IRED, I DRAWINGS. It V,', " FILL MATERIAL IS PLACED UP PIE SLOPE, BENCHES ,�>IIALL HE CUTI AT THE BASIS OF BEARINGS FOR THIS SURVEY Is WWETI� 044V, " . I I E. SEWER MAINS SHALL BE TFSTF.0 AFTER ROADWAYS AND THE SITE HAVE r 3�,-.�_,-, REGULAR INTERVALS INTO FIRM NATURAL SOILS. NORTH, AS DETERMINED BY GP-) MEASUREMENTS"'Ar#,, 1��;b.. M� THE C'ITY OF ATASCADERO IS V BF NOTIFIED OF ALL WORK INVOLVING fA,4 : ,�1*1,1*28EEN BROUGHT TO SUBGRADE AND AF fER COMPAcTION CER111FICATION. I . . ,," �,� I / . v ,ou(t_T- 13y-OMDate--..— ,..�,�,* �-'-- cl (.? 7 11 SHUTTING OFF WATER AT ANY TIME FOR ANY REASON. t INF. ��,17 � , ?P-�?&- c (1010 F. ALL TRLNCHES SHALL BE SAND BACKFILLED. ,�,:)".;. , - 5, PRIOR TO PLACEMFNT OF FILL MATERIAL, 7I-IE PREIPARED AREA SHAll 5 SHALL BE' "I --..Mmmmwm- " ,'i`.-�,, <g I PRESSURIZED AND PR0'fE(7rF_D FROM BACK FLOW CONDITIONS W110i COULD I F I � pt lini,1c wnR KS 1, 1,�,�!'�',-,-" 4T / BE INSPECTED AND APPROVED BY A STAT�-_ INSPECTOf� AND BY llif' CAUSE BACTFRIA AND DIRT TO ENTER LINES. ,OF I . . . �,,,�r,-�,`!"s,.. I �1� p SUPERVISING SOILS ENGINEER. / i"'. 0 I ____ �c.�- 4.",f--- - . 1 ,4 P --.-..I- 4 . ._____ ---------.--. _._...__._. _____ ---------I--.-- -- -- - - —______ — - —_ -IN ff A iM i - ---- .,- 6. CUT AND FILL SLOPFS SHALL NOT EXCEED A GRADE Of 2 HORIZONTAL N, BEFORE ANY PRESSUkE TES11NO IS DONE FOR ll��.PECTION THE 1; i14 jl� p if I . . . - . I 4 f ,RTIFIED STABLE BY - IF SOILS ENG0,"ER, )S; ALL SERVICES I T_/v TO 1 VERTICAL (2:1) UNLESS CIE l't-FIED PER PROJECT STANDAR6 . R E V I ' S I 0. �N S-_---.---- TRACT 2959 — PU13LIC IMPROVEMENTS INSTAI.LED AND TO GRADE. ALL MAIN UNE CONTROL VALVES MUST HAVE 't - ____ .___ -_.-� ..-- - ___.-—- ---- , . . 3 - ,___,�� These plons ond specifications, and the NO, BY DATE D E S C R IP T I 0 N �l 11 ------___._ NGINEER. 05 66 rv;l _ CHAMBERS SET TO GRADE, ALL BL(.;W--OFF AIR-VALVES AND FIRE HYDRANTS , ;a . ,( -------------- -.-,- ,__,__,____...,___,__._____.... -_ . "" I * Exp."00 f 0�(.VES 0 1,.11 ideav4- and designs incorporated herein, are . ,,,v,�)p it ni iete,ir it ini(,Qr 7, FILL MATERIAL, APPROVED BY THE SUPERMSINO SOILS ENGINEER, MUSr BE INSTALLED. FINAL PRESSURE TESTING SHALL- BE DONE AT THIS � -1.___�� Aw � . R,o lb)(er its, IE I.. - . � ;"I/ : * - " 'N _____.____..__. .,___ __... POINT, I � 1�� 1�� i i . p 4y .i�lll instf-iments of service piepored fur the ___.______.__.___ _-, . � . TITLE SHEET I I SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES IN COMPACTF!) k Olvil. c: I . .�)11 constru(�tjon of work shown hereon and I " I 't. " - ---- Till( KNESS, MOIS'll-NED OR DRIED AS NECESSARY '10 NL-AR OPTIMUM 4, L _�,/ ." _____,_-_._._l-______ -------.-.—.-..-- _.__.__.__..______..---.-,.-..-,--,.,.-. Timotliv ,13. Roberts . .- ----.---------- _______.__ ... 1%,- , _`,.�l ''. Sholl not be usea in ��hcjle or i(i part tor � 11 - ' __ > .MOISTURE CONTENT, AND COMPACIED BY A APPRbvEt) ME1110D. O. CLEARANCE AT EXISTING PIPES OR STRUCTURES OVER 8'" O.D. SHALL v(*CAL* DIGAL RT , 4 - ' � ony other project without written authority ______._._.___,__,_.___ ------- -4. '4 BE NOT LESS THAN 12" UNLESS OTfIERWISF SPECIFIED. A SAND BEDDING O."", T , �'%.^' *%-,W- - I � ---.-------I -_ — Civil f�rigineer RICE 3,5366 . I i t-15 -'o . jb.)o I of R:)berts Engineering, Inc. I CITY OF ATASCADERO, CA, 11._) D BETWEEN rHE IOP OF lliE WArERLINE AND ME BOTTOM OF -�" .. I .. - ------.— .- . 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM O� 90% OF I — ___ - _-.-- 20 1 5 Vista de la Vina --.-.- - I __ - - - __ - -9. � ,.-. THF EXISTING PIPE OR SIRUCTURE UNtFS5 OTHERMSE SHOWN ON PLANS. 11 Exp. 9/�0/15 � , __ - - - SHFET: . I I . - � MAXIMUM DENSITY AS DETERMINFID BY A.S.T.M. D-1551- 78 (MODIFIFI) .,., * I I * � COPYright c 2014 Timothy P. Roberts, I I ,-.-_,-----,l. . ,� ,j TO 3 I.AYERS) AND SO CER-11FIED BY TESTS AND RI:PORTS BY fl-iE \ I Roberts Engineering, Iric All rights - I 11�1�� .,. Templeton, CA 93465 "' '. i () SUPFRVISING SOILS ENGINEER. SOILS TE'ST SHALL. Lit CONOUCTED P I' P. ALL TRENCHES SHALL BF SAND BACKFILLFO, UNLESS OTHERWISE APPROVED . 1 \ reser 'CEP I ED 0 Y: IMI& A& . Phone (805) 239-0664 0. 12-18-2014 'domms— I - .. ..—........� -1i . X 1 1 \:, . " . I I .... . I .. —1.0 I BY 'ME ENGINEER. . oil ved. Copies ot this drawing shall 1� ) . Z" c I 11. N01 LE!�S THAN ON 8- INCHES OF 1-11.1- AND FOR FACH I NO- ,�- 4 - . ", 4' ..-�_ h0vc4 this notice. ' .,�,-. � ' ix \'805) 238-6148 . li.IY P. ROBEJ�'!S, R�C.E. 35366 EXP. 9-30- 15 ,� Z/I& .� DATE i . X) 500 CUBIC YARDS OF FILL. I I I� �,��-� T/ _� FL TIMC, - - - ------ I __` � I , � a . . ' ail robertseng,TY,,charter.net - - -------------- w SH -7 ,;47- .1. � Z",--, .---- ,.,.._..� Kim , __ __ - �7 . ,� ,,, ., ______-___- - JOB NUMBEH 11 . 1: I 7[`�A'WN By. OF-SiGNIF0 BY� CHECKE17TSCAt F, . 1 �'4 ..,/; , �'l c I- �, �)'U '.:" -, L:' ',2/31/15 1 OF 8 . , , I ". �l I im TR TR NOTED 14-010 e, I __ ____-._l____.__.. I ;- City Engineer � I .. I I I I I .--- 1�,= � -____ I IM map (1, . \ , , % � , , , , � � ' ' ' ' ' ' '_""\'�"\"�"� �\, ' , "� h , ffmmmllmft� = m � � 7�ZN or'-IRK lr---Im . ,�,7A moh' �� IL Am a In �� .. STHEET ImFrIOVEMENT mFLANS FOR TRACT 2959 1 r I i I `� , I , "I X '� '\', '1� \�'\ I \ \'\" ///11 3 \ ' I I I / t \ � � 1 1 1 1 1 ; I � . � I I I 11111 �1 I . , � , 1. I I I I I - l--_ - -_-------- --l-i----_1 I-�I-----_______._-,--,-,.--..,- -11-1-11 -1 .-I-11-1-1--1.11 I-, _._____. 111- 1-1�--. -.�--�"-,--. -,-"-,�-11�--,--,-'I------1---,---------------- - -----,-- - ------- ,- _ _ -. 11- -l' I I I,.-, '-- 11- 11 11 _111.1- 11 ' 'I 'll , I - 1. - - - I I - .1 . - .11 -1-1-11- � � � - I 1-1. 1111 .11 I ' ll 11 I _ 11-1 - I 1 - 1 11 - I I - I - I I - -11 __ 1. I- - - I I .� I... 11 1. � � I 11 .1 11. I 1-1 I I 11 11.11 1'' . -I I � I-, - 1 - . .1 "I .-I'll, I'll, I I I I I 1 . I I .11 I � � - I <�;,- ,r.^ ' STA. 9+99—tJ.8'± RT I I EXIS 1 ING SSMH t }' T TI J 0T CUR \ �, _ _ _ _ _ d�Lc, .I�. �� .�� _ _ _ VE RATA TABLE CURVEOELTA RADIUS LENGHT ,,,� \ti t t ,-- �--- !=" =r! ...M-.—m -44'r_, ,n. . _•.._..-_,.....__._.. , . ..M__ . . , . ,__ ,..._., , __�, . .,_.. �.,,.._._..._,-..,w=,,,� ,.,,.. 1 M,n,.,n....,, , , Y h '#' _w,,,, ..,••,.,.e, ..,SIA:. 1 +,7 V.�V ATA SS,.r/R i..,715J-`A 70.,.�UEv"'" �19'P F 'w YIIIAII•► M9! i `1MwW -t rr. y^2, t C1 14`(jo o. 120.ao 29,32 "" ti 1 EXISTING SANITARY SEWER I STREET SECTIQN I'ER DETAIL f7N THIS SNEE.T ANIS SHLET N�►. C35t7, __ .._..�,... . , �``�� %`'"'"= STA, 15+76.94 NAVAJCA AVENUE ~. fEXISTING STORM DRAIN . C2 87'57'29" 30.40 46,05 i 't t q t' -^ , � � '�.'.... ! STA.g°.j 2+1_6± - 7.4tf L� C t . "i • 2 INSTALL 6" CURB & GUTTER PER CITY Off' j.-AS. STD, No. 418. C3 11'C I' ' 159!1,60 307.96 �,.� �� _- .� .._ 1-',�� ...._... _ ..� - -. .;_._,.. - . 1I ..,.._.-� ....,��3...,.._1-;"--� .... i .K,... _,.`� 7,.�,_,,. EXIS LING SbMiN�� -� �.,..... _..-r �,�.,. ... .J-0......�_..". ,-. F- 8 T'YP STA. 13+77.3±-11.211 LT C4 9' o'4a'�� 1573.60 256,67 ) �1 _- A •�w__ -__,._. 11 •. I _._.......... _ w�.,._.,• _._ - ___-__ I-.,,_... ..._...._. ,,,n� �'f-'� �- � � � � ._ ,, � ,`'.K11NT � EXiS,'11NG TREE; T Mw�,.., . � " _ _ _ �� p. yµ.�. �, ,""_.�: 0 REMAIN °� EXISTING SSCt� 3 !INSTALL 4 SIflEWALK PER CITY QF ATAS. STT). Nt, 419. C5 6 .59 36 2203.70 �265.198 . � STA. 1 O+41¢2 7,5 s'�fi. ,._.,,� f r� # _._,,.......- �. � � � r`•' � PROTECT IN PLACE �� " --�-•�...,, . ' ` .„-�. 4'(I '28" 21E3�,7CI 151.16 ', 2 �°• .._.-•.-�",." � � E X i S TI N G S f 3 i�4 H.. ._._ �..�. ._._ _,._ .� M ._... .,_. "~-�_.. ._.., .... .�.. � .._. ..1_. .11.1. _.__ _ _. ! .Y..""�- _._. _w. ,._... ._ f � -'y TC3 8 E f� Chili`D � i f � ,,.-�.,,,. 4 INSTALL RESIDENTIAL DRIVEWAY PER CITY OF" ATAS, STD. No. 423. C;6 -- _ _ _. - - - www._ .� �" ---��>~..- .� � -.. ... -- � --- �> i C� t a•yq'a " :c.00 7©; �� _ _ f� ,. _ _ « i ) H i� -� -- '" i: , �. ., ,,,,,,,4 p2,,,•�_ ) '"- ,.,.... .. ___, ____, _,_. — ____._ .____ ,,.. .,...,. .•«..... ..._. ,.,..� ....w,,, ,....,, .,— ...._. ., r_.�-e x.•__•_ ._,. mow. ..��..:.`^n... •A,,.; .:_,— 7""--- ,.--""' } ..•,_. ...._. _.._ --•-••....•-••,..,f••» k -,^ -� p 1 SAWCUT 2° MIN. FROM EXISTING EDGE OF PAVEMENT TO PPOVIDE C8 24'08'49" �40,00 16.86 _ .._. ._..�,. 0 �', 1 .��" -.•' II ,1+00 �� r :; ��"`�„,�� 1�I oo � �I ` `` -� `� ~- �... ��t40 P ��,i,i �, ';'k �� I��r � � VER'! L SURFACES AND SQUARE CQRNERa. CU 1 EgGES 'x'11 8E C� 4`L�a 40, 0 1 .86 �,. ._. N 3� 49 49 _ ._ – �., _ -.,, *k _ __ __- �f . +-... - -- ................. 1...1.1..1....Y� .. .11....1. ......�.-._.-...-...«w.....,.w...,w.++..,. 'f _ µ �rw} .w.,..,. •..._�..,.1„ .._._...w_....,..,,__ .�........ _ ,...._._...,.,,.-�. ....... ._........... ...... � «....,.... ...+._._........,.... ,y H. .n...mm,,rww+•., „w•w+. _�....air.., .w'�Mn...w.. h „V STRAIGHT AND NEAT iN APPEARAhICE. C10 6'21°07” 41_7 00 46.23 �, .. __, _ .,_.._.��....�I" �~la' NL A D IPJFa �"` _ • XIS NG V `�-` _ _ S �- -"',' , _1, � m..-�. 0 M E TI --- ; f C11 4{I. 1 !' ► `.. Y 1 "- € -1 r�_. 4 . to 6 CONNECT Tf7 EXISTING WATERLINE, (EXACT HOR1zANTAI A>.^ VERTICAL 26a31 28 Y QQ 8.52 % f _«__..._. WATERLINE _ 0, _►•-t . _� . - `` 1, --.,`` ^mmY .�, SEE DETAIL BELOW ., _..... ,.. . w...�. „ i .._ ", C12 40 DQ 15 34 _. ..,....... .._.•, t ,' .rr._ _ :. , zr ,.... ._ _... .� ,. 'ct LOCATION TO BE VERIFIED IN F IEI D). ..._.,.�_.�,„M ,._ I.__ - �__ •.._. .v �. - _,�,•.:," �^v... ,_, ,....._......_. - � ._ ,� w.. tj �4af .� ��. _.� .... . __., ^ C13 3,1 10 41a as 22.80 16 t ;.. ` °.� ,..�..., _..- ....�.�->,. .�..,..:�,, I..�• �•-- To E3E REMC� D �_ r +-•'ar.w—, w._ .,_....._,._. .�.tYl ; _.., -- -,. __.._. .. --_.... �._, _ �/ g`y t _____........._. .�. -.- t'l E}4. .Lf. • .. N wrt..w ,e r („ Y V.1 _ ,--t^......•.-.....,•�..... •• �,A„+�e ,,� { :,.�,w+ar; •�' ....•. 11.11.� `�•• . » C14 430.00 146.98 ... ,.. ti.a. ; :...v.....,n... .,M ;, - 1... ,,,� `��- --� ,�. tNST L 1 RV C -_. t3 W I AN ATER SE E Ct7NNECTIC7N .. ,.w Q WATER METERS �. ...•.,., ....> :5 .nm ... _ m. ..,, _,,, PER ; ,•._.; _"'y.. . . ., :.. _ YIt _...,___... . _ ..; __ _ ...,. r^t �.. . ,. , } .► _,,w ` - --.,- 0 '� ••,� �� ,r• ,, y ► ; ^-"'^ .. 1..1.11 ".,.•,. -._.. -._w,• �•�•.. A.M.W.C. STfJS. NQ. 107.1 ANI7 Nct. 1174. , .� .n-,w .,.., ,� �. - ; 8 C(7NNECT TC7 EX15TiNG SANITARY 'SEWER, EXACT NORIzatTAL ANO i �' .��` � j ry y 6G'40 4;. �i } •. Ate ft cry , �`� '_ `- I� '""' - l�.T' Cpc ' �'1 ,j.n j ' Y .* `` c. r �3r. .•a.. !,G •. -� VERTICAL LOCATIt N TC? BE VirRiFiED IfV !"lEt..f))1 c .� ry 1 �"''. � ti. 7(} t" ' - '• � - wr• � a,•_s► w.a.. wn..r ,�4}StT<• \ % `x '+., _ 1 i t .. J 46 .4. , �\ '�, � ' •' .,..__M a ► _ ..... ,.. -"`.,. _^.,•.. ......__. .,_a�'.�,. ��... _..,--- INSTALL 4 P,V.C. 'SANITARY 'SEWER LATERAI. PER CITY 01P ATAS. STD. 3 '� f,, }c ,y r- # ,, "� •,. No. 603 AND Ialda. 7432. EXISTING �',,.•,, Uj >, STA, 11+11.41--2C7" RT • , 2 ! : .----5y _ - - FIRE HYDRANT ` ,� �",: ,..#', ry t� .... __. — — — - - ..... .._.. _ _ ..... •.... _ c� •..... ,ww. _ _ . �. __ ��, �� ' _ • t �'rAVE' TRANS. 1_. '�, �¢. 'a,� `1 x '1 C \. EXIST. POWER POLE � � � - . , i. ,_ I � `J 1(7 CC7NNECT TO EXlSTIIVG STC7RM DRAM, EXACT HQRI7t7NTR` AND °� w '- >z;,3� /' S1 (?+92--21 RT 17 TO BE REMOVED Q r= 4 ► ! _J - r- -�., w "'�•,,,,,,� • I \ \ \, 19 ;. yj f -/ 7 14 c1•r c� r 'n - �. ci- " + `'" -- r .-F 31-�,,,,. �'`" VERTICAL LOCATI>aN TO BE VERIFIED IN FIELD). \ � .. ��?;:,3 10 $ � 4.1 � ��- as { :•,I �v) ►rx "� -' � � "` ,. \ `�•, : , ' °'� �k 6° F'UE ,� � tI1 tri st (O �ci _ N „} <t e� -'' ` 11 INSI�ALL 18'° Ei.D.PwE. STORM DRAlN P AN RERE ,PEGS �_ .r' 0 / `ti + tj1 + + + ` r` „-I �t cTi `', oc? t ^ �,�. e 1 TYP ua �t r� caa '� «� rr '"�-"`, .., �* `'�. , I `M UFACTU � . '+, `'� � �,' • STA 10+81.67--5'S.9t7 RT '-'• •., \ N � C1q 31i �,, ,, r Bet cv rn c f � .. �' •- CL S.D. CURB INLET - + u�t W.' tn � rel I � 12 INSTALL STORM DRAIN CURB INLET PER Cf fY OF' ATAS, 'F�12, No. 502. �� \ , `'" #� N .. � «� co -�. i ., :,3 �'`a .._ -%.. P1 ,— r� -, _.,,�., coal „__, (A kn TYP N C; � 1-- I 13 INSTALL TEMPORARY CATCH BASIN (FUTURE CURB INLET) Pz_R •;r'�, ,,.��, - 4 �\ ,, r ►r c i m cn w . ' ur m c� 0 F- � c�,�``�,.� -j + Vi ,i � ' '¢ MID-•-STATE CONCRETE PRODUCTS, SEE DETAIL. ON SHEET i, C4.0. tI \ °� a. �\, ',� �, 4 � � �' '``,. \ I ` / �, v' �?,. �. y � � �_- � '""�,v _. � _' M. _„ •. '• _ , 14 INSTALL STREET NAME SIGN PER CITY OF ATAS. STI3. NQ X27, , „ ¢�,, �, �'. � ��'�.,_1,1.6 LF i 1 / K 12 r�n_. 3 I .,I f"- (/) 0 20 40 STA. 117+4'8.2± -58,6 + RT \ �`; \,, I ,. \ 1�! HDPE S.D.0 ti \ ?___... .1..1....1.1,.,...,. 1,,. No.T427.STGP SIGN AND STREET NAME SIGNS PER CfTY C ATAS. sm. _____ _ EXISTING SpMH \ �'*�.\ \ ti 3 - <, I ' �' I Lw 0 I ""'" f 1 y L.y' -_. ..._..,- I \ �� \ ' I t INCH =- 20 f•E:E:`f \ \1 \`'�f '1 `1•, ��, �\� � 'It ; ",,, � I _ I \ . -.„ k 16 INSTALL YELLOW THERMOPLASTIC STRIPING PER CALTRANS' 'ITANDARDS, 17 INSTALL YIELD SIGN PER CA MUTCD STANDARDS. Y t- !Tl t� v L_. L I SEE SHEET No. C2,1 ,,,�,,,, ; �8 INSTALL SIDEWALK RAMP PER CALTRANS STANpARE7 S A$ I 19 IN STALL "STOP'" TRAFFIC MARKINGS PER CAI,TRANS STANi. ''R`DS, . G THERMCI PLASTIC (TTP.)¢ / 2d INSTALL DETECTABLE WARNING SUR!"ACE 3° MIN, DEPTH PE'P' GALTRANS �� - STANI7Af�C3 f3ETAI1_ AEiBA '� 10+00 10+50 ' 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 2 VARIES DEE PLAN ' til f 8 t z 30# .. � , �� . . . ....i . - t � � I _ � 1st , � I � I I , I .. } .. I ! 1 S 3 t I 1 I I i J ""� , .. Z C1�- t .. r .rv...----•,. i , i D 1 ' I i a VARIES vA 4 -___.. -- �_ - -e�' :e�=-= -�- -�--- - 8 0 , f lb 0 8 Y 5 3 ► ,. D C7=70.25° EXISTING GRCIUN{� dN,} C� :rn C13 I 1 1 ' . s .. . �► �- , , . AT CENTEf LINE f cj m f I 22,80' { I .. I. 2� _T _ - 2% 1 35.13 VC I 1 Ix U cv � i v ! 48 I 1 I 7 r1 `r STA D 4 ( N © '�? ( I I .,... ,,. , VAIN I1 �' '� . s._ ► ; l �`' TOP Of" CURB *- K) v �t ui ua n.. r L I~ 6 7 l' y r~ u, '... FINISH G . �:�.,�-'. . tom,. «'• <. . �. RAtliE i. f �r a.' � , {�/,��y)�� /J/y 117 U .4 tti �` y y1, 00 �//(/)�{� w ryrf''ia^'.�i.>,' ',''• { , jl �wrr / t r 1 �,.,, 6 Y ,1 V �{ W 4 Y .. ) / +.�J 1 ,.�. ..: .�.. ..: ._. ( 4 SIDEWALK I ' . I . . I � U"- c a s� TCIP' CIF CURB + d-- 1 r- r� ; act - M , (0 civ cJ r 3 i t 1�J .- �r.: ! w" t F'ER +CII Y t F I{ I I m - �- a_ u� a ,� t" + r- f INfSH GRADE r� ago v� `cz cu '�' r` `o + t ao 1 C.4 I ' . "�4 i'�T d '" '► " I A€A S 5 10. # 9 .. e 1 ? I 6 � ! � : l i g '6 'd I '"•. ��,1, in ! � -N I � � — 0' ) '�w � q r 4 � {/1 ; � � � � !"�7 M + — ` 3 � I f 1f ' t 1 I � f o .^ f CURBt 18 Dry N u c.�l F- r, S (!� ix7 �`+ .- ►rt N i w! a 1 EX4ST¢ A.C. I Z)1 UTTER PER CI TY J �� % . , i 0 r 1' © r- `� l.�? . I r' �, , , < W . cn co =S= 50% ..,, �... _ _. C7 5� 5....0.5% S -0,57. 4 (6 ca .- co , � � � . I AVEMENT t r ATAS SI'I3 #41$ i r> cra� at s �� - , . . .. _ �.,. S._ pp u) � ' . , _ I ! 1 w _. 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M'• I .k •� �.f �`• ,� ��=.�tJ '-1•�� ;��Q�e t,a,..£ ,tii. c 1 35 �.""(f�/1, �{"`"''�� /�f. ` (f'�] �'"`^^+'.►� k TRACT 29 — FI.�B!_1 IM�' OV�MNT ti` Z;.j, 1 /,F..r Y `� ..c ac�t� NAYA�VA A�M..17UE S,F,•�') �.:°Ll�. w..w..,-__ .-.. -._ ..._ -. __..,._.._ _ _.--..«._ ... .__.._ .......,....��.. ' 7 C 875.63 ACInr;,., _4 �-^�" These Y DATE I� E S C R ! _P I f U N z 8 15.13 T fir, d plops and specificoti,7ns, and the C7. B ___ _ # zt, : g ", '' ,,� , `<� A -tlQ�/ i eas ,.and designs incorporated herein, ore __ — ��^��/" �j��} �I`�+��I��''fk�k�.fi ��Int t �'kt int, ie it It I�k1 t r ST'A �' w L.vi.6 # *a' t�Ij f C �� ` Irl$trU n r 3 r ft�C' th� _ o _._ �!4 �;1 Pr/ I�"�il V ` �` ^ �^+ A t�E� AA 1 _ 18 R �, � `1 <,. rrte is of service p eI a e _ ""'"" p TA �ERO t�1 V -NAVAJOA AVENl1E ' Y `'= : t g,". �.,.° +'� t'F �, �' , constwuctian of work shover; tiE'reon and „st �' - L M� 0 V GM�I V T l� Y c t I, T T r` „a " " art r •---- -•-. _- _._, ._._ '� - __._... . 'Timoth Y. Roherts 8/6.06 TC, 875.56 AC R �D .:'-4 " i. � +� '�.,� "� � t�, ''J�, sholi riot be used in whole or in p fo � � `'� tR r� 4°. k 4.73 ;k# irtr4;—"4"4 ,j ¢:' �' °'' �' 4 a .1 ,} - ......_._.__ _ _ �. _ _ ' _ : n4: Y , ' �.{' :t. `:.;., :i. 3 <. �+ . fi 4 , ;, Y other prdajPat witltgtat written authority ... Y.,'T d ,r- r� , �Vl( Ln ;ineer (`G 33� �••� �' II v. .g s - -,-, , ; ;, ; EIC! . S;; �� erts Engineering, Ina. . _._�_- _-___�_._.N._._ __. ___ 'v�T 1 � /�'� f A ��E `'l.�MA` <>#,: �5 `'3,k+'J' e „. }t,'V '4i . ,#, P,••4 +�i w+4A m r r�/y (� ♦ ry r 5^] at s *T.'. 1✓ i Z.1 t W kr z<, ,, 5 r'{, r � �Ca }t t Y, kd f�' GS.I f ) 1(t�Jl d�' IG7 Y t�tq F Y r Y, :<,� v3 Y�F a .i....` =�,, _ • 1 Exp. 13/.30/15 Ct�pyright C 21314 Tirriothy P. Roberts, =." FFT: + :<.' SI �r ¢� ", T. , I I-, �y�r��a# ,��,��66 � <1'i�= ��,&0� ;tet _;�'��';;.'' '�., 1�`d3, �"y G�1111t, � Roberts Engineerin Ino. All rights ��iF ,�, "1'et�rt�ilett�tl, C�A ��:i�E�5 „6 mr� ty�.. 'F fit,'.. •R ...,,a�.t 1.":, .,.5 .:S-.yi:�r. ,... .il'>A:'!t'. lL7R 7 �1 J ,, C l ` �, reserved. Copies of this drawing shall FD t�Y: � }'I�ar1� (tSt)5) ?3�l ()f�b4 ,rl.l�•-» 12-18--2014 .w. _ _ .0 . ,-.,-- have I+'rxX Eif?5 2;� E-148 _. .- } I S A`�'l! V t_.! D E i T"'t, �, I s 4t ce. t C1� k li n 'r f ( T!^,9C iiY i'. I�(.rl� �� DATE t6 "P SCALE. 1 or_r =I` ��_ i.� g-. I i k� t .E 353EaC EXP _ _. )~_,rYlai! rat�ez•ts�n ,1�;'r✓�"lartd=r.�+�t �I fFE�f N0: 7, Pf", t.id 593$4, Exp 12/x31�1�'a ��,i� liltrlWN HY: f�ESiC�Nr�I� F3 Y: CIfE.C;KE D QY;. SCALi�: J4J8 NUMB;:.C� �' 1f..:. cy Engineer JM -IR TR NOTED 14--010 2 CE 8 . CONSTRUCTION NOTES. ;• .AiMa41YiPA•YwW .w•sNlaYmwO•liwPN.r,i.M•illiM.M WRr.eMM..M.�M�..4i�.1•+s+,P..•i11if! ( 1 ,t STF'EET SECTION PER DETAIL ON 'Tf-11S SHEET AND SHEET No, C3.0, l INSTALL, CURB GUTTER PER CITY OF ATAS. STD. No. 4113, 3 INSTALL 4' SIDEWALK PER CITY OF ATAS, STD. No. 413, NEW AC PAVF0UT` 4 INSTALL RESIDENTIAL DRIV:WAY PER CITY OF ATAS. STD. No. 423. TYP SEC110N PER APPROVED PLAN, S SAWCUT 2' PAIN, E" OM EXISTING EDGE OF PAVEMENT TO PROViDE (,C)NFORM •T'7 E:X:I`, OM VERTICAL SURFACES AND SO� AIRE C'ORNE RS. CIT F DGIES WILL E3= 13GRADEADGRADESTRAIGHT AND NEA— IN APPEARANCE. FAC��t CL AC BIKE f • r • 06 CONNECT TO EXISTING WATERLINE. (EXACT HORIZONTAL AND VERTICAL LOCATION TO BE VERIFIED iN PIELD) � � 01 INSTALL. 1" WATER SERVICE CONNECTION ANE? WATER M=`TE`RS PER ��.._ .w»....��.Kr__-N° � •-- -'' � 'R A.M.W.C. STDS. No 103 AND Nast. '104, CONNECT TO EXI'STINC3, SANITARY SEWER, EXACT HORIZONTAL AND VERTICAL, LOCATION TO BE VERIFIED IN FIELD). �3 INSTAI L 4" P.V,C. SANITARY SEWER LATERAL PER CITY OF ATAS. STC. � CC}MFoRm PI c:y AN Nc. a� :t'! / TO EXIST No. 3 n (. CURE? &: CyUT1ER 1C1 CONNECT TO EXISTING STORM DRAIN, (EXACT HORiZONTAL .AND !1 EXIST'SYCAMORE VERTICAL. LOCATION TO BE VERiFIEC IN FIELD). 1 (TRUNK ANIS EASE* OF "FREE SHOWN) 11 INSTALL 18" H.D.P.E, STORM DRAIN PER MANUFACTORERS SPECS. NEW AC DIKE AT SL,,FACE w 12 INSTALL STORM DRAiN CORES INLET PER CITY OF ATAS, STD, No. 502. PER CITY STD• 418 13 INSTALL TEMPORARY CATCH BASIN (FUTURE CURLS INLET) PER MiD-STATE CONCRETE PRODUCTS, SEE DETAIL ON SHEET No. C4.0. CONFORM TC?' E;'XiST CON14 INSTALL STREET NAME SIGN PER CITY OF ATAS. STD. No. 427. TER STA �:;t-67,,fG• ' RT _ ._ `- , —._.__._�. �) STA 12+6 7, 1.3' RT 15 iNSTALL STOP S!GN AND STREET NAME SIGNS PER CITY OF ATAS. STD. No. 427. aINSTALL YELLOW THERMOPLASTIC STRIPING PER CALTRANS STANDARDS. �'�A D E(� j^� AVENUE f�17 iNSTALL YIELD SiGN PER CA MUTCD STANDAR,;,;. TAS,. '�...r I \ �.J t`'1 13 INSTALL SIDEWALK RAMP PER CALTRANS STANDARDS ASSA. ',._,l INSTALL "STOP" TRAFFIC MARKINGS PER CAL TPAN STANDARDS, THERMO PLASTIC (T">n� ), 80 .... .. .... 