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1993 - Del Rio Road , El Camino
_ CONSTRUCTION PLANS FOR PUBLIC IMPROVEMENTS O. 21007 EL CAMINO REAL, ATASCADERO i SAN LUIS OBI SP O COUNTY, CALIFORNIA SHEET INDEX CITY OF ATASCADERO - PUBLIC IMPROVEMENTS Ni 1 TITLE / INDEX Road \ - �� 2 CONSTRUCTION NOTES / STREET SECTIONS cn EL CAMINO REAL alo Roan 3 EL CAMINO REAL SURFACE IMPROVEMENTS - STA. 5+45 to STA. 10+00 . � 4 \ w .._ a ..... 9 t>c,f Rio G !\ r4 EL CAMINO REAL SURFACE IMPROVEMENTS - STA. 1 Q+QQ to STA. 15+29.51 �r. 1 ` 1 c=; .�, Jaa `7th, C c•11i+it f''c \` l � --- I I H BLDG c _ cook+ J d!(''r �`\e , " ` < H° 5 EL CAMINO REAL SURFACE IMPROVEMENTS — STA. 15+29.51 to STA. 20+72.01 �c L, tqo, Qo yu Aft,� l ` ,, � _,_., - e� Jaa S �j/tif9 f°arl 1 ' J 'i `� o2 r �G " d Q� j0 (�F� n o Ca Jw 7.r �e a A f _ _ HON e 1 1 VF ,j ?a", 4 Off' n, c q a g 1 1 / "c' C 0 SURFACE IMPROVEMENTS, - STA. 20+72.01 to STA. 26+33 fi E L A M I N REAL U R F A E 7 DEL RIO ROAD SURFACE IMPROVEMENTS - STA. 22+75.71 to STA. 25+96.80 i1 n " N 7r - • _p BUILDING 1 T i MONTEREY 2�- 'fin, 7 O/ur/yV t0 Q =- ..A.or» /3 tad ROAD t.ur>.,., ac Q ro "� 8 DEL RIO ROAD SURFACE IMPROVEMENTS --- STA. 25+96.80 to STA. 28+45 9 I,c,d R` S(fi(> l rdGl i5i n9v0 G Fl t 5 s Z a .� O Ave .., . cQ G^' O p• n n`' rsU �� �, ' { w ,�o Cvtt"rt - 9 EL CAMINO REAL UNDERGROUND IMPROVEMENTS - STA. 10+00 to STA. 1529.51 o X r.o O { y 9 a„rlurto Av u v w .,. Q, v. a w ' -9, LAN �`� •• ti >C - Ce6 pry < Z No ``'-- ltd EL CAMINO REAL UNDERGROUND IMPROVEMENTS -- STA. 15+29.51 to STA. 20+72.01 �/Hr"CJ ARM I.Af'V �� iry A�.P RFq J'>,, s Scyr*f.a JR.Ni(;°iSr. ft Or /lei 9 aptd+eta Road /, Avc'' ci < t, 7•Gr, f b w ry \testi e a.Nall /R �P H if Y 1 1 9, Pyt:=��: s �L z� ��ds�iE SY �4 Sr, 11 DEL RIO ROAD UNDERGROUND IMPROVEMENTS - STA. 22+51 I to STA. 25-+-96 r H r c as a `lt'�j tiALL �?rb ^a . q 'S1 At:il ll ASG' yrs 12 RAMONA ROAD STORM DRAIN -- STA. 7+00 to STA. 12+35 VICINITY MAP -SITE IAS' 13 R AM ONA ROAD STORM DRAIN -- 12+35 to END SCALE 1" = 100' LEGEND 14 DETAILS - CITY OF ATASCADERO --.,-'.J .-•� TREE CANOPY roc �,e 4�1vc C 0 ti C R E . 15 DETAILS - CITY OF ATASCADERO - CONTOUR LINE MANHOLE ® VALVE FLOWLINE 18 DETAILS - MISCELLANEOUS -- EX. SIGN rc TOP OF CURB - -'°-- - -- ` - EX. EDGE OF PAVEMENT 3�r�sriti�; � ���� FIRE HYDRANT 17 DETAILS 'ADFRO MUTUAL WATER CO. - -- CENTERLINE OF RIGHT-OF--WAY POWER POLE o C LTRANS IMPROVEMENTS t, 1 8 GRAVITY MAIN STREET LIGHT 1 DETAILS NOTES -- CALTRANS SOUTH-BOUND RAMP INTERSECTION tt _ / / 4 FORCE MAIN x -x- EX. FENCE Q , - 6'141!114 GAS LINE 1 G(J7" 5 LOPE 2 '` " .' ^'`" D!TCH -- EAST SIDE HIGHWAY 101 -- -- 2-TELEPHONE CABLES ., , ._..... alArIIV,!' GAS LINE S TOgPl DKKA/hl MANNot. _ M„ h.> t ,_. _ Y 01 .J r , b ow `NATER METER BOX 4 DEI O ROAD -- NOR71 Nr3ON �;,- 04 GAS METER BOX 5N 5 EI_ RIO -- xS841 EX. SPOT ELEV. D 0 ROAD STORM DRAIN 6 DETAIL_ SHEET IV BENCHMARK. `'����r.��J S Y(y�sf�,� �TS "846.1" CHISELED BOX IN THE TOP OF THE NORTH SIDE OF THE CONCRETE BASE FOR AN AUTOMATIC SIGNAL AT MILEPOST 22.7.7 ALONG THE SOUTHERN PACIFIC,. PROJECT Exp.2s�as "1,95 RAILROAD 1.0 MILE SOUTHEAST FROM THE STATION AT ATASCADERO. � ELEVATION: 845.671 COAST AND GEODETIC SURVEY SEA LEVEL DATUM OF 1929. OF PER THE CITY OF ATASCADERO TOPOGRAPHIC MAPPING OF EL CAMINO REAL BY PENFIELD & SMITH DATED 11/11/91 CITY ENGINEER APPROVAL UTILITY COMPANY APPROVAL TITLE INDEX °` � - 7 '3 -Z -R 3 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET T.B.M. a 87 9 . 12 REBAR WITH PLASTIC CAP . STAMPED '°AVCP`° STA. PACIFIC GAS & ELECTRIC CO. _� ^� DATE 19+43 . 36 EL CAMINO REAL 30 . 36 ' ,- LEFT of CENTERLINE. �� 5r v�n� 1j. 15 97413GOLDEN WEST DEVELOPMENT CORP. & CALIFORNIA FACTORY STORES REV. D r R P ION DESIGN ,c TY " _ D PACIRQ BELL ' _ _ _ _ ENGR. DATE ENGP.. DATE DESIGNED e - UESTENGINEERING .._ ,f �-' SOUTHERN CALIFORNIA GAS t,OMPANY 6717 MO(�RC� ROAD_ L2ATE_ .._. , ATASCADERO, CALIFORNIA9342 JOH NO. (805) 466-6827 , µ FALC ABLE TV DATE 2-005� w. UAMI ; 0 REAL FAS1110 N Ot TLET ' SHEET ASCADERO MUTUAL. WATER COMPANY._,. TE _ %JOHN FALKENSTIEN R.0.E. 3 7 60, EXP. 6/30/94 )F . -.... ,...., k. „-,.•„>,F , ,x H,.... .,M_., ,,:, ...,, M..a., ..mw:PFa. ,gym _. A CONSTRUCTION NOTES STREET CROSS-SECTION NOTES /�'��✓ 4- 1 . NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS 24 . CONSTRUCTION GRADE STARES SHALL BE SET BY A REGISTERED CIVIL 50 50 APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINFERIlTG ENGINEER OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF 1 . ALL STRUCTURAL PAVING SECTIONS SHALL BE DETERMINED BY THE "R" VARIES 12' DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTIrTG CALIFORNIA. VALUE OF NATIVE SOILS AT SUBGRADE AND TRAFFIC INDEX = 7 . 0 AND CONSTRUCTION. ANY CONSTRUCTION DONT: WITHOUT APPROVED PLANS CSR SHALL BE CALCULATED BY THE SOILS ENGINEER. ESTIMATED 8' 3' MIN. VARIES 8' PRIOR NOTIFICATION TO THE CITY' S ENGINEERING DEPARTMENT WILL PE 25. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER STRUCTURAL SECTION IS 4" A.C. ON 8" CLASS II AGG. BASE. REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER' S RISK AMD APPROVED BY THE POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT EXPENSE. DEPARTMENT. 2 . EDGE OF PAVING AND TOP OF CURB GRADES SHALL BE IN ACCORDANCE WITH PROFILES. 2% CROSSFALL ON PAVEMENT WIDENING IS TYPICAL. I ...�-•-�5% 2. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO 26. ALL WORK SHALL BE COMPLETED PER SOILS REPORT BY PACIFIC _ I AND SPECIFICATIONS AND ALL GEOSCIENCE DATED 4-27--92 "R°' VALUE = 72. 3 . ALL ASPHALT AND AGGREGATE BASE MATERIAL SHALL BE IN ACCORDANCE ---- """��� Z:/ WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERIIIG WITH CALTRANS STANDARD SPECIFICATIONS . ASPHALT CONCRETE SHALL 8 DEPARTMENT. 27 . ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH GRADE IN BE TYPE B, AR8000 , 3/411MAXIMUM AGGREGATE AS DESCRIBED IN 8 . �9LL /`��IT��'/�IL.� .�iS/,p /y�T�i�'/,9L 7�$7"/�4/� �'//,qL� 45 �D�/�' �/ W�� PAVED AREAS AND TO 3" ABOVE FINISH GRADE WHEN LOCATED OUTSIDE OF SECTION 39 . AGGREGATE BASE MATERIAL SHALL BE CLASS II AS 3SHOULDER. / (7M��. ROAD SHo LDE R. DESCRIBED IN SECTION 26 . EL CAMINO REAL ---- STA. 5+45 TO STA. 8+15 WW711 G/T7' 67',V11010406 A/Y® �f�G'//�/G/�T/D/4�ty' ��CT/,O/(/ .0,3 , 4 . A FOG SEAL SHALL BE APPLIED ON ALL NEW AND EXISTING N.C. FROM STA. 23+70 TO STA. 26+33 ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR TO PLACING MATERIATr.OFSTA. 5+45 TO STA. 26+33 ON EL CAMINO REAL AND FROM STA. 22+50 , TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE O 50 50 MATERIAL. TO STA. 28+50 ON DEL RIO .ROAD. ALL FOG SEAL SHALL BE APPLIED VARIES 26' IN ACCORDANCE WITH SECTION 37 OF CALTRANS STANDARD 4 . COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL ATTD SPECIFICATIONS . } 8' VARIES 12' 14' 8' MATERIAL PLACED AS SPECIFIED BY THE. CITY ENGINEERING DEPARTMENT. WATER MAIN CONS'T'RUCTION NOTES } SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER Arrn 1 � APPROVED 1 . PLACE MEDIAN CURB ON EXISTING ASPHALT PER CALTRANS STANDARD BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACITIG 1 . WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND THE SITE A�7 TYPE B-3 . ----------- OF THE NEXT MATERIAL. HAVE BEEN BROUGHT TO SUBGRADE, AND COMPACTION CERTIFICATION, ---------_ 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTIGar12. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL SEWER MAINS 2. CONSTRUCT 6" CURB AND 18" GUTTER PER CITY OF ATASCADERO 8 g OF 95% IN THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION ACID AND LATERALS WITH A MINIMUM OF ONE FOOT OF VERTICAL CLEARANCE, STANDARD 418 TYPE A. ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZOITE UNLESS OTHERWISE AUTHORIZED ON TITS PLANS. MENTIONED ABOVE AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO3 . CONSTRUCT SIDEWALK PER CITY OF ATASCADERO STANDARD 419. EL CAM I N 0 REAL -- STA. 8+15 TO STA. 9+40.36 90 RELATIVE COMPACTION. 3 . ALL WATER MAIN FITTINGS, TEES , VALVES, BENDS, ETC. , SHALL HAVE FLANGE CONNECTIONS WITH ANY ADJACENT FITTINGS . ALL GATE 4 . CONSTRUCT CROSS GUTTER PER CITY OF ATASCADERO STANDARD 421 . 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS , VALVES SHALL BE RESILIENT WEDGE, UNLESS OTHERWISE SHOWN ON THE /L� MEDIAN ISLAND Wirth l. N��G�If �'DGK WHEN COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR PLANS. 5• TO THE REQUEST FOR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE - 50, - 50' PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINSSR 4 . FIRE HYDRANT ASSEMBLIES , MATE VALVE BOX AND ANCHOR, AIR 6 . SAW-CUT EXISTING PAVING EDGE. CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHAT,L RELEASE VALVES AND THRUSTBLOCKS SHALL BE CONSTRUCTED ITT BE PRESENT WHEN THE FINAL INSPECTION IS MADE. ACCORDANCE WITH ATASCADERO MUTUAL WATER COMPANY STANDARD 7 CoN�'TRUCr AG D/K� P�,,q GiTr O� A7,_ a44,,O�KO �'T•9rS/C�'.k''C.� /8. I A E APPLIED IF DIRECTED DRAWINGS . 12,8. G� Ty�G�(• CL�Ss �- A��'��'�'E�A�cc ,r3y�Lc �y�U�p�� - -- 34 7, ABASE PRIME GOAT SEAL OR FOG SEAL WILL B 42' 8' BY THE CITY ENGINEERING DEPARTMENT. ' 5. PVC PIPE SHALL BE CLASS 150 AND SHALL CONFORM TO MEET THE8 VARIES 2' � � 8 . AN INSPECTION AGREEMENT IS RE UIRED PRIOR TO THE ISSUANCE OF REQUIREMENTS OF A.W.W.A. SPECIFICATIONS 0900 FOR 12 INCHES AND AN ENCROACHMENT PERMIT AND START F CONSTRUCTION. SMALLER. Y. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROTTITID 6. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH GRADE. 8 FACILITIES WI'T'HIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AtTD OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN ATID 7 . THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS TO EXACT 941/ EL CAMINO REAL -- STA. 10+68.45 TO STA. 13+17.01 THEIR LOCATION WHERE SHOWN IS 'APPROXIMATE. THE CONSTRUCTION LOCATION BY CENTERLINE STATION AND MAIN DEPTH OF ALL WATER EL CAMINO REAL -- STA. 16+30.51 TO STA. 18+27.01 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE FACILITY APPURTENANCES: VALVES , TEES AND OTHER FITTINGS , RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUTTT) METERS , AND OTHER PERTINENT FEATURES FOR THE PURPOSE Or, UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM DURING PROVIDING THE ENGINEER WITH A BASIS FOR AS-BUILT DRAWINGS . CONSTRUCTION. A "W" SHALL BE CLEARLY MARRED ON THE CURB FACE FOR SERVICE; � _ _ 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF LOCATION. 50' 50' CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT 8 . A CONTINUOUS TRACER WIRE SHALL BE PLACED OVER THE WATER MAIN UNDERGROUND SERVICE ALERT (U.S.A. ) AT 1--800--642-2444 2 TO 10 DAYS AND BROUGHT INTO THE VALVE CHAMBERS FOR TESTING. PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF II ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACTT 9 . THE CONTRACTOR SHALL FURNISH SUPPLIERS ' CERTIFICATES STATING I 34 , 42' 8' COMPANY WILL BE PRESENT DURING EXCAVATION. THAT ALL PIPE, VALVES, FITTINGS , PROTECTIVE COATINGS AND ALT, 8' 8' VARIES 8,_ 8, 12 5 OTHER MATERIALS COMELY WITH THE SPECIFICATIONS ANI) ' 11 . A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN TitsREQUIREMENTS OF ATASCADERO MUTUAL WATER COMPANY. ��. . PUBLIC RIGHT"--OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND TTIE INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START 10. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN OTI _ 05 OF CONSTRUCTION. THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE $ ONLY. THE CROSSING OF THESE UTILT.'T.'IES WITH WATER MAINS SHALL EL CAMINO REAL -- STA. 18+87.01 TO STA. 19-+-56.25 12. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING ONLY. BE AS SHOWN ON THE PLANS . CONTRACTOR SHALL HAND MEDIAN WIDTH VARIES STA. + . 0 TO 14+37 . 01 DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION OF WATER MAINS IN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED ORDER TO VERIFY LOCATION AND DEPTH. WHERE WATER MAINS CANNOT 18+27 . 01 TO 18+87 , 01 BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR 11AY BE MAINTAINED WITH AT LEAST' 36 INCHES COVER AND 6 INCHES 19+56 . 25 TO 19+87 . 01 ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS . TITE CLEARANCE FROM THE UTILITIES , UNLESS OTHERWISE SPECIFIED ON CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO TITE THE PLANS , THE ENGINEER SHALL BE NOTIFIED AND THE WATER MATTI ___ __ SATISFACTION OF THE INSPECTOR. DEPTH WILL BE ADJUSTED TO MEET THE NECESSARY DEPTH ANT) 50' S�' CLEARANCE REQUIREMENTS. 13. THE CONS'T'RUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE 11 . LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES AND _ APPURTENANCES ARE APPROXIMATE: WTTE E CON14ECTIONS TO EXISTING: 34' - 42' 8THESE ' CONSTRUCTION PROPOSED IN THESE PLANS AND SPECIFICATIONS FOP, TI1E _ PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS . LINES ARE TO BE MADE, AS SHOWN ON THE PLANS , CONTRACTOR SHALT, I 8' 8' VARIES 12, 6, 2, 5' NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CI'T'Y EXPOSE THE EXISTING LINE AND NOTIFY THE ENGINEER OF LOCATION, ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. ELEVATION AND TYPE OF PIPE AND/OR FITTINGS PRIOR TO ANY ---- --,. .. CONSTRUCTION. 14 . THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO 10 05 DETERMINE THE R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX 12. PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN SERVICES AND DESIGNATED BY THE CITY ENGINEERING DEPARTMENT OF T. I . = 7 RELATED FITTINGS ARE INSTALLED PROPERLY AND ALL METER BOXES ARE SET TO PROPER GRADE. NO PERMANENT CONNECTIONS TO EXISTING 15. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD WATERLINES SHALL BE MADE UNTIL ALL PRESSURE TESTING Atli) OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND BACTERIA TESTING IS COMPLETE. TEMPORARY CONNECTIONS MAY Ear CAMINO REAL STA. 14-I-37.01 TO STA. i 5+29.51 -- ENGINEERING DEPARTMENTS . ALLOWED FOR CONSTRUCTION PURPOSES , HOWEVER, PROPER BACKFLOT-T PROTEC'T'ION DEVICES WILL BE REQUIRED. ' 16. ALL UTILITIES RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLD 50' 50' _ RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. 13 . THE ATASCADERO MUTUAL WATER COMPANY IS TO BE NOTIFIED OF ALT, WORK INVOLVING SHUTTING OFF WATER AT ANY TIME FOR ANY REASON. 17 . IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINES SHALL BE PRESSURIZED AND PROTECTED FROM BACK-FLOI-T34' _ LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO ENTER LINES . } � 42' 8' DEPARTMENT. IF HE FAILS THE ATASCADERO MUTUAL WATER COMPANY SHALL OPERATE ALL VALVES 8' 8' VARIES 12' DESIGN ENGINEER AND THE CITY ENGINEERING DEFART � TO DO S®, THE CONTRACTOR STIALL BE RESPONSIBLE FOR ANY ERROR_ IN TE IN THE ACCEPTED SYSTEM. 5 IT _ � GR.ADE_'AND '1$ECESSAR.Y RECONSTRUCTION TO CORRECT SUCH ERROR. 1$. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE14 . BEFORE ANY PRESSURE TESTING IS DONT; FOR INSPECTION, THE SYSTEM MUST BE COMPLETED PER ATASCADF:.RO MUTUAL WATER COMPANY CITY/COUNTY STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT 8 STANDARDS ; ALL SERVICES INSTALLED AND TO GRADE. ALL MAIN LINE STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. CONTROL VALVES MUST HAVE CHAMBERS SET TO GRADE. ALL BLOW-OFF , EL CAMINO REAL - STA. 15+29.51 TO STA. 16+30.51 THE STRUCTURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING AIR VALVES AND FIRE HYDRANTS MUST BE INSTALLED. FINAT, DEPARTMENT PRIOR TO THE PLACEMENT OF, BASE. EL CAMINO REAL -- STA. 19+87.01 TO STA. 20+77.01 PRESSURE TESTING SHALL BE DOME AT THIS POINT. CIiLORINATIOTr 19. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE OF COMPLETED SYSTEM REQUIRES 48 HOURS BEFORE FLUSHING . CHLORINATED WATER MUST BE REMOVED. BACTERIA TESTS WILL TART PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND .._,___.� __ SURVEYOR IN ACCORDANCE WITH CITY' STANDARD DRAWING M--1 ANA MINIMUM 48 HOURS .D AS 1 _ ____.__ _ _____�_ 48 144C�' ' ' __ REQUIRED BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. 15. IF ANY TEST FAILS , RESAMPLE OF THAT LOCATION SHALL CONTINUE 20. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT DAILY UNTIL TWO (2) CONSECUTIVE DAYS OF PASSING WITH A MINIMUM _-- 14' S OF WAY SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM TETE OF 48 HOURS FOR EACH TEST. THIS IS A TIME CONSUMING PROCEDURE 3' OFF-SITE PROPERTY OWNER. IF `VESTS ARE POSITIVE AND COULD RESULT IN 48 HOURS OF 7 3' � 1 RECHLORINATION BEFORE RETESTING. WATER METERS WILL BE -2i 21 . NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY INSTALLED ONLY ON AN ACCEPTED SYS`T'EM. © OI� S�C COMMUNITY DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, '� �,��.SYtp,�, EXCAVATE OR IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. �`y s�F 29743 22. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Exp "WA.5 ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED L RIO ROAD - STA. 22+75.71 TO STA. 24-+- 1 .23 TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE THIS JOB SITE DURING THE COURSE OF CONSTRUCTION FOR T T S PP.OJECT W Cr�1.1��4 INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED CITY ENGINEER APPROVAL TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CITY OF ATASCADERO AND THE DESIGN CONSTRUCTION NOTES STREET SECTIONS PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN __._ 7-Z 3-`�3 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING a �v�/ ✓. ZU TES rQ.0 E . 297 .3 GOLDEN WEST DEVELOPMENT CORP. $c CALIFORNIA FACTORY STORES LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. 77 REV. DESCR PTIO ENGRN DATE N R. GATE CITY .. r �� DESIGNED 23. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES . ....j,. CUES', A ENGINEERING DRAWN TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK.. 671 CALIFORNIAMORROAD URE SHALL BE PERMITTED UNLESS PREVIOUSLY ATASCADERO, RNIA 93422 NO STREET OR LANE CLOS JOB NO. M ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. ,� � �� ��,'` � r� (8{35) 466--6327 92-0 0 5 ry _ . .� SHEET ,rf JOHN FALKENSTIEN R.C.E. 33760 EXP. 6/30/94 Of= 17 r CYgV6 DATA A56 64 51. 67 ISS. & A . m V . cr_ Lij CL ,;10 N vt z Ld m vt4 0 ............ ------ 3) T (0 ............. f;y* 0 -1EA a� klLEADM�� L sow- W6 7 ArR ......... ..... ------------- N 0 0 0 0 00 0 IN4. 40W(IrRtle 7, .......... ........ ------- ...... ------- ............ ----------- n 0, A z ui cl CL FF CALE C';AM I GRAPHIC S N^ REAL 20 0 10 <<\ .4114e:7 7 (IN. FEET)' PLAN 1 INCH '20, FT 7 SCALE /0 t 1 t .......... 0400 40 CITY ENGINEER APPROVAL ........ EL CAMINO REAL STA* 5+45 to 10+00 -Z _q 3; PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET )OIZP GOLDEN WEST ,DEVELOPMENT CORP. & CALIFORNIA FACTORY' STORES 2943 DESIW CITY few 4RfPTIOW REV. DESC ENGR. DATE ENGR. DATE DESIGNED DRAWN -STA ENGINEERING UE 6717 MORRO ROAD ATASCADERO, CALIFORNIA 9,3422 JOB NO. —005R 92 (805) 466-6827 �V SHEET q3 6/3OL94 -3 OF 7 JOHN FALKENS C.E. 33760 EXP, F C Atl� -------------- ...... ------ ....... ------------- r, GUfC vie VATA, q3®04 97 055.00' 156•8Co' ✓10,13° 0 6+'7 55'®,3i° 36.00' 19 r.87' 32.D3' � , DRq/NI149 �/t/G l r AE6 gyc_�r i' W $0 4� 3I 30.®0 4•x.3® 25. �3 � Sip �!�` �4°° 3D•®D, �-3.�t' Z•lio•✓�` POLE TO �E R�GOG�T�.D - I 0 gqous or1 0!:;9 o, aeale4r1471v I I I y DEL �c'�o ,�D � Ste' ��T S Ti�AryS/T/O�/ ✓�'yDULD�R TD 4° vl/lrs9Thl RT, f' C '0 �- � f�4e ORA//V/f, 6 W. _r C�'k•9G7� ,C7R/�/� f��iC'�O.�IC�✓ �f1 TO f l AV�4/�/ q p . 4 ,. l n..... .. ......... .. , .... ....... .. ...nom 6e (/ .�D� ' 6,CJ C- D NeW f'h�v/Nelf_. I� 11!5.06e a,,= mew fJ4�'/NC i " GO T !/ Ey � /Rr9G / ,a O / r N � p > , Ai�NDD/ /N PI�C� �. , ,9wCf/T i�ri�� ��9viN� Dc g�S M�,c�/.qiY T"�9PER Q�EElA�G �yE�7 i� Q Ar ' U1G' ANC' RMOC/ X/a 7/M� ` �t gaol N q, h 116W,4 Al,114 �.. 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(�S$ Q RC1 Q qp - CITY ENGINEER APPROVAL 'INN ESSI EL CAMINO REAL STA. 10+00 to STA. 15+29.51 5 a•�o8 oswAom � J� Fs�,c - PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET =o®® X-l�U7T �LOGf/L//Y Q �,` � �`.� ,� r'�v�!v ✓. y� r�rz �t-c.c-. 2973 GOLDEN WT.,DEVELOPMENT CORP. & CALIFORNIA FACTORY STORES C� 29743 DESIGN CITY : p ' REV. DESCRIPTION ENGR. DATE ENGR. DATE DESIGNED E 313Q6 { k `,, L3? , a4 CUESTA ENGINEERING CIVIL DRAWN CUk l C'� U�'/� /�''ll �' ' m �p s r ,, �' ` 6777 MORRO ROAD f r A ASCADERO, CALIFORNIA 93422 JOB N0 .1 » s . (805) 466-6827g2-o 92— RTCAS SHEET JOHN FALKENSTIEN R.C.E. 33760 EXP. 6/30/94 OF l 7 QA7-A M114,60Vr WA9111,$ 446N7471 4949 e6-047' 647.Z7 Z6.40 Z6.470' �59.Z 7' 0 6,.t5V Z6 �34-76 N, 0 vq 41, p� z rl 2 N Ilk N �'q% L% Y _x- FN (WRAfef TrPE) selne /,o az T T T T U, /4/-f rRj 1,C 7' IV 9 -rllg4l, (11A 14 M4 e rx I/V 11r "A T F.R .......... XN 40 L .............. ........ . . . ..... ........ ...... MEN `mom ................ ........... .......... ...... ...... 06 74 4 4#r �A9114)V eOl�P6 aAl eX141TIA14 A e. C) 0 0 k Z§ Oct, 4 44 T)"A16 5 70. 67 7"KP4 i P.: 6 3 010( 7PAI zo Palo 7' Afi 7' T T T T T .......... M5t -r- 2a,v AE 4011erle 47 4 IK d4144117' 4 &2 , 46-50 41-17- AO EPHL Yr e7 5;ry N 710 ele� ,q % J. L 3S N 4 "mom 7p 7 Ej . ..... 7p 7 uuy.19j, �V IN, k 1,A) 01 0I L% D K OZ k )Q GRAPHIC SC 0 0 IN REAL CAM N 1% 1+ HO S) K (14�rEET) Ilk tq-, I % fe I. INCH,,,, 20 1w Owl** 17 A SCAL 20 :14 'E� _(KA ......... Ilk t) ks ............. K—, T 7 .. ... ...... ........... .... .... k,, N _r_, V/_ 4076 . snow- ........... ........... .......... ........... 467* At, X ZA/ + 6; Lm ................I _NX tL, 676 Z67 NS lea" wr 41-- N '*N VA� N.1 - N NL "K + �e,4_A- 7,7 in \10 67 k N IN N1 ;I kz, f4t i37 ............. 10h WA(_-.: wll� . ................ .......... PON ....... ...... I/ 4,Z L 46 777' __F 2W L k I*l_ll__I I'_-1-,-_,I I'�................... 407+ CITY ENGINEER APPROVAL .............. ....... ....................... STA* EL CAMINO REAL 15+29,51 to STA. 20+77.01 .............. .............. Z3-13 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET lF>7-4V91V 2 9 7 1-13 ,W OPMENT CORP. & CALIFORNIA FACTORY STORES DESIGN 29743 CITY V. ESCRIPTION w ENGR. DATE ENGR. DATE DESIGNED E)p.,3610" DRAWN CUESTA ENGINEERING 6717 MORRO ROAD CIVIL F C ATASCADERO, CALIFORNIA 93422 JOB NO. Z (805) 466-6827 'A 92-005RD' SHE T Na 33 i6c) L T", 7jOHN FALKENSTEN R.C.E. 33760 EXP. 6/30/94 )l< fA ................... j in + R rk/w 10 d ... .......... CL� CL I CLI op till < W 14 -4 1 ;6:� �80 Ln uj X bt.- z w 1�b "1,-_ 1 1, 'r N A-� ko t.0 00 5� I In(10 0 co 6% co V, 1 67. 2,19 rn 00 W __j E5 ilo + 00 c*4 G)R t V E,VY A, StA 21 AfN-lR0A(',-H 1�, 21+7 2, Y DRIVEWAY AFIPPOACH STA. (0 60 L0 ly- T. + 14 6 60 40 C14 970 60 eAL-7*zw6 4e�� l'I" ED < ..... ........ _4 4: t 0 z LLJI k 7 efS,r- _4 S rRI Ile MRW 11W 011V4 6164c r/aIN/ N_ NN 0 �N 0 0 c) 0 0 0 0 0 + + c\j LO C14, N N 0000lwvoI 4j, OaN6rgdeT NekV b7_glJer��41_A. 4r 7 4 V? R7 (.0 -7 N vj el7->- 7D. 4—1E, K w k! N D 0 4? t "EAL GRAPHIC ,SCALE , EL AMIN (IN FEET) PLAN IN .20 FT SCALE 1. 20 --------------- 460, 7 5 41�w� N N ilk 01I 41 a'01Z 7 NJ r111 4! o 9 7 42%402w,4IN4 e 6746 777t 7k' L 1-7 1,�- -----------N% 'o 6740 '011........ film 46=_a. 40,�r7 NO Bill 7 CITY EN EL CAMINO REAL —' STA. 20+77-01 to STA. 26+33 fide, -7-2.1 f" PUBLIC IMPROVEMENT PLA ASHION OUTLET - V61V i�7 6 R-c-le. 91? 3 GOLDENAW4!!�VE LIFORNIA FACTORY STORES DESIW REV. DESC-dybm�T Ty DAIE �DESIGNED WG& DATE IN 'WAG T T PRO].LE- , ENGINEE "ING 67 A2 17 'MORRO'ROAD ATASCADERO, CALIFORNIA 9,3422 '20" HORIZ r kL Vt- JOB,NO-. 805) 466-6827 005RD 4 \v011 CAL SHEET ............ OHN FALKENSTIEN R.C.E. 33760 EXP. 6/,30/9+, OF 17 ------------- 'Xi�,"'Vx","I, ....... __e....... YV J: j, X 1 won=wasomm"Mummom tell OWL tab T7, N Ikl' _lkll 01 A �41 if if _7777-777 A%. -XI z. N Q) ,_V Zo, A 4w 7%� 7L4.11 A", ISE 0-11 Zli 'Ar -zz, vj� 0 �A kN g t>,AW t AY 46 7, 2z_JV_.f9.649 4�5rellqr rf, eg' 6 7 ;Vr zo w e L e4 W. T _1 IL 97z e.4 r 7 4A 16. 90 �W-0-67 &5190 &Z V4. zz+76.7/ /1 .!P7 lc::P ell r -9 71,'7 7 4 ,e 7Z.0 7 7A 74 W 11WA,0 W4 lz 0 eam,erRW 7' -45 1.!5`7 Wa- 10'OVV 4!5 .07 11114 N t00 7-0 Y4 ICKA /.y Z4 /Z r43 7 7W fj 5 7 A 77 545C/&-�S ee6lAl �r.4 ZIVV /0 1J!5�'1VV _-:,r 0*40'&a N tr 4?Af re 7W t /4f'W1 ................. rIek 0 ...........1......... (4065. KIO 00 .................... ................. lz tA r 71 aolIv a. '6�v e7 404= 9z/z2F,< e17,Y� eM. 0 M o --i o U33 Z z 0 m z NIL e4w > > CO 0 0 Ln--i z z 0 x 0 CO bo 1-4 Co 0 I I "(o L4.2 W) C) 0 OF VA9166 vApete6 —4-1 3- Z'j ---------------------56�5 .1114 7' 13 'o�ae aeINIr6 W171 '49 aAl /241V 111,W e rx.1;7N N 0-7 74, 00-7 00 N +C)Ir Illllvh 4�6 - - _ - - - - - - - -'014V WA 7FR w I0 7 II"IVY 14,ij IAI 0 tIIR!N >N I 'N vv GRAPHIC Dt4 At%' AD, Rl R^ 20 110, 30 7(IN FEET)20 FT PL&N. I INCH SCAL E I ------------ ------- ----------------- ----------I'00,00 .......... ...... ......................... ........ ............. ................owmao ..................... +............ ------------7, I....................... .............----------e ............... ............ ...... ................. I .......... ........................-........... ...... +....................... 7+ I-------------------I ? vv:71 I .. ...... ........CITY-E RGINEER APPROVAL-T' ...... STA. , 25+96.80 to STA. 28+45 DEL RIO ROAD PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET'2 7 Z/3 GOLDEN W ENT CORP. & CALIFORNIA FACTORY STORES ........... .................. L lfdr>rJ5�� _E.Uo�VELOPM 5-E—SIGN CITY............ DE PTIO P_REV. SCM K�; 0 DESIGNED ENGM D _eM. ...DATE UESTA ENGINEERING IDRAWN------------------ 6717 MORRO ROAD A SCADERO, CALIFORNIA 93422 JOB,NO. II -6827 rm (805) 466 —005RD 9� SHEET 7 JOHN FALKENSTIEN R.C.E. 33760 EXP. 6L30 OF�I .......... �7 IHr c 0 T T T wv FH(PIHARf �Pll W w 7,e6 o-Z4-,9z 016�4 k e_)rT6:1V2510A1 n171sle 0 t I+I %114 JA ilA'I.4 T ------- L .............WA G 17 7�------------- P:4/ ......,4�-A 10V41 �Agj�, 49 I0 S A ofo IAw eIrr e $1186 r L/ 4 T 0 25 VW 77 t 70 e7Y O r /vp Aff loag 7)Ar9`1e%Ile Ff X, 4 20 TT t4i /+I +IIII..........on N 572 467 2 W........... I ........... ----------........... ol t ?A......f .........!hop: I............ ..........II --------------I .......... ......——----,41 ........... IIIr..........I ----— IITY,ENGINEER APPROAL-714 UNDERGROUND IMPROVEMENTS + EL CAMINQ REAL STA. iO+00 to STA. 15+29-51-MINO REAL FASHION OUTLET ---------- __7 PUBLIC IMPROVEMENT PLANS for CA GOLDE MENT CORP. & CALIFORNIA FACTORY STORES 46iV N WLjT=jD _EVELOP DESIGN CITY IREV. DESCRIPTI GR. DAIE ENGR. DESIGNED ERINGDRAWN 6717 MORRO ROAD IATASCADERO, CALIFORNIA 93422 JOB NO......... (805) 466-682T —005RD 92 -7 4,4 SHEET -- -- -------- R.C.E. W6.0 EXP. 6/3 4- 1 'q OF 17 0/9 JOHN FALKENS11EN -7 -A4 I -H u 7 7 7 .44!5e 441VIM0 /,5? 4 0 C)0 0+ +Go U-) 04 4'41 1X' T IT T ---*e jalrle �5,eW4v_ti) a661 af 7,e AWZ1oc* AI*5r Wk 7&.46* Ira 4 x e'6 7600,9.Y ale r x:raf ;!meeer 41.4wr-3! fie 7, fne ew V 40 IN S- A G, APHIC'�,' _ I I - �_ ,��li � - N 20'K IFNI lt% - CAM N[N N N HOUSE ("IN,,,FEET IN CH,- 2-,O,'FT PLAK S ALE 17 I .........676 --------I 46............w/lZog 4e Ir1aA1 1 67 UAW=--MOONS"........................ 467 IN V- ---------.......... ------- CITY ENGINEER, APPROVAL UNDERGROUND IMPROVEMENTS K -EL CAMINO REAL STA. 15+29.51 to STA. 20+72.01 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET �sre V6/V 9177/ GOLDEN VELOPMENT CORP. & CALIFORNIA FACTORY STORES W_E51vw2_E DESIGN CITY REV. DEqrPIPTIC)N ENGR. DATE ENGR. D DESIGNED Ex ,MIO FA L VESTA ENGINEERING DRAWN P 6717 MORRO ROAD* cl ATA�'Q/ADERO, CALIFORNIA 93422 JOB NO. ...... (805) 466-6827 92-005RD .�W*� SHEET TiEN R.C.E. 3,3760 E OF 17 XP. 6L30/9�- ------- ,,P�JOHN FALKENs 0 ccli ---------- ----------- ...... ---------- ------- ------ - 3-� x Ft "J, 4!f Pl1e,',$6W469 raRZ6. -Ne 1 Ll 111 All N N % 0( % a .6 ) 4 s4 Wo 94F.IlfL v 91401V ^4�� A F -0 699 ell 4zlIq b 149" //d// t�Wl* N1, o, N 05/ '1� L nN )A Z) & L -lb > z 7, V1, V 4. 0 N 01, 7�ir,'f,rl 74, --v 4 --------------------- -- tv": 7' 4k L V 7 _r ;l Uk A 70. > W. 60,Ae. ... .. 661./9 A41 ;e*'y IIA9W. ..................... QI 666. 09 R114 6a4l ------------ El 0 0 0 0 0 A Z;?-i- ':�;49 Od��XaAlr A5-0-451 —7, ----------- --- ------------- .671 '41 -fe.56 30 A �J 67 0,&/9 7 R- W 7 MRP-I e0A15 r,4elle r �g 7a?"' Vll;ftAl 4M' e:4 IM 12' 17 t 7-4�3 44 30 i57,56 11VV ;?* -, 11 al" 01? A -7&5' INV, .30 Z* r 4a li:;;007 %50 a-6v 7 tA:P tp 011 Az lw/ e 0 6 rl 71 -t'97 Z4.6 1<'141-17 4 e 11ilz e r '00v 7 7 114q cav9r)w47 0)"Imq ...... ... 72Z e17'K 9W 1504 See 411.Oer /5 4 /4? aoz:' a,4FIV725 5 1 3 0 Avy A6 06 //f il. e 'w/7-/-/ S6 0 X2 'A 57 4 46��6 1A k.e ;?',f X SLA9 Z7 /"10/1/9 R le. t, 01, _j 02, 0.44 IN 44 a4C,761V;r1&?VV 46;q,$1A1 00 J T- j IN J� U 679 eTUR-e 64646 StM AI z GRAP MC �S'CALE 1J . 4AZI 746 7' o6l,!50, mv 1,6 0 u 5 7. o�4 4,441AO -f 4 7. S;ro IP 46 L t R10" ROA, 0 OWSWe7' V9q1"a,6r IN4bT ir,�A;` 41rr .4r,9 604- Al 6eo4-,7e ' ravc , 4947F e4o5--7a P41 9 6 X 9+*' WIAIOaIV.-� (IN FEET) 1 IN PLAN 6511 61 INV 11611, llz7ple- cH 20 FT SCALE. I" 20t 7................................. ';v w ......... ,Nt, 7 4, �7 r N)� /40-/ '6, a_ 2 5 zf ?7 I f_t, V 50477;�� _V Ft� 1w 7 XOW" Ak� sk k Sil V N IN T % k k.) 'x. V Zi k % 4) 4), 'A)-w; 't t4 Z -R A UNDERGROUND IMPROVEMENTS CITY ENGINEt DEL RIO ROAD — STA. 22+75.71 to 25+96.80 `7 -zs BLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET Pu GOLDEN WE5T -5 ly DEVELOPMENT CORP. & CALIFORNIA FACTORY STORES DESIGN CITY — REV. DESCRIP rION V UESS, DESIGNED ENGR. DATE ENGR. DAJE 2070 'ESTA ENGINEERING DRAWN LK u u PRO, � V' 6717 MORRO ROAD Ex pr.313145 �w 'ATASCADERO, CALIFORNIA 93422 On_ JOB NO. -6827 (805) 466 'p, SHEET -A 92-005RD �R wl� "JOHN FALKENSTIEN R.C.E. 33760 EXP. 6 OF 17 ---------------- BASIS OF BEARINGS: S 30*48#50 BEING THE LINE BETWEEN POINT #1491 (FENCE CORNER AT NORTHERLY CORNER PM 23), AND POI PCL Is 4 . .NT, # 122 (FOUND 2X2,- LS 2;5,91,, ,,AT EASTERLY CORNER PCL 1, 4 M �3) , FILE. CUESTAi 92-005SD BASI �',OF'STATIONNG:.- , 10+00 NORTHERLY CORNER PCL 1 4 PM 23 r4W A A L;7/7 -WA 1,0 1 U 5 HI............ x x x x 4A5 44VIC x ---------- x x x c, — — — — — --- x x x 7,OZ IV 0 N A ov A11v S lei ------ ------- lez 4 1A4JA00 �H- e.-I ear. A C BERM 0�P 0 0 0 Al r 0 0 0 00 0) SWALEIle 7Y P474 Y4674qrZZWe 411VAW AV N GRPHC k''ALE 0 10 2 f f JIM : ,(tN FEET),-_ 1 INCH, ' 2 .PL Ile ---------- ............ ---------- ------------ ............. -------......- .............. -4— ............ .. ............. ................. ...... .............................. coo ............. ........... ............ .......... 7% .............. .............. T .............. T" 1,09,951D t ------- CITY ENGINEER'APPROVAL RAMONA ROAD STORM DRAIN STA. 7+00 to 12+35 Im PLANS for CAMINO REAL FA§HION OUTLET 2!3 PUBLIC PROVEMENT -gq 7 CALIFORNIA FACTORY STORES' ... ...... ....... 4 GOLDEN LO py PMENT CORP. CITY DUMN -1=A 1 1, SCRIPTI-ON REV. DE ........ ENGE. D&LE ENGP-,' DATE DES GNED FAL l6717 MORRO ROAD "STA INEERIN G ENG DRAWN ATASCADERO, CALIFORNIA 9,3422 92-005RD JOB NO, .......... 805) 466-6827 ------- Z kL .00k SHEET N iIEN R.C.E. 3760 EXP. 6/30/9 OHr FALKENS /Z 'OF T T 1-,4 L ------------- ............. H/L/,.7/ ---'WA 101 le-7eC ZlIV4670 1 7e 56.64 TZ" x x x x .,X-lqT6 SEE 6A4KPlU_ 9 e 4W/if C-M C 6. 67-0. 701- R A 0 N A, 0 A: , D /IY OP ATA z W/ac -7 co le ale pelc 664��eg A5 IV (b I lb b - - - - - - - - -- - - - .... .................. ko WV 4,4-0 o 0 L 0 �o mom== X 4' TREE v co,�� Ln cb/�lb -ul cd./I::) 829.62 /:4 kill #122 x N GRAPHI QALE 0 30 20 4,, �(IN 1 JNCH, )�m 20,FT �P,$CALE�� -1 14 17 .......... ............. .......... .......... 4 ....... .... .. t........... + ------ ........... . ...... ................... . .............. 7� .......... 7 012 4 FT ............... AA ........... ............ + ........... ...... ----------- .......... CITY ENGINEER, APPROVAL 0 RAMONA ROAD STORM DRAIN STA. 12+35 t END PUBLIC IMPROVEMENT CAMINO REAL FASHION OUTLET GOLDEW WEST DEVELOPMENT CORP. '& CALIFORNIA FACTORY STORES �GN clly REV. DESCRIPIO DESIGNED .Ae%r --------- F-A %WV I ENGR. WE,' EN2& DAIE 00 DRAWN 6717 MORRO ROAD UESTA ENGINEERING 93422. joB NO ATASCADERO, CALIFORNIA (805) 466- 827 6 92-005RD 3, ...... SHEEt OHM FALKENS*TIEN R.C.E. 33760 EXP. 6/ 94 0 F ......... . ..- ! - - ' _ _ _ _ _ _ _ _ _ REVISIONS APPROVALS REVISIONS AF'PPOI,�LS� REVISIONS _. . w • APPP,OV�AL.S� "�' REVISIONS F;P"'F?O`�AL.S� .�°, �• �• �' a DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-•-•92 3210/92 -DESCRIPTIONS � BY. DATE APPROVED COUNCIL. RESOLUTION NO. 26-92 3 10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3 10 -92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 "3 10 92 2% 6" 1--•1 �1LPER SION JOINT 4 CONTINUOUS 1/2" RAD:--� 3/4" RAD. MAX. W 1� (3) 1/2" 0 SMOOTH DOWELS ( ) #4 ONTIN OUS EXPANSION JOINT R/ SIDEWALK, THICKNESS (T) SHALL A 0,70 x C.F. RADIUS 6" E 4" AND SHALL HAVE A A 82" WIDE BORDER WITH 1/4 5' MIN. GROOVES APPDXIMATELY PAVEMENT » " » 3/4" O.C. SEE GROOVING 16" 3 5 3 4'--6" MIN 1 ��'1!1 DETAIL BELOW. THE RAMP SHALL uj 27 BE GROOVED IN A HERRINGBONE w WIDTH TO >k . PATTERN APPROXIMATELY r� " �ITHiS POINT � STAN A 10 " :aY.::: ':o;<� ;� •:; " _'�'. `•� :;;' ::�/ //\,�\ 1--t/2" O.C. m # 4 O 4 O.C. EXPANSION RO .; w A ,� �. ..�: ,s / JOINTS o � .•�:..:_:�:.:.y.,} �•• \�/ � �.�,,,�, U EXPANSION POINT MATERIAL . TRU TUBE A.C. TYPE "B" G - 2 #4 ® 18" O.C. 3" CLEAR . BACKFILL L��RUCTURE', CKFILL A R/W TYPE C A.C. DIKE 3' MIN 4' MIN. 12.5 MAX 1 AT CURB 10' MAX 2q; PAVEMENT WIDTH MEASURED TO THIS POINT s�;• 6 --/ 18#t ¢ ;,s'= ^.: :,,_ti. ��� ��\//�/, \\� STD. EXPANSION JOINT 1 2" R D. a EXPANSION JOINTS 2 12 �-- --- SHALL BE PLACED 4 MIN. 3" 3/4" RAD. (o AT 25' INTERVALS, PORTION 0USE `F RAMP S ON SLOPING G 1 6" 1/4� i� 'AT ENDS OF ALL MAX C143" CURB RETURNS, AND LOCATED IN CENTER OF EACH SIDE OF DRIVE- CURB RETURNS N 3" WAY DEPRESSIONS. ROUNDED .,. 1/2" RAD. ". MAX. 6" 1-3/4 THE INTERVALS PLAN 1/2" 0 x 18" " DETAIL IP, 1 $13ETWEEN EXPANSION 33% T-4 3, 30 GREASED SMOOTH TO ALLOW MATCHING 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4 THICK. Mp,X• 3 3' DOWEL OR #4 - '• �~�����• _',. '• OF JOINTS ADJACENT . p '` ;• Q EXISTING IMPRaV -- OF 4" N EPTH AND COMPACTED °° A.C. PAVING REBAR W/SLEEVE _ ' MENTS. 