0 INSTALL DETECTABLE" WARNING SURFACE 3' MIN. DEPTH PER CALTRANS STANDARD iDETAIL. A88A II�I�:;TAI�.E:L) i F`W AC 7 . . . . . •� w I ....._._•.,_...., ,� _. � -r. �' i t.L�td'CRETE:•!_. P +M T BA E,4F� .t�.,._._..._�. _. i C L R11 i i f i r . EE _S..E� 'SIN �.IE.Wt.•� I I r y INSTAL-LED `T »__- _ _ » TOP.C CURF ? .. ._... .�,,...... �._...,... .. _ CONCRETE CURVE DATA TABLE I _ � � CURD f�f3C�TTQ 0�` ( LfNE.. :. t �� I , C,tjI.E3 CURVE DELTA RADIUS LENGHT A I W1 14"00'03" 12{�,C)0 2;x,32 ,...,.. .• . . _ ,.., t_. ._ I _..., _._ --...._I._._..� ,, i I C2 " ro:Qa_- 48.05 • 7 �. -- }.. �. I :. r. •r • C-3 11"C75 11 1591,60 307.96 C4 32 '44" 1;a_?3,60 256,E 7- ` _,. "--AN,. C~. C f. �'" C6 400 2'2. 21 Et 70 15�� 16 I -I i _;•_, C7 13+4`11,)`07""' 3L►,00 �'C:,25 C8 24't�?'49" 4Ct.00 16,B6 i,66 ( 7 .._........__�...-... .r..,.. _.. ! _..., I.,. ...... }_._.._ _.I_.,,_...._.._.._...�......... ....._ w_ _ �_ ,.__`_.,._._ _,,...i .r•..... i i i f r C9 #08'4.9" 40.00 16.56 C10_ a'21; �>, 417.00 �f>!2.3 I 874 C11 26 31 ;� 4(��t�0– 18.5 r C12 21•�E2r I�j,r 40,00 15,•34 r OD � q _., _.. 9C?. _' _�. r-°r.. _ « . t, i<?� .. Cri .._ w».. C1 3 –3°1 1 1 t 410,00 22.80 rary r•r,, 0 r4- r: w'i�r-Ni I a� � r� t n r•"r, _ -•►� r-� .� �r, �► rw�,, i Ci14 1 q'"1 ,'t;15" 430.C?0 146.3£i 11:;1, : uc't> ._.. axe aq C'1{00 on ..,.. .�, . �. � ot)m ....: }. . w (0 0) 4��7 � ., r.� aa�I�r. � PCr i i 3 ' ��I" � t,411 ,�� w W .•} L-! > fe La t ,�) taJ ta! L J L�! .._. l�!La.f � w. tw t _.< d <C I I 7 ( r .a ! C3–1 ! f' �->,^'.I I � � / .}.:.}ya �y.. ted .-, .. ,. Lf7 FµLar ,.t 'V) .i•-',tar.. 0 r:r 4'V)'i�—t:.r° 'ti'? i r 871 VARIES SEE PLAN I , 870 , i VARIES VARIES 4' ,.Iw... – i r.� 1 C2 1,3--20' 6'-.13' 869 _ - I t , VAR 8 �MT,...»..,,,.....»� � r. ..�.,. .„ ..»• �. . ..,..1_._ _.� .,,�.,_ ...�.--.-� --i i I 'rte ; 1 -:PER CITY -�� 4' SIDFWALK ._R 12+00 12+50 13�+-a0 Z' I it ,�I, `. '15"C1. #419 6 -- 6" CURB & 18" E.x;ST. A.C. { i ` GUTTER PER CITY) pAVE^VE=:NT i OF ATAS STD, #-4113 � P .��......•��.'�..� 2.5" MIN A.C. PAVE ,-.,.. -... .--r..•......•..-r-r.. -.M-�,.,.r,-., _ -�- - tt--��..� I OVER 6" MIN H O R I Z.: 1 r�=20' I CLAS' I+ At:�G. BASE: * EXACT STRUCTURAL. PAVING SECTION SHALL BE DETERMINED BY "R" VALUW OF SOIL AT SUBGRADE AS RECOMMENDED BY SOILS E'NG'INEER, T.1,=5.5 ATASCADEF"?"OAVENUE ETI �tJ (LOQAL)..r.r N, F.S. Tyr`-�`,�•..,,.� ",�. ,�,_..,�,'__�.' �•v.. -.,�'"'. ,. v_` `r_•1 .rte. E i I C ISI TRACT PUBLIC IMPROVEMENTS �s .-_..... ---------- TAC 2 _ ...—_ _,.,_,_..,._— .. ._...... .._...---------__...._...._.__"_._------------- i'I' f��• p, I� �t--++71�t 11^� p�Gay t^1t � � ^. •:�. I�,F••t ''r! :;« ,I�• .1�••�,r�e;:''IC�t��' ']�'rerlr��:7r-e -�_� ��Et,./!`L.��,.•N��L� �t...rlAt�t��.1tt��,.,r�t✓��Lit AVE ins s> r t a rr c-r�i: t,f !3 r;y. _e ti' r'i a r <; f^,; t f�e —__. –_ v ____ __ __ __.,�_.__ __._...___ _______–----––--.. 16 ; f'►, �.. ., I t r.,.: �rc•�IJ -:'fJn h , �r ,r,� STREET IMPROVEMENT ► SAN -� ATA. � ASE �. 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STREET SECTION PER aETalt. ON THIS SHEET AND SHEET No. C3.t3. , ,. ..w. I t _ : " , I I i � i I t i _ _ w- __, __.,r __,.. 1. f 867 $ . ...1 t i t t I ! . I 02 INSTALL 6" CURD Olt GUTTER PER CiTY C3fi ATAS. STIP Na. 418. 3 INSTALL 4' SIDEWALK PER CITY OF ATAS. STD. No. 4119, ._,.,.�._.,--. ___-___.._______. _ I Al< ''VOL. 3LOCK s' t I #, 4 INSTALL RESIDENTIAL DRIVEWAY PER CiTY OF ATAS. STD. No. 423. � ' FC RN1L_A:i__ ROMAN a °t I x:41',,, )I; iii J A :;f g,5E i ,� .,, i (D SAWCUT 2' MIN. FROM EXISTING EDGE OF PAVEMENT' TO PROVIDE ., .. - tt I,;'6' ,9 1/4"xZ 1/8" ,' C ",,'-t ..a I VERTICAL SURFACES ,AND SQUARE CORNERS, CUT EDGES WILL BE CUR1 {)ATA TABLE tO� �'�'-; �,,. , , STRAIGHT AND NEAT IN APPEARANCE, VARIES SEE PLAN CURVE FELT --11 R_AI NS LENGHT f; 1 a �_ .,_. ._.� � ` C1 14'00'}�n 120.00 29.32 ,.. _i .- ..._ _ . 1- g1P�' '��.. S, 3� OR ,-_�'F ti" i' � .14 6 CONNECT TQ EXISTING WATERLINE EXACT HORIZONTAt_ AND VERTICAL _ _ ,"-_- i...',y,� I 2E,' ;a C2 7' 7'' 30.QQ 46.{?Ea t�,'l (y T.., r , i E.�:t,R C I'� 1.�� <•. , LOCA•I-ION TO BE: VERIFIED IN FIELD). _I _ ._ p7a C3 11°45'1 1591.6C} X47,96 s <<1�1z.,� y h .F'` `ti'�S�#�I�t.;z0 ° �� _.______ �'. AS YtiC3. � �'tt�ir,E B`NO►tiG �,�� 5 2 C4 _ a 4 4 15 7-INSTALL CONNECTION' .___.._, _ A''�' A.M,W',C. STDS. No. 103 AND No. 104. c ° C5 6'59°3 i" 2203.70 268.98 4 ��{ P - �► 1 i" -►, tit? �:� G^Rf G I P s I" j ,,� C6 4'02'28" 2185,70 154.15 a♦ ` ` i, <: :.• •.7 ,2 a U __ APPROVED L') C8) CONNECT TO EXISTING SANITARY SEWER, (EXACT HOR '•NTAL AND _C7 134*10'0�7" ,30,00 70.25 70.25 0 � "' �A ` • _. _ ,,, VERTICAL LOCA t10N 'r RE VERIFIED IN FIELD). 2% -: �°-- Z9 �i4�08_'49 i6_6 i6:e � o ,'Cr► 5366 1' x t)01- SUB ��,S �`" �.,��`date:�, /'1r7 ' INSTALL 4" P.V.C. SANITARY 5EV1tI=IR LATERAL PER CITY °1F ATAS. STD. .__.. .� --- VAR .' j,... CJ 2 •c�8' __40.OQ_ 16"8 > ,� rxP.913Qitp .. Pt18[_[C V�1F�K ","'�.... ..- .::!: _.._: .` .. ii�&4ilj 91.�rr -C10 6°21'0---'- 417t. � 3- � '� No, f t}3 AND No. 7U2. 1. .... ..... . .... i.. �. _ 00 46.2 r 1f t I j Ili 5' SIDEWALK Ci 1 26"31'28" 4{7.00 18.52 �'P4 CfVtt `r _ .-,�..__,_,. _ ____. .�.,._.� 010 CQNNEGT TO EXISTING STORM DRAIN, (EXACT FfURIZOP''" AL AND �� t 111'.n :9v.. PER CITY OF C12 2158'15"- 40.00 15.34 �O�Cl►►1E� PERMEAF3LE PAVER , DETAIL VERTICAL LOCATION TO BE VERIFIED IN FIELD), // __1 ATAS STI). #419 C1.3_i;.t 1-�Q- - 410.00 22.8C} _ EXIST. A.C. � 6" CURB & 18" 614 19'3 ' 5" 430.04 146.98 11 INSTALL 18" H.D.P.E, STORM DRAIN PER MANUFACTURF'RS 'SPECS. PAVEMENT 0, GUTTER PER CITY � . t I OF ATAS STI). X41$ 12 INSTALL' STORM DRAIN CURB INLET PER CITY OF ATAS, STD, No. 502. V) " __ 2.5 MIN A.C. PAVE R � � � � ( 1 V ...OVER - TRACT 2(` 0 PUBLIC IMPROVEM�I`JT a INSTALL TEMPORARY CATCH BASIN (FUTURE CURB INLET) PER i CLASS II AGG. BASE These Ions and specifications, � card the NO. eY DATF sa E c R I P .� I 0 N ��1�11 [t l[11 , ' lC`Ik �C11 MID-STATE CONCRETE PRODUCTS, SEE ';.:�.IAIL r7N SHEET No. C4.Q. s p ¢ ♦ -_. .___ -_-_ _....,.:._...._-____-.____-_._._._.....,,,. � F�}� ��Ei�,`1�1�� +�� i `# ' sof �t '��ESSJ;�� ideo., and designs Ir7corparcted hefein, are � _-_- ---._.,_... IMPROVEMENT /�^�, h� - �-��" 'instruments of service prepared far the STREET I MF�ROVEM EN T PLAN N A V AJOA AVE E 14 INSTALL STREET NAME SIGN PER CITY OF ATAS. STC}. Na. 427. * EXACT STRUCTURAL PAVING SECTION SHALT_ BE CIETERMINED BY "R" !,_� • �' � construction of work shown hereon and � �,, f ;,� ... .,. Timot'ihy P. Roberts 15 INSTALL STOP SIGN AND STREET NAME SIGNS PER CITY OF ATAS. STt .' VALUE OF s4ii AT SUBGRADE AS RECCJMiv1ENflED ' Y SOILS ENGINEER, T.1.�5♦5 << .'; shall not be used in whale or in part for h , ... ,t Na. 42.7. �� -��,,,,�.;,, .� any other project without written authority .-,_ [��E 3�3��► �. ::, of Roberts Inc, Civil Engineer CITY OF ATACAD RO, CA Y 16 INSTAL YELLOW T'HE U A TIC STRIPING PER CAI TR` ARDS �Y�.'uv tberts Engineering, n+~, . ~'V - 'n 2015 Vista de 1a V'ina . SI-I�'F�T: L RM Pt. S NS STANDARDS, VJt1 A i T •....) CTION, ,(LOCAL Exp. 9/30j15 Co ri ht o 2414 T;moth P. Roberts, k. ' ,, ta * PY Y 1 em pleton C.A 93465 .. ,t 17 INSTALL YIELD SIGN PER CA MUTCD STANDARDS. N.T.S. ' Roberts Engineering, Inc. All rights T1r' I _ --20--. 5 reserved. Copies of this drawing shaft E-NTED BY: Y1-tt�rie (ti�5� 239-OEi�i4 ,.._.._. ',�,.,,."„ -12-1.8-2014 C-21 ' ' DA TE,- :) S� C1I1� 'ti�'` have this notice. �'ax (c'`3t}Sa '��3t3-6I4f3 TIM(,fifY P F013tFT5, F .C.E. 3368 EXP. 9-30- 15 v 18 INSTALL SIDEWALK RAMP PER CALTRAN$ STANDARDS 1.�i$A. QY ` if} -;. ` .r c _ : ' r `- ErYtail robertseri�tc�,cE al ter.net SHEET NO: 19 INSTALL "STOP" TRAFFIC MARKINGS PER CALTRANS STANDARDS, =:_ - j .-�-M-...-- DRAWN BY: DESIGNED BY. CI IECKI.t) BY: SCALE: J4Q NUMBER . ` : : t~ -.*.�.<,, . , X,� '31/15 ;._ JM TR TR NOTED 14---010 3 OF 8 4 , ' • ' giERM0 PL.A aTIC (TYP,). C: c�'y, L ngir,f:er M t. i 1 5 . E i 1 � NAVA A AVENUE VARIES SEE PLAN CONSTRUCTION NOTES: SEE SHEETNo° 02.1 w (� w z �}� J STREET SECTION PER DFTAIr_ ON THIS SHEET AND SHEET No. C3.0, i} .. CURVE DATA TABLE i t ,� s 4 6 20 - P�E � � � -- •- 2 INSTALL 6 CURB & GUTTER PFR CITY OF ATAS" STD. Na. 418. CURVE DELTA_ RADIUS LENGHT C1 14'Cf0'03" 120.00 29.32 3 INSTALL 4` �ri � is r.+ PER CITY OF ATAS. STD. No. 419, <8 E�ISTING,,., ." 4 INSTALL RESIDENTIAL DRI�._WAY PER CITY OF ATAS. STD. No. 423. .,�� _ .. an � � � .j; ci _��_o� 1 t_ 1531.�� 307,9& � � N r'w �;� _.,.,.; C4 C)'4 "T 1 �3.6a 256.6? _ 2Z �,. 1 , ,t, „t {' 1 ! BLOCK f t"1 -- � `.• � VAR. � SAWCUT 2' MIN. FROM EXISTING EDGE OF PAVEMENT TO PROVIDE .� ,,' .' � 6M59 22t73.70 268.98 -_z , .,.- 'y ...__._ .... `, Y , Cfi r�-�,..... _,,�._....,- VERI1CAl. SURFACES AND SQUARE CORNERS. CUT EDGES WILL. BE 4,©2 28_ 21635.70 154,16 1i• _.. APPEARANCE. �. � eta d.. LOT 1 � N �� _,�.... .._�..,,.....,.�..,., ;r- '`""' C7 4' 0'C?" f�.C)0 70.25 4 SIDEWALK 1• � STRAIGHT AND NEAT IN ►- vi. �, 13 i PER CITY OF � �. . ., . k,tx °a + i,� "4 ;� "j ,1 ' EXACT HORIZONTAL AND VERTICAL. _,... .. _. .. -,_ + 4t 6 ( _ 6 CONNECT TO EXISTING WATERLINE, i t r c y Un ° *, C8 24 08 49 �).OQ 16 ATAS 5T0, #419 ,,� 0 a}Q a �, a + EX. MAIC BOXES I~z� C9 1 �, _•40.00 1 fi.86 J � )• } _ I 24 08 49 6 CURB be 1B + �. i<a, TO REMAIN f,, • 41 EXIST. A.C. LOCATION Tt? BE VERlFlEp IN FIELD 1 C1Cl 6 21 t? 7.00 46.2 GUTTER PER CITY ' w`eI '� O°� + cr3 b l _ _ oa _.. 0 ATAS STD. 418 PAVEMENT EX. SAN. SEWI`R rid _C11 26'31 28 �h.00 18._52 INSTALL 1" WATER SERVICE CONNECTION AND WATER METERS PER r t► _. _ A,M,W.C, SIDS. No. 103 AND Na. 104. l 4 '� • , ' 0 o �" Jd C12 21'58'15' . 4h:00 15.34 2,5" MIN A.C. PAVE V' ' ;� _ `'�,, .` "�, Ct3 3'11 1 -- A10.QQ 22.80 OVER 6" MIN 8 CONNECT TO EXISTING SANITARY SEWER, (EXACT HORIZONTAL. AND C 14 4 a 146.98 A I D } ', .� "-• .- ,_.•. _. -. ,-- .° °. ."`. ,,4 ,,, _ 1�35 05 _ Q.Oa CLASS !I AGG. BASE VERTICAL LOCATION T4 BE VERIFIED IN FEL ). . . ► Mf - ,. �`` 9 INSTALL 4 P.V.C. SANITARY SEWER LATERAL PER CITY OF ATAS. STD. C� , °. ' p ; •• * EXACT STRUCTURAL PAVING SEC1'lON SHALL 8F DETERMINED BY "R" - No, f�0 AND Na. 702. ;'. _ . •. - ;r, I. . _S_,--- VALUE OF SOIL AT SUBGRADE AS RECOMMENDED BY SOILS ENGINEER, T.1.=5.5 ` . a _ �r* 10 CONNECT TO EXISTING STORM DRAIN, (EXACT HORIZONTAL AND VERTICAL LOCATION TO BE VERIFIED IN FIELD SANT TIONOLLETOR ,. NDR TRE r 20 18 ..,.,. :�. ;: . ` «^.";.x a.,w -•- A „ MANUFACTURERS SPECS. .� _ . .. INSTALL. 1$ H.Q.P.E. STORM DRAIN PER � ;'"r x .�..:_.�..;v► �t�+t --� W... "Z+r 00 A C PER CITY OF AT 5012. 12 INSTALL STORM DRAIN URB INLET P A5. SIU. No.. � EXISTING TREE ..,� 1 '� ._ G. TO BP REMOVED ""-'N 7'21+31" tA� 11+0 '`r Ct 13 INSTALL TEMPORARY-CATCH BASIN (FUTURE CURB INLET) PER a . . -• } W' - 1iM MID--STATE CONCRETE PRODUCTS, SEE DETAIL ON.SHEET No. C4.0. • rr ' NG STA 10 0 F'IRE�HYDR NT ' O:�Dt3 SAN ANDRES AVENUE=`-, , ^ _ --til) ,fir .. ..._ � ,.. �- _ ry ,_ ;_ri � ,,-^ ' 14 INSTALL STREET NAME SIGN PER CITY OF ATAS. STD. No. 427. r'rt�t) t tt W w §s; .. ,.,.... S ►. 104.Ob,O{1 NAVA:1€� AVENUE `S 0 i W-f-. � ,q . a + ca ` 15 INSTALL 427. STOP SIGN AND STREET NAME SIGNS PER CITY OF ATAS. SIU. , U*) tt`; ,� , 16 INSTALL YELLOW THERMOPLASTIC STRIPING PER CALTRANS STANDARDS, AN 1 1 ' 4 A.1 i 1 7 INSTALL YIELD SIGN PER CA MUTCp STANDARDS. OF W . 18 INSTALL SIDEWALK RAMP PER CALTRANS STANDARDS A8 A. '� 13 INSTALL "STOP* TRAFFIC MARKINGS PER CALTRANS STANDARDS, i THERMO PLASTIC (TYP.). 40 1 x 20 INSTALL DETECTABLE WARNING SURFACE 3' MIN, DEPTH PER CALTRANS -T- STANDARD DETAIL A88A ' 1 INCH =. 20 FEET !t SA � ANDRES AVEN JE PLAN- DIAGU" NAL CURB RAMP , NOTES. 1 . Ramps shall.have a running dope not steepet than 1 :12. (l 1 B-40)6.2.1 ) 2. Where provided, curb ramp flares shall not he steeper than 1 10). ( 1 1 B-4076.2.2) 3, The clear width of curb rat-Ip runs sholl be 48 inches minimum. (1 1 B-406.5.2) 4. Landings shall be provided at the tops of curt.) ramps, The landing c;lecar length shall he 48 inrhes minir num. The landing clear, width shall be cit least cos wide c_'It 10+00 10+50 11 +00 11 -x-5O + the curl-) ramp, excluding any flared sloes. The slope of the 1�.�ltding In all , $ f directions shall be 1 :48 rllaxirll�irll. (I 18-406,5.3) ' i. _ . .... . . _. _. . .. e slol_)e of curb ramps sh 88 I ( ,. � •# # s s � , �; The cross ;4 rl�caxirl�turn. 118-406.5.7 _ �_.-a 1 c:ad' cent to 6. Coup slopes_ 1 � � . .. 1 1t f t ter sl of adjoining gutters and rc�ClCi st.�rf�:tc in ��ed e to 4 7 unci v�rittlirl 24 Ind e of the curb romp shall not l,)e steeper thon 1 .� . The 882 ! i ! I t .. •. . . �.., . .:,,...• adjacent surfaces at transitions crt curb romps to walks, gutters, c•1r�c1 streets sftctll I I : be at the sante level. (1 1 406,5.8) . ', 7'. The kc�ttolll of diagonal curb rar>1I:�s shall have a clear space 4 inches rrlinirr�urrl 881 GROUND I t ... f - : : `AT CE RLIN , e active traffic Panes of the roadway. cps p e� • . � . � � ;' l 1 curb rcarr provided at I NTL~ 1. i + to Gicac rar'acai c u ... ..: .:. m... ... � w.- � �. I - -l f { ou tsict ac y ,� i I I in u TOP ()F CURQ a j � � ' _FINISt SAD _. ;_ r ! r`narkec crossing shall provide the 48 inches r11ir1ir71ur11 clear space within il�e ' o '�� ' i + . a. 82 niclrkinls, (1 113-406.5.9) .....�...., .. .,} ; -•Ca. , ..,., ..'•- c� or3 J ; i .b *� .i .., ..j.. ..). 1 e r romps with returned curbs car other well-defined ,. I 1 ; i "-' axn ' ' t ► `� ... # w` i:. .. . .,. I ..,. . .. r 8. Diac�c►rlcrl or corner tyle curb 8�i' ' ;" (n 00j ; } '43 ; 1. i _.... edges sl�c-ill have the edges parallel to the direction of pedestiion flaw. er1t Cit c;tJrt� 24 inches Diagonal curb ramps wlfih flared SICl�S shall have a Segrlt ! I t _ l „.. , . . . long minimum located on each side of the curb rcanll:�(91 and within the marked crossing. 1 1 878 B-406.5.10} .,- .. .,......-....... , . .,...r .:.....,._.._.. .:._:... ........._... .� ... _,. _... � . _...., ..... ...�.._.._ .. I •„� . � ., .. ... ..... ..... .. ..., _ 12 h C'le alo the fi of the 4. Curb ramps shall have ca grooved border inches wide nc� op .. .. k_. _, w. ... M �., t , l i ; y ,,, l r, 80 . of 877 .- w .. .. _ . r M #.... ! at the level surface of the top landing and at the outside edges ..i � �� l. ----� � .. r .. curb ramp f grooves 1/4 inch .W � j r , c. , � s _ _ t Y ��-• = - �'-~ Th grooved border shall consist of a series a r the flared sides. e M. - _.. _........ .... _.. _ .. .. 1 I . . _, ch , at 3/� inch on center. .5 . 87 wide by 'i� in deep, c (1 1 B�4( c5 1 1} S # } } t ` t V -705 9 amps shat warnings ng ...�.. Curly r I have detectable warni complying w! Section I 1B 11 . Detectabre warnings at curb ramps shall extend 36 inches in the direction of 87 _ I I travel. Detectable warnings shall extend the full width of the ramp ro�n excluding i i any flared sides, Detectable warnings shall be located so the edge nearest the r 6 inches I rinir��lun1 carad S inches n'�raxin�ur-n trom the line at the face of the 87� a s 1 l cu is nche • f l curb nncrrkinc7 the transition between the curb sand the gutter, street car highway, / (1 1 B.-705.1 .2.2 CBC) 87 a I t 1 11 r 12, Sheet C-2.0 of Tract 2959 indicates an island at crossing, Raised islands in .... w, or have crossings s1lc�ll be cut through level with the street curt) rcln�►ps at both � r i I w... Ihall be 40 inch s wide 87 .. 4 .. _.1.�... i ; _..... .�.. f ; . l l ; i 1 I. sides. The clear width of the accessible route rat islands s e ww i r ? I } ...M. _ r - ;. j r �.. c� al 1 warnings complying .... .. ..... i �.. ' ) + z € 1 ' f ) 7 nc. vvitll Se �_.tirn • i. _ r i_ t. i i t i z I i # l•. minimum. Islands shall have dote ,tc. e _.. c,.• . - . w.. i,. . ... w j ) 1 1 B-7075. {1 113-406.6 CBC} , i l # t n at pedestrian stands or cu71 t through medians slit-all be 36 . 1 ... 13. De ectal-)le warnings � ri i g inches rlinimtar�l p '` I in depth extending the full width cif fihe pedestrian 155th or 870 i i I cut-thorough placed at the edges of the pec:iestrian island or c:ut-through _. , �. _ ' . i ► l j .. i 1 ; 1 ? x . . ... . median, and slit all he set clrated by `Z4 inches n iir�iraluraa of walking sui tac e xr ! Z � i = � Ct Ft �. 1 l ` `� ` without detectable wcarl)ings (1 1 B-7E�5 1 2 3 CBC} ' 869 111111FR /+/ I F I j _.. i . f _ i ! ' .. a ... '~�- 14. D g shall consist of st f truncated domes and shall I i ¢. t i ;. �- .. . �._ ' . . Detectable warnings s 7a c c�r �rfcrce o h Section 1 18-705 for dvl�Ie size, ctanle sf�cacirlg, cc�ritracl, resiliency, COnrtply with .�► AV 868 crud calor. e a - l - } .. t Bt....) ## 1 Please note all requirements s cin plan details ( 1 1 B 7075 C 1 E'N1 : . Lr.....; . �73 3 CBC) DS1 # i 15. Sidewalk crass slopes shall not be steeper than 1 :48. ( 1 1 B-4073 ) 867 APPROVED 1 16, The clear width for sidewalks shall be 48 inches r>�liraillltJr71, (1 1 B 4073.5.2 �XC.3 , t c } i ; ' i ; 1 ! i s //'1 1 (c By i � lam✓• �t*+./�t',./ CBC) PUBLIC WORKS 4_�� . 0,6r 4 R Er V I `� I_ _� - TRACT 2959 PUBLIC IMPROVEMENTS �ppt WE _--�--- These plans and speciTicotions and the 0. 8Y DATE D E S C R ! P T I 0 N � , S�Q idem and designs incorporated herein, are L I�o�U e11"it� �� nt4 *It 1111� '� `1lR!t 1071 t r .._ '� ► p `'��< instri prepared far the 7 T I __ 3 ✓ ` #.� { t�' _,__ .. �rr�er�ts of service ep _ STREET IMPROVEMENT PLAN SAN ANDR AVE �' • + cUns'truction of wank shown hereon and shall not be used in whale or in part for "�irrrUtlly P. Roberts •- -�~ /� p rn , a anY other project without written authority �. .... _�.._ Civil Engineer R��' �rJ3�+� CITY O AIA CADERO, CA r E.(P � 65 6b of Rt)berts Engineering, Inc. _. _ _____._ -- 2015 Vista de la Vino SHEET; At Exp. 9/30/15 Copyright c 2014 Timothy P. Roberts, ;6' Templeton, CA X1;3465 �, Roberts Engineering, Inc. All rights _ T _ r PIED BY: J� t Phone 0305) 239-0664 T.. �,,,,",' 12-18.2014 C1114F reserved. Copies of this drawing shall __.__ C-2.2 CfV1l ,�y\'�' gave this notice. "' ';,' Fax 805 2:3€3'61 3 v.0 i TIM. IIiY P. f�C7c3LF�aS, R,C•E. 35366 EXP. 9-30--15 DAT •.( ` NO- 'Al\ . _ ... 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', B76 880 -2, 2, 880 880 -3 2 ° 880 2.8 3,3� 87fi 876 : ._. ._ 876 8'76 876 872 1.. . 872 872 '.., R 1372 872 8 72 f�fa8 4872 68 868 E 868 868 868 872 872 8fi8 I ( ... l...k._.... _�... 8fi8 868 868 . 54 864 i ! 864 , _,w.. ..... _ 864 . 864 ..�: � . ..� . . .. .. �� 864 �. 1 . . ' 850 fi+J 8f>0 �.... 860 860 1 �,n...:. ... .." t j 860 $64 ! � r ' 864 eEi4 864 i i € fi i 8617 + 860 860 ` 860 i 856 T ..r. ... 5fi 856 ... 85fi 856 $56 -20 0 20 40 --20 0 20 40 --20 D 20 40 --20 0 20 40 -40 --20 0 F 1.2-x- . 1 3+68. 5 { I � R/Wcl. R/w 12+ 50. 00 13+ 00-00 { .. ° i �_ t C:L . . I...°.., 11.5' 8.5' 10° X198 ? 4 I5_.s__ 7 s sus a � CL r a R/W Cr_ ,alw t ( � �� a92 92 goo �.. 5.s. �.� 11 sao 6 9 tCt 900SAN ANDRE !�"` AVENUE -p-- SECTI ON S - ►- .. t� 888 . ,....�....:.._. ... .. =' ! X88 8t3t3 � •� .' . c� �` � --•.-•ZD 4 -•--» 896 � �, �... � .�.._, � 8961 kn } r (Cltv r7 8138 $9fi $35 c - SCALE: 1 .•--20 B84 �r� u r*; ! 884 ; > to < `� 884 892 s . 892 f 892 i v 892 64 ( 88£3 _...... l i. . ... } .. .. 90 88C? .. ar"o 00 884 8 38 cn 888 88B cn 8$& B?C `• :,,. - `-.fl• 2 .I.. . x.16 87f3 .•.,. ... �.. �. _ .2 v -2.t7% °_. 876 8H4 m �c 884 c _- - 884 884 872 _ r7 872 ! 872 880 .. . . �3't, sso o0 j.. 880 ... 880 �3,� 3.67. s Bfsf3 fib 868 t ,., .,...,.._ 868 876 876 876 T _.� ..�. .... -- 876 864 I 864 872 . 872 872 $72 86=4 i 64 86C� i. t60 8rat7 ... ... ' 860 868 868 868 868 # 856 }... i... l... 1 - 56 856 856 864 864 C . 864 i 864 -20 (3 2t} 40 --20 0 20 40 860 860 860 8603 856 856 -20 0 20 40 85t"i 856 •-20 0 20 40 i 13+ 50.00 14+00. 00 GL R/W CL R ATASCAr1J"% ER0 AVENUE ..�.�. 90C} 5' 10' j o, , 90Q 6.2' 8.8' 10' 4 896 i SECTI 896 i' 1' -• ` 896 � . . . ._... 