2. STRUCTURE BACKFILL MATERIAL A MINIMUM I D AT ALL EXPANSION c° STRUCTURE '�i CKE11L. ,• TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE JOINTS AND ' SIDEWALK WHEN THE SUBGRADE HAS AN R--VALUE OF LESS THAN 70. SECTION A--A CONSTRUCTION JOINTS. TYPE A PROJECT SECTION 3, 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS (4) #4 EQUALLY SPACED AND AT ALL INTERVALS NOT EXCEEDING 25'. 3" CLEAR #4 4'-0" O.C. 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH 45 NOTE THE EXPANSIVE JOINTS. 1/2 ' _- ----- 1) TYPE "A" AND "C"e CURB TO BE CLASS 'B' P.C.C. " SECTION A-`-A 2) DIKE TO BE TYPE B A.C. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1--1/4 IN DEPTH AT APPROX 3/4 ON BORDER; 3 STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. INTERVALS NOT TO EXCEED 5'. 1-1/2" ON SLOPING PORTION ' CURING METHOD - 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE LI DETAIL OF THE RAMP M TH D •,::; ..ti,.•:.; ?^. •��`,�; :'`•`' •'�' NOTES: CURING SHALL BE .BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO ENGINEER. 1. ALL CONCRETE SHALL BE CLASS B P.C.C., MIXED AND PLACED IN ACCORDANCE 1 �p f •'�Y•%•'_'::•!•. ti f:'��;•;y:'r,' 'sem,; THE PROVISIONS OF SECTION _90--7 OF THE STATE STANDARD SPECIFICATIONS. / • • -• WITH THE APPLICABLE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. r- 1/4w 2. ALL FLATWORK SHALL BE B" THICK. GIOOVf-NG--'-DETAIL DRAWN BY: CITY OF ATASCADERO .�� CITY OF AT'ASCADERO DRAWN BY: DRAWN BY: R.A.L. DRAWING No. R.A•t-• DRAWING NO. CITY OF ATASCADERO CITY OF ATASCADERO ENGINEERING DEPARTMENT R.A.L. DRAWING NO. R.A.L. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: — - DESIGNED BY: DESIGNED BY: S.J.S. S.J.S. S. G ED B`': S.J.S. S.J.S. D TE: 41 D2 27 92 SIDEWALKS 4'1 9 V27/92 T RAMP 420 2 27' 92 CROSS 2 27 92 CURBS SIDEWALKGUTTERS 421 FILE NAME: FILE NAME: FILE NAME: T418.DWG /0.T419.DWG FILE DWG AT421.DWG REVISIONS ,�""4 AP •.\/ REVISIONS APPROVALS _ ALS REVISIONS _ APPF;^'�`AL.S.. t,Ru" DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3/10/92 -- --- DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3-/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3/192 � R/W i DRIVEWAY i i DRIVEWAY i R/W PROPERTY LI N E � � _... ._..,.._,... ..�. _ VALLEY GUTTER (4' TYP.)- / r -1 2 2DRIVEWAY-'-. ' y�4'' RESIDENTIAL: 12'MIN --vow- — - --- -- - EXIST. DRAINAGE MIN 5` RADIUS 20' MAX. I I LOT INES 717- COMMERCIAL: -- 16'MIN. - 5 W EXIST E.P. w 36' MAX. --. MIN ° 1/2" EXPANS N � � � O JOINT / � RIGHT—OF—WAY I COMM JAS ASP RAiwPccNcRE I R MIN i6'• MAX 36 PLAN VIEW I I Z JdEJv77AL MIN 1 .. o PA WME-- MAX 20• pJkE �\ N.T.S. NPP OA H A RON-- f \/ o CLASS q ACG. / PAVEMENT R/W BASE VARIES I VARIES VARIES 25' MIN. PERSPECTIVE VE f�YY / 10' MIN 8' MIN VERTICAL I CURVE - GUTTER FLOW LINE,/ NO SCALE Oen Mph _ - GUTTER 4 MIN EXISTING ._ ROAD BED 2�0 (MAX) VARIABLE 2" (MIN) A.C. 3' VARiABL 3. 2" MIN. TYPE "B" 6" (MIN) CLASS it AGG. BASE 12" RADIUS TOP OF CURB A.C. SURRA SEE DWG. N0. 418 PROFILE VIEW -- .�,.. FOR DIKE DETAILS N.T.S. -»-APPRO t•i APRON` DEPR SED CURB 2» RADIUS � " 1" LIP GUTTER FLOW LINE 2" EXPANSION JOINT " " 1/2" EXPANSION JOI 6 MIN. CLASS II AGG.. BASE - ELEVATION _ 4' TYP.w �. 8 ,�._ 2 -«• NOTES: _ 1, yv WIDTH ,OF DRIVEWAY cr73 MI MAX RESIDENTIAL: 12' MIN -- 20' MAX ' I Ci" 2%"•- COMMERCIAL: 16' MIN -- 36' MAX Exp.3�3t 1 LIP , SECTION ° 2 1 PROPERTY PC•C• IAS Q TERMINATE CONCRETE DRIVEWAYS AT THE PROPE s�� lvll C S 6 LINE. EXTEND ASPHALT TO EDGE OF ROADWAY. DETAILPAVING ......_.._ 6" * CONTRO M BE SMINGROFUIRED THE GUTTER THE R/W LINE IF NECESSARY TO VALLEY GUTTER 3. VALLEY GUTTER DEPTH AND LOCATION APPROVED BY: IS VARIABLE AND SMALL BE BASED UPON DETAILS -- CITY OF ATASCADERO .SLOPE BACK OF N.T.S. LOCATION AND VOLUME OF DRAINAGE. SECTION SIDEWALK TO GUTTER P.C. C CRETE MAY 6E USED AS AN ALTERNATIVE PER DRAWING N0. 423 SEE VALLEY GUTTER DETAIL, 11 "7-Z,3-9 CAMINO REAL FASHION OUTLET - 2100 EL CAMINO REAL, ATASCADERO ._... . _.. _. ._ _ ... ,_ ,. - -- •" • - - - --• --"• -' �� .�� srev�n/ � �� r��' �c..� 2�7413 GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES . ... .�� ..�... -�- - DRAWN r, _.,. . .. _ _..�... .... ..... �.,. _ REV. DESCRIPTI DE ON 'CITY •_ CITY aE ATASOADER,O �� �� ��t�� DES GNED ,�-CIT'Y�OF' ATASCADERO CITY C)F ATASCADERU '�\ .iA.L ENGINEERING DEPARTMENT DRA G NO. R.A.L. ENGINEERING .OEPAR.TMENT DRAWL NO. A,L, DRAWING NO. ENGINEER{NG DEPARTMENT "� CUESTA ENGINEERING DRAWN tV S.J.S . ___ ___ SJSIS D ®Y: S:J.S: Vis; ami . , DESIGNED .BY: e d A�£an.„f ROAD `'.d '.,,.. �i 6µm.,t s, DRIVEWAY APPROACH �. D T DRIVEWAY APPROACH 424 o TE: DRI�/EWAY APPR(JACH .. 2� � ,': ��'� •. A ADERO CALIFORNIA 6717 093422 ' 2/17'/9 2 92 2 27 92 WITH CONCRETE CURES & GUTTER WITH AC DIKE �, �. T FIL NAME: FI E NAME' WITH VALLEY GU"T"TER k£ rs, (soy) 466-6827JOB No. -• AT423.DWG T 4.DW AT425 DWG r , , k�, � � �" , 9z—ao5 ar y 'F w �6 , sAM' y d --------------- *° � SHEET JOHN FALKENSTIEN R.C.E: 33760 EXP. 6/30/9 1�' OF f y REVISIONS APPm—OVA L--S i. REVISIONS ` R; EV151<7NS APPROVALS �.,r APPP,OVALS DESCRIPTIONS; BY DATE APPROVED COUNCIL RESOLUTION "N O. 26--92 3Z10/92 - __.. .__......._. .__ .____ _..-__ ... ...________._. .__ ____. _..._.__... --_ _ _ _ DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION N0. 26--92 _ 3�p/92' DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLU11ON NO. 26--92 3Z1 0 92 NOTE: 1. PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED- IN ACCORDANCE WITH STATE STANDARDS FOR- CLASS 2 REINFORCEDCONCRETE. .12 1/2 NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18 O.C. 8 X Z_f PLACED 1--1/2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE Gt/�NDaGti/�j 1' x.12" E3ATIER S 2. ALL JOINTS BETWEEN'PRECAST SECTIONS SHALL BE MORTARED. NOTED. BA IN FLOORS SHALL HAVE WOOD FLOAT FINISH �--- AND A MINIMUM SLOPE OF 4: 1 FROM ALL DIRECTIONS TOWARDS co 3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. :;4 I„ SAME SLOPE OUTLET PIPE.. USE CLASS "A" P.C.C. FACE ANGLE TO EXTEND 6 CURB AS GUTTER FULL WIDTH OF BOX.. 4. MANHOLE COVER SHALL HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER. �_ IiEIGHT 2:1 _ 2:1 rm� MAX. MAX. 1.111! •: 1„ t 1_ll t► MANHOLE FRAME AND COVER -•- PINKERTON A -, 640 ..' '1 7" 1 ~4 p; - 3" TYPE GMP PIPE. •�. / INLET WITH SIDE 6" AG BASE CONCRETE COLLAR -- CLASS "A" P.C.C. p 3" MIN OPENING PER 95% COMPACTION 6 SACK, -- 3000 P.S.I. /2x 6 A A STATE STD. r' t 1. " " • 4 NO. .4 REBAR 'ALL,SIDES o•. " ANCHORS 2 1.1-3/8 x , . 1 8.5' 8.5' CV ¢ :' w - •• •r ' ' • ;.• 3" MIN w . V MIN. - • . : "7 SHOULDER 24" TING RINGS AS REQ'D. *.'• 3" L. > ` PRECAST TAPERED CONE OR „ - 7 . EP ' : FLAT COVER MANHOLE t 2-8 t CURES SCORING LINE N REDUCING SECTION: PLAN A.C. PAVEMENT m SECTION A---A ' PROVIDE KEYED BASE FOR � H fi L7 PRECAST RISER SECTION. 1�4 —_ 8'--07 OR LESS 6„ ., M 8'-1" TO 20'-0' g„ 1/4" RADIUS --.._ 1/4" RADIUS SL7_--1/2•, x 7--1/z„ x 1/4„ I - HEIGHT TABLE ANGLE To „ t i L4MATCH 2 9 ° cn [>—�/TYP. CURES FACE 48" " " ., `;.':• 1/4 -. - {`_ r / 1/2" ® 18 O.C. VARIES VARIES 2 3 2 • � .a-1 2 LEVEL - 10' TO 16' 4' TO 6' � ,/ / ..._._ _.. _... .:.._..._r ,, FACE ,�N G!E ANC OR -�.� , • k m END OF PIPE TO BE INSTALLED < . ; FLUSH WITH INSIDE OF MANHOLE. ;; NOTE:GRATES TO BE E�ICYLCE PROOF d / OSP _ __ ._ _. _ _ _ _ .__ _ N0TE:7 FRAME SIIALL A.C. BERM IN �t:• _ _ _ BE DIPPED OR W PER STATE STD. PL AN D77—B RURAL AREAS 5% `Q� ._ .� __ _ . _. _ PAINTED IN DETAIL "B" ONLY-- _ SMALL PIPE INLET COMMERCIAL QUALITY __ ' 6" CLASS II BASE r \ / ASPHALTUM PAINT. " CONC. CURB __�_ 1' � • 3 1/2"x 1�'2" " DROP SLOPE 2 -----� r " T ., ,� NOTE: IN SAG LOCATIONS, _ _ 3 MIN. �..----- 36 0 CMP 1-- USE GRATED DRAINAGE L . � .. •, DETAIL E3 � + ... � � _ __.- --� r DRAINAGE INLET ;:.• ,0 _ '�: .•• .• - ; n - - t - -, - �• INLET. `� _ - ---` ----- CONCRETE EASE .. . :..' • ;, 1; �• . , .. CULVERT $" FOR USE WITH „ 24" WIDE GRATE NO. 4 REBAR-' FLOW LINE - MATCH FLOOR TO 2'-2 (24 - 1 -11 5/E3 ) 0 » 2,_0.. � EXPANSION 12 O.C. EACH WAY FLOW LINE OF LARGE INLET PIPE 1 �_ 3' MIN. SECTION 13-13 " " i L4"x3"x1/2„ n v JOINT POURED--IN-PLACE CLASS A CONCRETE BASE. 11 u s WING..TR_AN-SITION_PLAN u N „ _ ___ __� F _ . • NOTE: PIPES TIj AT ARE, UNABLE TO ATTAIN 3 MIN. 3'••- 6 3/6" _ CLIr I ANCE� T ROM 1010 BOX WA -'WILL' REQUIRE . • TY'ICAL Ff�AMEM A DESIGN APPROVED BY THE CITY ENGINEER. F DRAWN BY: CITY OF ATASCADERQ DRAWN BY: CITY OF ATASCADERQ DRAWN BY: CITY OF ATASCADERQ R.A.L. _ DRAWING NO. R.A. DRAWING NO. R.A.L: DRAWING NO. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT- DESIGNED BY: DESIGNED BY! - - - DESIGNED BY: S.J.S. S.J.S- - S.J.S. l: 501 W27/92: DATE: AT: 92 RURAL DRAINAGE INLET 504 z 27 9z STORM DRAIN MANHOLE STORM DRAIN INLET 502 FILE NAME: FILE NAME: FILE NAME: ROADS WITHOUT A.C. DIKE AT501.DWG AT502•DWG ' AT504.DWG e loll REVISIONS �_�.' F.PF'R�v'ALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED 'COUNCIL RESOLUTION NO. 26--92 3/10/92 __- - - DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION No. 26--92 3�1092 o . CUT EXISTING 'ROADWAY TO PROVIDE VERTICAL SURFACES AND SQUARE CORNERS, CUT EDGES t L STRAIGHT AR 12" BENE WILL BEAND NEAT IN APPEARANCE. PROVIDE MIN H F.N. SEW FINAL INTO UNDISTURBED C( MINIMUM 2 INCHES PROPERTY 18" GRADE' " ROAD BED (BOTH SIDES) d 12 ASPHALT OTHERWISE LINE PIPE JOINT (TYP) "�'" MATCH EXISTING, In °►\ o.' O ►\.oma ° \ o-. O ►\ o._ O o o.., O O 0 °-., O.►\ ° O ►\ o. p r1 °'` 12=•� 1'-6" MIN. °`° 0,° /40") ''a °6. 0 0 �Q ° /4 o�° �4 ° A ° iQ° ° � 01' WATER MAIN t, 95% RELATI E COMPACTION L—LETER STOP C SIDEWALK O CU B 4 _ MIN. 6" CLASS 2 24" AGGREGATE BASE l SEE NOTE-BELOW --- SELECT BACKFILL FREE CONCERNING TRENCH IN FROM DEBRIS AND STAL�� IN EASEMENTS. MAGNETIC DELETERIOUS MATERIAL. SEWER .L TRACER ' ©¢ . FACE OF CURB TAPE PROPERTY Y w o COMPACTED SAND LINE mtit F.H. .I - -' 90% RELATIVE COMPACTION OR APPROVED GRANULAR MATERIAL. 12� 1'--•6" MIN. , t ' - WATER MAIN METER - STOP CURB AND SIDEWALK CONTIGUOUS •, ,..•.,,•;•.,,•,•.,•.,.ti/.-.,.• .,• 1i1. •,•:� 6 MIN 6 MIN 8" MAX,� 8 MAX �d` ,,. •.•;1•.e';t:•e. ;tom •• 1• .•O1 e•.•;1• •.•�1: �+ - . BELOW FL <,�:.1_,,..,.. .,.,,.,,..,.,,•, ; '���� - _ MESS 12 1 t �► �' c`�• PROPERTY F.H. LINE z A CITY ENCROACHMENT PERMIT AND i 29743 " 'i ,. INSPECTION ARE REQUIRED FOR 1 Exp.3?3t195 -4 �--�12 1 --6 MIN. I TRENCHING IN PUBLIC OR COLONY TRENC ' GREATEST' O.D. DIMENSIONRIGHT-OF-WAYS. Jl CIV4t . i �r OF WATER MAIN AT PIPE JOINTS I �.� . METER APPROVED BY: STOP NOTE: A MINIMUM OF 90% RELATIVE-COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH ( , WITHOUT CURB B AND 51DE,1fYALK WHEN N0 STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT DETAILS CITY OF ATASCAD ER O OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. NOTE: ALL BOXES ARE STANDARD METER BOXES. �'"2'`3"`�.� CAMINO REAL FASHION OUTLET -- 2100 EL CAMINO REAL, ATASCADERQ _.._ r,6 v,— J Y VE5 R IV.C-E. 2"? GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES DRAWN BY: CITY OF AT.ASCADERO EaRAwN BY: CITY OF ATASCADERQ N ATE • DATE REV. DESCRIPTION DESIGN cI0 DES GNED R.A.L. DRAWING NO. V.S. _ DRAWING. N.0. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT I"' "y CUESTA ENGINEERING DRAWN DESIGNED BY: - SIGNED BY: ___ DESIGNED J S. V.s. � ���"� �p$� Y� 6717 MORRO ROAD DATE: WATER SERVICE HYDRANT DATE: BACKFILL REQUIREMENTS FOR/ 701 / 02 A t� � .k;. {, " TASC•ADERO, CALIFORNIA 93422 JOB N0, 02/27/92 . 02 , 27/9.2 s, 4 art. (805) 466-6827 FILE NAME: LOCATIONS FILE NAME: R y WATER OR SEWER LINES AT701.DWG AT702.DWG ,r a , `� '�� 9Z--0105 s , f _. _ .... �� �► SHEET JOHN FALKENS11EN R. ,E. 33760 EXP. 6/30/94 /6 OF /7 fl r '1 - , ._ _ Wit» v; _ - . ._- _ _ .,.. 11 . .. . `. . I ,. .. PARABOLIC FLARE • JaM: L - ca J---....•__-• _ BASELINE------,__ -.-, _ _^_•_- � ---� M I Co _ - =3- i TA6L E c'. EMBED ,;. _11.1_1__.__. _ 2 ..J_ _ QED STE•EL_POLES 2�J Min.- -_ R ip f I viMENs/oNs COBE _A -.• -„„ Y- T r ,, A f'OL E fJ/,4ME'7ER B 11AFr Ar ArC S/NGL E DOUBC E MOurvr/NG « 0 3 p ~ 3 LENGT 4A 60T1'O/t'1 LE%VG R/5E ARM ARM NE/GHT ARM �tY _ ___ .______� 4-0 >-6 35 7231 C' ANGENT -_�--_ 1 Arm Length 32L6" 3.6%3.8' 8.f"fo8.4" C,- 2' �Y 6. __.._ ._._, � _._ - _._ ___. __ _____-11_11-__-.__. -__-__ . _.._-.._ . .. -.-111 .--.-11.1__-_--_- -__ ... T 0" -4 3 7c'32 35-7236 -�- 14 1 9 8 ___ e1_00 2=o" 3,3-,7774 35-7,273 $' 6 # r 37-0" 36"ft�3.8 8.7"to9.0" 6'-0" 2- 723 35--?237 3�,�6„ rL pp v 34 .3S- 8 8''O` 2'-0' 35-72 723 � �PN�erN tt � � �^__ . 2- _ . kY ( „ 6 4 35-7235 .3 7239 4 39-6 3.3 /n 3.9 8.8 to 9.5 8'- „' 2'-.0 --- 35-7240 33' 6„ . MEDIAN NOSE 4 B' I X A . I SECI10H C-C Y 4 BASE LINE_ A �f',psloon IV//10 s /vole to NOTE, Cross-section of slope ditch . A 8 C D .SPE /FICA /QN_, may be semicircular vee or L/3 «�-• L/3 f trapezoidal. -`•�»-•- L/3 _ +2�,W o Cosl Iron or Steel Cap : Furnish i/ fvit/i set scretj,s. 1. Y"�(�� TAN .. �1r L . I1 s41 - .� � � Arm: Use fl gauge (or bolter) steel and i»nke if wit/; o y/'c%:/ Y ' L LENGTH OF FLARE IN FEET -� stre»91/c of of/Past .33,000 psi. For»> it So i/ iS cylil�di irc7/ two Shoulder - n (X 2 W- MAXIMUM OFFSET DISTANCE IN FEET t =R TAN with cr taper of pUor 1 C?,1�1 leech per /trot and so Ills. ('D. Cyt 0.42 '� 2. ` L ' X = DISTANCE ALONG BASELINEIN FEET the sinoll ef,d Is;2.37 inchE, . „Oc,n/ize" the/or,e e�c:1 so t/:r t12►t• . ,c J �V Y = OFFSET FROM BASE LINE IN FEET - cross-section becon?e.s oboc,t 1,/2"in//cc /1oc•izoirlo/dic„t�icsian. _u(y�T_ ` y L - LENGTH OF TAPER T = TANGENT O W= MAXIMUM OFFSET DISTANCE R = RADIUS OF NOSE IN FEET , `I % - X - DISTANCE ALONG BASELINE : 3 Simplex A1loehments : Make Maes, as described by Sheet 9. !�" •"'++•_.�,,,,� Y - OFFSET FROM BASELINE Pole: Use /f gouge Mr belter) Slee/ with a yield SlrC1V111 t 2« 7�� '77777• ,TrT7000 �. - b, of of least 33,000 psi. Forrn it so it is cyfindriCol with o taper 7J 77_� o of about 0,/4 inch per foot. Is &J SECTION E•-E . a% 0 1iatidha/e : Mahe l/4"X6//2„ and we/d o reinforcing l'roine • .. e►ound i1. Furnish. p Covet- and fnaunling hordwore. r __.�-_____...___ _._._,....�.��..-____�_._._____.__-._.___._.._,w______.__�_____-_1.1_11.___._ _____.� _ 1. h o fil- 1 6 Weldnut : Weld a /2 ,, uore groundin 17ut a,-nill holder L DISTANCE ,- X O y�� . - . .._._,__ , ii7side he / ireCl! OpPosi1V thy' Irandhole. For ollermle O "- .0 _--_--_-_ 1___111__. -._- __-- --.__-_____ ...-:__ --- -_.._ _._.__ The pa e d y ° , , , , , , , , ' OFFSET Y014 IOGQt/bl�� SG'C OC7C!/t '/Q', arf7CC� C� ..- r,. r t30 5 t0 15' 20 25 30 35 40 45 50 55 60 • __.____-_______ ___-__--_ ,-_._ _-____--._- -__-__.__ _-..-__. :__..._:.__- __-.---,_._ _,.,_._T ____.____ - 1 7 Ground-line Sleeve: Use /I gauge (or better)Slee/ pnd o,a a rn a . onlinuou seo/ bolls o th ole, o o . ' 7 ___._ sly we/a' 't(�c�n and mJ P e p c - a W(n Q. _____ M CP X I O' 15' r2 0' 2 5' 3 O' 4 O' 4 5 a 0' S O' r 0° 75 6 O' 9 O' i 0 0' zine e d 11 I 8- •' c f -t� (-- .S W° �i L � L� _-� _�__ _� __I.___ I ��!_ 1 Cable Eirtrance:Make ovtr/s/oft x6 a /80 w,%h Jumir�oiie bucket.(5 F's frnkf l,4 0 11 tr 1 . --,-••__.._..____-_. _._-_..._.......____._:.,-,-__._.___ ____. 7 _:-- ___-_-.___.. _:_.___�_____-_,- _ _� - _ i:5 r 11: 1 I .. 6 : d o, plote or ongle sfeel j�„!hick orad make/t > n ' � ,fes?u 11 P!a!e Cu! it l'r r FOR W/L I =- li i 4''to "wide Ot7 !2"10ng A11och it to the bottom of" the pole' per, uy 3 W / . . OFFSET Y g .. _1111 ___-._.-_ __....�. _.__.__._ ____111.1 _.-111_1._. --__-_-�.___,._ ______ _..___ _____ cQ. � i,!1 with continuous sea/-wela's v/ba/h edges. .2., 0.20' AC _...-_ _..___...._.- .. ..____..__....-__ ..�__w._._. ..___-__ �_._.. _�_. - �_.__�_._.____._______. __ t__ ti ri informoli"on,see Sheel IO• LL_.___ .__1.111_.__. ._.._ __. IN IIIc j f� Fc�sfoorr Oul/eJ`' For aloe i7 I I la' 0.111<' 0.62' 1,41' 2.50' 3,T'S' S•a0' 6.23' 1,50' 8.39' 9.38' 9.84' ia.o0'. --__.'. ___ ___.__' _ Jr__ il;) _ _ _ _ - ( ,t finish : Coot ol/par/.s : 9 SECTION D-D 5.0 0.40 0.90 I.sa 2.50 3.60 5.40 8.i0 I'0.00 Cable _;_- ._-. __._,,.. .- -.__--- ---- -, . :_-__---- - •----- .___._-__ ._�..____. _ � rn�i nix/t t�di _ _•__.__-._-_-_-_ __._ ____ _I. 1O entrance \0 -'Galvanize the ori»/s)per AS Af23 offer fo ,�g v/ i1g. _ _111;__1___.._ 1____1__1.1. . � _M_ ___ ____ - -Galvanize 011 renlovgb/e polls lncr ASTM/53. C1 • -- . __ __._-__-_ _._ 1. 11 _.. __.___•_.. ..-_1_111.._ _____: .__w____ ___..-.._. _____--_.- - .1 I _..�.__._____-J_ e p AS 123 al'/er s are c -Galvanize /he pole per TMA the hole cut in 'f U _ _ _._..__�...____._ ____._.__ __ ._ .-.._ __� _ 2~ T- and the Sleeve,vvek/nuf/ha/der)arm fixture(aJ and buftp/ale are lt�/ded to if . ..______ .11.1__1._._ __. ___._ .______ _�-_ _ ____ _._.._ _ _...____ _-...-- --- ._.. ---- ---- - __ __________-___._-_ ___.. .. . J 2 NQ 6/I/uminurn . . Conduclors-CIC 5i1ipping Instructions.Ship the loose ports torose pole M ane package. C __._.._ �..__ _____._-_._�___.--1111____-______..______._ __ 1111__..-__ q 1 /NS T/1 L t.A TION E ..�,,..._ .�,,,.,__-._, E _ __._ ________ _____1.111 _ .____ ___._ 12 gollorn ofpole holes sho/l ollivays be well tamped before ins/o//in_q pole. t.�,. .,••,.- .,, t 2� .r__.. _ _,_•_,- .J �E° r --__ _�� Judgment,based on experience arm Foca/sail cond�Yions,shoe/efbe'used z _ .._,- ___�. ____ _._._,___ ..__ -..__-`-_ to determine if`%teyinq"ono "rocking-in"the steel pole ore required. . TO pETE1iMIN8 E7F"t'8ET D19TANCE F©t� ANY LLNt�TFI Or TATE t Use IIit: FonmVLA Y-2.x60(&) FAR THE . PORTIONS AR'AND C'D' WIiICt t ARE PAFiApOL1C CURVtS. THE PORT ION B'C' 1S A TANGENT. /3 f-or CIC in5fa//nficns,pull consul/s rb hand/x,/e, �.► WHEN THE BASELINE IS CURVED,THE OFFSETS ARE APPLIED TO THE CURVED BASELINE, AND • �. _._____ __._ _.____ __ ____.. __ �"" L ~--I- _)I FUr OQ CoG/e i�)5fC7l1afionS,use salvaged/engfhs of C/G co�'vih of sufficient N2'R B'C' IS NO LONGER A TANGENT. _ _-____ -____ _ �._..__ -__ ___ �✓ ASPHALT -� ` �^► DE-DRAINS f/(j. 1 F/G 1A length foprovio'e cab/e protecfian. r'MAt. COL.r ET Qv CA$L E ENTRANCE OE rA/L NOTE: EMBEDDED S`CMEEL,Pot ES __-__ ._ ; .A.It"Pr,.�th'' PLAN To be used on till slopes flatter than 2: 1 Use min 11 _. _...-..._.__ 1111.__ _•.____._-.____.T__._._--_ __ -.____ --...._______...- ._._____ !0' le 9 h of gutter on both sides in o sag location. APPROVED BY f 3 /O-.Z-6t Changed Title. Re vis ed S ,_0'6 , .&#I � 2f,V � T n i u tet IF STATION OF RADIUS POINT {S NOT GIVEN ON PLAN. TANGENT'T' MAY BE IGNORED. I2 p- _gp���8 p' jn5 /Or 3 -6 Pof� hi rob e3 [1 t/7..Xv: '�if�rCTPT4p TYPE A-DIKE . /f 4.23.76 Revised S ec.n - - ,AVP J>.►,}-. •�a tf �• _ _-._-_.- - _..... .... - - . .. - . --.... ... 1_11.1., __.-.__.- .- . - .-. . . ._ . .-• __-___ __-_ . , __.-. ...-_--- . . ._......•..- - f 516-75 Ne.w Shea Forme., 5h.4 rna e ,5h.7.� G•4 ,t:7,t,H, __ _.. _ _._._. - .. _. -..._ ...w __ �.. _ GNGI DATit DESCRIPTION SUPV. BY GN. APPA. nM STATE OF CALIFORNIA sUPv. BY F.F.Y. _._____- ...... 1111. ENGtNEERtN ST�INpARD.. _. .. ... _ DEPARTMENT OFTRANSPORTATION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC. WORKS ASSOCIATION -- SOUTHERN CALIFORNIA CHAPTER -_. __. ._.�_-__. _ _.�__ >� 1_oEs 15SGN, r . STANDARD PLAN STANDARD PLAN oR. D.L.H.a G.F STREET L I G H T i N G POLESUPER�En1=D BY PROMULGATED BY THE APWA•AGC PROMULGATED BY THE COMMITTEE cH. SHEET No.4 SHEETS 0 V E R S I D E DRAINS JOINT COOPERATIVE COMMITTEE 1 - JOINT COOPERATIVE COMMITTEE M DIAN FLARE 1 O9-O O•K•_�_- DEPARTMENT OF ENGINEERING CHANCE 1�4 �9sa DATE SCALE PACIFIC. GAS AND ELECTRIC COMPANY 0151.36 I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 2-14-47 SAN FRANCISCO, CALIFORNIA --._ - ' ___ _ _ e ---- __ _ __r..__ f .. MT COUNTY .Wit . T T T Ta T DNjT tWMYY 'IMOUTE T y 1 . ,_.t...... .. TOTA i , --- I Foot w. - roawn with-2-16d . t6., Cora'to fop . 1. w ^ usher " UK Y[ C,Y4 EIIWIdCtN I ba. - .S,r resFa S „ , o f post to w ,ii C>W1 4xCIAE .. Top .--.., Cut.ti et ocher T Ca 11 r . Jut t, 1992 W! V . #' - fust tt:t942 x 6;z :3 r _ e'}j"Sutfon hood bolt i'i A+s+ rAcb"Td 6round tlne or with hpx nut } x • -•, prq: ♦ ,r„ 6'•3" ShOulaer Sur f oCing ,, w . "s Rail sptlae Roll SPITCe under rdtlinp __ { ' Ij t> � - - 8 DF block. / 'w"Tolerance 3 1. µ1n ,�tij% 3�/A.. NOTES 'L �! . _ ._zT.`_,_.:._____.w r 3 S.Termino!seatlpns wtN rtat be•inetoned on the traltinc end RCN ebment tit .• OJfM1"Nominal I r- i /s once I of fluoro ram ,_went-.__-111__1__,.__.----_____-_. I K s .� TolOr11 no placed adjacent to Ohs-"y roadgoys. >t I , 0.108'Nomtnal 8'"x8"Nobk tsstwssn post 6„x a•,x S,•q,• __�_ _ _ 2.Back-up plate to be used between Ducat roll element and I and roil on aM posts I . . , _OJOS,!Nominal 12r/"L > steel block on:steel Post spacing 6'-3"C-C D p + . . `>� yK1 coat where cru►ro is no ron element awice. Top of roil g vast bolt shot i .., _11y,` R. Seo Stondord Ptnn AriAIn N 11 F Bat M -0- - f TiO «A � le'EINF ., 1. r. _•.� r. rte^ .{. »b S,.For end Section Batons.ase StaWord tRd»AT e •• r► 8' ' 'e ArrN. -where bolt is reversed or „tt r ,'. rod _�`: Rg _,_ . 4,For fermi'not BeCtton T is used 10 mount ron,no,mote,filion "of '§ Sy t'"ic` i 2%".� I�- �--! in �� --I% Type, StatdG�`td PWn � thread may be Oxpoebd an irol°flt;a#de Of roil. i ! about� �*34 [r� I q. 5i A.. Lam+,on Bien 70 fn a I - 7M pprbx motety , i direction of trofflG Flat>C washers aE' VN. i/A,. 8/2 i° .. R=i'to 2r Z'•--„ I -i ..S'ymmetri t 1, . r '''�' with hex nut 2 Jx I® /r' i about t �'G�nd flat t w�o~.Ron mounts to t - -_�':�'_'..__.._ Staffed holes t +y = , a f _.__- >, __..._ -yA^x 2yt.,. 4 6..x8 OF cost blof a . m ___ Slotted ' A Ground tine or shoulder irofflGtth of btoCk and post.. `R. I (` -r t t, ear � � t � . '' r surfacing under ron. web.' woe"Nominal ' l , E. otemont. f r p .__ _w";:a+ P&1.x x i/e1 Too of post 66x8.5 or M6x9xP•2 Stew Clock. ►�i _ - -;- , 5lofted- �_ Each bkfGk to bi ottoCMd T H • " .. ,, r a Some shape oa roll,' holes ! eloment section � % 0.108,,Nominal . , ELEVATION' - ,• r -- to post with two 'dia;ox RAIL ELEMENT . Gr c,,nd 1 rq n Doit4 s Ocgered.t.0 Do! METAL BEAM GUARD RAIL WITH WOOD POST AND BLOCKSJ troffl id shpuider.Surfacing pf�approoGhin4 G side "x i%' 0.108"Nominal �.-Rel"to 2%. under rolling _ & of;block and post web, Staffed hoesCURB QUANTITIES .. - TERMINAL SECTION S CTION 'THRU r IL L M NT ~ �"-"_ TIN TYPE B: . . f t ,'• N TES R-T RN SECTION TERMINAL SEC O 1.For details of standard hardware used o cons ruct • . . . ..� i1�.�. ...�.