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V=20' ' APPROVED PUBLIC WORKS R E V I .I 0 N `. -- PUBLIC IMPROVEMENTS 91kOFES ,, ; Thee plans and specifications. and the NO. BY DATE D E 5 C R I P T 1 0 N� . p Sl�j� idem and designs incorporated herein, are �t�.o T ))(e it 1 q Eno,' }�1��"'��''l�It int �y '. , i" '"" � instruments of service prepared for the ' STREET SECTIONS construction of �ark shown hereon and sha$l not be used in whole or in part for - - �II7l(]1�]� P. Roberts t r X 35366 U) m `� ,�,,,.,.�„ any other project without written authority ----- � Civil Engineer' - RCE 3536+ CITE } /4►T/� � •1�I EI , 3., ; cif F7oberts Engineering, Inc. � CA EXP+, C.� x(31 S Vista de la Vita li T: J` CIYI qw �r Exp. 9/30/15 Copyright c 2014 Timothy P. Roberts, s Templeton, C;A 93465 Roberts Engineering, Inc. All ri rights g - P t 5Q CA.t res&.rved. Copies of this drawing shall p eY: ' :, h 3r�e }fat) X39-Of 64 12--18 2{ 14C-3.0 <w cin- 1�; have this notice. , Fax 805 X38-614th - f�-C.E. 3536E EXP. 9�34� 15 DATE ' ��+� � { t . ,� : rter.ne� �Tir�� I�iY P. �c.a1.�1��(��s=. - -�T Nt�: ��r�yail rcal� rts+Yn�t,C DRAWN BY: uL`1C�tviYC) 13 Y: C'.HEC KEt� BY. SCALE: JOB NUM k 1*, Lic 59334, Exp 12/31/15 g JM TR T! N OD 14--01 Q 5 OF REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS _ APPROVALS REVISIONS APPROVALS REVISIONS � ApPROVAIWS A� REVISIONS APPROVAL - ___._. _. DA APPROVED COUNCIL RL�SC)LU11C7N lVq. 2fi--92 3 10 92 -DESCRIPTIONS BY DATE APPROVED COUNCIL RE'SMU11ON NO. ,26_92 3z/10 -_� L7ESCRiPT1C1NS t3'1' EtA`tE APM PROVED GaUNCIL RESOLUTTC)N Na. 26 92 3 147 92 t E:SCRMPT1aN5 BY DATE APPROVED COUNCIL RESOLUTION NO, 26-92 10 92 DESCRIPTIONS 3Y RA APPROVED COUNCIL RESOLUTION NO. 2b-92 3 14T 92 A AE�P'ROVEO COUNCIL RESOLUTION NO. 28- 3 1 C) 92 DESCRIPTIONS BY DATE APPROVED _. . .� _ ____..._.___.•._-_.__. _. - _ ., ._. _ _ T� -.- __.__ l.�� _ �.. _ _ �_._,.. _... �_w�._.._,..�.�__ �_. ____ __...._ . __... __. _-_l._ DIESCRIMTZ v i3Y a _ �__. .-. _.._ _.._ _ L _ 12 112 NOTE: REINFORCING STEEL SHALL BE #4 BAR'S AT 1Q" O.D. PROPERTY LINE 1-1 2" BATTER PLACED 1-1/2' CLEAR TO INSIDE OF E� X UNLESS OTHERWISE PROPERTY LINE �.- NOTED, BASIN FLOORS SHALL HAVE WOOL.? FLOAT FINISH EXPANSION JOINT AND A MINIMUM SLOPE OF 4:1 FROM ALL DIREC11ONS TOWARDS GUTTER LIP BACK OF CURB �4" 1/2" FILL ER ()RiVEWA`J"'1.�'' T— SAME SLOPE QUTI ET PIPE.. USE CLASS `A" P.C,C. FACE ANGLE TO EXTEND GUTTER FLOW LINE � WATERPROOF 1/20 RA17. —3/49 RAE7, A A- RESIOENTiAL: 12`MIN t9' CURB U FULL WIDTH OF 80X„ STOPPER do AS GUTTER _ ' - 1 BEND (45} 8AC}C OF Sii)EWAL.K ��""' HEiGI-iT,�'"� _ � SEAL ' EXPANSIM 1N 1 R 20 MAX. _L _.L___ .. _ - t 1 — L 4 MIN [}I A. VARIE 60 COMMERCIAL: 16'MIN. 2 _ tl tl 1" t 3" A A 5' MIN, 36" MAX. 7" E • -�- � _ us -- .... _� _ Il �° L� 1,/2" EXPANSION 1� PAVEMFN'I 3" '' 4'_g' 11ALi�# law _h JtO1 N T � �•" iwflN, DIA. H 3* MIN �.•_ _ �_- �. ._ 2� --� ' `�' r r ! A A SEWER LATERAL SIDEWALK--f t 12 PLACE 1/2"x35' II _, /2 x6 H : �� WIDTH TO _.,�y...-._.- � � � �"' .� !iHIS PCTLN! ,- ...-.............. � _ _ .. •r ti" A- 411111, •. , j, 'r.#.1I I 1'" g ,. Q, r ANCHORS `"' AT ROAR -1 ";' _:._,_ _ _ .. I i , WYE Si"WER AT END OF ' `;tV -- 12' 11 3/8LIJ MAINz uI � �' y LA b 4 yLATERALCONNECTED TO CLEANOUTS. m ; NG1"IE: NO LATERALS ARE TO BE " « ,' yprpwp �{y�JSPLAN A.C.'TYP `a 8 ` {1� 1 r` 2 ` jt APPICtAG'H APRQM `ft -- 3 !M!N EJACI4FI[ • *, �sr + ;' 4' MAIN�I�u,uT�R�. � � _' -��=� \-SEWERPLAN OACKFILLI C ''i ' ;. '' �. 3 A CITY ENCROACHMENT PERMiT AND PROPERTY LINE R 9 r*` t _- -. iNSPECTI(!N A Q • -� I RE RF uIRFA FOR Sl-WFR '- A,C. DIKE 3_MIN 4' MIN. —_- t _ _ __ _ "f ` I:__- _ �_ ,T _SERVICE AND INSTALLATION. __�_ .,.. . 1tT" MAX ..www.w.w..w- - r. r i L_-. � !ra ax I I I ( —_-- t -•- _-�) t 2-11 t CURS SCORING L1PIE .S. T0011 PAVEMENT ,s „�.ata rik�"!.�'j'r ,yl _.�_...._._. ..-.__ ..-..,.__.C,_,_.,..�-.._- j�' _ •?;•y-S'; .�If .. -_.._ '{>}, '<<; PAVEWNT YdnTF9 MIEASURED TO THIS frC71NT +w >I:3 �, - at^ �.a? '�_- � ��-� PLAN i _ •---�- — 'j '' '? � H wy �' E GUTTER F1.0W LINl= _-____- _?' i"" -'1"`1/2` 1Ei" --��_ ,. ;ry .*,,,i1a #~� h�.lk�.,�?*'�.•'�' .-. :. __...._.._...__ '"""w`�-�,,.,,,,rr YGUTTER '"'""2,�..w.• - � � .amu .y x^. CONCRETE COLLAR --� BASE MATERIAL •. i C�. SllALL BE K AUD ' -PLA ._ » _. " 1 4 w ". 111 REMOVABLE CAP�-�'•'"�-^ � ' 3" 3/4" RA[!. {+• AT 25' INIFAVALS, $ � OR LESS 9 " OR PLUG w M a. 1/4* � Al ENDS (W All � � �_-�__M. / /4 RADIUS1 4 RAEXU �,l CURB do GUTTER � � � �..--SAME SITE AS MAIN �- �� _ �AtN'kGi ��I�t�- �B_1�—TO 20--0� 8 � - - �` 3"I E t DRIVE- __-- « 1 4" I LINE (6 MIN.) CrT TADS }"L2-1/2 x 2-t/2 x f � . I " war t1"VALlurts ANGi TQ " _9 7 LATERAL SHALL BE CAST IRON f'll 4 DEA.: MIN. SLOPE �`° � �w 1/2" RAC1, t-3/+4` n11: �Tt1tVAL5 3� �� VAR[ABt.E 3" y 4 MATCH 2 +�'t1'�,_�` NOTE-. � AfRN. t.A'�RAI. SIDE: " " E3kT1nE1N tMISitNN I M. CURB FACE 1/2 O 1$ O.C. C)R PVC PIPE i'NCASEC? iN CONCRETE " 1/'2" pl x i!! �----•- 14 JOIN,. SHALL VAfiY _�t2" RADIUS TPP OF _CttRB _ 1J; 5-1/2°_ WHEN THE COVER IS LESS THAN 36" 1/a PER FOOT C>`CtEASB} StelUt3T31 TO ALJ.0W MATOi NG 1. SIDEWAU(S SHALL BE CLASS 8 CONCRETE; A MINIMUM OF 4 THICK, -"�"`�, ' f�'—APPROACH APRON � �`�__� '` _ J� � _ _ rl-r'i� OVER THE rOP Oh PIPE. O-RiERIMSE PLACE 1 2"x3Er" O ON i S ADJAAUNT --' 1 ll� �� - .._._.._._. __. ... _�_... ��Ef�ft _. t11 ... ,/� DOWEL OR #4 a � ' , q �- exisnNG NwFPRbvE- 2, STRUCTURE BACKFTLL MATEFttAL A MINIMUM OF 4` IN DE4aTi AND COMPACTED ___ _.___-.,. �.�..-.. GOITER fl-C3W TINE 6��5 ��" G CHaR �� __- LATERAL SHALL t3F SDR 35 F'VC. STEEL 4AR REBAR w jS�VE A • 1 LIP _ FACE AN LE A� - MTERED BENDS (1/8) 3TRUCTIIRE'9XCKfIL ______--�,. AT AL1_ EXPANSION � .' µQi` ' TO A MINIMUM OF 3tJ14 MAXIMUM GtENSITY SHALL 8E NLAGl=E3 UNDER THE .. _-. `�"�"""�" r LATERAi - 1/2" EXPANSi014 JOINT 1/Z EXPANSION JOINT �� .._ ...-----,ON T'S ANO ,�� _ �• - SIDEWALK WHEN THE. SUHCRADE HAS AN R--VALUE CC LESS 'DIAN 70. �^�/ �` h� 40M. FRAMIE SHALL w NQ'I1-GRATES TO BE 91CYLCE t F' A. 8€R#�I IN WYE � �..-------- -- �. CONSTRUCTION JOIN11S. ELEVATION A t t Nv E DIPPED OR PER STATE STD. PIAN 0177-[� RU AL A EAS -~`�""�"-"-" SANITARY SE1t1It=R LINE ' �.-A 3. 1/2' EXPANSION JOINTS SHAU. BE PLACED AT ALL CURB RE-tURNS. DRIVEWAY$ �AINTTD IN DETAIL wB* - ON�Y '�x�`.� � � /� AND AT ALL INTERVALS NOT EXC CEDING 25'. iwOMMERCIAL Q41AUT( ��-1/8 BEND (45) SECTION 1/2` x 18* SM00'RI, GREASED DOWELS 2A4' O.C. TO BE PLACED THROUGH ASPHALT'LIM PAINT. DROP sLopv 2" CONC. CURB`"� INSTALL i I~ EXPANSIVE JOINTS. , �_ r JAIa AS SIDEWALK -- _ DETAIL "B"'"-`- 3 t f2"x 1 f E 3" MIN. 1. 1 -= `� WATERTIGHT SEAL IF NOT ECTED �'2 TYLE "A" AND "C" t�,IRB TO BE CLA'SSr °EI° P.C.C. " _— w SEWER MAiN O BUILDING N EWER.. . a' 2X -- I ___.� " • N0T1=S• T 5 NOTE: WEU TO 8C No. 417 VALVE DIKE TO BE YVE L3 A.C, 4. WEAKF"N!ED PLANE J(XNTiS SHALL BE A MIMMUM OF' 1-1/4 IN DEPTH AT --,'";•:. - m'.. t Lip i/2" 1 ;.�''� �`,' w " 13QX Wird CAST IRON FACE STRUCTURE BACKFILL PER SECTION i9--3.06 STATE STANDARD SPECS. INTERVALS NOT TO EX4:Ir�D 5'. �' �:-..�; '�`_•`+: •' p.C. , u �' '' - '' - 1. s SHALL. BE MARKED ON CURB OVER LATERAL. AND COVER BROOKS PROD-- '' 2. THE "S" SHALL BE STAMPED INTO NEW CONCRETE _`..;_ �3�_CtAA6 8.: .- w�1.�4�.: F+flFtR USE WITH DUCTS INC. QR APf'RO'► [7 CURING METHOD - 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED 8Y THE MWAV44 ..�A ��- ��'°` : 2'-2" (244-WV-1DE 15/8` QRATE __ � AND SHALL BE CHISELED INTO EXISTING CONCRETE. � EQUAL�.,CAPACI TI' SHALL ENGINEER. 1Y EXPhNSIbN 3 MiN. 3. THE S SHAI.1. BE NOT LESS THAN 3 HIGH, 2 WIDE 13L ADUATE FOR STATE CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO to 2-C)" 0 � �_- AND 3/16- DEEP, .... H20-S16 TRAFFIC LOADING. THE PROVISIONS OF SECTION 90-7 OF THE STATE S i'ANOARD SPECIF iCA'nONS, " L4"x3'xt 2' n � JOINT +}. MAINTAIN MINIMUM 5' HtaRiZQNTAi. SEPARATION FROM CURING COMPOUND SHALT.. BE 'MVI•iM PIGMENT TYPE- " / i d ��}►�f WATER SERVICE. SLOT' AGIC {?F � u • " � 'SIDE C TO GU'1'TLit 3,-,5 3 �" _=� NOTE: PMPES THAT ARE UNABLE TO ATTAIN � MIN. 5. INSTALL MAGNE 71C TAPE AT A DEPTH OF 24"-•32", THEN f CLEARANCE FROM INSIDE BOX WALLS WiLL REQUIRE �P_IC�_ERAME A DESIGN APPROWD SY ME CITY ENGINEER UP TO SURFACE: ;iRAti Y: CITY CSF ATACA®SRO �1 CI"T"Y C'71=' A'FA 'CAC3ERCJ _ LIFi�i4PiQ `" " CITY t�F A"i"ACAC11nRC� _________ - naN�`�" CITY OF ATASCAdERt d Y: CITY tF ATASCA©EFtC} aRAWN BY: CITY CaF ATASGAdERO IR,A,L_ DRA"NG NO. R-A, DRAWING NO. R A•L• DRAW NG NO. R A.I_ DRAWING NO. V.S. DRAWING NO. R.A.L. DRA1MNG NO. --�- EIVG►IhLEEf21NCs DEPARTMENT -- - ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT - ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT !`FSIGN t? Y: __ _-__ --- ._.� _.. - nESICN � �, --- — ___ _ - _ TSESiTai S �__-- --- --- of __� __-_--____ -_ ..._..-.�__- 5-E-SI N—ED §7 " w_-._ �.-----__ _.____.._..._....__ _.._._.� �.._ _. �..1. S.J.S. S,J.S. V.S. _ slc�lEd e�^ DESIGNS S.J.S. 505 i)/27 4 � - 41 DRIVEWAY APPROACH F�C)ACI'•1 42 6, �-- _.__.. 50 t5 T�: 60� �� SEWER CLEANOUT 1 1� sz CURBS 2 �7 9x `1DEWALK ► �/9z c,e,� 7/92 STORM DRAIN INLET z 27 92 SEWER LATERAL. LOCA'nON .02 I�IAEviE: FtL.E NAM FII M'; T�77ri WITH' C N t .,+. " C G •11'"t" "R FlLE NAME: FILE NAMES: i"lLi' NAME: AT418.DWG &MINATA 19.DWG AT423.DWG A r5C)2.UwC AT603.DWG AT605,DWG i rAPf UM f Cr C*EWAt . ALAS s+tcrsssr C*D APPLAM OOATM 41NL1tS1UR8ED EARTH s-' W FAPF FOW WID11i TO Ic TYPE OF . cE�UM�r tri OF a ar g ` >`ww, sra c:rcv pr s►a p W T E H DRAT£ �y�, .. &LCX C1f W7ER Bt2X 1 ....�.3_-�_ ,7 P " • r E70�s-'1N,1B " .,.._�... +wr. $}`CV$rL>Alt.Jf(SEF L OCA nOWN-- !f , _ A _R a_ _ 17F7AIhYNC mu i . �° cn� � , .Iqq,, 12X12 4 4 VARIES TRAFFIC RATED AMTte/ NOTE P 41 sAs�,.i..r�2*AM Aa ck+r NA RW L�arsrlw� � �ss�/T � � _ -� � ,�� . 18X18 5 5 VAF�IE� TRAFFIC RATED I - WA nW AAE`NE7�t OM �� Y�+� �� S"Laly � .� PME Sf1'E A£ARYNG SrIF 2 4X_2 4 7.6 3 �.7 5 VARIES TRAFFIC' R A TF D _ _ t OCA r"V t-,AJR f7RGW faAl�Y . 1 0 0 0 12 J'� 5F �=•-•�� a .. v ( - � O' O C� . C`? TRAt"r-re OR SJotxlaER ANNAIiUM .� 1 `• ..s __._ ._. _..,.. 36X36 f 6� VAf�IES TRAFFIC RATt-D 1 L' 9 d `_•I NANW YAT tdAL !� -�-_..____�.�«...-.. ,, _ c,_ - .. PAWWG _ i :i. N.T.S + • ---- f v" -- r l-S f-M -— — 1 L rN• DIMENSIONS ARE IN INCHES 47, ROAPW CaVPA� "MV� ... ..." w..,.,...._ wSF' __-__-- GALVANIZED STEEL GRATE !_ t AMH c1•w AtI� AtA9E taR T �'' `Y - w 1 fir rwAx T •� ;, - - :• '•�, �:` 7' S F. 4 SF JtA i�7f::xis IA�ic . .,,._.�,.- � •'� .f ' ' A 7R./�fr� Y ' tt�PItlA TTrf'�'riA6><'A�+trcw ., - .r $ C04PACIP4 ?W }i4. ri PA"&4r Wsr e1E '. i„`, .,.4%, Mir UT TU NOWDE t , ;,A :rt ;;,;.. rWM 3r AWN, t�7+7W& S•t;tt/•Aa; WW �,Aplflt _ ' 1 «,. SQUAW GXWNfR$ANG A �STAND UN - � �', ---• - -r-i I s mmt "r AAn wA r JR z ATl►e£ex wACTttxy _._.•0 ��•' APFCARANCE, .. t�.Arrs�CCIiY?At"}7tYd WAnw caawr•: MW TO� PfAED AV 1. A.M,w,e: ass!L Armor M AAfSTALL AWMVS Ar A l0r1AIRW MMUM BY nW Ctt3i'0114M AS Law As If `' i 1 Na4 r?EBAR-IP"tJ a; F fir. - .✓"' rk7 tE PtACEd CXR FOOT Ld7 ctaUEs xrnr A rlc: SrAA�as 1 j C,WE P007 tit ,� CAb-H WA Y (Sn'At.TI�RN: AK rr 00) (S� AL rET1MIAnr>I•NpT!<�� A Mas"► $SNAU ALE•IM$MaM W"TW*Of r CF WA Y. ?W W 4 aW SMWCE IWC•SMALL W M� 70 11AE fitAAtiL ` � �*✓LITH.� �_ +• W s 14&k WA TE V Cx�°PgR S = 1 _14 LTA GYM n M t� S'CY V MACER M112E I AVRl" At"LOCA FXVa WU W NEAR TT#•PARCf_t S DANWINA Y 4W MANCE TAUT 07h1 R LOCA O WS Alii Y W AOU P U&Z. -~- « • � ��{f�1> Sl�' ,.` �, ,xUID IRACM Wif I i ® 4 Mr"5HAU VC AVSrAL1�E�'+► Ilflk!'Pr:,1T JS i�evlDlir-e:rW f7ROM TTMAfftC U?0VOY. SOK SUPPAtaE SUWAff WATQR t1R t3 ., � .. I , � �t.�VE Li>;E GRCXXVD WA RR 1� _._.-..._ � �t.r4R�E'N:t� •Sxs-LLL,ENP- BEARING VARt"A t HAUNt a"iXi -Q°AIM. HAw+rtxAlFto .� Atttl7�T S�1iAt1 Nor (D1V A SlQF J{TEiP 7FGUV 14 PE7Y+t:IVi" fSEE OErAL MA 100 fI0R�4PM0M Id+1�8 a°�eAELIrXNO __. W' � Jlolk�Ltk SirAALt IatAAQ AY A LOGAT7CW rMfERE IT leWl erE EASY Tri RE.AIi(blrt?AAL1eHiQ AC3pE�S, LAi+ADSCAJs AJs#7 4 S.F. ! L • . PO MY DAL AU TCAI/OM E PAiRP17NC)AAO NOr QW-A l A NAZAAV Til PEL7ES MONS OR OTNfNS w a t• 1 �-"'� -,. tz) rc nom I. a im t 8"*A k 4'UK I �• � - -�� UN©ISRIR80-' N .. r FUME c�CwsterrlcariS SYr'41U.A W AN 'ATW AND AKANS IASL Nor Of WST.ALUl7i WNW ANY i'!M"$AIS£ � y ZARIN NOTE, MAX orw TO EXIST AY n E r c1nw- WA TER MAIN Q ma.E srrw. 5/e'cw t' 1. BE�tIYNrA AREA SHALL �'AGAINST UNfJIS� SCJYL. - } r ' [,G�F�A1�CF tz,a tarAi�arrasa GNEATt"ST'-dD. L7rfA�71 4 C�ratE7R MitiE !' At JAW IS AT/w ,AJ1NTSt L`t1 TGltafER R PtJr11:! CZ3" 2. AU 801,T5 AND FIT7 MOS SHAU BE: GY.}►4"I M AND r � e CWQWWS ARE RE�*vatr FOR�AN ACWrAllr[1+LOCAMW RN 1W 1MAr�gs*WT ar TT•AC AICE"1L9t 0 ME"error UNNSTURBED TAPED WPi PLASTIC WAP, 30 Mi. vim 1, TR,94M SHALL 8C 9Aft7XLm W01 SMMW SAAO(Sar NOff'n � MAD~ACMP 10 aw ABY'"m THE CUs70MM MAY resW TO INSTVi FAWWS M MftY W?N THM STAWARD PAI�Q/ENt SLIBtaRA41f. {� AtMpr�r, NYST'A1►rE � SCaIL J. L"GNt�tETF SFiA11. B.�' CLASS B, 5-S,tfX i 1, MIN*'SHALL BE� aero�SAAAIA(sEI6 NOTE sA tE►Ei.M AMO cTaMpACssrl<r M1mw aw Pwr aF R MW CUSTOWN IS RESI"SStf;tM SMO AWAW THAT PC FULateO ITEMS CAN T WATE1e FZOW nNJs7a G7Iy4M TtAW SAC7c'T`ItLM WM NAOW MAMWAL 00WAORV M OU AM U'MfV to Q"cAvAL flFvApOm. S Aa 0VV?^•EXCAVATtO A AIMAL SLIM. SE A1E7�t-ACM Aral��AND Ck,'1WACTETi rO sAillyt SEWW f•UA'E•tf:11FCNH. ZRWCE'1AVE VZr, MAI�4R/M ANF MAXWUM/a1WSStiRI:-AT MAIN, WIER 571E AND Ar" � 0 LS'/14 CA. WA MV SasarD C&VM MACH aossc'tTWM CION W AN" , Loc-Ai7m TME al$Tow,*R Afusr MAKE si• oc sz.zsecu.Ir:NVT wATTR Flow AM)PRI!;'i�Rf-4xi-t WsIOAAC s 1, s>f 0EYAN 1Ly,1r R*MIE�i1s'Barr LWArICAAL slaw&W ALL SERWaS APP' TV MAW Ar Off DnM SSP"C(WAfcncW OC AI- � - NOTES: A All 04R--E CAVAND MAR)MIL 24AU BE REPLACM WIN 5 NED SAND AAV CAWACTO TIS WX J 6 .M.1 71MAL SHALL K�1A 04AMl.W.LY O MtPACMD TO 009 i+VW TP KA C""T OF PM h:E'GY�iWMENTS AT Ate HCVS�SIIE A PkfSU)W REAtkNG Ot' Mi Nf,ARtS�T wAlrW SVI?4a tOGA MW ON ► Irrr+KtNr AIAY sE f7£4Y1kSTm r rtaa A.A/W.L 0*'AVA&AUE FRES YRNE MAY U-CR�REOt1/Rf AUNTrtWV k A. MATERIAL SPECIFICATIONS: 2 All TAPS Ary�srwv Walt??ALAYVS � S?<]?VJt�SALtat.E c I ,x &WwwO ALAMWAL SMALL W A�AE4WAAVCAUY CGWF�ACrw ro wx mon, To PL,ALaE1awr w PA"°E A AS AN&MMANW A+It IHM. WIN ANAL BY A.M.Wr-, TTM4NCH S+rALa. GE BAe7e X40 A AasweMi W OF ts" PuvpvI c t:oumvofr(Low P tipsulRE)CH A x�trE�kE ft0iAATLW(Ifj(rr Iw lWft) Al Irt vvSKWki?s 9YALL a MAX BY A.0..Wr- 1, CONCRETE: TYPE 11 PORTLAND CEMENT ASTM C 150 AND FEDERAL i ABtatti WE Tt�P Or Alar: Pfrf 411h RNaWD SOD(SEE NOTE 6), LE4t;tW AAV C4WPAVIED To PDX MEN WVC W ME Mme. R7f-5r:-°t•7Na7B11/rY M INSTALL AND MAINTAW TNE•S,r FACIUnfS ARC W XSTCbVER'5 � � 9£ARtNG AR£A SPECIFICATION ON CEMENT SS—C-1960/3.3, TYP£ i !I LOW ALKALI, R4CKfXlll7 WTH NA flPf M4MMAL (aUWACrED Jp� AW a4QWNjM rO SIM)CIURAt SEf;INW >AA�f,R,tt-C I ME?'EWS SHALL ISE'AMSrAU"00fM (� WA FM 1iANV. � �G,� r ,.. , • A AS AN ALTt7 NArIrE ALeTtftao, AiiTil AFO+'RLrVAI.Lir AAiw:c, rat lttri S1IAtL ATAticr�AJ t A IArNAMbAt talc 17" PIPE T1�1/4 22-r/2' 45' 90 #lUw iw rw or iw^or wiH SC�►iEE"s"(scr men it, t,E1SfV AND e�1APACtM TO XX P*N 1a f W CONDI 04VS WAJKWr TILE CUSrCMff7�r IS RE_9;10V J"FW THE INSTALL RON AND MM ETNANCf OF A STCCWA1K5 tllk-L•SS OTiiD?W APPROWMI r 4'J'ew rib'mad 1", BRASS � r tdACl"IkV W M NAnW MIA/E1". CVWAGIM Ili 9M AND LL tLM TO eaRr[Wi& EtkWKW,, x RORACOEVTPA4rt7,AENT 9M HE IN MI1A:r'OR AS�RY AWVCY CHEW R. BACKnOW PREWWRON DEwa- tLY?�E A DCW( M(XxD a•REO+)ftD IF A ResorNnAL S17E HAv A BY AM*V, � R � . 57ZE BEND BEND fIL"ND RENO MINIMUM COMPRESSIVE STRFiVGTEi 3n00 PSI AT 28 DAYS. W1, NOT Too, SWUWANG/'tom, WAIFM PIMP, tie UfVAlaV srewnc�' TANK. CLAOAA911IAL REraURaIENTS ARE 2. REINFORCING BAR: ASRTM A 615. GRADE 40, AS NEEDED. t! at=rEN RKG Is LIST STtAtI &E HAt3 It1�? Tq rhlE tA4E AMD G>rriiAf>ACT1fA AD @e1Ai 1 Ara A Shari BE 940(farLM W W Sr°1?Ahtf3 L#K AI+et1 17UWACR:i1 TID Aria✓ TO PASM GW ME rYPE'OF W-CAPM-NS AND OTHDR CCWVI71CkvS � PAS f fG7i 4C1 PLC � I _ J2* _. 3 5J: 6 S.F 12 Sf. 21 Sf:. t IFJV VC. IS USWHAt eAcaxtTu. 'c IAY7lAt ��- • ro" 2 SF 4 S.F. � S.F r5 SF- �. SECONDARY REINFORCING: "FIBERMESH"" POLYPROPYLENE FIBERS 11. AT rT+E TTaw1E OF PA►11k7Vr AW APfLtGATtG1►f flri►t A M T1f CvS N nett 8E ASAEN A RrACARq TiD PCkST AtiAPTr t wsrATrTE AAS' - — ---- - - SHALL BE�ADDED TO THE CONCRETE= AT A CONCENTRATION OF 1.5 Q S7:FtfM&D S4W WALL PASS 1W X t11*Jr1t�/*4 31 W AND SeMU NAW A S.IJVO Egr:APYALQVT VALIS'Illi' r Z �I�� StWl. PASS 100 A1'TlI1RL7OW 14 AND SWU MAW A SAND ELTfiMVm"r mur aF•mor CW >W PV't RTY AJ 7HDR PRU17ft a MEIER SPIE F MCIRE THAN 0AC IttIV/S EMINC WSFALIED MART r �- 8' _._2 if:w nim 2a IM INAN 20 SURE' M PL,AC�EOW FW EACH AL> 4/$'�>rrRLY STAATD V40 PLUa,WD TO 7Nt cxxRTFCr HOUSE (i� COVA ror TsR4or r1w nW Y0 MAC&Wff IRW WA,Mk POUNDS PER CUBIC YARDS TO CONTROL SHRINKAGE CRACKING. F INE' SME'M LWAtX P rAst t: A Al.W.C. NAIL N077t7 PC XS k""S' TO ARRANGE f 01r TNL'Ag t" 11)Re 6" _7 �F� 2 �F. �� S F� 4 S Fu s T, AtWGfTAT8-WIEN AffrCESSMY AAI?L�:I~'AJVI.M'A AND FAWW TO OACMAL STATE d PPf'S= TIM AND P—Srllls7f ANAR Mt SM U VE AInwl 4W BY AM..IkG, JNSTAUfV Ar A GYfMtNT LOC.Afkw.. ~4' 1 SF. 1 SF.~ 1 5.F. 2 SF. 4 STANDARD KNOCKOUTS. A PAr"E SZr, nW. AND MANNO 9MU BE APiA VIoO DY A.M.WC A'L ALL "01K.7}F.a'W?hW fht1 MAWU D WAY,51i.ALL BE TE•~Af&Y PA"Wit 20 UK COW WX AC LW I X PONAAA<W 1NtN04 PAWO IS COWM EM, E , APPROVED .&V "E OE'TAIL NaAPPR+UtiEIi: ,Div IAEr1AW Na A _r JN VL7AW, Nd _ _ ._ R Q�iss C A p�. _-__ _ _-. ; � r~ TYPICAL DETAIL Nd .A$ht t>I"rax. Na � �A D _ ... ....._.._. .... _ .-„-._. �� C,.A� — ._...------. ....__,_-GWS; A S D --___. "!9W C r! _.._. _ - Ir' ., *� ?"" MAIL -. _ r t ��, TMICH DETAIL ____ 1rt �p sr�s.. r t Ira WATER R11 t� t�NNECTIC�N - ___ _ UNPAVED AI�� 101 � FANS► 'STREM 102 _ � WATM N��. .,WAVON 103 — � ;�f�'� ,_ 1` 104 114R ,5�` �.OM WTA1L 116 MID- STATECONCRETE PRODUCT r 1x/xd °"`' 1eT I" w►rak 1Aj1A h i54 ,wry rS,no,�TJv rw"°► N.T.S. AJ ,{� � 11,E ,.:�• � 1 Gutter not shown r"°' (3.45& Min 0.47"TOP Maxi --I IT APPROXIMATELY 3f NOTES: `/ ` `✓/�j // -,•Y• .., --- -� - 0.9" Mln AND 0.92" Max c5 x I 1. As site conditions dictate, Case A through Casa G curb romps may be ,� _-______.__._.. __�...._-- o - 9 P d 8. TransltIons from romps and landing to wolks. ttem or streete r` SIDEWALK v FIA51- Dia ' a ` ° J`a :p t`I.j-a--l��r; used for comer installotions slmildr to those shown in Detail A can shah be flush Ina lip) and free of c�bnrpt t:r,g�y 10 AND NOTF-S r Detoil B. The case of curb rumps used In Detail A do not have to 9 SL:Fr iC) AND 11 �:� � ' " r � be the some, Crisp A through Doses G curb ramps also may bei used at 9, Counter slope* of ad tnin utters and ror+�i µ? mid block locations, as site conditions dictate. p 9 9 surfaces Immediately NOTE 7 CR {�' EN DETAIL (� A __ adjacent to and with n 24 Incites of the curb ramp shall not be steeper than 1:20 (5 OX). Gutter porn _slopes 8F c ll not exceed 1" of depth FRONT � 2• If distance from curb to bock of sidewalk is torr sllftra�rt to � " f OGr" OF a accommodote rom and 4`-2" platform (landing) os shown In Case A. for each 2'--0* sof width. $11`)EWALK the sidewalk may to deprea�ed longitudinally ca In Case 8, or C or 1p. Curb romps shall have a detectable wamin RAIS!'� RLI CAE ME may be widened as in,CUse D. l' " g surface that omi extends -.•.w..._.y-��, _ the full width and 3--O de th of tits rampp Dsstectable Wanting Surfaces shall conform to the details an thio plan and the k,+ 3, When ramp is Located in center of curd return cressssswalk oo°°o �4u` i • requirements in the Standard Speelficatlnrts, 44:r 1C� tJ pati.) configural on must, Lie similor to that shown far Detail B. c"uoo uovo• ao4o� r.Q,i,: ! I 9-s09, Max o��oaa o n,�i< 9,4% Mox 11. The edge of the detectable woming surfaces nearest the street / 4PIp AT CURB 4°°00o at°o Q 4, As Site`conefitione .eiictate, the retaining curb sides arltl the fEe�reel " g 1 lD ,+ .._._...__., 00000.00 coao4u AT CURB shall be between 6 and #3 from fhe gutter flowline. ! [ 000000;��Gn� __.___._ .... _ 2.3" Mt- AND 2.4" M1 x r sside'af the Case G ramp shall beconstructed in reversed position, r a 0 12, Sidewolk and ramp thickness, T", shall be 3--1 2 min[rrtum. -1-- -- - - CEN`IE:f• (.' C.LN IEfR 5. If located on a curve, the siders of the romp need n.ot be poralla). / A SPACiN but the minimum width of the ram shall be 4'--2 �"��'.`.= f•a. ` P 13. UtIlIty pull boxes, manholes, vaults and all 0%er 0111tyy facMlttle's '��-it'll ,T ., within the boundaries of the curb ram WI!t he relocated or . R'AISED TRUNCATED DOME PATT�#�N IN�-l._INE� 6. Side slope, of ramp flares vary uniformly from t� ma�,lsnures of 9.t1X at � S "'M n _ curb to conform with longitudinal aidewalk s�lope� i�djolcent to top of curb adjusted to ogrodenstr by the: owner prior o, or (n conjunction with. '"'•,1` CASE A ��".T•E�r1�B�_.�- �Vi��`+��G r.,^k..�RF�+C[ they ramp, except'In Case C and Case F. curb ramp construction. Ap`P'Rl'�1�/'E� -. _. 14. Detectable warning surface may have, to be cut to atleyw removal of See Note 10 � 7. TT"Ies curb"ramp shall be as,atl[ned, as Shown, with a 1'--0` Wide border utsllt covers while maintaining full dat�ctaMale with 1/4 grooves approximately 3/4 on center. See grooving detell. Y 9 warning width y_-_ Q_Drate:.�A,'r��j�and depth• • LIC WORII(S FI_0WI GUTTER TOP OF RAMP t RAMP. DETAILS ,,��^^�� i LOWl..lNE 4°�2" fVlsn CUR � TAIL.3 +�� A88A RC�t1N17F E) --. _ -� SEE NOTE `� _ _ �-" -1 `a TATE fit CAI IFI RNIA 07 , T" w - -_-1.5`x Max I DEI AI~t TME.NT UE MRANSwC)FZ IATirJN .-&(4jr G V IS_"� 1 ` TRACT .G ""w' PUBLIC � t� lJ V� C�.i�l T --- 7.5% Max RSP A88A DATE[) JULY 19, 2013 SUPERSEDES S I-ANDARD PLAN A88A _..__.... . ! A--A DATED �",\Y 20, 20'11 - PACE 121 DF- r[IE STANDARD PLANS BOOK DAZED 2010, These plans and specifications, and the NC?, BY- SATE D E 5 C R I P T I U N „ Clef Eey:�— SSIf�� ideas a d designs pincotporated herein, are — _ -�”------ -- •� c(}I 1b1(t '1 I�' ICII t � ''"f `~ instruments of service prepared for the �' ;` :; cQnstruGti©n of work shown hereon and CONSTRUCTION DETAIL �`irnoth R Roberts _ C ,f 7 ,' k c� shall -nett be used in whole or in part for - ._ .._., � ie 1 �+65366 � ,, ,,, • � any other•project without written authority �' Civil L.T'1g127C'f-:i" RCE .�J..�66 �/ p'-'� q �• ^ •� : 5�.;,b of Roberts Engineering, Inc. CITY OF AT✓ S..J' �,�'"1DCRO, CA ':'; ,► EXP. * -�----- 2015 histo de I V i n * Exp. 9/30/15 * eopyrght t: 2014 Timothy P. Roberts, .: STILET: '11/t1r Roberts '� 1'emPletc�n, C A ),31 t�5 R ,4 ►�4`` is Engineering, Inc. All rights Dv, �" t` ) h�4 -18-201 Phone 8 5 239-0 12 QFCALO ;� IVI� ,� reserved. Copies of =this drawing sh011 """" ---- c-40 7ha this naticeM. E�'ax 63( 5) 2:3 3 fyl4ti t � 6 XP. 9 -30-1 i�ATE ` ry _ ` ,,% hove � . `� �: ?Itia' I f iY E . f�`1L3f.F�i;>, r� C R.C.E. 3536 £ 5 t U. ^CA� r/ � E;rnail rr�t�ertsn 'x;charter.net _ - — - DESIGNED EKY: CHEC:KE0 BY: SCALE: JQB NUM8EF2 �� LF NC:: Llc 59384, Exp 12/31/15 i r_ OF !�I-�Awt� Li Y: Engineer JM TR TR NOTED 14-01 C} fi 8 MOM NN • [TURING GRAI)ING & PAWING OPERATIONS ON ATASC, AVE. DFTOUR SOUTHBOUND TRAFFIC TO °` oAO WORK AHEAD" SIGN yo NAVAJOA AVE. TO SAN ANDRES AVE. C23 R O ". � .,. w�.}�.,rs.mgw Mpl�, A,P.IIIII• .wll. il,lY. MWW {fel MN.,r/i1.,M...�. fie. wqv .wla 1„IIY •.. _... ISM fir' w�Iw, w.a.,s., .YWs �O. �.�• w,wyr ,...wM �rJ• •M.,v..+,r+W��,., w�. .w! ..fir w�� A rrtrY rw�. � �..F ....'� MYMM •Y,A lIIII PORTABLE CONES OR . '\ DELINEATORS, TYPICAL 155' BUFFER SPACE ,, �..,..� ,,,.,�r. _.._. . 5 WC3Rt "S� �..�--�-- _ �_ ____ ,�--_�,�. 9+00 +00 +00 ATASCADEIRO AVE 12&� ONLY ... ® # r r r r� ; -,. Mt: ,o ..- �- , ....� A r. r .. ,. ,. .. -M___ ..__- --1��- is- Ar -y� J It W _ .. # .}-Y.. _Jf i r •}-� 1 00 ^ ^+ . ROAM CONST. AHEAD SIGN 25* \61 Wt'„'Y.:,.'..',"'..„""°�".`p+,�v1""r" +..�y.y.re"'.''*"}-'-" �-'•..»_'v'-r".'.`r"'`.,.....`y'•;..,'.."°.,....;..�"i.'ro . ""R s "? .--'; ;.r„' .` ~ �•.• �.• w . . U(-(" `. ...w. .w+.e. .f.... �,,. ..,n.w.r.r..r..arr. \ ! --:'Zw-7--• ;r,..' •tom'- 't"�- » "�. ..,...... . M« .. ... .... 1 350 7. DURING MSIRUCTON IRAFEIC -CON I- TRAFFIC CONTROL RL..QUIREMENT ti;y�. . 1. THE PROJECT ENGINEER SHALL_ BE RESPONSIBLE TO ASSURE THAT THE APPROPRIATE EXIS LING TRAFFIC CONTROLS REMAIN IN PLACE AND FUNCnONAL DURING ALL CONSTRUCTION PHASES, THE CONTRACTOR SHAD COVER ANY CONFL.IC.:I LNG SIGNS 'A F EXIST ALONG THE ROADWAY. 2. NO WORK SHALL COMMENCE WITHOUT THE CONSTRUC11ON SIGNS INSTALLED AND C' �-IF:R NECESSARY TRAFFIC CONTROL. DEVICES ON SITE, •, � `,,:'�� / .�, STATIONARY MOUN TE.0 CONSTRUCTION AREA SIGNS SHALL E33r FLUORESCENT � � `�. , .,��.,. � ,"' rj ORANGE, USING MAIERIALS FROM rHE CAL.TRANS "'PREQUALIFIED PRODUC IS `� ` '�. �'* ,✓ "� I' .2a. LIST" FOR SIGNING AND DELINEAVON MATERIALS. THE LIST IS AVAILABLE DURING GRADING & PAVING OPERATIONS AT THE WEBSITE OF SHE CALTRANv OFFICE ENGINEER: ON NAVAJOA AVE, DETOUR WWW,DOT.CA.COV/1-IQ/A/ESC/APPROVED. PRODU(%LS_..LIST/ _t O hIORTNaouNo TRAFFIC C T N ANDRES AVE. TO ATASC. AVE. C *r� 3. NO LANE CLOSURES ARE PERMITTED ON THE ROADS AND BETWEEN THE SA x TIMES LISTED IN THE: DEPARTMEN r'S "LANE CLOSURE RESTRICTION LIST," ` � `` � . , �"` -�' NO LANE CLOSURE SHALL. BE PERMITTED ON FRIDAY AFTERNOON BEFORE ��' WEEKENDS WITH FI DF RAL LEGAL HOLIDAYS, ON THE ROADS LISTED. AFFECTED STREETS WILL BE SHOWN IN THE ENCROACHMENT PERMIT. [THE � , ". ` �`t `�R► ® "� � r'� r LANE CLOSURE RI SFRICTION LIST'" IS PROVIDED IN APPENDIX 1,1 4. AT THE CONCLUSION OF EACH WORK DAY, ALL PAVED TRAVFLED-WAY SURFACES SHALL. HE: RESTORED T'") AN ALL---WEATHER, TRAVE:RSABL.E CONDITION. THERE. SHALL NOT F=7 A DROP-OFF ALONG THE EDGE OF � `' � '' � �` , "�,► � � f TRAVELED WAY >0.15 FEET. LC SHOULDER" SIGNS SHALL. BE PLACED � �� ,� � / '�►�► ALONG THE TRAVELED WAY WNEF�' THERE IS ANY DROP-OFF. DROP-OFFS ��► >015 FEET SHALLREQUIRE ITH, Q E E .. / A. BACKFILLING THF TROP-OFF � A MINIMUM 4:1 SLOPE; k3. PROVIDING APPROPRIATE SIT PI•AIES OVL.R EXCAVATION; A �`" `` y "�y,.`''� '`'r• �'` ! f '+ C. PROVIDING TEMPORARY CONC TE RAILING ALONG flit WORK ZONE IN - �• r CONFORMANCE W11H THE STATE STANDARD PL;;NS AND SPP=CIiF�ICATTUNS. EXCAVATIONS BEYOND EIGHT (6) FEET FROM THE EDGE OF TRAVELED WAY MAY UTILIZE PORTABLE DELINEATORS AT APPROPRIATE SPACING, ALONG ```��' ,, `�..`"*• `�` .� � `r~� r �,, +� WITH OPEN TRENCH" SIGNS. �. ``� �* '�.' `"`-,, 'f %• / ,! / °".,�, , `,«� �'` ,` ti� , ..ti •,� ',,mo`'`w., rf , } J / 5. WHERE STEEL PLATES ARE US7), THEY SHAI.t BE PINNI D, AND HAVE A COLD--MIX SLOPE OF 12,1 PLACE^ ON ALL SIDES. ."� : •.,, �,,, '�", � DURING GRADING do PAVLNG OF'ERATtQNS 6. PEDESTRIAN ACCESS SHALL 81 AFFORDED THROUGH THE WORK AREA ON DETOUR WES1130UND TRAFFIC COUNTY ROADS IN URBAN AREAS, EI-11-1ER BY PROVIDING NECESSARY �+ , / ,� /� '� TO NAVAJOA AVE./ ATASC. AVE. E~ACIL-111ES FOR SAI E AND VIABI.F. ACCESS, OR BY PROVIDING APPROPRIATE "�* � ! �'`.� �� ;'�-� ��,� ,� �/ ��'� DURING CONST. ON SAN ANDRES AVE. ADVANCE WARNING TO PEDESTRIANS TO USE ALTERNATE ROUTES. BICYCLE �+,, '`'� �' _41/ ROUTES AND LANES, WHEN IMPAC FELE BY CONSTRUCTION, SHALL BE SIGNED ''`tiY .;; � ," ' ��` � � TO AFFORD SAFE; PASSAGE THROUGH THE WORK ZONE OR TO DESIGNATED �°`.� •� `��,� +� / � ,.,�� ALTERNATE ROUTES. FOR BOT I PEDESTRIANS AND BICYCLES, SURFACES � ,` �y/ SHALL BE MAINTAINED FREE OF '.':tiOSE DEBRIS AND GRAVEL_. 7. NO CONSTRUCTIC.N EQUIPMENT OR MATERIALS SHALL.. BE PARKED OR STORED WITHIN SIX FEET OF 3HE EDGE OF THE TRAVELFD WAY. WHEN � `�` ' "•!"' !""�' ,/'� CCaNST Ut;TION EQUIPMENT OR f 'f=RIALS ARE: SPORED WITHIN '[HE RIGHT--OF--WAY, FUR LHER THAN { (6) FEET FROM THE EDGE OF THE INSTALL. G1 �- *DETOUR AHEAD" SIGN AT 150' ,� ,,� TRAVELED WAY, THE. SHOULDER f�j 1=A SHALL BE SIGNED AS CLOSED, AND AHEAD OF DETOUR LOCATION. iNSTAL.L C5 PORTABLE DELINEA RJR S SHALL BE USED TO MARK A TAPER IN ADVANCE OF "DFTOLJR" ARROW AS REQUIRED TO DIRECT THE MATERIAL OR EQUIPMENT. TRRAFFIC. CONTRACTOR TO VERIFY PROPOSED `� �`'`••,�, �'',,,� �` ''� SIGNAGE WITH CITY P.W. INSPECTOR PRIER TO 8. REMOVAL. OF EXISTING PAVEMENT STRIPING OR MARKINGS SHALL BE BY OONSTRUCTION. y SANDBLASTING, HYD ROBLASTiNG, OR GRINNING. WHEN THE CHANCE OF POSITION WILL 8E t�ItEAI-ER THAN TWO (2) FEET, THE REMOVED STRIPING SHALL BE FURTHER oBSCURED BY USE OF THE CHIP SEAL SHAL_L. -EXTEND THE FULL WIDTH OF THE ROADWAY, `. 9. PARKING RESTRICTIONS SHALL. BE POSTED 24 HOURS BEFORE ANY WORK '- S-PARIS. POSTING SHALL BE LONE. BY THE CONTRACTOR. 10. ALL. PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN AT ALL TIMES, EXCEPT Y'MEN CONSTRUCTION TAKES PLACE IMMEDIATELY IN '�•. ,� � �.• ,;' FRONT OF THE t DNI-WAY OR SIL) ' STREET. 11, ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED N ffj THE TRAFFIC ENGINEER AT LEAST ��_� L�US1N .-()t�,Y PRIOR TO BEGINNING THE WORK INVOLVING TILE SIGNAL.. THE CONTRACTOR SHALL REPLACE ALL TRAFFIC SIGNAL_ LOOP DI 1EC1014S, �► � '` .,, �'�� DAMAGED DURING GONSTRUCTION, WI-THIN FIVE (5) DAYS OF THE �` •w, COMPLETION OF CON:�TRUCTION INVOLVING THE SIGNAL. ANY DAMAGE TO � �Gi�" '*► • , '`�. EXISTING IN-PAVEMI•"NT LOOP DE WCTORS WILL REQUIRE REPLACEMENT / ` �`' '`� �'~�.. C23 "TrQAD WNORK AHEAD* SIGN .r WNiTFiIN FIVE DAYS UI -T>IE START r,L_ ANY TRENCH CUT WC)fZK, l ----------• - , , •� INTERSECTION DETI"C IIC?N SHALL ?E REPLACED WITH VIDEO DETECTION SYSIEM(S) ACCEP I ABLE TO THF �EPARTMFNT. ALL COMPONENTS SHALL. BE ,� 1 ` 4� ��. AVAILABLE ON Till JOB SITE PRIOR TO COMMENCING P}IE TRENCH WORK C2 AQ�IyVO K AHEAD �y,��y WHICH WILL AFFECT (HE LOOP(S). ALL COST'S, INCWDING DEPARTMENT OPERATIONS TIME, St iALL.. BE PAID BY THE DEVELOPER. � `��, •.;,:.. `� ��. 12. ALL. DELINEATORS SHALL. BE _-QUIPPED WITH NIGHTTIME REFLECTIVE BANNS, AND SPACED NO GREA7t'r' THAN 50--FOOD INTERVALS ALONG ,.., AFsP�2C��/ED� ;��.•� TAPERS, LAND CON I ROL, AND/OP EDGE OF WORK ZONE. ,�' ao B Date 2 t' 20 Y .�..._V ` " l ► 13. THE OPERATOR OF ANY TRANSIT OPERATION AFFECTED BY TIME WORK PUBLIC WORKS SHALL BE NOTIFIED 'IWO (2) DAYS PRIOR 70 WORK COMMENCING. 1 INCH = 20 FEE F 14. AL.L. f LAGGERS ;-CALL HOLD CURRENT CERTIFICATIONS. AS DEFINED UNDER CAL OSHA CONSI`RUCTION SAFETY ORDER SECTION 1599, All L. Piz EXPERIENCED N PERSONNEL TO THE �SPECIT$ NO D INQSSECTIION 1599, THE oat�•"'[ !� � E 'V I 1 _,.. TRACT 2959 -� F�IJBL•IG IMPROVEMENTS DF VELOPER OR PRc),JFwCT ENGINEFR SHALL BE RESPONSIBLE TO ENSURE These Ions and specifications, and the NO. 8Y MATE D E S C R I P T I C} N �' THAT THE CONTR'ACIoR OP OTHER AGENTS UTILIZE TRAINED PERSONNEL �FtCF�$S - P R -- ��_ � Roberts �inf l-kint+�'t�''lI'�Ctint(n ONLY. At L WORKS R.1 WITHIN THE ROADWAY SHALL WEAR TYPE 2 CAL—OSHA �t �1$ ESS!(} ideas and designs incarparoted herein, are _ Y. 4 ' pp /� CONTROL L N NIGH- VISIL3PL_1TY VE.:,IS. "� + 're► P. instrurner+ts of service prepared far the - TI�A ��»� (* p # r� c0fistruction of work shown hereon and _ „� � shall not be used in whole or in port for Timothy P. Roberts 15. ALS©ITIONAL L?E:�TRII;TE€} WORK HOURS MAY BE IMPOSED ANY TIME BY QTY C ATAADERA - n `t 536 pn other project without written authority --�- Civil Engineer •- RCE 35366 '~► .� THE CITY ENGINEER' IN COORDINA N WITH 'T'HE ATASCADERO HIGH SCHOOL � � � r?�+ �� ;> Y t� ! �` "" `� �,a f ' HOURS OF OPE:RA110N. IEIf�► Zt o Roberts Engineering Inc. w � _• " I�, ,� Exp. 930/15 .* � Ogbyrlrlht o 2x14 Timothy P. Roberts, _�"�"..� - .—._._..,_._.,._.r..._— �_........ '7�}15 Vista de l� Vinf3 SHEET: CIV 1 l cl`" Templeton, C:A 93-165 W Roberts Engineering, Inc. All rights _ -_ re-,erved. Copier of this drawing shall `' Y. I'hnn� �t3U5) 3�-Ofaf 4 12--18--2014 C-5-0 �fCIVIDove this notice. Fax (�L.T�) 2:it3 614th TINS( I r'IY P, Ro) RTS, R.C.E. 35366 EXP. 9-30 15^ DATE Email rr�b�rtser► cr;c harter.net -=� 1�f�,AWN t3 Y: I F`�ICNE L) F3 Y: 4IiECKED BY: S AI t: JOB NUMBER `I IEE:T NO: Lie 59384, Exp 12/31/1-5 iM TR TR NOTED 14--010 7 OF 8 Inter-rr Lily E ngineer t t ?Q , ft • ..... .*SINN .... NIM�R �e .... ♦r.e. ....� 'T31'1°"' _..�W...._,, a� ". J ON ATAS0AERO f 1 (( t� WO moo _0^ pro ,oh r+►.• oww Nrw;YAMJN MSM ` ar''' rb r ,-.., ._...�. � ...,.� ..,,.�^h�-.- ems, .+-.w .w. .yiv.r ...� ...a•. .rw., +a...... .. v,.r .,..... ...+. ...... ..�..w ..�i,,,'�.�„ «""' ""wfiw+... ^"'.r ! '1. `'-�,.,,�� ,rlSw' . „�....., ,ww- �rq �,..,..a+is.:"..fw. �.-.- _._.... ...N. .aww +•,•w• d,_ www,w-.n" ,....r ..... ..wu. .,.... .....,�. .�. ...-,- 'CJI"`.. .�. ....�.. }.vr+- ----• f �+..� """'.• ...,,,>, �,,, ,.,, . `,, ""'vv, ':C^;7", ,` 0411 55{{ .,,� +• .w.,..,... M:,". . ,-,, m, ^-`" �-�,.-,,mak�„ «., �. _,_........`'" . '�'�„"''� � � .. .. .. ... ... i 'ham: .,w.I-,. �'•� ~'�" '.... ,_...�. ,r �,./ r e• JJt" Oh ass a` w+,i 1 ,,,...• �'"'v.'�'o k'�F,. "z a: c.. �«.+v+•+. _.., ,.�aww-«wyt•.»+„.», ......... ... ,..,. �Y ..,..« 7 ...........,., 1 .. 4;a .Y :� }'d•. :,t& `..`.~�n e• .' pi.tw,;J sr� .. .. r ;.l,fl,....w .,,., ,.J.,.. :,� ,"'!'^..v.,+..X� ... r:ub:'tr• 71il` ..�'1 � ^a� . . •.. �� Y' :k.,� �"^- ,w.w�" �'# ��, �t+.;.� ' '. -•'"`+' � ^'.— .�,,.;�'. : ! � `, 7` -w•-w -.,,._ _,_.__�,_ �.,..-..r.,,,w......----�-• �:"++s�*.�Mt;.,. J ,«,,,,,r..r,.+.^ p� �r �! .-.•. �"' , 0 Al y _ems ...,.. .,�,.. �...•.- ..,.., s `♦ o'f ,+1-•,>aNTI^� .."�F� 1 N `�iT•: wy` ..II•�. .'R "+'' , �,r.. ..,,r � .4' � � ._ .., r•.�- _,.,� •+w.�� ,., �.............. ......, w.w,,.�.,..v. •M`-w .. ,✓' .,,,...,. »- '� 'i '� ` l�•'i i'41 oi",,, :r• .,� •� ..�^...;E yo.'1.'*.:;k,'. �' +w ..5 A! ,� :Y. ld.�' p ""; :. wf.�.� ,.,, w .. w +«....., "�'^y ro .x , r awN,N. r.n. .. nxlNilr r� �► a . .. ,. .�. . .,.. ,. .,�-_- _...... -«... .. 'I �� ^•w•« ,. .wJ'" •"-" .,.�•` ......,. ,.v. .,,, r ' . SL— ji ko 875. y \��`"`` �\ �. `'`. �` •M/�:"Y ..A;; -,.�.., y ' I VVVV J Hwy, '`.,, � � '` p� ...,, 11. ,,,�,,,, .,,.,,_ I ...... i / J \\\ '��`^•'�xd?.. `.. _. ,.' / y} {_ `iii i,'�, 40 1\ w�`�� •�" '�`' � \ .. .«, .. 1 ``•j� p �r.rI � ., !tom"+� (\y�)� •,„,•� '• � , � l i�. 1 \1 i bit X1, VX 6 "♦ ��b, r��+'rr � �t � ,/�. � �,.A � � ��' y\``,, f / fir` ,�... ,. �7. �► .-�" mss. ,�. �'••` �, �._ ...._, � � � � r ,. j � b �+'�1 �',� �r•� `�`. ��', .7� fir'i . � V '�i.- �,r,. �` � d`� �,+ ��++// // .ti�, `1„x,•4 } •,,,,�_ •\ / � !r /��r�// ,/� 4 6,60 .10 � i., .. •t .q�.�,{`EN EXC,�tVA'�IQI'+1 BEGINS, THE GAS •�,, �� ^+�,,;, ±� .,�,,ter►,,? COMPANY SHALL BE NOTIFIED AND BE PRESENT ,,K DUE Tt? 'i1-iE EXISTENCE OF THE HIGH E l� '^" � GAS LINES. 4V1 N J kms, ;•, .,� � ,�a 1`- fes". ...._ .�. ._ �� rte, `'��.,.. `' ,,►q {i ,• 0 44%. , L'y 4 j APPROVED By- Date: 30.1 60 n _..__ ..-- PUBLIC WORKS �rrrY■r.rrrwr�rwr 1 INCH -= 30 FEE 1 U11LITY COMPANY SIGNATURES 2959 �- PUBLIC IMPROVEMENTS �- R E V 1 { 0 N TRACT t ' C DESCRIP � l0N T t T t�� ATASCADERO M'UTUTAI- WATER COMPANY DAZE Thesfe plans and specifications, and the No. 8Y DATE - - - - l[�:iolbii�''rtbq lEnt(oriuC11{r�;(e Dint{ >~ ��M�� 1 E U�i�..� I � �� Jd11V �,.N•�..-w gC'l�i=SSIQ i�leos and designs incorpor.atet� eretn, crrs �— `` �� Timothy P. Robert � F. � �fi ir{struments of service prepared for the , construction of work shown hereon and T �+ BATE J r' %,� shall not be used in whale or in port for (;1V1 +�111T1E;r � �5366 c- V� J�T� L1i1V � , CA , P.G&E gin, �;� �' an other project with written authority _. • ffW r;r• .0 of Roberts Engineering, Inc. - �--- _ `— — 2015 Vista de la'Hina Hf ET. EXP.I'�� 5,�.. �► _._.,...._.._. -- THE GAS COMPANY DATE � Exp. 9/30/15 .� Copyright c 2014 Timothy P. Roberts, ��c Templeton, C2 x-066 C-6.0 CIVIL �► Roberts Engineering, Inc. All rights Phone �8U5) 239'Otif�4 �•�• 12-18-2014.-- THE 4 OATE �FCALE reserved. Copies of this drawing shall Fax (805) 238--6'148 TIM ,IIiY P. ROHF�f�TS, R.C.E. 35366 EXP. 9 ' 30--15 T ; Jae NUMBr k SI IEET NO: HATE s <J ._I1, � �� Hove this notice. Krriail robertseng(cc:charter.net S CI iECKED BY: SCALE' AT&T TELEPHONE ,,,,I�' ,�(� � t7RF'�wN E3 Y: DFSIGNED BY. ,� $ {�F � I.;r, L JM TR TR NOTED 14—Q d E tic 59384, Exp 12/31/15 rxi _ Inter}rr7 Ctty Engineer Tr OWNCHAIE ARTER COMMUNICATIONS D R QENERAL IT ONDITION `" `'�' �`'" �' y�� A. INFORMATION SHOWN ON ALL EXISTING IMPROVEMENTS ON THESE DRAWINGS IS TAKEN FROM FIELD SURVEY. THE CONTRACTOR SHALL VERIFY 9. ALL SOiLS WITHIN 2 FEET OF FINISHED GRADE iN THE STREET SHALL` �� LOCATIONS OF ALL UTILITIES PRIOR TO BEGINNING OF WORK. ALL UTILITY BE COMPACTED TO 959 RELATIVE COMPAuTION. LOCATIONS ON THIS PLAN ARE TAKEN FROM RECORD DRAWINGS. THE < CONTRACTOR SHALL. NOTIFY UNDERGROUND SERVICE ALERT (U.S.A. 811) 10. UTILITY TRENCH BACKFILL WITHIN THE STRFFT SECTIONS SHALL 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION. THE CONTRACTOR CONFORM To THE REQUIREMENTS OF THE DETAIL ON SHEET 6. IS SOLELY RESPONSIBLE FOR PROTECTION OF ALL U?-,"ERGROUND UTILITIES, e� Ar ales THE CONTRACTOR SHALL EXPOSE AND VERIFY ALL: CRITICAL SECTIONS OF 11. THE ROADBED SUBGRADE WILL BE SCARIFIED AND COMPACTED AFTER EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. INSTALLATION OF ALL UNDERGROUND UTILITIES, AND BEFORE A PLACEMENT OF AGGREGATE BASE IN ORDER TO ACHIEVE UNIFORM San A n ci r e B. ALL CONSTRUCTION WORK AND INSTALLATION SHALL. CONFORM TO THE COMPACTION. -A Q ATASCADERO CITY STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY AND ENGINEER. 12. SURFACE DRAINAGE MALL NOT BE LESS THAN 2X EXCEPT FOR PAVED SURFACES AND POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM Y�"'A C. WHEN INSUFFICIENT DETAILS OR SPECIFICATIONS ARE SHOWN, THE ALL STRUCTURES AND 'SLOPES. Q �' '� � � p CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATED 7-92 13. ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS ATASCADERO IS HEREBY REFERENCED AND INCLUDED. RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED F90M THE 1 # AND DISPOSED CSF PROPERLY. OB SITE <.�, : s�„pK� NIA D. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ;; 0 0 RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF THE PROJECT, 14. SLOPE COIVSTRUCTIC)N REQUIREMENTS INCLUDING TERRACING SHALL BE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 11-OS REQUIREMENT SPECIFIED BY THE SUPERVISING SOILS ENGINEER PRIOR TO ' SHALL APPLY CONTINUOUSLY AND NOT BE LiMiTED TO NORMAL WORKING CONSTRUCTION OF GRADED SLOPE$. HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY•, AND HOLD THE AMWC---STANDARD CONSTRUCTION NOTES SPECIAL INSPECTIONS ' SIT ENGINEER, CITY HARMLESS FROM LIABILITY ARISING FROM THE 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS Oev '� � SOLE NEGLIGENCE OF THE CONTRACTOR. REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN 1. ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE 1, ALL CONSTRUCTION & INSPECTIONS SHALL CONFORM TO 20107 CALIFORNIA AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND NTH ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARDS AND POLICIES BUILDING CODE (CBC) CHAPTER 17. �� E. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE DOMESTIC ANIMALS, OR CAUSING A NUISANCE TO PERSONS OCCUPYING AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST a o IMPROVEMENTSaWHEN COMPLETED �� ARE IN ACCORDANCE WITH THE PLANS BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR EDITION, 2. SPECIAL INSPECTION REQUIREMENT ARE REQUIRED FOR THIS PROJECT, THE � CU � 73 to PRIOR TO THE REQUEST FOR FINAL INSPECTION. AS-BUILT PLANS ARE TO SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING OWNER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE 0 Ob BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE ENGINEER FROM HIS OPERATIONS, DUST ABATEMENT MEASURES SHALL BE 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC STANDARD SPECIFICATIONS, ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL CERTIFYING THE IMPROVEMENTS AND PREPARING THE AS--BUILT PLANS SHALL CONTINUED UNTIL RELIEF iS GRANTED BY THE GRADING INSPECTOR. DETAILS AND NOTES AND THE NOTES AND DETAILS SHOWN ON THESE PLANS, THE INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON ALL ci7 BE PRESENT AT THE FINAL INSPECTION. 17. CONTRACTOR TO CALCULATE REQUIRED CUT; AND FILL QUANTITIES, AMWC STANDARD SPECIFICATIONS, DETAILS, AND NOTES SHALL PREVAIL. TASKS IDENTIFIED BELOW. 7 � F. THE INSPECTOR MAY REQUIRE REVISIONS IN THE FLANS TO SOLVE 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ATASCADERO 3, SPECIAL INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL UNFORESEEN PROBLEMS THAT MAY ARISE DURING THE COURSE OF 18. PRIOR TO ANY GRADING THE INSPECTOR SHALL 8E RESPONSIBLE FOR MUTUAL. WATER COMPANY STANDARDS AND THE STANDARD SPECIFICATIONS FOR DEMONSTRATE COMPETENCE, TO THE SAT SFACTION OF THE COUNTY � � � � 4 CONSTRUCTION, ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF SCHEDULING APRE-CONSTRUCTION MEETING WITH THE AFFECTING PUBLIC WORKS CONSTRUCT ION. LATEST EDITION. BUILDING DEPARTMENT, NAMES AND QUALIFICATIONS OF SPECIAL r A—, �00 THE SCHOOL DISTRICT ENGINEER, AGENCIES. INSPECTOR(S) SHALL BE SUBMITTED TO THE COUNTY BUILDING DEPARTMENT / 2- Francisco 4. SEPARATION OF WATER MAINS AND SEWER MAINS SHALT_ _,iE iN CONFORMANCE FOR APPROVAL. G. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL WMTI-I THE PROVISIONS iN TiTLE 22 OF THE HEALTH ANS 1FETY CODE. " 1' ! T,A dAve. ', Q ' SPECIFICATIONS FOR THIS PROJECT ON THE SiTE AT ALL TIMES. ALL EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH t 4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF COMPONENTS MONUMENTS OR MARKERS DISTURBED SHALL BE RESET AT CONTRACTORS 5. WATER MAINS AND APPURTENANCES SHALL BE CONSTR..J 11) IN CONFORMANCE LISTED IN THE SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT CHANGES OCCURRING DURING THE PROJECT CONSTRUCTION SHALL BE RECORDED EXPENSE. WITH TIME PROVISIONS IN SECTION 306 UNDERGROUND �"IDUIT CONSTRUCTION OF OF RESPONSIBILITY TO THE COUNTY BUILDING DEPARTMENT AND THE OWNER � �ti� ON THESE PLANS, AND THEY SHALL BE TRANSMITTED TO THE PROJECT THE STANDARD SPEC',IFICATIONS FOR PUBLIC WORKS CO RUCTION, LATEST PRiOR TO THE COMMENCEMENT OF WORK. THE STATEMENT SMALL CONTAIN EXIS71NG Ilk- ENGINEER T() INCORPORATE INTO THE AS---BUILT RECORD. 21. ALL ROUGH ^RADiNG AND FINAL SOILS REPORT SHALL BE COMPLETED EDITION. THE ITEMS LISTED IN CBC 170)6,1, 'g" H. ALL STATIONING SHOWN ON THESE PLANS REFER TO CENTERLINE UNLESS AND APPROVED BY THE ENGINEER PRIOR TO ISSUANCE of FINAL i� �� LOT 3 ,� �� APPROVAL. 8. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE 5. A FiNAL REPORT PREPARED BY A SOIL OR CIVIL ENGINEER SHALL BE t OTHERWISE NOTED. WITH THE PROVISION'S IN SECTION 306, UNDERGROUND CONDUIT CONSTRUCTION, OF SUBMITTED TO THE FiELD INSPECTOR STATING THE WORK PERFORMED iS IN �Q' BLOCK Y-A .31� VICINITY �22. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST NF RM ANS APPLICABLE . 1. THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL TIMES' ANC? SHALL ENGINEER, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING � CODES, CONFORMANCE ANCE WITH THE APPROVED PL �.�•,t (NC7T l� PART) � N.T.S. FURNISH, ERECT, MAINTAIN SUCH FENCES, BARRICADES, DETOURS, FLAGMAN, EDITION. CODES, AND IS FOUND TO 8E SUITABLE TO SUPPORT THE INTENDED LIGHTS AND SIGNS AS NECESSARY TO GIVE PROTECTION TO THE PUBLIC AT DUST. STRUCTURE, SUCH REPORT SHALL INCLUDE ANY FIELD PROGRESS REPORTS, 7 ALL TIMES,THE CONTRACTOR WILL BE REQUIRED 24. A SOILS ENGINEER SHALL SUPERVISE THE GRADING AND CERTIFY THAT , TRENCHES SHALL BE RESURFACED IN CONFORMANCE WITH CITY OF ATASCADERO COMPAC11oN DATA ETC. j STANDARDS AND THE PROVISIONS IN SECTION 306--1.5, TRENCH RESURFACING, OF TO KEEP TWO--WAY TRAFFIC OPEN AT ALL TiMES UNLESS ALL GRADING HAS BEEN COMPLETED IN CONFORMANCE WITH THESE 'PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION INCLUDING SECTION 1705, STATEMENT OF SPECIAL INSPECTIONS: OTHERWISE APPROVED BY THE CITY, THE CONTRACTOR SHALL FURNISH A AND SPECIFICATIONS, CHAPTER 33 OF THE UNIFORM BUILDING CODE, TEMPORARY SURFACING. TRAFFIC CONTROL PLAN TO PROVIDE FOR SAFE, EFFICIENT TRAFFIC FLOW IN AND THE RECOMMENDATiON OF THE PRELIMINARY SOILS REPORT. A 1705.1 GENERAL. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY AND NEAR THE AREA OF WORK. ROAD CLOSURES ARE NOT AUTHORIZED. FINAL SOILS REPORT SHALL BE PROVIDED IN ACCORDANCE WITH 8. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN CONFORMANCE WiTH SECTION 1704, 1707 OR 1708, THE REGISTERED DESiGN PROFESSIONAL IN CHAPTER 33 OF THE U.B.C., SECTION 3317. AMERICAN WATER WORKS ASSOCIATiON STANDARD 0651, DISINFECTING WATER RESPONSIBLE CHARGE SHALL PREPARE A STATEMENT OF SPECIAL EXISlING LOT 1 LEGEND, 25. EARTHWORK QUANTITIES: MAINS. NO CONNECTIONS TO EXISTING WATER MAINS WiLL BE PERMITTED UNTiL THE INSPECTIONS IN ACCORDANCE WITH SECTION 1705 FOR SUBMITTAL BY THE J. NO CONST°RUCTtC�IN, WITHIN THE CALTRANS RIGHT-OF WAY OR EASEMENTS NEW WATER MAIN IS SUCCESSFULLY TESTED AND DISINFECTED. APPLICATION SECTION 17t�14,1.1}. � LOT BE STARTED WITHOUT PLANS APPROVED BY THE CALTRANS PERMIT CUT: 370 CY PERMIT APPLICATRACT BOUNDARY DEPARTMENT. THE CALTRANS INSPECTOR SHALL BE NOTIFIED AT LEAST 48 FILL: 140 CY 9. ATASCADERO MUTUAL WATER: COMPANY SHALL BE NOTIFIED AT LEAST 48 HOURS 1705.2. CONTENT OF STATEMENT OF SPECIAL INSPECTIONS. THE STATEMENT � ! BLOCK Y-A PROPERTY LINE HOURS PRIOR TO THE STARTING OF CONSTRUCTION. ANY WORK DONE WITHOUT NOTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE IN ADVANCE OF ALL WORK THAT WILL REQUIRE A DISRUPTION OF WATER SERVICE. OF SPECIAL INSPECTIONS SHALL IDENTIFY THE FOLLOWING: RIGHT' OF--WAY APPROVAL PRIOR TO NOTIFYING THE COUNTY INSPECTOR MAY BE REJECTED AT FACTORS AND LOSSES DUE TO CLEARING OPERAT11ONS ARE NOT NO DISRUPTION OF WATER SERVICE WILL BE PERMITTED ON MONDAYS, FRIDAYS, I(NOT A PART LOT 2 � CURB THE CONTRACTORS AND/OR OWNERS RISK. INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASED ON WEEKENDS OR HOLIDAYS, A) THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE BACK OF CURB K. ALL K SHALL 8E DONE IN CONFORMANCE WITH THE RECOMMENDATIONS THE DIFFERENCE AS SHOWN ON THE PLAN, OR SUBGRADES, AND 10. CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED AT ALL VERTICAL SPECIAL INSPECTION OR TESTING BY THE BUILDING OFFICIAL OR BY THE ` J1TER SHOULD VARY ACCORDING TO THESE FACTORS. REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR EACH POPTION OF ��, SIDEWALK OF THE PROJECT SOILS REPORT, BEND'S; HORIZONTAL BENDS, AT THE END OF PLUGGED MAINS, BEHIND TEES AND THE WORK. BEHIND FIRE HYDRANTS. _._. --- ----- EASEMENT - - --�------- --- L. THE NAMES AND TELEPHONE NUMBERS OF THE PROJECT ENGINEER, SOILS 11. ATASCADERO MUTUAL WATER COMPANY SHALT. BE NOTIFIED AT LEAST 24 HOURS B) THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION. SAN ANDRE$ AVE. _��..� �--�' EXISTING �,�t .,. _......_.. .. ;�.�. RETAINING WALL ENGINEER, SURVEYOR AND CONSTRUCTION SUPERINTENDENT SHALL BE WATER CONDITIONS PRIOR TO STARTING ANY WORK ON THE WATER DISTRIBUTION FACILITIES. C) THE TYPE AND EXTENT OF EACH TEST. SUBMITTED AND KEPT ON FILE IN THE CONSTRUCTION OFFICE. SLOPE (AS NOTED} A. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND THE SITE 12. NO CHANGES SHALL BE MADE T4 THE WATER DISTRIBUTION FACILITIES SHOWN ON M. THE ALLOWEfl.:HOURS OF OPERATION ARE 7:00 A.M. TO 7:40 P.M. HAVE BEEN BROUGHT TO SU$GRAD AND COMPACTION CERTIFICATION. THESE PLANS WITHOUT PRIOR APPROVAL OF ATASCADERO MUTUAL WATER [7j ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC EXISTING CONTOURS MONDAY THROUGH FRIDAY. ANY WORK REQUESTED ON WEEKENDS AND HOLIDAYS COMPANY. OR WEND RESISTANCE AS SPECIFIED IN SECTION 1705.3, 1705.4, 1707 OR MUST BE SUBMITTED IN WRITING AT LEAST 24 HOURS IN ADVANCE. B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL SEWER MAINS 1708. PROJECT MAP FINISHED GRACE CONTOURS AND LATERALS WiTH A MINIMUM OF ONE FOOT OF VERTICAL CLEARANCE, 13. NO CONSTRUCTION SHALL BE STARTED ON THE WATER DISTRIBUTION FACILITIES t) FOR EACH TYPE OF `SPECIAL INSPECTION, IDENTIFICATION AS TO NETHER IT SCALE: � =1Ofl WATER MAIN �B"�---�--� W�--- N. NO FIELD CHANGE SHALL BE ALLOWED WITHOUT WRITTEN APPROVAL BY UNLESS OTHERWISE AUTHORIZED ON THE PLANS. WITHOUT PLANS APPROVED BY ATASCADERO MUTUAL WATER COMPANY. THE DESIGN ENGINEER AND O.S.A. ATASCADERO MUTUAL WATER COMPANY WILL NOT INSPECT THE WORK WITHOUT WILL BE CONTINUOUS SPECIAL INSPECTION OR PERIODIC SPECIAL SANITARY SEWER 8"---S C. ALL WATER MAIN FITTINGS TEE'S VALVES BENDS ETC., SHALL HAVE APPROVED PLANS. CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS AND INSPECTION. STORM DRAIN L BE REMOVED FROM THE PROJECT AND FLANGE CONNECTIONS WITH ANY A.)JACENT FITTINGS. USE 1/2 LENGTH PIPE WITHOUT INSPECTION BY ATASCADERO MUTUAL WATER MAY NOT BE ACCEPTED. GAS MAIN G G O, ALL UNSUITABLE MATERIALS SHALL BE PLACED AT A SUITABLE DISPOSAL B. AT ALL CONNECTIONS TO FITTINGS PER PIPE MANUFACTURERS' SECTION (TABLE) 1704.7', REQUIRED VERIFICATION AND INSPECTION OF SOILS. SHEET INDEX FIRE WATER F- �W RECOMMEND All ON S. ALL GATE VALVES SHALL BE RESILIENT WEDGE UNLESS 14. ASBESTOS CEMENT (AC) PIPE iS PRESENT iN THE AMWC SYSTEM AND MAY BE EXiST. WATER LINE -- ---8" ---- -- _w__- P. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO BE OTHERWISE SHOWN ON THE PLANS, ENCOUNTERED BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S SOLE A) VERIFY MATERIALS BELOW FOO"nNGS ARE ADEQUATE TO ACHIEVE THE DESIGN 1 . Cl .0 ,,,-, TITLE SHEET EXIST. SAN. SEWER - --8"---- -� -�S_- FULLY INFORMED OF AND TO COMPLY WITH ALL LAWS, ORDINANCES, CODES, RESPONSIBILITY TO HANDLE, MODIFY, DEMOLISH, REMOVE, MAUL AND DiSPOSE OF BEARING CAPACITY SHALL BE PERFORMED PERIODICALLY DURING TASK. i� REQUIREMENTS, AND STANDARDS WHICH IN ANY MANNER AFFECT THE COURSE D. FIRE HYDRANT ASSEMBLIES GATE VALVE BOX AND ANCHOR, AIR RELEASE AC PIPE IN CONFORMANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS 2. C2.0 -~� STREET IMPROVEMENT PLAN - ATASCADERO AVEEXIST. STORM DRAIN NUE OF CONSTRUCTION OF THIS PROJECT, THOSE ENGAGED OR EMPLOYED iN THE VALVES AND THRUSTBLOCKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH INCLUDING ALL REPORTING AND RECORD KEEPING REQUIREMENTS FOR B) VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED EXIST. GAS --- r-•-G-- ---- ---G--- CONSTRUCT11ON, OR THE MATERIALS USED IN THE CONSTRUCTION. THE CITY OF ATASCADERO STANDARD DRAWINGS ASBESTOS-CONTAINING MATERIALS. PROPER MATERIAL, SHALL BE PERFORMED PERIODICALLY DURING TASK. 3. C2.1 ,__ STREET t�f�IMPROVEMENT PLAN - SAN ANDR'ES AVENUE EX. S.S. MANHOLE 0 E, PVC PiPE SHALL BE CLASS 150 (SCHEDULE 40) AND SHALL CONFORM C) PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FiLL MATERIALS, 'SHALLS,S. LATERAL S Q. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE TO AND MEET THE REQUIREMENTS OF A.W,W.A. SPECIFICATIONS C900 FOR BE PERFORMED PERIODICALLY DURiNG TASK. 4. C3.0 '"'"" CONSTRUCTION DETAILS WATER SERVICE W PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK AREA AND SHALL 12 INCHES AND SMALLER, FiRE HYDRANT It EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE D) VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING EXISTING IMPROVEMENTS WITHIN OR AD5. C4.0 "" TRAFFIC CONTROL PLAN GAS LATERAL G CONTRACTOR SHALL REPLACE AND R ADJACENT TO THE WORK AREA WHICH ARE AIR TO THEIR ORIGINAL CONDITION ALL, F. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH GRADE. PLACEMENT AND COMPACTION OF CONTROLLED FILL, SHALL BE PERFORMED UTILITY UTILITY TRENCH �PLAN EXISTING UTILITY BOX UT "'"" NOT DESIGNED FOR REMOVAL., AND ARE DAMAGED OR REMOVED AS A RESULT OF G. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS TO EXACT GENERAL PI P IELi N E CONDITION CONTINUOUSLY DURING TASK. 6. C5.O COMPOSITE HIS OPERATIONS, AND BE REQUIRED TO REPAIR OR REPLACE SAME TO THE CLEANOUT • SATISFACTION OF AND AS DIRECTED BY THE INSPECTOR OR UTILITY LOCATION BY CENTERLINE STATION AND MAIN DEPTH OF ALL WATER FACILITY E) PRIOR TO PLACEMENT OF CONTROLLED FiLL, OBSERVE SUBGRADE AND VERIFY APPURTENANCES: VALVES TEES AND OTHER FITTINGS METERS AND OTHER A. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMP' 'S TO MARK THAT SITE HAD BEEN PREPARED PROPERLY, SHALL BE PERFORMED TOP OF CURB TC COMPANY. APPURTENANCES: FEATURES FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH LOCATIONS AND SHALL POT-HOLE ALL UTILITY CROSSINGS OR TO STAKING PERIODICALLY DURING TASK. p � TOP OF WALL TW R. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHTS-. A BASIS FOR AS-BUILT DRAWINGS. A "W" SHALL BE CLEARLY MARKED ON . AND PRIOR TO ANY PIPELINE EXCAVATION TO ALLOW GRAD EVISIONS IF STORM DRAiN CONDI t ION TOP OF GRATE TG OF-WAY SHALL HAVE AN APPROPRIATE CONTRACTORS' LICENSE A LOCAL THE CURB FACE FOR SERVICE LOCATION. NECESSITATED BY ACTUAL LOCATIONS, OBSERVATION & TESTING PROGRAM. TOP OF FOOTING TF BUSINESS LICENSE, AND SHALL OBTAIN AN ENCROACHMENT PERMIT AS A. ADS "N--12" (OR EQUAL) HDPE MATERIALS AND INSTALL.A11 NI SHALL GRADE BREAK GB REQUIRED BY ANY AGENCY. H. A CONTINUOUS TRACER PIPE SHALL BE PLACED OVER THE WATER MAIN B. THE ENGINEER OR REPRESENTATIVE SHALL REVIEW ALS :UT SHEETS TO THE PROJECT SOILS ENGINEER SHALL PERFORM THE INSPECTION & TESTING FOR COMPLY WITH THE REFERENCED STANDARD SPECIFICATIONS. JOINTS SHALL PUBLIC UTILITY EASEMENT PUE AND BROUGHT INTO THE VALVE CHAMBERS FOR TESTING. CHECK GRADES PRIOR TO TRENCHING. THE FOLLOWING TASKS: BE INTEGRAL SOCKET END AND GASKETED JOINT ASSEMBLY. ON-SITE STORM FL S. ADDITIONAL RESTRICTED WORK HOURS MAY BE IMPOSED ANY TIME BY THE FINAL PLANS DRAINS SHALL BE HDPE. RCP PiPE SHALL BE USED WITHIN THE R.O.W. FLOW LINE CITY ENGINEER IN COORDINATION WiTH THE ATASCADERO HIGH SCHOOL HOURSa C. THE CONTRACTOR SHALL CONTACT ANY AFFECTED UTILITY COMPANIES STRIPPING AND CLEARING OF VEGETATION B. DROP INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH DETAILS INVERT INV {, THE CONTRACTOR SHALL FURNISH SUPPLIERS CERTIFICATES STATING OF OPERATION. AT LEAST 48 HOURS BEFORE BEGINNING EXCAVATION AND SHALL VERIFY RECOMPAC:TION OF SCARIFICATION SOiLS AND REFERENCES PROVIDED. GRATES SHALL BE ADEQUATE FOR STATE OF FINISHED GRADE FG THAT ALL PIPE, VALVES, FITTINGS, PROTECTIVE COATINGS AND ALL OTHER WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT FILL PLACEMENT AND COMPAC11ON CALIFORNIA HS--20 TRAFFIC LOADING. MATERIALS COMPLY WITH THE REQUIREMENTS THE PROJECT SPECIFICATIONS, FINISHED SURFACE FS GRADING NOTES DURING EXCAVATION- OVER EXCAVATING C. AEI. 'DRAINAGE OUTLET STRUCTURES SHALL BE CLASS A REINFORCED EXISTING GRADE EG VERIFICATION OF SOILS TYPE & DEPTH PORTLAND CEMENT CONCRETE. J. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON ' ASPHALTIC CONCRETE AC THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. 1. AEI_ GRADING SHALL CONFORM WITH PLANS AND SPECIFICATION UNDERGROUND SERVICE ALERT (USA} - .811 - MEMBER USA FINAL REPORT D. PVC SHALL BE SDR 35 NTH INTEGRAL. SOCKET END FOR GASKETED REQUIREMENTS AND THE 1998 UNIFORM BUILDING CODE, CHAPTER 33, THE CROSSING OF THESE UTILITIES WITH WATER I��AiNS SHALL TENTATIVELY SOUTHERN CALIFORNIA GAS CO. -- MEMBER USA OR JOINT ASSEMBLY, PIPE FIT"TlNGS AND JOINTS SHALL BE IN CONFORMANCE THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, AND THE PACIFIC GAS AND ELECTRIC CO. - MEMBER USA THE SOiL ENGINEER OF WORK SHALL BE FENDING PHONE WiTH THE APPLICABLE REQUIREMENTS ASTM 3034. RECOMMENDATIONS AND REQUIREMENTS OF THE SOiLS ENGINEER, UNDER BE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL HAND EXPOSE "ENGINEERED GRADING REQUIREMENTS". UTILITIES PRIOR TO ANY CONSTRUCTION OF WATER MAINS IN ORDER TO SOILS REPORT # PENDING VERIFY LOCATION AND DEPTH, WHERE WATER MAINS CANNOT BE MAINTAINED D. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND THE SiTE WiTH AT LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE FROM THE THE PROJECT ENGINEER OF WORK SHALL PERFORM THE iNSPECIION FOR THE 2. ALL GRADING.::SHALL CONFORM WITH THE RECOMMENDATIONS AND HAVE BEEN BROUGHT TO SUBGRADE. REQUIREMENTS,OF THE PROJECT GEOTECHNICAL ENGINEERING REPORT UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE PLANS,LANS, THE ENGINEER FOLLOWING TASKS: SHALL BE NOTIFIED AND THE WATER MAIN DEPTH WILL BE ADJUSTED TO MEET ROUGH GRADING & SITE PREPARATION SEWER CONDITONS THiS REPORT SHALL BE INCORPORATED INTO THIS PLAN AND MADE A BUENA GEOTECHNICAL SERVICES, DATED FEBRUARY 10, 20x6 THE NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. FINAL GRADING INSPECTION PRiOR TO FINAL COUNTY INSPECTOON PART HEREOF AS IF SPELLED OUT IN ITS ENTIRETY HEREON. K. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES AND APPLICABLE CODESTHE PROJECT ENGINEER OF WORK SHALL BE TIM ROBERTS OF ROBERTS A. ALL, SEWER CLEANOUT RIMS SHALL BE ADJUSTED TO FINISH GRADE IN 3ENCH MARK APPURTENANCES ARE APPROXIMATE. WHERE CONNEC71ONS TO EXISTING LINES 2013 Building Standards Codes ENGINEERING, INC., RCE 35366, 2015 VISTA DE LA VINA, TEMPLETON, CA PAVED AREAS AND TO 6" ABOVE FINISH GRADE iN UNTRAVELED LANDSCAPED 3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION. ARE TO BE MADE, AS SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE California Building Code, Vols 1 & 2 (2012 IBC) 93465, PHONE (805) 239-0664 AREAS. THE BENCH MARK FOR THIS SURVEY IS A BRASS CAP IN THE I L7 DING SERVICES B. SANITARY SEWER PIPE SHALL BE PVC OR ABS. PVC SHALL BE SDR 35 TOP OF ":URB, IN FRONT OF "6717 MORRO ROAD" HAVING AN INCLUDING ROOTS ANL? OTHER MATERIAL UNSUITABLE FOR STRUCTURAL THE EX{STING LINE AND NOTIFY THE ENGINEER OF LOCATION, ELEVATION . California Residet�tiai Code (Naw) (2012 iRC) FILL, AND SCARIFIED TO A MiNIMUM DEPTH OF 12". AND TYPE OF PIPE AND/OR FITT{NGS PRIOR TO ANY CONSTRUCTION. Cc�Ilfarnia Piumbing Code (2012 UPC) THE ENGINEER OR WORK SHALL STATE 1N WRITING THE WORK IS iN SUBSTANTi, WITH INTEGRAL SOCKET END FOR GASKETED JOINT ASSEMBLY. PIPE ELEVATION OF 872.00 PER NAVD29. CONFORMANCE WITH THE APPROVED PLANS. .` 1=01 FITTINGS AND JOINTS SHALL BE IN CONFORMANCE WITH THE APPLICABLE _ « COIlfornia Me h til H '��.� I FILL THE EXISTING SOILS SHALL BE G car cal Code (2012 UMC} �, ,,, 4. IN AREAS TO RECEIVE L. PRESSURE TESTING OF THE SYSTEM SHALL 8E DONE WHEN SERVICES AND CITY i�fi ArASCADERp , REQUIREMENTS ASTM 3034. SCARIFIED AND COMPACTED TO A MINIMUM OF NINETY PERCENT 90X OF • California Electrical Code (2011 NEC) /WMMUNiTY DEVELC]ptv'� , ( } RELATED FITTINGS ARE INSTALLED PROPERLY AND ALL METER BOXES ARE SET THE PERSON RESPONSIBLE FOR BMP INSPECTION iS , e. , SEWER CLEAN-OUTS SHALL BE CONSTRUCTED iN ACCORDANCE WITH THE MAXIMUM DENSITY: THE FILL, MATERIAL OBTAINED FROM OTHER AREAS TO PROPER !",RADE. NO PERMANENT CONNECTIONS TO EXISTING WATERLINES • California Energy Cade 0.2008 until 761(2014) PHONE (805) `� CITY OF ATASCADERO STANDARD DETAIL N4, 605 ON THE SITE MAY BE PLACED IN THIN LAYERS AND COMPACTED TOA SHALL BE MADE UNTIL ALL PRESSURE TESTING AND BACTERIA TESTING IS California Green Building Code By D. THE CONTRACTOR SHALL PROVIDE AS--BUILT INFORMATION AS TO EXACT MINIMUM OF NINETY PERCENT (907.) OF MAXIMUM DENSITY. WHERE FILLS COMPLETE. TEMPORARY CONNECTIONS MAY BE ALLOWED FOR CONSTRUC-flON California Fire Code (2012 IFC) LOCATION AND DEPTH OF ALL SEWER LATERALS AT THE POiNT WHERE THEY BASIS BEARINGS ARE PLACED ON SLOPES. A KEY SHALL BE CUT AT THE TOE OF THE SLOPE California Reference Standards Code :.