__ TYPE A � :I1 _ �• tea �. _ .. : Y.02585 t E e C 0.0666 i t . Y E Back-up between rah 1 Steel or 1M6x9xb 0" ra99 Bee Standard Pia. Att@, A l 6 0 �If . there Is no Splice. Post 2.For`detests of posts rrd blocks used to constructI 11 re Steal t , , ' i ouord r #rq.see 53andord tom+ATTG. A2-6 0.05903 . Post spacing 6'-3"C-C' 3.8uord rotting Cast spocitro to be 6'-3"center to - Al -8- 0.0.70'1 , ter»oxo/Rtt oa,.otherwiso noted. A w M C An , ?9 I I I . I I I I I . 0,.,,. I I I I �. I r " :. , I I ,_�! . I I. i . � i I i I . � ... - `- 4,Top,..Q�'rdlt t0!ss 7r"abOVe"tM 41`orind:#Tse or shoulder : SECTION B-8 X. r 6 Y 6 3 I Rati Spilce eurfoChq ander'tib►roll Ne,nent, "ej. (� / �ry /+/��{/^ WALL el 0.02930 Roll Splice ,.p.,.. G C Vt✓FVL� T f�tl�LL . `, t2" "or OdB3" I 11 'W+ S �.... F - pry Ir f LAN t2'/' S.For duawd rating oporooch flares.es.see standard " QG �.O�J l 7 i s'' - -i /�---+ ' q rr ,.,Di0 x yp"de®p recess ,. ..•-Y.._ - „:_..,. • .. z,.. q, ";ql ,.• 2., - e iT. one or both sides ' 'Y OJOS"Nominal ti FPlans ATrD errs AT Ran wemont BW d r opproacwIfth flor'alt,see St dotor,*Mbd*ffi"lt one to Canda•d d ATTF: ,. Same Shope as ran ` i • Oua' ttt�TTg 1 t ? 1_111._.._ ___.____._._�- Seo Note A• I h .•/tt element Top of rail: Bock-up' Note A,. .Bolt riot in woad post or o . ::J '� S VENT � . e ., R� i ' bot slot In stew Nock T.For allrord rctnnc end anchor details,see Standard WN ^'" # section .. { I 11 _�.�_,v -�---I � 0 ►� � A� u0 e4 0.05709 Y ---- used with stew coat . � I I �( ` ®,For AtTd.rolling A connection details to bridge rams N r ` i I 'i"x 2'/s"Slot Ouor rtig 9, g, �4 1p f^7 ,� ✓; r_(_ x c refointnp walla and obutments.see,Standord Pion A77J, 4 Q f'`I N k - , ., 9 NOTE: T B3 Superimposed __ y t { „ l reit elements to ( II s 71"" • .,. ick „ 1 i'.xz/i �, % f , .__4_- , I I V_ ,, .. dir 11rection of trafitc Flat 2 washers_- p"X i'/e"Slots 9.For curbs see S n,dor connection Ootons to bridge sidewalks ' �. �i � _ . r�,i .. Boit slot----_-_• 3, "/s X r slotted Hole r t ATTif. I -C3 ►► � 33 ►► Fun, and cbs.see S oridord Mon on existing pavement. . Go Y M � '4 �'O x 5 24 ' „ 5 .. 10.for dike.positioninc with guard rolling instaaotions,see' , RAIL PLIC OETAI StartdoTd vku,ArrF. S!• « /e c� RECE$S IVLIT /$ b BUTTON HEAD BOLT BACK-UP PLATE FLAT' PLATE WASHER - . . E L See Note 2 r $ M s . surfacing under ron t1 s• {'.r eiem tttr„i,or ahautder ELEVATION VtEtK tion of traffic indlaated by �•-�r �} ( /� /� `��/� f'� R "` STATE IF Sottas the overlapped erWe`of the roll1. . 11 I 1111 ^T "Tj�t./ 't L/ V ;N M ariable - 5rI p S E of CAL ORHIA , 1 1' 1 Olrea L T192EAD LENGTH /�j DEPARTMENT OF TRANSPOffTATtpk: elements with%., i°A"button hood oNd � # �t � N �B l/� � � 3l'G -. • P/' full thread. ELEVATION shoulder bolts and 3Y'`x.it/4-rfoeeaad ET#TI OFC 1F !NA •• •L s.• ' _ _ _111,_1.__ _ A hex nut in the "x(fj�'aFOte,Totek 8 per t>EPAttTMENT`OF ttiANSPtNiTATI :.ti eA' " , ll thread th METAL ti�. ��6i� 6a•WM�� .l1�I�I,,'r 2 tV ' . z 1/z M n e lana ..• '. 1111 �+ METAL BEAM# .GUARD RAIL WITH 05x8.5 ran sptrc®,�Def :ermtna aeat;tor+ex+d s � �• ►► �.. � r nth �7T NDA A'RI ,iI�dRE end section,LOP raft to direction METAL BEAM GUARD RAILING - •t f�'sl s(/.�" q.,. . 9r/a•• tN' Min th ead le c A D H z :. r ,1, . I . " � I . - . +• w_ .,-. __ •' in thread len th NO SCALE OR 06X9 STEEL POSTS AN NO SCALE , 1e<• �'/a � g p BLACKS � ;�• 11 of traffic. " 11 M A 771 A 77 A► A5' SHOWN • 4 Longitudinal bar 'I _ 1. . .,. . Is! , so B I . B2 ----- #4 Dowel spaced 4` B 3 .w. (L TYPE min. length 8►► '10 2,79' 1.�` I,Of . aa5• �r e !31,0,s T)? ,.., �r I , . . STATE OF CALIFORNIA r . � GONG RETWALLROAD6110F. r I . . I I L . , L,�,as.T2' DEPARTMENT OF TRANSPORTATION . �9 1-1 . 1. •37.22.1. .1. . • CURBSs DIKES AND DRIVEWAYS • . _ .., � . .. . _ ea . _ X7._6«.PARABOLIC QFFS�TS ., <, P 7 STATE 6F,�CARIFORl41 " . 13CPART1aF.M, ftF,TAT tM . . ,�,GUAlkb,:"'RAJL FLAB '$ . _J ; "art SCALE APPROVED BY I .1. � . . A. I I I . I . ,77. DETAILS . I11 . r . I I I . . �w �%3.SY 1 , , . V _ C M 0 REAL FASHION OUTLET 2100 EL CAMiNO REAS, ATASCADERO r�vE/� �. v� �� �.c.E. �� GOLDEN., i VELOPMENT CORP & CALIFORNIA FACTORY STORES 29743 DESIGN CITY - � �_ * Exp. REV. DESCRIPTION , ` � DESIGNED � . I I I r. . .. . . . ENGINEERING DRAWN . __ *!lE��C�it�a� 1. 6717 MORRO ROAD f/, ATAS9ADERO, CALIFORNIA 93422 JOB NO. 0 466-6827 . . �'� � N a 592-005 ,�11 - - . 4� I ,�', -� ,o+ SHEET v: ,,,, r> 1. ,,=� JOHN FALKENSl1EN R.C.E. 337601 EXP. 6/30/94 �4a OF /7__, ._ ; I "q' e Vie• _ .x .. .:,�.sc.a.uR:::.:>wx.,.,:...:.J:nV...,....._,z.a z,..v.. ::_ .:.,,., q _.......... ;•. ..._._.,,W.,::;, _..,,...- __,.,_ .... .._....._,. _.... ,.. ,......._,.. _.._... ....... .,._, ..._ ....._. ,..•.._ -._ ,..,,....., .,.... ......... ...`-._.. .. ....... .._ _ ,,._. .....- ._._.... .. ......... ..___,,. -.._. ......... ... __. .. ,.. ..... .. ..., _ -.. .._- ..._. ... ..... ._..., ...,.,. ,.. _ ,. ,._,... ... -_.._.., ...... ...... -....... _.. .. ._ ._..., _.,... ....- ... ... .._... ___., ,......._.. .. .,. ._.,,.. .._.. . ......,. ,...._ .......... _..,...... .__.., _._. .... _.. ,.... ..�._... ._. ,. _.,.... ._.._._:.. ,......,.,, _....,...,_ __. _.. .._.._._ ..._..,... ,_�,.,.. _.... ._. .._ _..w---.,. .,.. .�...., ......<a ,.,.. ,...,_....:.. ,.<. ...�:aa.wc:; !d j` ��• .. `t"W,. 1.:•YJI:F„i• .. ,':r,r �:... w'rd,:x,Gxu:! . - _. R+1F6l.M}11SiYRwK6V,711>N is EACH SERVICE TO BE DESIGNATED S-R NOTE: IF MAIN .IS A.C. 0R � ---10 � , ...� .. • ... C VICE BOXES - BROOKS 36-T FOR P.V.C. USE SERVICE SADDLE TO AN ADDRESS AND/OR UNIT BY 3/4" SERVICES OR 37-T FOR 1" SERVICES, WITH DOUBLE BAND AND IPS 7 ATTACHING A SUITABLE WEATHER CENTER BOXES OVER METER SETS EQUALLY. PROOF TAG TO CURB STOP. .THREAD ON THESE APPLICATIONS: , r 12" ' : 36"" Q 6 _ MUELLER H•-14265 5/8" x 3/4" x 1" 1" OR 21' CURB STOP (TYP.) --D NOTE: PLASTIC PIPE SHALL NOT \� IPS THREAD � BE HOT-TAPPED .. --�-18" FOR METER SIZE D SERVICES ® MUELLER IPS ADAPTER -.- 2 1e 13�, H-15426 1"(TYP.) 2 17 1 2 2"r x 1" SCH. 80 P.V.C. P -___ ,.,�----1 OLYI_TIIYLENE REDUCING TEE SL x FIP PIPE CL 200 IPS 1.--2" CORP. STOP - JONES J1943. - OR N I BCO 211 x 1" F I P 2-- 2" SCH. 80 P.V.C. PIPE MIP x MIP TAPPING VALVE-RT CLASS 125, -.., 12" -- " .C. ELBOW BUSHING SCH 80-•------ 3. 2 SCH. 80 45 P.V 0-RING TYPE, MUELLER H-667 4.--2" SCH. 80 P.V.C. ELBOW 'SL x FIP 5,-� 1111 x 2" ANGLE METER STOP-JONES J1527F : 1 --�---�- TO METER BOX 6:--CUSTOMER VALVE-METER SIZE JONES J1,913 TAPPING SLEEVE-M.J. ,CLASS 125, .� - . .2" SCH. 80 P.V.C. 2." SCH. 80 P.V.C. 7.--•METER BOX: 1 1"--BROOKS 38-5 p 2 "-BROOKS 65-S MUELLER H-615 PIPE TEE WATER PAIN a o a 3 �-2" SCH. 80 P.V.C. SIDEWALK OR GROUND k-1 If" D I AM.-------� {------I I If 0 I AM.---------�-1 CAP. �.._ _9"- 8" MIN 18" MIN WATER NOTE: WHEN METER IS TO BE MAIN LOCATED IN DRIVEWAY, A TRAFFICcc 3 Cc } 2r" SCH. 80 P.V.C. g1" CODER SHALL BE USED. : ' 1. MUELLER DS MALLEABLE SADDLE , ELBOW --------` 9 . _ ANGLED_ WHEN SERVICE IS ^ . . • . r" 2. A/C OR PVC _.� " BACK OF CURB FROM CORP. STnP TO METERS. 9 �►,./ •x 3. MUELLER CORPORATION H-10012 OR A TRACER TAPE SHALL BE , • . •, JONES J1943-2" MUELLER H-14265 r" 5/811 x 3//r 11 x 1 11 .� INSTALLED 36 J v /'t ' SPLIT IN SWIVEL GLAND wTAPPING SLEEVE SHALL BE SHALL BE. OFFSET FROM SEPARATED FROM NEAREST MUELLER IPS SPLIT IN TAPPING SLEEVE BELL, FLANGE, SERVICE CLAMP, ADAPTER 1.1-15126 METER SIZE D CORP. STOP., ETC. BY A DISTANCE 7 BY ONE BOLT POSITION, NOTE: WHEN SERVICE IS NO LESS THAN 11 PIPE DIAMETERS, ANGLED, FROM CORP. STOP 0 '7 1" 11'° r�Brr WITH A MINIMUM OF 18". TO METER, A TRACER TAPE THRUST BLOCK-- CLASS P.C.C. , SHIELDED FROM SHALL BE INSTALLED 36" � 6 BOLTS AND FLANGE5, 2"rpSCH. 8O P.V.C. �� 1 45 ELBOW -----2 SCH. 80 P.V.C. PIPE 7.. ADAPTER:- MUELLER [1-15426 JONES J1943 1.-� 1" CORP. STOP- NUELLER -H-•10012 CORP. 5T 2;-- 1" POLY ETHYLENE TUBING-CLASS 200 IPS. 3.--CURB STOP: 5/8"-3/4"--MUELLER H--14265 518"x3/4"x1"1"-MUELLER H--14265 1 WATER MAIN 4-CUSTOMER VALVE-JONES J1908 5.- METER BOX: 5/8"-3/4' -'BROOKS .36-T WATER 2" SCH. $0 P.V.C. 1' BROOKS 37T Bow , F .r.._6,, ADAPTER MUELLER 1-I 15456 _ .._.. . _.. __-.,__- . _ _ .. . . ... _. . _ .. .. ...____�______ ...,•..._._.... _.__._-__.__._.. _._.-.___.._.._..._._�_ ._.. .__ ... _ �. gig A (�. •+ F'O .tp• '� ,g .tp► F,Q SCARF APPROVED Y ;`''"� APPROVED B .�- 0 ,� APPROVED BY,,--,--- APPROVED BY,,,, �� �'` C,) _ WATERMAIN HOT TAF Q•• MANIFOLD ASSEMBLY WATER SERVICE ,CONNLCTION �• SERVICE SADDLE DATE -���� �G uXc�'19u Gd DATE �':�� �r � DATE �G srlu isrxDATE � �a' � i'�� �'� -�i�' '� .1� G G ct GCS rU4 TQ' �4L WA�� rV�IL WA��� T EQ` L WA U4L WAWAWA" LS 1/2" x 5" THREADED GALVANIZED ANCHOR COLTS IN CONC. SLAB. 1u.:a,.wa,M,•iWwdfeefr.�sc atsblin,v<y', p' p : y i.1 CAL 1 JN OUTLETS HYDRANT � d t er 4. rr O.S. $c Y.- MUELLER OR c `�• NO. 12 GA. METAL PIPE - 16" O.D. w, APPROVED EQUIVALENT (TYP.) APPROVED . • � DRILLA/2" HOLES AT 3" O.C. RESIDENTIAL 1 1 CLOW 950 CHECK VALVE `: "' M0. 12 -GA. PLATE WELDED Ta.TOP 1 COMMERCIAL 2 1 CLOW 960 1 �@ 900 BENDS, 24 - a, FL. x FL. PLA N VENT VALVE FIRE DEPT. OPTION1 2 CLOW 565 TEST COCK NO. 1 b DRY BARREL 2 2 1 MUELLER-Centurion A-423 .CORP STOP -- �..._._ _ .COUPLE R r k 18'°-21" �✓ 1. 2.1" outlets shall be Rational Standard hose 18"--21 Viad. 4 " outlets shall be National Sti�ndard. H 1/2" x 5" THREADED'GAIN ANCHOR BOLTS_W/t�F1'1'S ' 211,,4'1 4 �pwpw tt>ir � 4 2�"�"" . NO 2 NO. 3 NO. ^4 WELD 1.1/2" x 1 1/21' x 1/4n x I 1/2x1 ANGLE CLIPSTO PIPE ` 2. All dry barrel hy�kants shall ,. . 'WATER E, "" "r . • •. AT R MA I N r" ~-`_'_..._VERTICAL PIP FL . ;- 54" OR AS REQUIRED ._ .. have 5} , val w? opening � Ill' , . 36 MIN 5 pmt► gwating.nuts. \, ,�\����, ,off .%/ 6 3. For integral sic l ks of less than � ��,; ih P.C.C. BLOCKS' 4" S CON AD � f,��,, ��' ' '/ f��i� ✓�`' ?_ Q. CRETE P -CLASS,8 6 width, hydrant shallbe placed - ff -SACK 2500 PSI heft i recd s i flail k be 12'° G ear vt ,� K LINE PIE MUST NAVE CONT I tJUUUS 5 :.. '�II�IIII IN ' SURFACE. sidewalk. POSITIVE T IVE St.tIPE. TfJ S!1 • . . POLYETHYLENE 1" PQLYE YLEN • 4. hydrant fl ar> sh3l 1 have 5/8," x 311 . FLANGED COUPLING ADAPTER drilled bruaK-bey bolts installed. TAPPING .SLEEVE & VALVE OR LINE 5. Drain hales in drain ring housing shall be pltLg . VALVE, INCLUDING LATERAL 6. Thrust block-Class B P.C.C.; shielded from fl . 8 bolts. r► ..~ --�. WHEN'WATER MAIN IS LESS THAN 3611 DEEP ,._ USE 1"1 BRASS 900 BEND, OR PxPPR'D EQUAL 10. Tapping sleeve-MUELLER 1°1-615, M.J. , Crass 125. NolES� 1.. vol ve-MUELLER MUELLER 1." COUPLER NO. 11�15426 7 11 . Tapping PIPE H H-667 RT O-ring type, . 1" CORP. STOP MUELLER H--10045 Class 125. 2+" - 31" 2411 ti ss,�� �_ i�Pco 1�42C � 1 OR� �44C - 211 8 9 12. Spl i t in' swi vel MAIN -- l shall be 8" -10" 36" ADAPTER 1wlUELEER 111-15456 gland .i rP wS... 7. Valve ve Ca -- Parkson 101 shall offset from split AEI: SIZES Cap in tapping sleeve E be marked WATER . by one bolt position S .+ r 8. Riser 6 SDR 35 PVC. 6 APPROVED »Y � - C�, &` vA R 12 � � � � A#R CUUM E`L.E ASE VALVE � h 29743 � 9. Collar - Class A P.C,C., y `� allowed to cure 48 hours O �` v x � � aL vrrA"r� - prior. to full traff -ro wATER : : v oI:c+►l��° IfY[Xt/Wi .O M6ALN O D � H 1 i� /G l.. Y-DU7M U� LITY. COMPANY APPROVAL � "` CITY ENGINEER APPROVAL ._.^. 11 � ,� 1 �r� / G'o 'ry® v, DETAILS ATASCADERO M U TU TAS WATER CO. qt p 3 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET .. _.._. _. ..._.. . ST4Ve ,/.