•, BUILOi�t S>'ERViGES PURPOSES, HOWEVER, PROPER BACK FLOW PROTECTION DEVICES WILL BE APPROVED TERMINATE, PROVIDING THE ENGINEER WITH A BASIS FOR AS-BUILT AT LEAST TEN FEET WIDE AND INTO FiRM NATURAL SOILS. AS THE REQUIRED, tATIC DRAWINGS. FILL MATERIAL IS PLACED UP THE SLOPE, BENCHES SHALL BE CUT AT v( r :� - � / / E. S MAINS THE SITE HAVE THE BASIS OF BEARINGS FOR THIS SURVEY IS GEODETIC REGULAR INTERVALS INTO FIRM NATURAL SOILS. � � � ��" y ®8'��.,� _ ��' EWER MA S SHALL BE TESTED AFTER ROADWAYS AND E S NORTH, AS DETERMINED BY GPS MEASUREMENTS. M, THE CITY OF ATASCADERO IS TO BE NOTIFIED OF ALL WORK INVOLVINGPUBLICBEEN BROUGHT TO SUBGRADE AND AFTER COMPACTION CERTIFICATION. MRKS PERMIT tvc�• SHUTTING OFF` WATER AT ANY TIME FOR ANY REASON. LINES SHALL BE OFE3S F. ALL TRENCHES SHALL BE SAND BACKFIL.EED, 5, PRIOR TO PLACEMENT OF FILL MATERIA!.,, THE PREPARED AREA SHALL PRESSURIZED AND PROTECTED FROM BACK FLOW CONDITIONS WHICH CC}UI.Q.,.., � BE INSPECTED AND APPROVED BY A STATE INSPECTOR AND BY THE CAUSE BACTERIA AND DIRT TO ENTER LINES. ��,��4"1 ' • �` y BPO' 10102SUPERVIS{NG SOILS ENGINEER. � N. BEFORE ANY PRESSURE TESTING iS DONE FOR INSPECTION THE a •+� 6, CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL SYSTEM MUST 8£ COMPLETED PER PROJECT STANDARDS; ALL SERVICES + �,, + I I PARCEL IV�A P A T 07-0229 -` PUBLIC IMPROVEMENTS TO 1 VERTICAL (2:1) UNLESS CERTIFIED STABLE BY THE SOiLS ENGINEER, INSTALLED AND TO GRADE. ALL MAiN UNE CONTROL VALVES MUST HAVE E p AND APPROVED BY THE ENGINEER. CHAMBERS SET TO GRADE. ALL BLOW-OFF AIR--VALVES AND FIRE HYDRANI�S L t +► --�-'-'~•--w These plons and specifications, and the NO. BY DATE D E S C i� I P T 1 0 N t, 9�'j 3s/ ideas and designs incorporated herein, are ] ( �� E'`]C�'�t � ][��t ((�[�t{ I(?'i�"�l�[ tt�jf' ?. FILL MATERIAL., APPROVED BY THE SUPERVISING SOILS ENGINEER, MUST BE INSTALLED. FINAL PRESSURE TESTING' SHALL BE DUNE AT THIS „ � � i POINT. R" �►'�"' p instruments of service prepared for the � � conStrUCtiOn of work shown hereon and C} P. Roberts TITLE SHEET SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES IN COMPACTED OFCALWf ca �, THICKNESS, MOISTENED OR DRIED AS NECESSARY TO HEAL: OPTIMUM ,� shall not be used in whole or in part for Timothy Ro O. CLEARANCE AT EXISTING PIPES OR STRUCTURES OVER 8 O.D. SHALL DI on other project without written authority MOISTURE CONTENT. AND COMPACTED BY A _APPROVED METHOD, BE NOT LESS THAN 12 UNLESS OTHERWISE SPECIFIED. A SAND BEDDING � t � � � � Civil Engineer - RCE 35366 CITY OF ATASCADERO, CA N SHALL BE PLACED BETWEEN THE TOP OF THE WATERLINE AND THE. BOTTOM OF ; 3a,..r of Roberts Engineering, Inc. J 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90X OF THE EXISTING PIPE OR STRUCTURE UNLESS OTHERWISE SHOWN ON PLANS. Ex . 9 3Q 1 2015 Vista de la Vina MAXIMUM DENSITY AS DETERMIN';D BY A.S.T.M. D--1557---78 (MODIFIED f f �r Copyright c 2014 Timothy P. Roberts, SHEET: Templeton, A 93465 TO 3 LAYERS) AND SO CERTIFIED BY TESTS AND REPORTS BY THE P, ALL TRENCHES SHALL BE SAND BACKFILLED UNLESS OTHERWNtSE APPROVED Roberts Engineering, Inc. Ali rights �.s P ,;Y;,'. 1 reserved. Copies of this drowin shall ACCEPTED BY: ��•. 3 �; ,� , ,- 811 c• P g Pham ($p5) 29-aFi64 '�` SUPERVISING SOILS ENGINEER. SOILS TEST SHALL BE CONDUCTED AT BY THE ENGINEER, CIVt� ,� have this notice. " '' f" ' 12--1$--2014 M N NOT LESS THAN ONE TEST FOR EACH 18--INCHES OF FILL AND FOR EACH T� a� Fax (805) 238-61463 TIMC SITY P. ROBERTS, R.C.E. 3536 EXP. �'- 3{3�'I DATE TREET IMPROVEMENT PLANS FOR PARCEL MAP AT07 0 29 CC) 500 CUBIC YARDS OF FILL, A�1_ �-.-- Email t'obertset &),charter.net Dovid Athey, PE, Lic 59384, Exp 12/31/15 DATE DRAWN BY: DESIGNED ;BY: CHECKED BY: SCALE: JOB NUMBER SHEET NO; Interim City Engineer iM TR TR NOTE? 14-010 1 OF 6 RECORD RIGHT OF WAY "NOW \ VARIES SEE PLAN CONSTRUCTION NOTES. Lu 'ATA TABLECURD CURVE DELTP RADIUS LENGTH UJ z1 STREET SECTION PER DETAIL ON THIS SHEET AND SHEET No. C3.0. C1 19'35'05" 430}.40 146.98 30` VARIES C2 5'29'35 410.00 39EXISTING SANITARY SEWER .31 _ (FIELD VERIFY LOCATION) 2 INSTALL 6 CURES & GUTTER' PER CITY OF ATAS. STD. No. 418. C3 17'50 44 400.00 124.58 fCEOVU�E 20' 6' 4' 0 STA. 13+77.3+-11.2t LT C5 Icy (TYPE A) C4 11 35 44 420.00 85.00 EXISTING SSCO 3 INSTALL 4' SIDEWALK PER CITY OF ATAS. STD. No. 419. C5 72.39'44" 50.006341 TYP 8 3' G6 29 49 q9 35.00 18.22 EXISTiN+G STORM DRAIN �+MIN (FIELD VERIFY LOCATION)2l 2% 4 INSTALL RESIDENTIAL DRIVEWAY PER CITY OF ATAS. STD. No. 42�i. C7 18:43'54 55.©D 17'.98 RECORD +� 1 4.44 Tca f _ . ..,. C8 14 d�U3 O{).Q0 Z ...- � .... S . ... _ .,....,. w OCj qr. r � aT�-�� i , C9 . i,r 120.00 29.32 �,. ," `' ;° '� ,. � .,• = 5 SAWCUT 2 MIN. FROM EX STING DOGE OF PAVEMENT TO PROVIDE 14!00".',� --� 1 � � � � .`� -_. 75.64 TC '' ' a + d Y VERTICAL SURFACE'S AND SQUARE CORNERS. CUT EDGES WILL BE - _ � t Lc�s\ STRAIGHT AND NEAT IN APPEARANCE. ...� Ar _ .63 EP) .._ - _.. pM -'� ., 44 EXISTING WATERLINE rn M _J PER (CITY OF 6 CONNECT TO EXISTING WATERLINE, .�-�.- O - *O `�,.,,, ATA STD. X419 (EXACT HORIZONTAL AND VERl1CAL ^`"" =�. bH -- r4 '' � {FIELD VERIFY LOCATI ) , STA. 15+69.4f--f0+ L1<"10>' / t- .� ' . ' CONNECT TO EX. SDMH EXIST. A.C. ! ( 6 CURB & 18 LOCATION TO BE VERIFIED IN FIELD). - � _ -� � PAVEMENT GUTTER PER CITY ; �`�" C "" --- -- ~- 5 U �' OF ATAS STD. X418 INSTALL 1 WATER SERVICE CONNECTION AND WATER METERS PER -W �3.' - A.M.W.C. STC35. No. 103 AND No. 104, NOTE: . 3" .¢ -�. ' t4'" -. 874.97 FL. _ 2.5 MIN A.C. PAVE : W OVER �� MIN TRACT 2959 PUBLIC IMPROVEMENT' TO BE I 6 CONNECT TO EXISTING SANITARY SEWED, (EXACT HORIZONTAL AND CLASS .w. ^^- ...- CLASS II AGG. BASE VERTICAL LOCATION TO BE VERIFIED IN FIELD). CONSTRUCTED CONCURRENTLY. SEE TRACT f C(��,� 2959 STREET IMPROVEMENT PLANS FOR '►+.. , � z `'"r'+.* "' ".. (O ` ,..,. .,. "' ... ...+. -" . 9 INSTALL 4" P.V.C. SANITARY SEWER LATERAL PER CITY OF ATAS. STD. CONTINUATION OF FRONTAGE * EXACT STRUCTURAL PAVING SECTION SHALL BE DETERMINED QY R .'t. -_ s875 �. - - ...,` No. 603 �c No. 702. IMPROVEMENTS. g �5+ - ( . ) 1 -- STk 15+82.90 ATAsCAD RO_AA,YENt1E" VALUE OF SOIL AT SUDGRADE AS RECOMMENDED BY SOILS ENGINEER, T.I.=5.5 � v � "'�"`� t w ;. ': � �u�btiFYM Q4 `�`� � " . - ,: .h 58:H AN ANDRES AVENU 1 C! CONNECT TO, EXISTING STORM GRAIN, � �,, �� ;�t�� .�� ,-�--�.,.., � ..r A' (EXACT' HORIZONTAL AND � �. .�� / VERTICAL LOCATION TO BE VERIFIED IN FIELD). �- U �E � `' � r • ;` '05'28" WATA . ADERO A VENUE SECT10"%N,.,,,,,,,(L0C1AL s � , � }/Jr •r. , 5,,.. t - .. ... Vii:' .' t '�"F, ;'4 ..' t .. ,. k N.T.S. 11 INSTALL 16" H.D.P.E. STORM DRAIN PER MANUFACTURERS SPECS, �` r" co ( +` Tye r r r f�4 f MI r. 4 1yI rrJ 11IP J/(ff 12 INSTALL STORM DRAIN CURB INLET PER CITY OF ATAS. STD. No. 502. CS Ov 13 INSTALL TEMPORARY CATCH BASIN FUTURE CURB INLET) PER h� ' ' ?.-� ,.a.r ri "v "`- _ -W _ ' ' s �' I i'.ip` " .,; 7 �V MID-STATE CONCRETE PRODUCTS, C4.0. --... r ..• •.. _ ,�� ;Y � r SEE DETAIL ON SHEET Na. •' �,.,,. --' �+ t7S.J2 F FXISTN 14 INSTALL STREET NAME SIGN PER CITY OF ATAS. STD. No. 427. +t4'# + '-+.. ,w.'"`"'^.. "mow ''ti... 2w '_.. n :r••.4>�' L' -""";•�' a } £.,, s .....,......,..` VL 15 INSTALL STOP SIGN AND STREET,NAME SIGNS PER CITY OF ATAS., STD. '\ LOT �».�, - �.._.� :Y '`�``�;� Na, 427. E� ' BLOCK Y- 16 INSTALL 12 WHITE TRAFFIC PAINT PAVEMENT MARKING. ` ""'~' "" ` ► 17 v EX. STRE T SIGN INSTALL SIDEWALK RAMP PER CALTRANS STANDARD A88A, CASE A. ,. EXIST WATER MAIN _ '73.5- 17 ;TO BE ABANDQVED ,�' TO BER LOCA 1$ EXISTING STORM DRAIN TO BE ABANDONED. BACKFILL WITH 1-SACK "•,,M LOT 1 ```" IN ACCORDANCE TN ' AMWC REQUIREMENT CEMENT SLURRY AND CAP EACH END. X87 7 19 CUT-IN do INSTALL 6" TEE & VALVE W THRUST BLOCK PER 3 / � 1 s REQUIREMENTS OF AMWC, SEE AMWC STD No. 116 0 20 ,INN .r 20 INSTALL DETECTABLE WARNING SURFACE 3' MIN. DEPTH PER CAL1rRAN5 STANDARD DETAIL A$8A 1 INCH =20 FEET SAN ANDRES AVENUE ATASCADERO AVE'NUE PLAN : SEE SHEET No. C2.1 13+50 14+0.0 14+50 15+00 15+ O 16+00 (/'�� /�'"�j�/"'�J 880 880 14+00.00 9✓♦ MJ�.✓ L R R ..__ . � ". - G2. 4 . . . .. ...... ....., X95 8 ' .. ..... . . . w_ M.. .. 96 QQ 8 w.... . �..... 89+6 -• - 8? ,...�.. .-. 9 31.'. .$§100+,., 892 , ,r, 892 892 �.. 892 . __ .__� __. . w.. _. , S A 10 3--b• w 1 C .,.., .,...... ,. ..,..� ,� :� .... . 886 ...�.. ,�,. � ...�.._ � � V ;a E 888 - • - _._..._.._.... _ . .._ �.. 888 3 a ca CL 5,o _w._ , . tia . �... n,_ T ._.... .... _.. 8.88 884 s 8'7"8 �_ . � 7 ELEV 8?�fi 878 884 ; ._. 884 . E i •ua u 88® .. __.. .. .... 884 ca r, ,�� ,b. [_1___-_ N f er+a cn AT ICE 880 I _.__ a _, ... . ...., 88tI .,6rr .�. k oo .. .. 1. 876 -t .-�2r�{3 8715 + E- �876 877rte,, _ � "[w!%* n � ..�,.t q.cV tw.. s 872 r... . ,__....w. . r.,, 872 _ w,w,,.u. ... 1 FINISH.G APE, , .� w.. __.. .__ ...... .._...� 872 � 872 v~i � � `+' � � � w�Mmm.m. .M . .ww. �>.. , , .. _ .w ..-: .,. .. r ... SFiB _ r tri LO o- tu'- r $68 Sft$ 868 s CO ....._ 876 _ 864 �t .w..� 884 .`""."""""" M 884 8? ._ 00 _.... n .. .... . .... ... ...,. 88[ 180 860 .1 ° 8601 ----- __. ..� , ... . .... .W 856 } _.4..... 856 ass - 85s ?, - 875 :. wi_ -- 0 O 20 40 852 --20 wQ20. 40 E352 874 . ... I 1 8?4i 15+20.72 py�*,�jp��yj 1 E CL R/W CL R... 8,73 _ 873 8 6 . ....,: ... �'..�.- M _.� . ...w w� 89 3 896 .. ..... S96 4' f� t 892 .., w_w. 4 892 892 . . 892 -I ^� V?L . . . 8?2 888 # 88 888 888 A AI N 1 , 884 r _ t 884 884 «„ ,. 884 4'V t W _ 880 8so 0 8?1 w _ .. 871 ..... 880 4- 87fi __., 87+6 876 .�. _� __. � � � X76 � I � � . ... _ ............ ... ........._. 872 $72 872 I .,,._._._� ? ?0 868 .r___., _._...,......r.. ..,.... __. , ....._ �_ 868 868 �w ,n. ,.. 868 i -. 864 - 864 864 - 864 860 µ � 860 880 �. 860 869 - _ 869 �- 85s 856 856 { 858 �; .. .M 852 852 852 I, i 852 Q coW0 -24 0 20 40 -20 0 20 40 868 .__....... ... ;E_ �-- .' I 868 867 __ } 887 866 866 ATASCADEK" O AVENUEi I wir.�ra,. SECTI ON S __W 0: SCALE: 1'=20' 865 885 I I 864 884 thl map- W PF iICA] .rr.. - 83 i i t 862 8 65 2 AS A U R 0--A, ; E`Nru _ . PARCEL MAP AT 07-0229 - PUBLIC IMPROVEMENTS These plans and specifications, and the 0. BY DATE D E S C R I P T 1 4 N YOESSIp,�� ideas and designs incorporated herein, are ,. ! Roberts ��[��QF(`)��(�{�run�or instruments of service prepared for the __. � � ;� fir. P' construction of work shown hereon and STREET REET IMi�'"ROVEMENT PLAN i ATA CAVERO AVE t 35366 'A shall not be used in whole or in part for Timothy P. Roberts +f cony other project without written authority g EXP. r 3�..r:f, of Roberts Engineering, Inc. Civil Engineer - RCE35366CITY OF ATA CADERO, CA 2015 Vista de la Fina r- 11/IL T . . Exp. 9/30/15 * Copyright c 2014 Timothy P. Roberts, SHEET: Roberts Engineering, Inc. All rights Templeton, CA 93465 t�r \1 reserved_ Copies of this drawing shall ACCEPTED 8Y: � . Phone (805) 239-0664 *%WNW x''12-18-20114 C.nC1Vlt� ,� have this notice. Fax 80 238 6148 V <v GF 1 �}� ... TIM HY P. ROBERTS, R.C.E. 35366 EXP. -1S DATE co CAS Email robertseng@)charter.net DRAWN BY: pE51GNE4 BY: CHECKED BY: `SCALE:,;.� JOB NUMBER SHEET NO: `o David Athey, PE, Lic 59384, Exp 12/31/15 DATE "� Interim City Engineer JM r TR NOTED"'f' 14---010 2 OF 6 ----------- ATASCADERO U SEE SHEET o. C2.0 CURVE DATA TABLE j ' '..'"• ` .: VARIES SEE PLANCONSTRUCTIONNOTES. _ _ I • _. .� CUA «' DELTA RADIUS LENGTH �� a I� M --- � C � �� 430.40 146.9$ -� 30 , STREET SECTION EVER DETAIL ON THIS SHEET ANIS SHEET Na. C3.0. 1 OS • r ' -' (25'29'35" 410.00 3`9.31 40 6 ' 2 INSTALL 6" CURB do GUTTER PER CITY OF ATAS. STD. No. 418. C3 17'50'44" 400 Od 124.58EXISTING � ` 8 . 4 TC 4 (TYPE A) C4 11"35'44" 35f44n 420.00 8.),p0 C5 72"39'44" 5_0.00 6:3.41 . x = 0 T 2LOT 2 3 INSTALL 4 SIDEWALK.,�:,ER CITY OF ATAS, STD, Na. 419. C6 29'49'()g- 35.00 1 X3.22 EXIST. TREE `�2% C7 1r3 43 54 55.00 1 a.98 E REL CTe2 4 INSTALL RESIDENTIAL DRIVEWAY PER' CITY OF ATAS. STD. No. 423. y TOB VAR. C8 " 100.00 24.44 LOCf�. Y-v/A' 14 00 03 INSTALL i' VERS !N EE ��' .• : � \ \ r SAWCUT 2' MIN. FROM EXISTING EDGE OF PAVEMENT TO PROVIDE C9 14'40'03" 12a.a0 2 .32 ( ,,,.�'�� OOT ZONE PER DETA THIS SH T ;. " l t� �5, ' •. .. f ).0 4 SIDEWALK : } ; VERTICAL SURFACES AND SQU ARE CORNERS. CUT (EDGES WILL BE XISTIN AIL BOXES S 3+6f�.Ot-13.5 t LT 10 PER CITY OF w STRAIGHT AND NEAT IN APPEARANCE. b s 5 '� EXI T. VH ATAS STD. 419 -: t z ® Q RELOCA TO PARKWAY ST 12+98 -2d. 5 1 \ (FIE iFY LOCATIc)N -� ao PER US T OFFICE \ ` \t ) 8 CURB & 18 CONNECT TO EXISTING WATERLINE, (EXACT HORIZONTAL AND VERTICAL MUTTER PER CITY EXIST. A.C. t EQUIREME CC LOCATION TO BE VERIFIED IN FIELD). -� . EXIST, TREE I�MAI� \ 0 ATAS STD, #418 PAVEMENT \� M PROTE T N PL E ' 7 INSTALL 1 WATER SERVICE CONNEC11ON AND WATER METERS PER r ^� cn -+ `� I, nM� , ;,f . 2.5 MIN A.C. PAVE 1 d3 AND No. 1 a4. A.M.W.0 STDS, No �c7 y STA. 12 74,(72 T � x �5.r ' TA I "A OVER 5'" MIN QBC \ '* STA. Thi+ �. 0 ATI"NSADERO AVENUE EXACT HORIZONTAL AND TO Xi _ Ot CLASS II ACG. BASE CONNECT TO EXISTING SANITARY SEWER, { �'j �� J _ �' `4 -"� VERTICAL LOCATION TO BE VERIFIED iN FIELD). EXACT STRUCTURAL WAVING 'SECTION SHALL BE DETERMINED BY R 9 INSTALL 4 P.V.G. 'SANITARY SEWER LATERAL PER CITY OF ATAS. STD, ~- � �y � `'+a��a � i� �- � RECOMMENDED BY ENGINEER T,1.=5.5 o• fad & No. 7`02^ 1 m .-; � "'i �` �' � � r r' 75�?� TC VALUE OF SOIL AT SUBGRADE AS P" N 3 v � � � + � �.. � 876.32 ..,..--' ,,: .,. -• "� {EXACT HORIZONTAL AND �' • , � � . . S \ \ 1fl CONNECT TO EXISTING STORM DRAIN, � .,� + "1 � � ✓ A ., ANDRE STREETSECTION ,__(COLLECTOR , VERTICAL LOCATION TO BE VERIFIED IN FIELD). • W �.�•...,. ?. STA, 1 +58. t-- 9.2 RT N.T.S. a `� tn,c_� ° 11 INSTALL 1$ H.D.P.E. STORM DRAIN PER MANUFACTURERS SPECS, WMAM 18 12 INSTALL STORM BRAIN CURB INLET PER CiTY OF ATAS. STD. No, 502, .` - _ S ,t -�' \\ NCI!T : _ : - X f �\ TRACT 29;�9 PUSLIC 1MPRC�VEMENTS Tt'� BE - . �`• , , •;, -• ' �2� �. 13 INSTALL TEMPORARY CATCH BASIN (FUTURE CURB INLET) PER _ �� X MID--STATE CONCRETE PRODUCTS, SEE DETAIL ON SHEET No. C4.0. CONSTRUCTED CONCURRENTLY. SEE TRACT 2959--- STREET iMPROVEMENT PLANS FOR CONTINUATION '- . , ��+ �:.:r,..•. .�g,�6 � N � \} 1 � \ \ AIR VOL BLOCK 14 INSTALL STREET NAME SIGN PER CITY OF ATAS. STD. No. 427. OF 1'RC NTAGE IMPROVEMENTS, - -_.-�G�-,�' ". - :11M �,__ G 5 0+ �`'t 8 -- G G_ + G C G \ `` PERMFARLE ROMAN 8 cr ,,,� ~ 4R EQUAL, ASTM! 0936 15 INSTALL STOP SIGN AND STREET NAME SiGNS PER CIT`( OF ATAS. STD. � E- � 12+da �"" � �, 875.61 FL 0, � EXISTING SANITARY SEWER , W \ '� --- ! 5--7/16 x9- 114"'x3---t/`8" No. 427. �•-.,., J -' � ,/ -•" (FIELD VERIFY�,L,QC�T�C?!�)-^�` 16 INSTALL 12" WHITE TRAFFIC PAiNT PAVEMENT MARKING, - - to I 0 6 C9 `g �- W W TERLINE - ASTM N�, � s� OR W_ m ...�._�� W�.�. �---- w 9 AGGREGATE T© FILL JOINT 17 INSTALL SIDEWALK RAMP PER CALTRANS STANDARD AI38A, CASE A. - W �-� M__44 7 * � ..� ;. 18 EXISTING STORM DRAIN TO BE ABANDONED. BACKFILL 1MTH 1--SACK w LA vi ° ►� WV �.•,• z x 2 ASTM NO. B STONE BENDING CEMENT SLt1RRY AND CAP EACH END. � ± + uE 6 ^... r,.... K.: .:Y;. :,%tiv`.`.' {.•, ---- 12" ASTM 'O. 57 AGGREG�.-FE EASE ,A .\.!:' :t.•VyJ•'l.Yy'j"'\,q•d'`\, 1g CUT--IN do INSTALL 6 TEE & VALVE W/ THRUST BLOCK PER \ REQUIREMENTS OF AMWC, SEE AMWC STD No. 116 cn EXiS111tiG FIRE HYDRANT -�t;4. .._.. r\/,r' SUIT_ SUB-BASE ,...w . .r .rr. ,...-•' \/r r1\f rY r fl\f\\r\ !\\r• nw.► ,wv . M+1 .rr Orr• .rw. rr,wr .w.w° wiMw OF WAY 0 P ENo`k M E A B L E PAVER DETAIL. DIAUO"' ONAL CURB R, /� MP NOTE.'".", y� a 20 � ANDRESAVENUEe... PLAN 1 . Ramps shall have a running slope not steeper than 1 :12. (1 1 B-406.2.1 ) 2. Where provided, curb romp flares shall not be steeper than 1 :10. (11 B-406.2.2) 1 INCH = 20 FEET 3. The clear width of curb...ramp runs shall be 48 inches minimum. (1 1 B-406.5.2) 12+00-00 4, Landings shall be provided at the taps of curb ramps. The landing clear length R CL-.._..........__..,M. ... shall be 48 inches minimum. The landing clear width shall be at least as wide at 11 +50 12+00 12+50 13+Coca 13+50 slope of the landing in all - the curb ramp, excluding any flared sides The s csp �ng 896 � 896 � _ directions shall be 1:48 maximum, (1 1 B-406.5,3) 892 �- �_ .... 892 - - 5. The crass slope of curb romps shall be 1 :48 maximum. 11 B-406,5^7 888 p 6. Counter slopes of adjoining gutters and road surfaces immediately adjacent to 884 .. ..... , _ ._......_ 884 a 'AT N ZINE i ca and within 24 inches of the curb ramp shall not be steeper than 1 :20. The 88C� 880 8-- 4' 138011.1 ;� i.�,•^•,_. , ..FINISH,_ GRAD, Z�tw. 876 ' 876 adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall � - _. �.,. 0 � � � _.......... £.... r ry� be at the same level. 1 1 B-406.5.8 _. r, 1 _ 879 iiia� .... �- ' .,,,., E 872 8 7 9 ' 872 ._. _.....w........ ....... . .. . _� �E HEST C2.a - ._..... -._ ._ r .. 7. The bottom of diagonal curb ramps shall have a clear space 48 inches minimum + g , C6 B 868 8+68 . .. ss4 ' ss4 outside active traffic lanes of the roadway. Diagonal curb ramps provided at �� `c.> � "� ; "' " � -� + E- + t- ,. w marked crossing shall provide the 48 inches minimum clears ace within the �- � �` `� _ 860 ' __� 86th g p p _ 856 : 85s markings. (1 1 B-406.5.9) OD coz --- - 7 7 8. Dia ono) car darner type curb ramps with returned curbs or other well-defined �' �' `" "° ��- 44 _: "' + - USW -40 -2c 2 yp 877 - .- .�. edges shall have the edges parallel Ica the direction of pedestrian flaw. L g � � w.. ..w � ; � � :^� rte.' cv { Diagonal curb ramps with flared sides shall have �� segment of curb 24 inches 8�►6 87 ^P V 7 long minimum located on each side of the curb ram and within the marked 4 12+50-00 _. w..R .. CL..._�._.-.__. crossing. (1 T B--406.5.10) -- _- w. 9. Curb ramps shall have'a grooved border 12 inches wid Ong top f the 875 75 ...n.,. ., .. ...;:... ,. e along the t a �. r 896892 4,........,. �,.. . -,_.. - 7> .. w 1892 curb ramp at the level surface of the trap landing and at the outside edges of - the flared sides. The grooved border shall consist of a series of rooves 1 inch --� 87 .--- f 874 . .... � � w. 888 e"r N..� . -, 888 d _" € RI. Y I 84 s84 wide by '14 inch deep, at 3/4 inch on center. (1 1 B-406.5.1 1 ) M _. -� w , ssa � ..- ' -___% 10.10. Curb ramps shall have detectable warnings complying with Section 11 B-705 � ` -�- -.� �" -- s7s �. _. ,. 873 1 1. Detectable warnings at curb ramps shall extend 36 inches In the direction of 873 ._ _ _. 876 . . ...........................M. ..... w.... .. K... 72 - - .....,.._.. __._- �_._ , _ ..r Detectable warnings shall extend the full width of the ramp run excluding 872 travel D 1 iV_ w. q. ,•M W.T_._ 868 an flared sides. Detectable warnings shall be located so the edge nearest the 872 sus y 872 1 1 ,� s , 864 w 864 curb is 6 inches minimum and 8 inches maximum from the line at the face of the -� v 860 .. 860 curb marking the transition between the curb and the gutter, street or highway. + ? -� ^.� Tt B ARAN OND 871 8 1 856 85fi (11 B-705.1 ,2.2 CBC) I I M --40 �-2Q o 20 12. Sheet -2.0 of Tract 2959 indicates an island at crossing. raised islands in �- `- I U I 11 crossings shall be cut through level with the street car have curb ramps at botl g�{� 4 � �,� 870 • sides. ,he clear width of the accessible route at islands shall be 60 inches wir �� T c 3... . 12+98.73 minimurn. Islands shall have detectable warnings complying with Section I r - � �� 889 R !°... CL .. 1 1 B-705. (1 1 B-406.6 CBC) - 869 s9s __ $a+I� 13, Detectable warnings at pedestrian islands or cut through medians, shall be ; :; �-- .