• LVE /".C. 297Gf ATE T GOLD LOPMENT CORP. & CALIFORNIA FACTORY STORES ..�...-.. REV. DESCRI ION GR. CITY DESIGNED ��Q PACInC BELL ENGR. DATE FNGR. DATE x CUESTA ENGINEERING DRAWN � APPROVED BX%: APPROVED BY, �- DOUBLE CHECK ASSEMBLY N F ACs ANY 6717 MORRO ROAD FIRE HYDRANTS 0 l r , w ATASCADERO, CALIFORNIA 93422 e7 DATE -!"� ' �, 4a 10 Cr ` '" ' PATE (805) 466--6827 JOB N0. ' �r ».... �� 4L WAT FAL ON CAB S s` FF 9Z-OQ5 L WAT DATE , l - SHEET ASCADEFtd MUTUAL, WATER COMPANY oA-r .. d * JOHN FALKENSTIEN R.C.E. 33760 EXP. 6/30/94 / OF /7 1111-1111-11 - :u.: . _ _ _ __ __ _ _ _. . 111. -.111, . t" . I, I I I . / . .. � . � . � . � I I �l I I I I �� �11 . -- . �` i REVISIONS BY 9 , . � - . r„ ., x.xa ". •;-+,.'.s w....'r wr«n.">ha:,,,,.r .,c :,,.,,.x v x...m.ra.,.r� ...-F t,c:r .a..r,w.: m.- ,. .. ..,. u. ... . ,,,..• ., .xm... a.»:. �,fw.'. ..x..s ,. .......,... v.... x-.b. , • /V . .... c rv...+war• a.:.',e ,.LG,ax+r,rvm•R4:rtww,.s ssY. ek X. 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H.n.2.ara M«9 R .. '.T4'Y ,yuygy rvW v'.N.'D. «««Na Y«A:x aYM.`.., N«MJ'.. ar...::,!'N! M«1cW ` Nta1.. s«r✓w ew.'t.•s rnn.,,w;;•s ¢1Ki^3eptrm'M s . tlWAT. a6M.'Ps +0.«/# Yn.. . +:'+ Amx.w. gxm'ys qa.w a4tacN «-^ •,:.:wFN M'✓d'A 6w'.:;' «MMXJ3 MRFa% T� yY, Y^ 3/: _ y au^.+P .,. ^`+1 .Y 'S. .. ...ea'py: ..r.....:,.. .;. .. i.. , , .ap. , ,•„ "^y9..:».«««- ww.M N pywp«,,...,. aH• +s:P rm.. .. .., T H. ♦ °Aar ASA.`'/ `' PRESSURE SEWER.«�IAAIN : 55/'1 41 GRA VITY SEWER M41N : SSMH 14 . . A .: 82`55 L..h. 8" PVC W m MAIN Qao2 aldim toK AV ., G v C•TV v v r cP W . . a , _ « ...,,. .,. ,n .9 .,, .b..,>. 4 a. na a . . �" , .,.« ,. n, _.,. :uv _ ,... .«.,4..,_ «.y a .....,. . .«. .., ,-. . ,.• ,,a..,w , .,. ., .-.s-«a.r.w w. ... .. .r.e ,.aw. ..,rvems+*n•...+- ,c. wv...e,a.•...« ..wvr•..rnwv,.a .:..tM^+•+^sw5+;a^a.,w,,. ,k e+r n.e.. ', a.,v R wa-A vr^• x +e s. s W e mn « +-a � 1p?^',`^^% .. . ^`wwsar .c.«r+ o-,+w .•Baa•-v4•,^..;.^ay.!^ 'r ..y.•,,.p,:,y. f•ITY,M'F' .awaaW'h4'n.+aa^e.,gyY*xre-'Nc..l+'ra.vSn..M v w.r„Xa,..RR,^^3tr- ,y,... rr•+.x a•n.. c u...a+,a+.»p'. ...: sa,arr..angw^-p ... }..ry y^y.,+..f .. DE C T- 1-41 1-6 PRIMARY CONDUITS' TO P«L, DOUB IA'Or4l z 4 A'446GV.�r, -----" CHECK DETEC TOR V41-VO CHECK xa a 40 (6 V V � .e. .,. fit• � � `a '�C 1N FEET) w 28"LIVE OAK d1r1 INCH - Zd -4 41 N n 4� t•r. C4* 2 y W �. LEGEND -- PROPOSED ELECTRIC ��� , z-4 it to z « . PAD MOUNTED TRANSFORMER W ©Q x __, «r ca r• o113UILDING 2-*`-, N 5.00 `� 13" X 240'SECONDARY SPLICE BOX tO o o • wA ti 17 X 30 SECONDARY SPLICE BOX w -. r —f 70 30 FI H FLOOR C ^^pA M/ ..n,: w 4 C a _. � 3' X 5' PR/MARY SPLICE BOXra, � < �� � >" SERVICE d w r..4 STREET LIGHT ra : I" WA TER METER Q r , SL STREET LIGHT TRENCH LINE , z r _ W •F r89�•F- �- sV SERVICE" TRENCH LINE 7* H«ppE zd y PRIMARY TRENCH LINE o CONDUIT SHALL BE SCHEDULE 40 � 176' L. 12"H.D.F.E. STORM DRAIN ® CON TRACTOR SHALL REFER TO LA YOU DRA WING BY P.G& E. a FOR CONTRUCT/`ON PLAN AND DETAILS. A w 4*11 4- r V " CONTACT. fi s�, p PACIFIC` GAS & ELECTRIC — RUSS CRACKNELL -- 434--4430 , MEMBER U.S.A. — UNDERGROUND SER VICE ALERT 8007 642-2444 F71 67 L.F« FIRE SPRINKLER LINE V • o LEGEND -- PROPOSED TELEPHONE d« q 11 ,� � o ❑ ❑ ❑ ❑ T E � ® TELEPHQNE SPL/CE BOX � w � N cy w T CONDUIT WITH PULL ROPE o o V) , a w CONTRACTOR SHALL REFER TO LA YOU PLAN BY PACIFIC w BELL FOR. CONSTRUCTION PLAN AND DETAILS. UTILITY COMPANY . APPROVAL PAY PHONE LOCATION � PROVIDE SERVICE' CONDUIT CONTACT. ~ '� .. PACIFIC BELL - DENNIS YOKES -- 546-7003 Q f ✓` . ► MEMBER USA. -- UNDERGROUND SER VICE ALERT -- 800 642--2444 PA FIC GAS dt E CTRtC CO, UA 4 Q lLEGEND PROPOSED WATER z o .. .. 1s PACIFIC/BELL" � w Q . a N ■ WA TER METER c)� SOUTH!lERN CA FO N!A GAS C—O AP ANY � FIRE HYDRANT .,..,.I C;1B U I L TI)ING I . FALL CABLE Tv DATE 'ow GA TE VALVE � o= - 869..90 FINISH FL OCR b, : ' :, ,, N Q uJ 0 ATASCA®ERO MUTUAL. WATER COMPANY DATE „ DOUBLE DOUBLE DETECTOR CHECK .. DETECTOR Z U) 3--1 WA TER METERS ON CHECK O w ,.BLDG SEWER PER PLUMB/NG PLAN 2" MANIFOLD - ALL SERVICE 4 CONTRACTOR SHALL REFER TO PUBLIC WORKS IMPROUEME T PLANS AND UTILITY COMPANY PLANS z ANL? METER ASSEMBLIES FOR CONSTRUCTION AND RELOCATION OF FACILITIES IN TH PUBLIC RIGHT OF WAY. PER A.M.wc. sTDs: FIRE LINE FIRE LINE - PVC 0900 CLASS 150 ..,..� � � o WA TER MAIN Q. 11.. > WA TER MAIN -- P VC C900 CIA SS 150 W a 2" WA TER MEETER 7RASH ' r L- WA TER SERVICE }" ._.l ry 0"10WA TER SERVICE --- PVC SCHEDULE 80 BLDG SEWER PER PLUMBING PLAN SCO rNgusT', 4eo<5 rzec?uIRgo PER A«IV W C« � aErA iL ~` � O L 867.00 I . LEGEND PROPOSED SEWER c5. J ... . Z WA TER SER V/ F._.. z 2" WATER SER VICE O w SEWER MANHOLE Z -� --� SSMH -- w W `ss� c'cy�Q Uri T z 90 BEND ;.c' o C 4s-1 - �a ( SEWER CLEANOUT }--- ,� d SSCO � (� CV SEWER MAIN - P VC SDR 35 r�cte J 4 P v 2--•4' G$ONDUI75I V ",/2G®A✓G"�J''/T�GT�r./� $ q-24 -q2 B 9, _ T 390 FT. 1-µ 1-4 NDUIT T T T ,o T , T 1-4' CONDUIT TO-P«L. « ® scale PRIMARY WNWT ®p P P p wa P y U « « a 1Y?1 - « �. y 250 L«F. 12 H«D.P.E. S;VRAI DRAIN c� 247 L. ZOOM, I PROPOSED « LEGEND G A S job 221.6 qo r. �.� *49 � r...•.. .. ... w.vw-.^•,n ,,..•Na.-F. .>.,..,..,, w..a....r. .: t,.. ., ,,,... ,o rtl'. - :' .. 'Y' . "' yx i �{`.:. r. r S. a 24931 � 1.12 ; sheat v w E o G GAS SER VICE 1 j • �� a, �, S 28-0249" �, FI ! 1 q�' f- "'� CCAS I`�I erAiE1e f 1 , L. •�a N t� - Pia pa��.a ��L� T: Y. } G rY 2"GaoV 17U'/T' FOR 44454E T V 17W PHoAv-0 cgIVAPZll s t ; 4 POST MILES ,,.' SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS G�uI k, a f•- 'PLANS . P D T CONSTRUCTION QTES # 04 RIt) 4b'• so _ q r 11ALL CONSTRUCTION ' WORK' AND INSTALLATIONS SHALL CONFORM, TO • " CALTRANS STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE ��p,. w`p�, �'•, ,��� ,,rw .o;rR4. 'SUBJECT' TO THE APPROVAL OF .THE CALTRANS INSPECTOR. j �. 3 ' as 6 , 1} o ,/ � : • 10.0 t SOILS 'T'ESTSSHALL BE DONE INACCORDANCE WITH CALTRANS ear m ,m STANDARDS AND SPECIFICATIONS. .ALL TESTS MUST BE MADE WITHIN �' ,� FIFTEEN DAYS PRIOR TO' ' PLACING MATERIAL. THE 'T'EST RESULTS . SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE N -MATERIAL. a 9�� 1 �t`wfY o coNon qIA s� 5. COMPACTION TESTS SHALL BE.. MADE ON SUBGRADE MATERIAL AND 7EaY MATERIAL PLACED AS SPECIFIED BY CALTRANS. SAID TESTS SHALL at}c, Roac1 (. ROAD MATERIAL 4000s Avq leolTy✓'ivy azhq j\ " •o BE APPROVED BY CALTRANS PRIOR TO PLACING OF THE_NEXT MATERIAL. Ave. A •q , a 4. StTBGRAD'E MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION n q��y `8�q �atat wl �v Q `, , �s�°�'� OF, 95 IN THE ROADWAY' PRISM BETWEEN FINISHED SUBGRADE v•@' ?4 0 aJ" a DE " � ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL .SECTIONS µ `*°£R A NE MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL 1 �V: Gni °"✓i� eve, q�ygt abs o+ �y�•5` dq.N�aN sc1 c �$ BELCOMPACTED TO 90% RELATIVE COMPACTION,; AARY "'FrAtR C . 5 A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY CALTRANS. � ora � HIGH q, p�"� �` x Qy AN EFFORT HAS BEEN MADE TO DEFINTs V0. THE LOCATION OF UNDERGROUND E.t.•.'k �tw�' . 9q FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILI'T'Y , re AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS; PLAN '"o m AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. CONSTRUCTION „ 1e CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ��.' ;� ,�,� � RESPONSIBILITY FOR LOCATING, OR HAVING LOCATED ALL UNDERGROUND- o , AVE UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. rdatry`'-•'--Avg. 9 '`�' .».' »,.....a,,..�._..,� � , ° 7 ALL UTILITY COMPANIES MUST BE NOTIFIED 'PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION CONTRACTOR SHALL CONTACT: -_- ? � ti- UNDERGROUND SERVICE ALERT AT 1-800-642-24.44AT LEAST -1d DAYS ..._~-. , BEFORE BEGINNING EXCAVATION AND SHALL VERIFY THE LOCATIONOF ANY' KNOWN UTILITIES AND , WHETHEROR NOT A REPRESENTATIVE OF EACH � • _ # rAt r EACH COMPANY WILL BE PRESENT DURING e d � EXCAVATION. a e' 6. A CALTRANS ENCROACHMENT PERMIT IS REQUIRED FOR ALL WQRKDUNE GHT--0 -WAY AND WILL BE VISIBLE PRIOR TO _ .. WITHIN- THE' PUBLIC RI THE START OF CONSTRUCTION S CINIT M 4. THE CALTRANS INSPECTOR MAY REQUEST REVISIONS IN THE -PLAN TO s � SO 'PROBLEMSN FIELD. LVE UIV�FORSEEN . THAT MAY ARISE I ` THE 10.. CONSTRUCTION'C'ONTRACTOR SHALL MAIN'T'AIN A CURRENT, COMPLETE AND ACCURATE RECORD OF ANY SAND ALL CHANGES FROM THEN CONSTRUCTION AS ' PROPOSED IN THESE PLANS AND. SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR "AS�--BUILT" `DRAWINGS. NO 'CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CALTRANS INSPECTOR, H. ALL UTILI'T'Y RELOCATIONS, AND/OR ALTERATIONS SHALL BE THE SOLE . . " .: RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE.. t /? IN THE EVENT THAT THE CONTRACTOR-NOTICES IRREGULARITIES IN THE M a. Q LINE .OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. IF HE FAILS 'TQ DO S4, THE CONTRACTOR' SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY } RECONSTRUCTION 'TO CORRECT SUCH ERROR. 13. EXISTING PAVING SHALL BE CUT IN ACCORDANCE WITH: CALTRANS STANDARDS AND SPECIFICATIONS AND SHALL REVEAL COMPETENT ,{ t STRUCTURAL SECTION AND NEW PAVING SMALL BE JOINED AT •THIS STRUCTURAL SECTION SHALL BE INSPECTED BY CALTRANS POINT STRUC , ` $Ir INSPECTOR PRIOR TO PLACEMENT OF EASE... 1 ......4. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A LICENSED LAND SURVEYOR IN THE STATE` _ .,... OF CALIFORNIA AS REQUIRED BY STATE LAW. ` M � eD�90 15 OFF-SITE GRADING OR OTHER CONSTRUCTION WORK, IS NOT PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OFF-SITE PROPERTY `r. OWNER. 1 , /(. CONTRACTOR AGREES THAT IN ACCORDANCE WITH'-GENERALLY ACCEPTED CONSTRUCTION PRACTICE., CONTRACTOR WILL BE REQUIRED TO ASSUME u `�► r�CS �fr�7" SOLE .AND COMPLETE RESPONSIBILITY FOR JCB SITE. CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR THE PROJECT. THIS r� PROJEC 1 �T MAP INCLUDES SAFETY OF ALL PERSONS AND PROPERTY THAT THIS g .t = REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE `ww LIMITED TO NORMAL WORKING HOURS AND CONTRACTOR FURTHER AGREES TO DEFEND., INDEMNIFY AND HOLD HARMLESS DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY ROVEME II CALIT'xA N S UP ARISING FROM NEGLIGENCE OF DESIGN PROFESSIONAL. � CODER SHEET M..a1T THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES11, TRAFFIC CONTROL HAND • ._ ._. MANUAL�FOR TRAFFLC�CQNTROL AND WORK AREA CONTROL ACCORDANCE WITH CURRENT CALTRANS TRAFFI 12Fg q ss �.� e, xlsr��✓ �' ��, , 2 BOOK. ENO STREET CLOSURE WILL BE PERMITTED • Ivo o� �,�/o�� ��/� , • ® . . UNLINED /� GRADE CONSTRUCTION STAKES SHALL BE SET BY LICENSED LAND � feF rY? D TH EAST SIDE HIGHWAY O SURVEYQ IN , HE STATE OF CALIFORNIA. . PGG L'(R9 lk 40774e ;._. . /9. NO CONSTRUCTION SHALL',' BE STARTED WITHOUT , .NENCROACHtMEN DEL [C "ROAD -� .ND TH�a�1�ND� DF'F`--RAMS PERMIT APPROVED BY CALTRANS,* CALTRANS SHALL: BE`. 1!+tOT2�`?-IW .AT- .M _•;.. LEAST 4 ROURS PRIOR TO STARTING aCON �`�'tUCTION t ANY Ylrev.1061,e .fr c�D/.tfT CONSTRUCTION DON:E WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION' R.10 6x167IN2` 4vA,?,7.Vq/L 5 DEL..�. ROAD - STORM DRAIN CALTRANS W-ILL BE R JEC�rED. Aran WILL BE AT THE CONTRACTOR' S' ERAS . AND/aR oWN R��K AND �xpENSE aU o<pL7R9/G �T Z3viG� off'• 97 ALL METAL BEAM OU'ARDRAIL, :POSTS, . TERMINAL SECTIONS ANCHORS , �TA11..._ SHEET DE 'ETC TO BE REMOVED, SHALL ' BE SALVAGED AND DELIVERED TO THE a, n CALTR,ANS MAIN'T`ENANCE YARD .IN 'TEMPLET ON. AES ,N©725, leo. or +torr alo't i W ar C 1c rato J' cc+ ss t t t ' t ire'o�.9r�✓ lecord Maps at District Office" ReGDC.