-. .. SA ITA Y I I 892 � - I....... d .. _.� 892 inches minimum in depth extending the full width of the pedestrian path or 8 M- o - 88 888 r� .�. �. 888 - _,Cocut-thorough placed at the edges of the pedestrian island or cut-through �` $84 ....... .. ...�., . .••c�, � :�,..-.,.-.w.�? ....-. . 884 ._.. � _ TIS" .I ^- ^ median and shall be separated by 24 inches minimum of walking surface I 87 884 r, N-_i. ,_ ......, , .. € 880 867 ... without detectable warnings. (1 1 B-705.1 .2.3 CBS,) 876 •a :Lam• 876 I .. .. - .• . . ,.. -� 14. detectable warnings shall consist of a surface of truncated dames sand shall III II I 872 .... _. .. .. .... . w . 872 ---.� 8l sus _vM w -- ss8 comply with section i IB-705 for donne size, dame spacing, contract, resiliency, 866 i I 11 .. 8 4 ; ss4 and color. Please nate all requirements on plan details. (1 1 B-705 CBC) s�o I--�-- sso 15. Sidewalk cross slopes shall not be steeper than 1:48. (1 18-403,3B ) 8 f 865 85fi __.._ .�. M._ . 16. The clear width for sidewalks shall be 48 inches minimum. (1 18-403.5.2 EXC.3 ,` e5s � � STA 852 ' 852 _ ....-,N AN U E 0; - L, 4^ 40 -20 0 20 864 Y r `17Z-;?4,-t � R E V _ I f 0 N PARCEL MAP AT C'/'--0229 -- PUBLIC IMPROVEMENTS These plans and specifications, and the a BY DATE ;" D E S C R I P T 1 0 N , �R( 1(}( ideas and designs incorporated herein, oreJIM ' !°& - ,'° } �. `!`� RobertsEnlg runit�','(elr[Lin g N P' ► instruments of service prepared for the -!1+..-PAW'F.- ' •^ SAN —- AN RE �; AVENUE " SECTI ON S � ; Timothy P. Roberts . '. , construction of work shown hereon and f '��,�p l Jr PQ�t" STREET IMPROVEMENT PLAN -- SAN ANDRE AVE � �;� '�� anailnot otherbe used in whole ter an part for �� '� ��?�• .�f�t• "� r - RCE 3536�i SCALE: 1'=20' - 3536 .� � � �3�.,"c I;�� of any other Incwritten authority _ '_ ._ _..__..-_.. (:1511 Engineer �,r p� ° xp. `� 9� CITY L.lF' ATACADEF�C�, �A rr 201 S Vista de la Vine W Exp. 9/30/15 Copyright c 2014 Timothy P. Roberts, SHEET: + CNIL !• Roberts Engineering Inc. All rights Templeton, CA 934�►5 .� ACCEPTED 8Y: \ Y. . � reserved. Copies of this drawing shall Phone (805) 239-t7�i64 �y 2.1 �CNt �� CMI. \� . .,�.�.. "- � - - ,� have this notice. Fax (BCl. ) 2313- 1148 TIME,T HY Pte. ROBERTS, R.C.E. 35366 EXP 9 30. 15 DATE Air � laic xobertsen&char'trennet C?F2AWN BY: JESMGNED BY CHECKED BY: ,. SCALE: JOB NUMBER SHEET NO: cv Doti irry tC t Engineera9'184, Exp 12/31/15 DATE J11VI TR TR NOTED 14-0710 3 OF 6 VARIES SEF PLAN - 30 7j CORE AND BOO EXIST DI, z. 4' 6' 20' tNV ELEV. 872.00 a .. t .' w INSTALL NEW CONC tr C:tJ RB AND GU TTER 27. 81' OF 12" Ht'PE ��. VAR,. 4' SIDEWALK sTORM SEWER: �' 1, •,.. � � t = d PFR CITY`01= _} _.i �,iil: '' { fir 0.0174- F"T/FT J - �.� 1: ATAS STD. #4119 '"' 6" CURB & 18" 1! ,► �t '�'�� ("UTTER PER CITY-/ ;� ��EXIST, A,C,• 27 OAK TO REMAIN � �' 0 ATAS STD. #418 I PA,VFME"PJT (TRUNK & BASE AS SHOWN) �,� / 2.5 STA. 12+53.5 MIN A.G. PAVE �. OAR Fa' MIN INSTALL NEW CITY i'LASS 11 AGG, BASE S711 502 DivA,1d INLET .,. FL ELEV. 87 '5.72 r EXACT STRUCTURAL PAVING SECTION SHALL BE DETERMINED BY R �`� � v r �� v � F•c 83 6.09 Fw,, c:rc-}ra ORM NEW VALUE" OF SOIL AT SUBGRADEr: AS RFCOPvtMErfDED BY `30RLv FPJGIIUEFR T.I.=5.5 -� � ~EXIST SAWCUT LINE �` � i��TM°'REE �.�"� � t LIkE3 & GUTTER /' TC AC P'VMT AND SAN' AND" RES.- 1, _ TI I* ( Cof.OLLECTO : • ' �.--�'- i4.IF+aI�aMla®wiwaA♦.M1l119ipawa.y.ma,w,wa.��ipMaw,qi,.a-...,.•.wryp��-wy�..yYlwiww+nr.w-Y.®„a•wiwiwow•�oaaavwiw.w.wwi0iiwaww,w.Mwwil.YaaiiwiiiP+w+wlaMaA:••wiYwaiYaiYYwrO.+,Wrb.MYro•M�MIIiMiaaiaw.o.wArn N..W AC DIKE. AT ,s' tGt `SURFACE FIEF' CITY 'STD. 418 $26 � + CONFORM TO EXIST CURD & C�UTTI=F2 20.5' FROM CL TO .. ,. STA M 1 L T T�7.4G. rrf � FACE CON'STRUCTION �"''� OF" AC DIKE I 'l„r�TE ° CURV'E PLATA TABU �..,,. .w,w,�.�....r~.�..«M.., ,.�._._...�...».�,.,�.w..M,... . CURVE DELTA RADIUS LFN_G_HT REMOVE EXIST � CONFORM NEW NEW A 1 STRE 7T SECTION PEP DETAIL ON THIS SHEET AND SHFE�T No, C3.0. C1 14*00'C)3" 12_0_.00 .w 29.32 CURD & GUTTER � SAWCUT LINE; I:r C:L'F,E� do GUTTER TO A,C'. PV'MT AND J .. C2 S•7°57':?� �50).00 46,05 ArtID NS1 L7tKE INSTALL 6" CURB & GUTTER PER CITY OF ATAS, STD. No. 418 _C3 11`051,11" 1`>91,60 30_7.96 NEW CURB ANI.? I C4 >+)44 1,x7'3.60 256.67 3 � INSTALL 4' SIDEWALK PER CITY OF ATAS. STD, No. 419. `. '*. *2 CONSTRUCT C5 E+�!�9 8 _2.C)3.70 268.98 PAVE 'SECTION 4 INSTALL RE=SIDENTIAL DRIVEWAY PER CITY OF ATAS. STD. No, 423. C6 4'02'28" 2185.70 154.1ei -------- `'�' 40 C7 134*10'07" _ 30.00 i'0.25 / SAWCUT 2' MIN. FROM EXISTING EDGE. OF PAVEMENT TO PROVIDE C8 24'08'49" 40.00 16•.L9C,_ I VERTI"AL SURFACES AND SQUARE: CORNERS. r::l.►T EDC=FS M�'-_I~ BE _C:9 24"08,'49" 40.007 1f�,E3€►_ .STRAIGHT AND NE AT IN APPEARANCE:. -C.14 r#2''07" _417',00 46,23 Fx CONNECT TO EXISTING WATERLINE, (EXACT HORIZONTAL AND VE"R11CAL C;11 �6-'?'�?�" �`�O Ott _ 1E3.'�� ,� C12 '.�°¢�g'15" 40.00 _...15,34 �, _ _ ......._.... ��A N ANDRES AVENUE LOCATION TO BE; VERIFIED IN FIELD). �, �} _. w _. -_ _.. �._._ ------- Cl --._. _ �' C,13 "11'1( ' 41{).CIO 2 ,8cl �' I� � -° _ � � � ,_... :_ t I - t I � C 14 z '()� ' 430,00 146 98 _..._s,�_... _.. a•,r,. �. E '. _,._ ...i-- �. .! INSTALL 1 WATER SERVICE CONNECTION AND WATER METERS PFR 1� �5 ..� A M W C. STDS. No. 03 AND No. 104 c i t . 50 q,- CONNECT TO EXISTING SANITARY SEWER, (EXACT HORIZONTAL ANO a ,... ......,j......,., ,.:....,.}w,.. {._...--_�.._._.....,p.___.... _ ... ....}.. y. }........a„ ' _t•.. .I VERTICAL LOCATION TO BE. VERIFIED IN FIELD) , I roam, � � I ' i ...�...--,. � S t 'T' "T'- i ...r., ..,ter... ..T.. ._�..-- ....-�,... -.R.._ -...�,. R_. ..,;..--- 'T• �.. ._Y.,.--,.....f 8��3 ,.. ., .f..__._.. . _..--, --.!' -.-+ .- .....-----....._._._I _.. ._�._._., ..`... _..�.�_ • ...1_ i ...gym 1 ..�.._. , , R I 9 INSTALS. 4" P.V.C. SANITARY SFWFR LATERAL. PER CITY OF ATAS, STD, ! 1„ � � R FP ` � �1� F 1`)" HOPE I GRAS) .SI E~WA'LK Nc . C)3 AND 7C�2. _ ._._...,..__ ._....._. _.._.r. .. �. �_.._.__;,_.. s oom iEVCR, S= r I I i � FT//FT I , x}.0174 � ... _ r o CONNECT TO EXISTING STORM DRAIN, (EXACT IHMZONTAL AND 77 __.._�_._..__........_� .�.„�,.._.....,Y.. . .. � I. ..._..,.. ...,�....... �._ _ I979 VERTICAL LC1tlA'IIC3N TO BE VEFtIFIFE) IN FIE=LD` T._„ 4°i ` . __ . .., 1 4, ''_ i ; # • �»A� I `� k._. � �. ...._�__... 3_.. .� _.�.. ...i._ } ; .-. -._ I -,.,...�_,__ •' ._.I.- r_ L7, ��N,. YGr �_�,.r...,..... i i 1 { ,► 1 i I i 7 I + -- ' - - -- f�tirt�A l ANt�;._...._ _... _i 11 INSTALL 1+5. H.L.P_E. STORM BRAIN PER MANUFACTURERS SPECS. r .__. i...,,... �. F-__-._.. _}.__._t-•--.__,_..._.._. ,__.._.. __._..�_._ S'E'A. fit+9i2:801_ I I w f �.. } I RTO OF CURB ; r I 12+92:801- DIKE .. BASF OF TREE'; NE"W':CoNC � t ' : t.a� ' 12 INSTALL STORM DRAIN CURB INLET PER CITY OF ,ATAS. STD. No. 502. '.--- ....._{_._..,... ,...._..,....... . .._ ....�_._..__..�........_._.._.+ w i _.._ ;...._,_. VV 1 F ELkVt76.(1!:► JRI AND .__-.- _.. _.... I ._._. .. ; R GUTER FLC I I GU T IE R { fJ I I �.....,._..-�.-.._...�...__._ ......_.�.-.,......-'9•LINt' .... ..,,.-•i,. ......_+_._» ..._.. ♦ i ,. ? .. i ....._`... .. r. E ...�.,...., .,.........«. i .»-..., } 4 _ 1' 0,3 INSTALL TEMPORARY CATCH BASIN (FUTURE CURB INLET) PER 875 _t - - - _ .._ -�.. �.... ...I.,_��._ i t �., r P t `� S I j � I ! � � S ' ( '`. } .,t.,. ' MID--STATE CONCRETE RODUC•TS SEE DETAIL �N SHEET No. C4.0 � r ...._ .. _._.,,. _,._ _ _ - _-. _ _ �,a.a..i4 i � I -_ f•�..i� r .j. � I.,.,. ..t_.. ,�._ .. �-- - ._-1___..Y,:_.-_.� I � -�,�. t � _ _.�..,�... i 1 14 INSTALL STRFE;T NAME SIGN PER CITY' OF ATAS, STEL, No, 42'7. -�� R ' i f. # I ; 7 t y , I t t i I I . 1 I R o C; INSTALL STOP SIGN AND STREET NAME SIGNS PER CITY OF ATAS. STD. No 427, } I. ` . I f R I I v: 8 73 •�[ .. .. .. .. i ..i._ ...,.. ...,t. i. i i � S /� Of) INSTALL YELLOW THERMOPLASTIC STRIPING PER CALTRANS STANDARDS. � � 11 __.'._... ..,. .. r... ' .,... f.., _... t 1'7 INSTALL YIELD SIGN PER CA MUTCD STANDARDS. 8 ,_...-...�._._.. _._._. I t ; 874 4 €8 INSTALL SIDEWALK RAMP PER CAL.TRANS STANDARDS A88A. � I � I ! � I ' I F'tOUTING : : H , 19 INSTALL STOP TRAFFIC MARKING.. PER CALTRANS STANDARDS* v. R R t. - ..___. ' X37 __._.. .__... ..._._,..._,_ ..._._�...d _.. ... r_..... _�._._.__.,.,_..- f ._ ...... a �... ,..,........�..._.....,...v,..,-.....................,r.._......�...._.. ....._... ._._._..i ,3 3 , ..�.- THERMO PLASTIC i rYp.}. �� i ! I � � ,._ � �_ � �_ � I I I Ir..._..._.... _._. .. ?(J INSTALLT NtARNI C FAC; I DEPTH PER c_ V} DETECTABLE N SURFACE 3 MIN, DET E CALTRANS �z I 1 I ... ____. ._. �..,.... _._ _.w _-.. . ._ .- _ __. __ _. _,_ ._ �'. .. ' STANDARD DETAIL ,A88A �"1�0 � � �- . ,_.... ��_� ........;. �._.,.. _... _ .� .....� ._K _., _ _. _ � � �' s tar � � : �= �_. _ . T' 1"• i f rd� ,�.. � i i f � t� f f ;[� i � � Ci c) , t 0 �y �jt�►�� E ! i m �,� t I 3 u 1 I a s a. I 4 ; } } ._.. I ..... - ` i ..._._.__..._._.,.__ _. ' ._.. _ _- w. _ . ._. ._..... _r ..fit I ._.. { _ .. I_ �, ,., - J d..• _ tt?® I j ` Cri} I f 1 r t I _. __..._.. ...__.,,. - _.. to til. _.t. I h{uC7 C} i I i OC7 C()(* y t { , I '"/ r ! J + r, I ... T �+ 3 _ ._...,.._.,.. _......._ -_.., _..r-. _. ._ _...� N �, Ln'�f C^J } G.i/11 I 1 p,�, a . . _ ' - 3 ltd �. ... _. -,-- --__ ,.... ... ,.,.. .... . to r.� cx��110 . . S .._ _.._.I. .-�-- ----( - c.7 .a i � - <;.1._.� � U! �a t1 o uG .... _ t V) w�+i� _ 'Gn !-R�...,._._ _.._' .....__ _. _ 867 _ _ _. .... _ �., 4 t I yi I .r.. I .�.. .,. ; -�-- {- i ' I .... } _ ' .... _ � ,... .. .. _. ' ...._' ..-- -,._. I_._..... ' ...._ ..,... I ..., � .... i .._ •,.__.,... .,.... , .__., I, .. ^.,, .. � r_ !U'r r �ar)oC 4 , SCALE „0+00 0+50 1 +00 868 12+50 13+00 STORM_SEWER, �- PROFILE- SAN ANDRE AVENUE .,................-� PROFILE. __.- H RIZ.: 1 "=20' .. r_•-„�` O.-, /�. .ti r,..._ •---rte /'_•.. ., r'___-�., ,,.--,..�4 �,.-.,--...•l .�'�_. ``». r'.....�. I---ti,.t., ,i•.- .�` „•„ FR E 1 ' I I ' PARCEL. MAP AT 07-022 SITE IMPROVEMENTS � R:ij(a]i., Gid '� :1�,.:''_'v ; �,1.t1'_,n�•, -.".';� 7+II:� r�°.,. �- f �5 w.... P 1, s at r CJt -_._._-----_ ---__._-._._.�.._---..----_-_.-___-_--,--__-- /r i�E.{ � `'`- .;•�, j -. -7-- �* � 7��••' �X11 t 1t�t p�p,,, 1�^1 j ignc ,r ,.orI�:-r t?<} reIn', E, +y,�t Ii )��.7L 1�. L.�Jl IL�` (1.It ILt�,+�1,. ��.11.1�trQ, ' irts rt J,-iet-II; ser`!'_ ? Pre�)z:}rEld for tr-E' ----- ` -----___ i i t DTI,'r., c�rlc; STREET IMPROVEMENT PLAN ACJ Ali DRE AVE ,R�c�ll r;<:t E' :Fc: ;,r'; w`t01e or r Timothy R Roberts x/ X( fltr'.. �� r�l,�� ,4r k.r' jE:t; witht,l�t. coir c)!ity ' --- -f k.11V1� EngineerRCE 35-M6 i :f c'i yt) r t t r: (t r;c Irl _ •_, --- _ I ______ __-------- +�.,.r I 1 1 1,../F t'"F, t A S 4�•A V E!'\O�, C A, � -�' r� _ 201 } Vista. de la Vina �� ' #' :; 1, r ?31 irn{}':t ;% F' I�l_I rer, ry. ` 1 � \\ !)fit i$ r.,.l;r'?r�rirt 1, PII r fir,{a` 'reCI1�71ett7Tl, ' 3I)�i 7 - .7 k. :e'r ��. ,Ir wi-, raR F, V. 11--11 i - ;a f ;F Prone (80.51 739-0664 �` 12-18-'�014 7 r '238-6 •_ .. err► Fax (80 a) 14 R��t EYnai.l z-obertsengi-I charter)net �..w._ im - R TR NOTED 14- 010 3 'I 7 r r_fr REVISIONS APPROVALS REVISiONS APPROVALS REMSiON'S APPROVALS REViSIONS APPROVALS REViSIONS APPROVALS REVi SI0NS APPROVALS D REPTIC?NS BY MATE APf'RC)VECr COUNL RESCILUTIC�N NO, 26-92 3 1t7 92 I7ESCRIPTI4NS £IY GATE AF1t;!QVED COUNCIL RESOLUTION Nd. 2E3-92 3 tO 92 DESCRIPTIONS BY DATE APPRCJVED COUNCIL RESOLUTION NO, 28-92 _ 3/15/$2 DES RIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 DESCRtPTtONS BY A APPRC?VED COUNCIL RESOLUTION N0, 26:-12-3/137 92 ©ESCRIPTItDNS3 BY DATE APPROVED COUNCIL RESOLUTION N0. 26-92 3/10/0 1/2 R. 12 1 Zr NOTE: RONFORONG SIM SMALL BE 04 BARS AT 113" O.C. PROPERTY LINE PLACED 1-1/2' CLEAR TO INSIDE OF BOX UNLESS OTHERWISE PROPERTY LINE 1-1 BATTER NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH ' 10"""'x`' "'°'"'�'°'°"'",• '° ""� '"'"""'- ""11 AND A MINIMUM SLOPE OF 4.1 FROM ALL DIRECTIONS TOWARDS t�� BANG OF CURB 14 I3' 1-1 l�r2" EXPANSION JOINT a DRiVEWA' "'"� •• T4�"" SANTE 'SLOP'E OUTLET PtPE:... USE CLASS "A" P.C.C. FACE ANGLE TO EXTEND GUTTER FLOW UN£C WATERPROOF R 4' �.. FILLER RESIDENTIAL 12'MiN 6' AS GUTTER F11L• WIDTH OF BOX.. STOPPER 1/2' Al:--- 3/ RAO, E° �AN IC}N }INT R 20 MAX. r NEIGHT/� 1ef8 SEND (451 BACK OF SIDEWALtf SeEAL _ - _ I { �! M91 DIA. V . COMMERCIAL, 16'MIN. 2".� i !' t -"!4 A A S' MRN. 36' MAX. 7' r..J 1/2* EXPANSION ._ PAVEMENT - - 11_6" MIN � s .r- 3 S 3 JOINT .� c• � " � 3" MEN " 16" �, _.______. 1 N ,' 4 MIN, DIA. " %D 3Q ti; I, Illi . 'I�► THIS POINT ---- 1 ;e H PLACE( Ali ( I X ti' STEEL. �#060 I1 y T,. ( Ii NA ANCHORS .,. R BAR 6" 1t;iyc ._ r ti ' _ 2' 11-3/83 WYE SEVYER v AT END OF -- -- w > ; LATERAL NOTE: NO LATERALS ARE TO BE r A C. TYPE CONNECTED TO CLEANOUTS. . STRtj R B 2 PPROACN IC# *, _ " �.1 BAC ° ZTR&jRE* ;SEINER MALN y, 1 Y ` '•`n i .,._, PLAN R s., g. 7 3" CITY ENCROACHME14T PERMIT AND PROPERTY LINE� ,,� 3` tutlN 4° Elr +l. " i+ ,` ''`' t :.-. [JA NSPECTION ARE REQUIRE',? FOR SEWER 1 `° T SERVICE AND INSTALLATION. ' MAX I ( T T 4 • , s, Q ( I I t '�-$" t CtJ S�iNra LINT~ rev R� 1.1: j.��'ti+i) `'`""PAVEMENT PAVEMENT iMDTH MEAS TO THIS POINT , ° GUTTER FLOW tlNE SECTION AA f " 8- y (;UTm -'.'Z".w- 2 ,--x-{ ' BASE MATERIAL d ,. t CONCRETE COLLAR 7 ! ` R D, a saAu 2 H t ' * 3r r 3/4 RAO. '�#, AT TE l PLA - 2'! IY a - 8a-•C)" OR LESS 6" 1 4 " REMOVABLE CAPiL Rte. AM 80-1" TO 20'-�© 8" !/4 RADIUS-1 /4 RADIUS OR PLU G e8 i EACH SIDE OF DRIVE- "`` 3"� CURB LEe GUTTER � �,�_ ..�-•SAME CZE AS MAIN 3" " !J2" RAP. 1-3>'4" nig INTER HEIGHT TABLE ANNE TO S°t2-!/2" x 2-1/2" x 1/r ( -- LINE (6" MIN.) g VARIABLE V - 1 # MATCH 2' NOTE: " MIN. LATERAL SIM* 12" " SETVIE N E)PANS i " TYP. CURES FACE 1/2' ! 0 18" O.C. LATERAL SHALL BE CAST IRON PIPE 4 DIA.; MIN. SLOPE 14 � »»- .IaTs�xtl VARY _ 12 RADIUS TOP OF CURIO /•a ti 5-1 2" OR PVC PIPE ENCASED IN CONCRETE 1/4" PER FOOT GREASED 3tIA00TH TO AVOW WATCHING 1. SIDEWALKS SHALL BE CLASS 8 CONMM: A MINIMUM OF a THICK. - r, ,, � - / WHEN THE COVER IS LESS THAN 36 r DOWEL OR �I4 OF JOINTS AM ACMTT `�``- / APPROACH APRON p...- Rf3-'.�-~` 2" RADIUS 5 OVER THE TOP OF PIPE. OTHERWISE, PLACE 112"x?Slts o , t, ° ;. EkiSFiNG IMPROVE- 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH ANIS COMPACTED " LATERAL SHAD. BE SDR 35 PVC. STEEL, R AR REBAR W/Sa�FEVE i up GUTTER FLOW LINE -- FACE.AbIgLE ANCHO$ AT END 4F AT ALL EXPANSION ° STFiUOltwit dCKtrTLL N��' TO A MINIMUM OF 9OX MAXIMUM DENSITY SHAD. BE PLACED UNDER THE --_ LATERAL MITERED BENDS (1/8) 1/2" EXPANSION JOINT 1/2 EXPANSION JOINT .R. JOINTS AND SIDEWALK WIIi~N THE SUBGRADE HAS AN R-VALUE UE OF LESS THAN 70. C'I � Ti t"1 NOTE: FRAME SHALL 4 NO�CiRATEB TO K B I1cyLc; PROOF A. IN yyyE CONSTRUCTIONDEE 3. 1 2" E7�AN'.901V JOINTS SHALL $E PLACID AT ALL. CURB RETURNS DRIVEWAYS G f.. 1 1 V BE DIPPED NTED N OR PER p�•A� "+� STATE SM. PLAN D7"7-B &AA EAS � SANITARY SEWER LINE AND AT ALL INTERVALS NOT EXCEEDING 25', COMMERCIAL, QUALITY BI�+{fl (4'3� ��{I�Jiy 1/2" x 18' SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH ASPHALTUM PAINT. * CONC. CURB THE EXPANSIVE JCNNTS. SAME AS SIDEWALK 3 1/2"x t/Y DROP SLOPE 2 INSTALL Nm DETAIL - -1 13" ML WATERTIGHT SEAL. r •' '.SMA MAIN IF NOr CONNECTED l30X WiTH CAST IRON FACE 1) TYPE i6Ar AND rCa'.CURB TO BE CLASS 'B" " "'.C. 4. MIEAKENk2? PLANE JOINTS SHALT. BE A MINIMUM OF' t-1 #" N01 DEPTH AT 2W--- t" LIP " 1 2■.� n NOTES: TO BUILDING SEWER. N©TE: WELL TO BE Na. OTT VALVE 2 DIKE TO HE TYPE B A.C. / / .s 3� STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. INTERVALS NOT TO EXCEED 5 'r° ~ y" :«''" ;'k p C u �'" t 1. "S" SMALL BE MARKED ON CURB OVER LATERAL. ` B• •..:". s_. • *:• FOR USE WITH :. AND COVER (BROOKS PROD- FOR ` 2. THE 5 SHALL BE STAMPED INTO NEW CONCRETE C} 24 WIDE MATE �: DUCTS INC. R APPROVED CURING M - S, SIDEWALK WIDTH IN COMMERCIAL AREAS TO 8E L+IEb BY THE ��`� 2°_2r N AND SHALL BE CHISELED INTO EXISTING CONCttf�t'E- ENGiNEER. 5/8 ) 3, THE 'Sr SHALL BE NOT LESS THAN 3" HIGH 2' NAME EQUALS CAPACITY SHALT. CURING SHALL BE BY PIGMENTED CURM COMPOUND ME7MOD ACCORDING TO g"� 2' 00 0 EXPANSION 3' MiN. BE ADEQUATE FOR STATE THE PL3t7V1tJNS OF SECTION 90--7 OF THE STATE STANDARD 5PlC�flChTIOMS ca ,!DINT AND 3/18 PEEP. H2O-S16 TRAFFIC LOADING. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. 3°' � Z4"x3"x1/2" zENG��ANSITION PLAN 4. MAINTAIN MINIMUM S° HORIZONTAL SEPARATION FROM ,E" 119N A"�'A - SLOPE BACK OF � " NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3" MMI. WATER SERVICE. SECTION SIpE=WALK TO GUTTER' 3-- S 3L8- CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"-32". THEN A DESIGN APPROVED BY THE CITY ENGiNEER, UP TO SURFACE. CITY OF ATASCADERO CITY OF ATASCADERO CITY TDF' ATASCADERO ^ CITY OF ATASCADERO DRAWN BY- CITY OF ATASCADERO DRAWN CITY OF ATASCADERO R.A�1M DRAWING NO R.A.L. DRAWING NO. R-A,L. DRAWING NO. R.A.L. DRAWING NO. R,A. DRAWING NO. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING IVO. V. DESIGNED B . DESIGN -�- - DESIGN® ENGINEERING DEPARTMENT DESIGNED ENGINEERING DEPARTMENT DESIGNED BY. ENGINEERING DEPARTMENT S.-J.S. S.J.�. S.J.S. S.J.S. V.S. S.J.S. ° z ' s� CURS' ` " '� " 27` IC EWALK'Er` 4'1 2�/sz DRIVEWAY APPROACH 4 ' o^ D : WITH CONCRETE CURB & GETTER 02%27/92 STORM DRAIN INLET 50� 2 27' 92 SEWER LATERAL LOCA71ON �►�'� 02427/92 SEWER CLEANIOUT �� PTE NAME: FILE NAME: FILE A 418 DVfI IL AM AT423.DWG AT502.DWG AT603.DWG AT605.DWG COA 1nu LVaS'JUROW EARTH OV TAPE F0ft P_ AAL'T1�7? ' s =W WIDTH fcRRrT_T9='HEfGHT TYPE OF TTr e'AAS RETA#W MrBAC(Or AACIV?OW 'WtU f 5 « ? I a, WE 4F s,Ow OR � W T B H GRATE ! t-►cArrav ri "t' , .� 12X12 4 4 VARIES TRAFFIC RAVED PeMgwY+ S4NWT 2•AM AC dif Af+AR I $A VWr N07E r j 7N 14M SIE � . �. • 1 SX1 S 5 5 VARIES TRAFFIC RATED M4y&AAE'IIt]P LI►cvr t�" ltt3 VAR" SX*WacK� �AtI tJD •.' � F�GPE 51ZJY mome��S� 24X24 7.63 5.75 VARIES TRAFFIC RATED .0. a .0 LcCMW MEAN P?tW �Y �I i AArMSIrAIr .Ts f '� 72 1s SF 36X36 6 6 VARIES TRAFFIC RATED Ar4NW AAA1L'ANAL.MW PARK S+Rt7eltt�E7i' + " fiVA7?W C0hPACirdV _ T' ..r �,,. :,,. AItN. $� DIMENSIONS ARE.._ _. �..°.... :':.•: .:_ r: O 5 E 1N INCHES t 8r irtL>tSIM^AtA.IM 1QAI fPAX ` ,-,r••y;a y, M%;+ 0 AFM 0401JNND AAV 9t"�%Rfl4t' ))� , 4 IO' 4 Sr GALVANIZED STEEL GRATE d�AYE ttTlT ill!COWAC1#4 ?W .:':- ;.: .r . .i •:; 4'1 ,2 SF. SAMaVT 7V P9Rflwri?E'A n ,,,.,•��... •; :,.`,�'�. AAMit WER 71C:At SURFACE NRr'f - 4 ?• -,, J _ .... I iSONOW 34W IM lSt`U71tF GYAifr'AC77dV • APf'E"AFfANQE a '.Itr'�" #I A1irA1A' 7 !er A�fL ? . i ( l E• AMA VW COWACTi W $MA17W CO W'ACTOY f � � 1 cOr" tl AANL ?p BE PLACED W MAIL Air A4f4E:L Ar A W04IIRW , RV T7�=d�ER AS LTM As fr M BE PfACW IN c S Mf7H A.MW4 Sr�x a»r'ovr errs 1 � N9rr~4 1PJ�9►A1�-t�?"Q� FOOT UFTS {SES'Atn%VA77W NOTE IN) EACH WAY III--- (S gat MWA 17W NOW JO) 2 AM70S,96ILL AV M AU EV#AWE TJX`^Wff dr MM Y. 7th MOM' AW APLr;MALI W IV'1'W YAAM `" ° 14#A. COATED C �RANI. � 41 W i T4 QA rxAPrQA7t TR40M ME A W�f7M4UM AVER L004IX�5 W L BE WAR THE P"AIiCaF V ORMWY °f MANC'OVr OTHER'L4a°AMW 04Y ATE•At0P'r,� " * s AE>x/C1�R 57�'E _ -79" MACER MN91E 2 -' o i4 �WA AM37ALLEP7 Nt lr rs PrarJTErctsa Pl�iLM/ ta?Mt7..: ?: s sir AtilEr Sr�MiE'AC;E'MuaTtxlr aur ry 6 IM. ! N tJ{R Eli+.n st;/,it t E?Vo SAI /C+, E/4 r 9PTSMR LAMEr AN V ' "`�" t 117 ALAsM W 9 AA�T1ciV 9WL NOT M aro A!R•OY 6MIfEA70 NO to PM7Ifr�vT � sem'DffAA.AAS ram MR AST dC AiE�1 SMALL 61E RAp:X9 1At A LOCA77N 1MIlE tT NMdC EaaSY 14;diEAi► Atm IAAr AND :� f�" '" MEM R A P T (� f GYA4f! S7gr; i AAP X AAP o tI B Ar"AAMC iTAt U7I7MG�[F AIiMfJNCrJ AhC!NI'3 C1REA71r A HA2"ARYI Tt7 PECIE'STI[fi4N5 UR OARS• � PIE Raw. r0,CL"ps N ,� a1 AMar `_ 7. fUA#W QW1N7KWS SYMD M AN7fd�IP'AIW AND ML'Tf,TrS WU NOr LLE'#67AU" MHETEfE'ANY A#' e AIAr� ArAAC EvreyEr1 7'17 E7tlS'T Av TftE•Funw CAR7H tARIMb � v WATER MAIN � Ate'Ste, s/tr"e7ra'r" E�U4Tft Np>F _•�. ', c1NEArEsir GtCa lM1AtiY9LIAr QNa�FATEui'as f. BEANNO AREA SHALL HE AGANIsr f SIWIM S�CSMt. _ Ar f JCAlM7S� Ar PW JIMM .,�y Ty., d GIlA9Ip MILIlr v" f5 v i r Y . 4 Y - a CLMNAM ARE AM E LtA>+AM M OW 1W PLACIEIMl ff W TTd!•A 2 ALL @LWT AND FITTINGS SHALL 6RE"COQ MiD Y, Lr.I . I, 7I VVM&M Of� WW�SAND(S NOW 7,IL LEM=AND�10 If 0 U0 I V n#•CUSS V?MAY NAW fid bVSTAtI FAMMS 7V Mft Y WVf nKW STAi CAIS A�I4 Liaax S�I� TAPED Nl7N Pi ASTTC NRAP, 34 ANL. PAw mmvr smato e 8 TFAr 1S157aMA L5 Rl sf MsacirE Fran BAVc AMfAIM 1HAT iH£F�/OMMMB fTEArs CAN IIi1TJRR FBrJIk `lr AfA+W71 t MWAITM AP 'SOI '1 f,10N SPALL BE CLASS A 5--SAC( I, TieNa 4 d SiA+4Lt P �MI'W .MAMA riklTE 8i,tErlEtW AAV aalelA*i4W T d AID PtyDT'a7oF I ALL OW%-•kJeCAVATETT AAs47lTlItU SIYAU DE� MRI! SANO AAV a'1t7INPACTA7D M IIS SV?AX LAE'LO G79 S0?VK 'L#K SIZE, WA"AND NA.XAaA(A0/AREiu.FARE AT MAW,W 7M 92E AW AAI!` � (�? LIS€Ano GIA tXA+att37 sa W aidl�rllte TRi4I'ice'MW CW M ANMtf FAwt57st dRAt7� THEN 8A M/7N AIA11wE MATIR79rAt. t�QNAr'At:7ID 7E1 iK AM'J TO e7MiVrAWAt 4 EYA114tNt LOCA 770N. 7W CUSTC�MUST MAKE'STARE' TW StA9�SFIMENT WAW?PLOW AND PREF�T UUS"T E SEF LWTAAC XV PW AE M AIlKLA7C'AWK S•TW ON Ali SERwh:E3'OR TC?MAW F NAS•CWM SW COWrW V iAErAL N�TE�: A ALL OIC-QR`r4VA?=MAMIWAL SVAU W MRA= WN S SAM AM tXJfIM�'ACtm ?V SM A A0pN1K,`MATE'RM sma W Aw�VK4ARk",AUY COWACTED 10 N*PIIERAI!'M A YT Qr WE REOUi9Rt lNNTrS AT?W hUJSE 9IEr A PmEsstm AG of rNE`AC4RE5r wAnm Si�?wr t,ck"-�amN cP ` a HYtW'ANr M,4Y rte'MEQLAESY D PRC,7ir A.M,WC. 77Ar AVAA'..AALE PRESRAir MAY E?77AN REr AmnavAL z Alt TAPS AV IM Wt MAM � :I�Raau� A. MATERIAL SPECIFICATIONS: a ffiMMMfT WATERfAL SMALL BE AAEWA11iiCAUY CV7lWAC'MD 10 OW PON TO PLAC 'NT OF PPE & AS AN ALTiETW'ftW AAE"dNtaD MRN MW MVAL BY ASA *a, T SV*f SHAU 9E'Bio A AIdIMAI1Nf Cr rt" MAIIPAMC I54UPAAMr(LOW�557lRE)OR A PRES",�W W61RATOR OIKH SURE) AT TI,>c'CUSPS SHALL BE MADE 8Y A.M.W.Ca , `y�^ �� 1. CONCRETE: TYPE II PORTLAND CEMENT ASTM C 150 AND FEDERAL AVOW 7W TTX+TAF'iHi:^0E WM�SAW NOTE da, UVUM AND COWAMM TTI Ake IhOV S1DE'OF IM-ME70? RE�1'C -SISUTY TO#67ALL AND MA/NTAAV "AEW FACXJTRS ARE ?HE CUS?nw1n4'S #, AS AN ALONARVIE NEIHM WVi AMrPOi&BY".WC. H4E7VCtlKMAU W A40"tetr A AA�MMe N CP f?" 6L4arrUM WTH NATIW MtAMWAL„COWAMED TO�K AA0 8AWXLW TO sTRWnARAL SECncw� Jt A079M SRALI BE MTA"AilaW � ' ' +L�' � SPECIFICATION ON CEMENT SS-C-1960/3, TYPE 1/11 LOW ALKALI AWW IW raP cf�'ttAt;'PAPIE WIN�SAW(5ff N07r$A�AW 00WAGW TO A� IMN " 14L Ar 7W txuaA)fWW r, irli! IS ft"_WaL KE•FTIR 1W 06MId.ATJCW AAV MANYWONCE O A 5 XS tJAK.M OD40 M1�'APPRMW P/PE 11-t/4 22-1/2 15 ITO ► / � !' � BAS WW NAnW MAMWAtd MWAO7ED 7a XK ANLL LEMM rO cWWML ELEVATA�(k A �P'AwEAwFJr1T S?rALL A�IN A� OR AS RLxltAram BY, °Y E1+++t9a�R eACXnOW 0WIE1+FJ�l"M� FW�A t�•wrr.F N U.D BE ftUV W F A REMA�N77AL 97r A OY AMN'C { +�'OR�'ATI'R11N T' � .� ,r " '.� SIZE aW BEND REND BEND MINIMUM COMPRESSIVE STRENGTH 3000 PSI AT 28 DAYS. NEL,L. HOT 7'U8, SNIAOMG P004(. WATER P'&P, CW£LfVA M SMRAGE` TAMC. SAL REQLA'RnirNTS ARE • W*1V P.V is Usk,PIIS SHALL TETE BAS Ira 7W SY�rtAN rxwt'AW COWACMV TLD 9W PMW M et AM SVAU LLE'LI~4CAM tM M VE S t�AARs LaLaWA07M TO WX PRM TO RAW caw ;THE T PE OF BUSiWM AW OD#R CXdMt1rr77t>n n ram r; xx 40 PW :i r2" 3 SF 6 &F 12 &F: 21 &F: 2. REINFORCING BAR: ASRTM A 615. GRADE 40, AS NEEDED. t -BW WHAL LAACyQW � 3. SECONDARY REINFORCING: "FiBERMESH" POLYPROPYLENE FIRERS [."d4rPt.E7'�t�TfAt.!�C%1a"Is1"t1.. 11. AT 7TAE T�Ai°'C�"PAYAADVT AN,D APIpLJG.ATiLTN FR,IA'A AAETLR 1laiE`!Xl"�TC11AlEIV'MM'1�'d►wE1V A°PLACARD Tt'1 POST N.�+ AL>APTEi�, AkSTA711E AAIB' �• ?O' ,2 SF. ♦ SF, 8 SAF. 15 SF. a SAND SULL PASS IW;Ar TrraWW f 4 Si�W AM sfAct rrAW A SAW EeIUft44"r a+aL K OF WT 7 �SMD 9fALL PASS Taxi a VffGU r 14 S�'W ANMM SiMLL HATE A SiAM�ECIu4+A911Mr t6ALf,IB°dr Mar CW PAW A RTY Ar"0?PRUMW AA:7ER 9M r M'!aa@E'7HAN Sue AWMW IS t AwsrAu.Em MWr SHALL £' ADDED TO THE CONCRETE AT A CONCENTRATION OF 1.5 e Sf '�S� S F 10 SF: Pout CUBIC YARDS TO CONTROL SHRINKAGE CRACKING. LAS THAN,ZQt Lk�S' THAN«7Q. ' TTS PY.4CEi�JOf)fC1R EAgH�iDL�RE55 PS PMI+OP!l�I.Y STAKED AM•I PL.lAAAt91f1J T'C) .�cc,�e�'C•T l,MPIJS� f L:Cih�MMt'CT'19TACtc'MAS•t'Ea4'�I!'4AL'E 717 IRAa�R Mir FLM'AAAAaR. "'` �i Ar THE,97E/S UNACCWTA&Z AM.WC. Nal.NOIFY IC CVST044M rO ARRAMW FM ME AA:`7rp TO ISE t5" f &F: 2 SF, 3 &F. 4 SF. 4. STANDARD KNOCKOUTS. R f-WM AYE WiM Y AMJ a &VAP AW F M►SMf TO aVA*At,s w- PfM4E WX TWE AMA A�RATMKi'9'MU Sr APfVOWD NY A,A Wr. AMSTALLM Ar A&FATPE rT LOCA 7JCAM. 4' t SF. r S.F. 1 S.F. 2 S.F: aIt PW SM r#K AAV PRE�.'sIAtE'RAI9MG►MAU BE APPROWD RY A,M Mk" A ALL MV040 WV W THE TRAMM*4Y&VAU W 7EWt`IW4'IY.Y PAWV WN 2'AAML COW AWr AC LAKM PETA MAINT?R90011 P'AWW IS�: DrrAL lid ANWOM AN #a 4 a e. tAErAA N0 AVPwaaa®r °A IM g C`A a DETAR M0: TYPICAL CATCH B A dr ,T, ---- i M�C A p 4,� SOAA9 - V. a 7R Ail c+ DETA . �- e, � 4°� A �� !� fi R1E'1�5rC7W5� '4 � � �' �� .� ),�� ----. THiRLi�T �.4dC dETA#. 116 AVm iol PAVES 102 WAI LOCATM 103 ---- � �,��- .. � � MID- STATE CONCRETE PRODUCT I ST w t fie ram 12118 f el �- e11a` t re�u map Gather not shown 0.45" Min AND_{7,47O"P 0 H� APPROXIMATELY 3/ " t NOTES: 1.ax " C 1/4" O.9 Min AND 0.92" Max A i. As site conditions dlotate, Case A thrwgh Case 0 curb romps may be g as guttaT�s or streets x •.-� �+ , y B. Tranattions 'P om rdm a and landing to wcl�c SIDEWALK a BASE pia i 1 , a. used for comer Installations similar to those shown in Detail A and shctl be flush (no lip and free of abrupt changes, c /-,,,,_SEE NOTES Detail B. The case of curb ramps used in L?estaEl A da not have to 0 _ 0c cv � A be the some. Case A through Case G curb ramps also may be used at SEE 1t� AND 11 mid black locations, as site conditions dictate. 9• Counter slopes of ad tninq glutt+ars and rood surfaces Immediately NOTE 7 GROOVING DETAIL. ad cant to and within' 24 Inches of t s: �i M he curb ramp shall not be _ �_ steepar than 1:20 (5,0%). Gutter pan sive shall not exceed 1" of FRONT 2. If distance from curb to back of sidewalk le too short to for each 2'-0" of width, p �� EDGE OF ca accommodate ramp and 4'-2' platform (landing) as shown in Caere A. SIDEWALK the sidewalk may be depreslsed longitudinally as in Case E, or C or 10. Curb ramps shall have a detectable war�nin surface that extends RA) TRtJNCATEC QOME may be widened as In Case D. the full width and 3'-0" depth of the 9 e� ramp Detectable Warning Surfaces shall conform to the details on this plan and the 00 � �� 3. When romp is located in center of curb return, axoieelwtatic requirements In the Standard Specificcytions, oeo x 4o configuration must be similar to that shown for Detail B. 00 0 e7 saaoo °a©°o°ar o°o°oo 9.C3 Max 9.0% Mcx �j � � 4. As alta ceandittesns dtt tate, the retaining curt side and the flared 11. The edge of the dectectoble warning sa,rfaace nearest the street AT CURB ooaooa 00�22o AT CUIRFi shah ksea between s" and a" from the utter flowline. - _ " " side c►t the Casa G ramp shat! be constructed in reversed position. 9 2.3 Min AND 2.4 Max 0 0 0 the sides of the ramp not beparallel. 12. Sidewalk and ramp thickness, "T% shall be 3�-1/2" minimum. CENTER TO CENTER 5. If located on aI curve, A SPACING 0 0 a but this minimum width of the ramp shall b4) 4'-2". 13. UtltRy paid boxes, manholes, vcults ane all other utility faculties 6. Side slope of ramp floras vary uniformly from a maxtrr►umr of 9.t}1i; at wit►= , Tho boundaries of the curb ramp will be relocated or , 4.-2" RAI N N QN--LI y ad;.��ted to grade by the owner prior to, or in conjunction with. Min- curb to conform with longitudinal sidewalk slope cadjocent to top of cu•, ramp construction. � DETECTABLE WARNING SURFAGE, the ramp, except in Cassa C and Case F. CA5LA 14. (�,,. able warning surfcical, many havre,to be cut to allow rtTmov+csi of See Note 10 7. The curb-ramp shall be outlined, as shown, with a V-0" wide border ut covers while maintaining full detectable warning width with 1/4 grooves approximately 3/4 on center. See grooving detall. an: ;a th. GUTTER TOP OF RAMP CURB RAMS' DETAIL` RFS A88A FLOWLiNE 4°--2" -Min ROUNDED �� SEE NOTE g STATE OF CALIFORNIA �/// /� dt 1.5 Max k- DEPARTMENT OF TRANSPORTATION � � t 7'.5% Max RSP A$8A DATE=a JULY 19, 2013 SUPERSEDES STANDARD PLAN ARBA R E V I 1 0 N S PARCEL MAS AT Q7�-022J - PUBLIC ih�F'F�Q�/EMENT OMN A�°-A DATED MAY 20, 2411 - PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. ��OFE These pians and specifications, and the NO. BY DATE D E S C R I P T i 0 N r � � Q lt�� ideas and designs Incorporated herein, ax's .._ � .(( ��>t )C"1� � lCll !l�E11t 'R�i��ll instruments of service prepared for the CA/ construction of work shown hereon sand CONSTRUCTION DETAILS shall neat be used in whole or in part for 'r1T1!lOt�7y P. Roberts f x3 any other project without written authority Civil Engineer - RCE 35366 * EXIT ( ! {�>...�,. of Roberts Engineering, Inc, CITY OF ATA�CADER0, CA r CfVIL .A Exp. 3/30/"15 * Copyright c 2014 Timothy P. Roberts, 2015 Vista Ole la tiring SHEET: Roberts Engineering, Inc, All rights Templeton, CA 93465 GFCAiL* reserved. Copies of this drawing shall ACCEPTED BY: ��, ;.s � Phone $05 239-06f 4 • � Glvl1 _ � nave this notice. 2 �;.. ( ) _ ,". 1 ---18--2014 C-3.0 ' Fax 805 238-6148 � („� I�rQ _ �,� i � TIM HY P. ROBERTS, R.C.E. 3531x6 EXP. 9-30-15 -'�, ;�• DATE �A� _ Email robertseng�tx,charter.net cv David Athey, PE, Lic 59384, Exp 12/31/15 DATE DRAWN BY: DESIGNE. RY: CHECKED BY: SCALE: JOB NUMBER SHEET NQ: '� interim City Engineer JM I y. TR NOTED -14010 4 OF 6 �... ..... ...w. a.. 9. �� . 0000 ..... .... ..... 1 �a t r� DURING GRADING & PANING C1iPERATI{�1S ON ATASC. AVE. '45V BUFFER SPACE --w— — DETOUR SOUTHBOUND TRAFFIC TO NAVAJOA AVE. TO SAN ANDRES AVE. ATA�"CADER0 A 9+00 +o� 11+00 17+00 50' .... _.. �, -q . _,s. _ �s ._ . --�.�t 1 00 �-�.. ROAD CONST. PORTABLE CONES OR DELINEATORS, TYPICAL t 100' �04 ppyy >1y gi wO • �Ne$ '£ _! dF j fir„ 4 �� C23 ROAD `YORK AHFAD � �y► b r .....,....x � y • •`' � ��!'t .fig 40" "AFE.1 . ,.... QQNTRJ" LOW% QONSIR-QUON TRAFFIC CONTROL REQUIREMENTS `�,,, ��, '�q i 40 1. THE PROJECT ENGINEER SHALL BE RESPONSIBLE TO ASSURE THAT THE , C r APPROPRIATE EXISTING TRAFFIC coNTRt�Is I �:MxIN IN PLACE AND FUNCTIONAL DURING ALL CONSTRUCTION PHA;ES, THE CONTRACTOR SHALL + COVER ANY CONFLICTING SIGNS THAT EXIST ALONG THE ROADWAY, '� , .,, 2. NO WORK SHALL COMMENCE WITHOUT THE CONSTRUCTION SIGNS .,� 1k Y INSTALLED AND OTHER NECESSARY TRAFFIC CONTROL DEVICES ON SITE, STATIONARY MOUNTED CONSTRUCTION AREA SIGNS SHALL BE FLUORESCENT , ORANGE, USING MATERIALS FROM THE CALTRANS "PREQUALIFIED PRODUCTS LIST" FOR SIGNING AND DELINEATION MATERIALS. THE LIST IS AVAILABLE AT THE WEBSITE OF THE CALTRANS OFFICE ENGINEER: , WWW.OOT.CA-GOV/HQ/A/ESC/APPRaVED_PRODUCTS—LIST ; / tP 3. N0 LANE CLOSURES ARE PERMITTED ()N THE ROADS AND BETWEEN THE TIMES LISTED IN THE DEPARTMENT'S "LANE CLOSURE RESTRICTION 'ST." NO LANE CLOSURE SHALL BE PERMITTED ON FRIDAY AFTEPNQON BEFORE ' WEEKENDS WITH FEDERAL LEGAL HOLIDAYS, ON THE ROADS LISTED. AFFECTED STREETS WILL BE SHOWN IN THE ENCROACHMENT PERMIT. [THE ♦ �� ,, "LANE CLOSURE RESTRICTION LIST" IS PROVIDED IN APPENDIX 1.1 t 4. AT THE CONCLUSION OF EACH WORK DAY, ALL PAVED "RAVELED-WAY SURFACES �'4 [y �+^ p��y /may �g �Jam' p �` ',. � .`• � °� ,:� `. . SURFACES SHALL BE RESTORED TO AN ALL--WEATHER, TRAVERSABLE . CONDITION. THERE SHALL NOT BE A DROP--OFF ALONG THE EDGE OF � �► x� �� / f? TRAVELED WAY >0.15 FEET. "LOW SHOULDER" SIGNS SHALL BE PLACED 4 ALONG THE TRAVELED WAY WHERE THERE IS ANY DROP-OFF. DROP-OFFS >0,15 FEET SHALL. REQUIRE EITHER: `'�• r�l` z 1 % A. BACKFILLING THE DROP--OFF TO A MINIMUM 4:1 SLOPE; B. PROVIDING APPROPRIATE STEEL PLATES OVER EXCAVATION, ``�, �� : C. PROVIDING TEMPORARY CONCRETE RAILING ALONG THE WORK ZONE IN DURING GRADING & PAVING OPERATIONS CONFORMANCE WITH THE STATE STANDARD PLANS AND SPECIFICATION'S. \ � � '"� �``' � � � DETOUR WESTBOUND TRAFFIC TO NAVAJOA AVE./ ATASC. AVE. EXCAVATIONS BEYOND EIGHT (8) FEET FROM THE EDGE OF TRAVELED WAY DURING CONST. ON SAN ANDRES AVE. MAY UTILIZE PORTABLE DELINEATORS AT APPROPRIATE SPACING, ALONG WITH "OPEN TRf`NCH" SIGNS. '\, "`� / /� A 5. WHERE STEEL PLATES ARE USED, THEY SHALL BE PINNED, AND HAVE A COLD-MIX SLOPE OF 12:1 PLACED ON ALL SIDES. 6. PEDESTRIAN ACCESS SHALL BE AFFORDED THROUGH THE WORK AREA ON COUNTY ROADS IN URBAN AREAS, EITHER BY PROVIDING NECESSARY t�,,e)r � I FACIL171ES FOR SAFE AND VIABLE ACCESS, OR BY PROVIDING APPROPRIATE ADVANCE WARNING TO PEDESTRIANS BY USES ALTERNATE ROUTES. 131CYCLE ROUTES AND LANES, ♦HEN IMPACTED BY CONSTRUCTION, SHALL BE SIGNED TO AFFORD SAFE PASSAGE THROUGH THE WORK ZONE OR TO DESIGNATED ALTERNATE ROUTES. FOR BOTH PEDESTRIANS AND BICYCLES, SURFACES 410 SHALL BE MAINTAINED FREE OF LOOSE DEBRIS AND GRAVEL. "7'. NO CONSTRUCTION EQUIPMENT OR MATERIALS SHALL BE PARKED OR •,, �., / STORED WITHIN SIX (6) FEET OF THE EDGE OF THE TRAVELED WAY, WHEN DETC}Ll NC1TE , f CONSTRUCTION EQUIPMENT OR MATERIALS ARE STORED WITHIN THE RIGHT-OF-WAY, FURTHER THAN SIX (6) FEET FROM THE EDGE OF THE INSTALL C1 -� "DETOUR AHEAD" SIGN AT 150' TRAVELED WAY, TIME SHOULDER AREA SHALL BE SIGNED AS CLOSED, AND AHEAD OF DETOUR LOCATION. INSTALL. C5 Tp PORTABLE DELINEATORS SHALL BE USED TO MARK A TAPER IN ADVANCE OF "DETOUR" ARROW AS REQUIRED TO DIRECT h'O�S `,► `"•.,,, � ,� � � / THE MATERIAL OR EQUIPMENT. TRRAFFIC. CONTRAC'T'OR TO VERIFY PROPOSED SIGNAGE WITH CITY P.W. INSPECTOR PRIOR TO S. REMOVAL OF EXISTING PAVEMENT STRIPING 0R MARKINGS SHALL BE 8Y CONSTRUCTION, �, �� SANDBLASTING, HYDROBLASTING, OR GRINDING.. WHEN THE CHANGE OF O _ POSITION WILL BE GREATER THAN TWO (2) FEE-., THE REMOVED STRIPING SHALL BE FURTHER OBSCURED BY USE OF THE CHIP SEAL SHALL EXTEND THE FULL WIDTH OF THE ROADWAY. 4 9. PARKING RESTRICTIONS SHALL 8E POSTED 24 HOURS BEFORE ANY WORK STARTS. POSTING SHALL BE DONE BY THE CONTRACTOR, qy � 10. ALL PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN AT ALL TIMES, EXCEPT WHEN CONSTRUCTION TAKES PLACE IMMEDIATELY IN FRONT OF THE DRIVEWAY OR SIDE STREET. 11. ANY WORK THAT DISTURBS` NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH THE TRAFFIC ENGINEER AT LEAST THREE QUSIL55 DAYS PRIOR TO BEGINNING THE WORK INVOLVING THE SIGNAL. THE CONTRACTOR SHALT„ REPLACE ALL TRAFFIC SIGNAL LOOP DETE'`TORS, DAMAGED DURING CONSTRUCTION, WITHIN FIVE (5) DAYS OF THE COMPLETION OF CONSTRUCTION INVOLVING THE SIGNAL, ANY DAMAGE TO EXISTING IN--PAVEMENT LOOP DETECTORS WILL REQUIRE REPLACEMENT WITHIN FIVE GAYS OF THE START OF ANY TRENCH CUT WORK. INTERSECTION DETECTION SHALL BE REPLACED "LTH VIDEO DETECTION SYSTEM(S) ACCEPTABLE TO THE DEPARTMENT. ALL COMPONENTS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO COMMENCING THE TRENCH WORK �/ U WHICH WILL AFFECT THE LOOP(S), ALL COSTS, INCLUDING DEPARTMENT C23 "ROAD WORK AHEAD" OPERATIONS TIME, SHALL BE PAID BY THE DEVELOPER. «�., SIG 12. ALL DELINEATOR$ SHALL BE EQUIPPED WITH NIGHTTIME REFLECTIVE BANDS, AND SPACED NO GREATER THAN 50-FOOT INTERVALS ALONG TAPERS, LAND CONTROL, AND/OR EDGE OF WORK ZONE. 13, THE OPERATOR OF ANY TRANSIT OPERATION AFFECTED BY THE WORK i SHALL BE NOTIFIED TiNa (2) DAYS PRIOR TO WORK COMMENCING. 0 20 40 14. ALL. FLAGGERS SHALL HOLD CURRENT CERTIFICATIONS, AS DEFINED 1 INCH = 20 FEET UNDER CAL OSHA CONSTRUCTION SAFETY ORDER SECTION 1599, ALL FLAGGERS ON THE ROADWAY SHALL BE TRAINED BY QUALIFIED AND 1/ �� EXPERIENCED PEKSONNEL TO THE ASPECTS NOTED IN SECTION 1599. THE R F� V I ' ' I ' DEVELOPER OR PROJECT ENGINEER SHALL BE RIuSPQNslBLE TO ENSURE �.. PARCEL. MAF AT 0�7--C}229 - PUBLIC INIF'Rt�V'Ei�1ENT THAT THE CONTRACTOR OR {ETHER AGENTS UTILIZE TRAINED PERSONNEL �,�QF S13 These plans sand specifications, and the NO. BY DATE D E S C R I P T 1 0 N ONLY. ALL WORKERS WITHIN THE ROADWAY SHALL. WEAR TYPE 2 CAL--OSHA �� f'N � ss/Q� ideas and designs incorporated herein, care Roberts }1 �� `� ��1 ��'a�4..1�1 HIGH-VISIBILITY VESTS. c P instruments of service prepared for the r 15. ADDITIONAL RESTRICTED WORK HOURS MAY BE IMPOSED ANY "1'1ME BY _47 �� ,,,� ��'� f.� construction of d in shown r in p and TRAFFIC CONTROL PLAN IC 36 � 4� * l rr shall not be used in whole or in part for Timothy F. Roberts THE CITY ENGINEER IN COORDINATION WITH THE ATASCADERO HIGH SCHOOL, � � ony other project without written authority �1V1� Engineer - ��E 3�3fifi p HOURS OF OPERATION. � of Roberts Engineering, Inc. �' CITY OF ATAS � R ,� �,��r�' 35.t �� C DE t� CA ,- Exp. 9/`30/15 Copyright c 2014 Timothy P. Roberts, 2015 Vista de la Vina 0. RobertsCIVIL � . Engineering, Inc. All rights -a:. Templeton, CA 93465 SHEET• N CA� S� �+I Y 1 L � v�rV C}�3t'S t�f Ili 4 +rt fi: Phone (805) 239-0664 OF * ACCEPTE:D BY: s drawing shall F , 1�8 '2014 C�' 1��`� hove this notice. Fax 805 23$'�i148 '"""'4.0 CAt TIM THY P. ROBERTS, R.C.E. 35366 EXP. 9-1 x-30 -15 ,, DATE cv X/ Email robertsenga�charter.net David Athey, PE, Lic 59384, Exp 12/31/15 DATE DRAWN 6ES1CNED B`. CHECKED BY: SCALE: JOB NUMBED SHEET NO: ' Y: C Interim City Engineer JM TR TR NOTED14-010 5 OF 6 } i y 1 �/ ��^"�.-.,111 �..,. � � -..+."•*rr.. �� ,/" , cam, ' --.: .r.�.�- ......- k 1l C rt0 a z , < J\,P" IIID ..- ' ,. ct— c.¢ ,.. .� CAD bt 6 f f 1 V �;<N ,, .� , D - " P ypprox jjfj ffJ/ 4 G. �� OH `` • CU 0 � 0 loop w.+ .�'''� int 3 0 k t 0 p 1 ,-- OD 0 IPA0 , '001� 1CIO i f 1 Ul Fir: i /""'' 'M+••.r'^`y� `� r,L 0 fi \ V) "J 0 CD r,. woow, Jr` 100 °"""" " ! �rw _ 1h#1lB S 'ww► TM ,,+ r � �(1 ...-.". >i� +\ \ •,,, , "'-..M .. FIR aim -7 \ \ \ M«.>,�+� � ) ^^amu+«. t — ...--"' .-__,>_ a . ....,.. `i ,. -- "w"""' . .� env 9+00 CO -- a , 4'F P AV E M E NN � �--� d 20 40 z 1 INCH 20 FEET W 1_01 N_-A NDRE-S Y-F N4J- L&- WG RECORD CEN ! £ I .�.. .-�'`a v CN EXISTING EDGE OF FIAV�MENT . rip V . -- CWV •— ""'' ,- ECO RIGHT CSF" WAY ,,�, � . - •'", � UTILITY NOTES. U11LITY COMPANY SIGNATURES 1. WHEN EXCAVATION BEGINS, THE GAS COMPANY SHALL BE NOTIFIED AND BE PRESENT DUE TO THE EXISTENCE OF THE HIGH PRESSURE GAS LINES. R E V I S 1 0 ISI ATASCADIE.RO MUTUTAL WATER COMPANY DATEPARCEL MAP AT 07--022 -� PUBLIC IMPROVEMENTS 2> POWER, GAS", TELECOMMUNICATIONS, AND CABLE TV SHALL BE These pians and specifications, and the NO. BY DATE D E' S C R I P T 1 C N CONSTRUCTED IN ACCORDANCE WITH THE UTILITY PURVEYOR'S HAND–OUTO tt E 1( � ideas and designs incorporated herein, are r' 1+1 , "' t" ISL t"8 I (( lbeirts CingUnCerUrl(g instruments of service prepared for the �" � (� 1 ` PACICAGE> p.G&E DATES p A. construction of work shown hereon and COMPOSITE UTILITY PL AN shall not be used, in whale car in part for Timothy P. Roberts 3. EXISTING WATER METERS ARE TO BE CONNECTED TO THE REALIGNIED ca �,�,,,; � zany ether project without written, authority WATER MAIN IN ACCORDANCE WITH AMWC STANDARDS AND AS DIRECTED 4>...f":t,, of Roberts Engineering, Inc. Civil Engineer -- RCE 35366 BY AMWC> THE GAS COMPANY GATE Exp. 9/3Ci/15 CITY O F A TA S A D F R , C A # �1r Copyright c 2014 Timothy P. Roberts, 2015 Vista de la Vina Roberts Engineering, Inc. All rights Templeton CA 93465 SHEET: reserved, Copies of this drawing shall ACCEPTED BY: ' AT&T TELEPHONE DATE CfV1t� yQ" g �_':' Pl Templeton, Phone (805) 239-UD mm"—ftrai" 0664 hove this notice, 1 O CAO. Fax (815) 238-6148 >� ; HY P. ROBERTS, R.C.E. 2-16�_2614 C.5.0 C E 35366 EXP, 9--3t}-'t ` DATE Email robertsencharter>rnet {v CARTER COMMUNICATIONSDavid Athey, PE, Lic 59384, Exp 12/31 15 DATE` DRAWN BY: br-SIGNED BY: CHECKED BY: SCA�.I�j:�, JOB NUMBER SNEER N, " DATE ,Ir�tt rim City Engineer M TR T NOTED r 14--010 6 OF �;