�re• eX/97_11V6 514/6 COVER SHEET CAMINO REAL FASHION OUTLET -- 2100 EL CAMINO REAL, ATASCADERO CITY GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES D „ REV. DESCRIPTION.* DA ENG-. MEs IGNED s< . CUESTA ENGINEERING .DRAWN 6717 MORRO ROAD „ ` < ATASCADERO, CALIFORNIA.,,,93422 r., JOB NO. 4 (805) 466--6827� 92--005 r —,SHEET h JOHN FALKENSTIEN R.C.E. 33760 EXP. 6 30 94 ! OF ,0TAt POST 14ILZS�,. "SMEET' ETS ST. DI COUNTY ,"' ROUTE TOTA EC Ll ''PROJ T NO 777- 77,-' 'PL'Aff`S_-�APPROVA, 'L DATE, N N�j zez W16 % M4 Its a.? a-f", w CONCRETE 8,59.8 F1 V—GU TTER R cp's Z-24 --------------- F.el-4 r1A 14 /A?e - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 94) J A C RERm �ld t6 '. __-- -) .. . . I I I t4 ------- 862.9 TOP HEADWALL 4v.1 QO .7 A1 Z6 0 4- ------------------ 0 0 o 00ki X_ 40=- 3 e171 L0 N �N LIS ......... GRAl 8 j �I?H-Z V 7/�4,*e TIC CALE 0 BASIS OF BEARf NOS CENTERLINE ROUTE 101, N 2180 09, 04" 10 4?, ?/_ZZ IV t/7/V,,0'/ '191 00 IN'tERSECTION OF LINE, f...... I BASIS OF ,STATIONING: STA 10+ 5:x 11r1417r AND COMMON TO LOTS 8 AND 90 BLOCK 23, ATASCADERO COLONY ' STATE HWY 101 EAST RIGHT-OF-VAY CENTERLINE ,,STA ,128+09.19 (IN FEET,) 95' RIGHT PLAN 1 INCH 20.FT W .4w 20# SCALE* 7 .............. .......... ........... ............ .......... .......... t ...........�11 644 ,le� .......... dam t11 0 A 2-205 F�EEWAY CAD; 9 UNLINED, DITCH EAST SIDE HIGHWAY 101 SLO 0' S-/O DEL RIO ROAD P UBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET PMENT CORP., & CALIFORNIA FACTORY STORES DESIGN REV. DESCRIPTION ECNIGTRY. D DESIGNED DATE ATE CUESTA ENGINEERING DRAWN PROFILE 6717 MORRO ROAD ATASCADERO, CALIFORNIA 93422 1 20 HORIZ. JOB NO. 05) 466-6827 1 :49 do SHEET JOHN FALKENSIEN R.C.E. 33760 EXP. 6/3 0/94 OF to ------------ -------- ------- ---------- r , t ; x e ,Y _ • � ti4 • , O • ' , .a..k. ,w ,.,. ,:...,.. :.:,.-. ,sax .� •,. ..,t t .._._.._....-r �'.: � �.:-A �, .�. Wit, 221.64 49 Iu lam'" �''t.���: � � :� � �, � : �. , `� • �� r l< i i 1 t 1 f i ,�-- I I 8 I it i t � i d i 1 t v! a� _ a m f ; gg }} , Y ... , , x c � � r Q , , g,. �..��-•- � � ,. ire ,x T„„un F ,. 1 J TREF N t6 x y O, ILANTHUS ��• _ WXYZ �.A�'to 0 �IIC SCALE so , (IN: FEI�T) b , + p /N ; Md _ , , r , a o + , , r . , n , « : dor corn �►1et�; R.�' . � l�cc rwat� ��cC s� C��=�t�l, �e-� ' d I�ecor a0s ;at Di riC�t f iic{ „ UNLINED DITCH '— EAST SIDE HIGHWAY 101 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET - � GOLDEN W DEVELOPMENT CORP. & CALIFORNIA FACTORY STORES REV. DESCRIPTION oA� nic . Qac f DESIGNED PROFILE , �� �. ti �f���G � ��Y :��� UESTA ENGINEERING DRAWN. � fF , � f � . 6717 MORRO ROAD ATASC DERO, CALIFORNIA 93422 JOB NO.� i HCbI (soy) 466-682792- 0 05RD1 ! 4R TCAL SHEET .” JOHN FALKENSTIEN R.C.E. 33760 EXP.. 6/30/94 3 OF lD 7�, `4 P 0 4.S ST MILE'S RRIST VOTAL D, Y_ RotiT$ 'tOTAL,PROjECT, S'll EIET S Rk 0 t "e", N Ilk) API R,0,VAt,"`lbAT-19 eoZ \N 77 Alka �i , , �1, ::�s� 1% 1 0./0 1 014697ar, Alm it G M T, ILk SI, NJ NO km 14, \m v it N_ ;z) "s s s it 'A it NZ il V -4 , ;z % % ��Z A� lN si_ kF wow* 'Z� NM, Sk 7� rs') '4z x >4, via 441 0 llk. All I 0_j If .1 4 -------%---- /va 1 4ppw� �02 ao� + -—----------- ----- % ------ ----- .91 Q) -To ...... 19W -Z Pto 90)q10 2 . 0 0 .......... 7, 2, .3 vv �N27'08 GRA 76 rL 7� Flo U ob wl e x 7"' 17 oa, 7 7'46'5 2, ..... 77 qr5,,, :7 W$r 70� 7'� 01,01 1 W "N 7 0 7 ri 6-7 4 A Cl )"elc rrl 46 4 �'r,9 1467 k d I ir av l"v) v-1 4:� 1,01 leg 00 ve xv , I I v -1 1 5-47 4- ale FOUND 2 1,.P A,411.4 a-v xle� 7���, 7 w)vl4 J, STAMPED "CAL DIV, H 1C 4E, Ile qRAA`P 4�01/20140,jl�� A -------_4 " I'll 1 � 'f 1/4 Rr 10, I . -f '0 g 0., 0 HWYS STA 133+00- It I �l 'J, It Z 0 - .40 RT*` PROTECT -/49/4V �g7 'ry*p1e0okV4 y y 7 r1;P14,44 C)q0S*5 see 71 IV x X, '114 PLACE 6-70 A N I:TE.t 1 INCH 210 TT ig ;0 r,,�7 le : PL SCALE 1. 17 T------------------ ........... .......... .......... ;�Ao -V-4. ........... ............ ...... 4 _77 oc J�Z _Val IT N1.4 Yl -77 ,, ............. 67Z V N, v% A, I % joci 09= ZIA 34 N-* moo 00000 N1 A- NZ Owen 1'W 6 Ab ib Ji', 'W ta_','7% -A I )W....... V,-L, 'OU-C F Atc (,AW 4,!�XA97'IA4. e46 40 -0 'ap n" mt c, Ic DEL RIO' -ROAD NOR"MBOUND OFF-RAMPSTA. '13+00 TO 19+16.60 U-S, HIGHWAY 101 —. ATASCADERO PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET GOLDEN WEST DEVELOPMENT CORP. & CALIFORNIA FACTORY STORES ESIGN CITY REV. DESCRIPTION p DESIGNED ENGR. DATE ENGR. DATE T) NGINEERING DRAWN PRO-ILE' 6717 MORRO ROAD ATASCADERO, CALIFORNIA 93422 JOB NO. 1 20' KORIZ. (805) 466-6827 92-005RD V-R!TCAL. Cf Z_ SHEET Z-s JOHN FALKENSTIEN R.C.E. 33760 EXP. 6/30 OF XV vil ---------- ------ ------ ...... ............ ....... ......... G ,i l•. 120' 101 Y i 08 -0 60' 49 901 100 110'120' c� USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION µti w 4' Nin Limit of Planting area at contractor's option O'or greater unless Otherwise shown X Crosswalk A CASE A 4 4 f 4 Y BASE. B C D L/3 Ary- L/3 L Y= 2.25W(X a L L : LENGTH OF TAPER W = MAXIMUM OFFSET DISTANCE X s DISTANCE ALONG BASELINE Y = OFFSET FROM BASELINE L. DISTANCE' X 120' 101 20' 30' 40' 08 -0 60' 80' 901 100 110'120' SHEET I OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION µti W 4' Nin Limit of Planting area at contractor's option O'or greater unless Otherwise shown of sidewalkSeism Crosswalk Aar .8 CASE A Gv1 AorB Drs ` ^'.+.'t...H CanBtrusCtian, Retaining curb if 4. Vol OFFSET,Y 12' .19' 0.75' 1,69' 3.001 6.00' 9.00' PLA"S A"IIOVAL QATe « • 11.25 11 .81 12.OQ DETAILS N"C1. 1 curb 'm �y809MING DETAIL Front page of 8.33% « SfO$W*W See Note 10 If located In center of'curb return Use grooves on sloping Se® Note 9 portion of ramp when Top of r 0 } TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y-2,25W(M-)° FOR THE PORTIONS AB' AND C'0' WHICH ARE PARABOLIC CURVES. THE PORTION B'C' iS A TANGENT. WHEN THE BASELINE IS CURVED, THE OFFSETS.ARE APPLIED TO THE CURVED BASELINE, AND B'C' IS NO LONGER A TANGENT. A AMERICAN PUBLIC WORKS ASSOCIATION -w SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY Tj* APWA.AGC JOINT COOPERATIVE COMMITTEE MEDIAN T R1 STANDARD PUN .8,33% Max See Note 9 08 -0 1944 Ii ROMP $ine $109>e Varies unilarsly from a 4' Min 12.5% Max at curb SHEET I OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 12.5% Max at curb 14TL9S ' , 4 .8,33% Max See Note 9 .,,�;.� Crdslaw jk w � b y -%t irm" Ii ROMP $ine $109>e Varies unilarsly from a 4' Min 12.5% Max at curb 2% Max µti W 4' Nin Limit of Planting area at contractor's option O'or greater unless Otherwise shown of sidewalkSeism Crosswalk Aar .8 CASE A Gv1 AorB Drs ` ^'.+.'t...H CanBtrusCtian, Retaining curb if 4. necessary at *a" of sidewalk yiy l y 1. 1942 approximately 1}/2" on sloping Persian of camp PLA"S A"IIOVAL QATe « • �'. _ r' • ti:' �f' '� : , �:, ;',': - See Nate 9lor- 12.5% Mgsc a M DETAILS N"C1. 1 curb 'm �y809MING DETAIL Front page of 8.33% « SfO$W*W See Note 10 If located In center of'curb return Use grooves on sloping Se® Note 9 portion of ramp when Top of r 4' Min located In center Rounded.. of curb return .r --. i 2% Max Ty 8.33% rlax SECTIQN A -A Top of ramp � p Retaining curb ROu+'ntled., if necessary I- 8.33% Max 22 Max rJ Tom... IQN Depress entire slosook as required 1, If distance from curb to book of eldswok Retaining aura it necessary 5ECTIQN C: C edge of See Note REVISIONS p'�'1.POI�`At,, DESCRIPTIONS ElY CRATE AP�PROVE.Q COUNCIL .RESOLUTION NO. 26-92, A., 1a� POST 14TL9S ' , TOTAL WT c06piTv 11ouvc t1105T 1$1 t hMq t�TOTt . TA T 42'4, O rNII ifArry b y -%t irm" Ii ROMP $ine $109>e Varies unilarsly from a n n r% 1r vI-t'tr" err. tv tI"T. rn ev I 1 R /W 1. SIDEWALKS SHALL BE CLASS 8 CONCRETE; A' MINIMUM OF 4" THICK. 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED TOA MINIMUM OF 9Oy MAXIMUM DENSITY SHALL BE PLACED UNDER THE SIDEWALK WHEN THE SUBGRADE HAS AN R --VALUE, OF LESS .THAN 70. 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS AND AT ALL INTERVALS NOT EXCEEDING 25'. 1/2" x 18" SMOOTH, GREASED DOWELS° 24" O.C. TO 8E PLACED THROUGH THE EXPANSIVE JOINTS. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM DF 1-1/4" IN DEPTH AT INTERVALS NOT TO EXCEED 5'. 5. SIDEWALK WIDTH iN COMMERCIAL AREAS TO BE DETERMINED BY THE ENGINEER. DRAwN BY; CITY OF RTAS ACiERO" F .A•L. ENGINEERING DEPARTMENT DRAWING NO. ESIG E#� I31'» S. J. S. D TE: � D E. VSA 2 2.7.92 LKS 419. BILE NAME: AT419.DVVG . A Or 6 be 011"d parallel to crosswalk. Ines WT c06piTv 11ouvc t1105T 1$1 t hMq t�TOTt . or poralelto the prolongation of curbs when there are no crasewal k lines. TO P" salad Ii ROMP $ine $109>e Varies unilarsly from a Retoining curb if maximum of up to 12.5% at.cuM to conform W necessary at 6040 Limit of too of the ramp. except in Cases C and G. at contractor's option 12. Utility put boxes. manhdes, vau►ts and of unless Otherwise shown of sidewalkSeism other utlilty facilities within the boundaries Aar .8 Tj Gv1 Drs ` ^'.+.'t...H CanBtrusCtian, Existing curb and sidewalk ApprOXIMOtely T4" except . yiy l y 1. 1942 approximately 1}/2" on sloping Persian of camp PLA"S A"IIOVAL QATe « • �'. _ r' • ti:' �f' '� : , �:, ;',': X1i'�r LIP DETAIL DETAILS N"C1. 1 See Note 7 �y809MING DETAIL pw 8.33% « NO SCALE Note 9 ME STANDARD PLAN NLSP A8 X Se® Note 9 VEX 4"e NOTES Front 1, If distance from curb to book of eldswok edge of is too short to occommodote romp and 4' Sidewalk platform as in Cine A, the aiaewalk may be depressed iongltudinally as 1n Cass 6 or 4' C or may be widened aS in Case D. .. , ti See Note 10 if located „ x n 2.1f sldewalk is less than 5' wide, the furl the owessed �✓ in center of curb return+� >a width of Sidewalk shoe be as PNanting shown in Case C. CA§E C area 3. vhsn romp Is located in center of curb Use when slaewolk Is less than 5' wide 12.5% Max return. crosswalk canflgvrotian must be sifi$ar to that shown on the pion to Olt curb A or $ accommodate wr"M*:hoirs: 4. if plant" area Width Is equal to or . CO ramp side mos ramp .43' ++ I► i Ste Note 5 slopegreatr (Se sicpe Oc) distance _ 3" tees Case G). r S. For Cases F and C. the longitudinal portion r,,... .,..1 of the sidewolk may need to be depressed A. or B as shown In Case 8. . 6. if located on a curve the sides of the c ramp need not be parale4 blest the mRnftp x x width of the romp shot be 41. Ar sidewalFront Stir of 7. the bottom of the romp shat have a " 'r %2' by at 45'. v See Note 9 S. Sidewak and ramp ttnickness, "T". Snag be 3y2", 9. The ramp shall have a Cl" Igloo border with FrpnT edge of X 4 1/4 " orooves approximately }4-01) center. Sae The s4rfoce of ansvierse sldewok + 3� have a broomed as -fl, � texture rauQW than the surraundVng sjoewdk X except when located in center of curb L 12.S% Max return. ._ .l at curb 10. when romp is located in center of curb return, it "Ibe 'grooved In a nerrtnpbons �1 CASE D -�.----.*. Sete 4 e No pattern with 1/a"grooves approximately Iifa' on center. See grooving detoii, Grooves CAS .... ,. TAS PR JE 6 „ +._..�'--�.. z Cj �4 . }. CxST CQCM1tr .ROUTE g SMI. R=�? ". f2 6 f ._` 24" R: T Re1f2 ° ✓ ° i k 12., 24.. 4 ^ T -1 YMD 0M ENG c ip, ; 6., or Var 2 a < + 18' 2" or Ydr ' R=;%2' .� < l cl2, c t ,1,1.14ti* < t :t' i s < '^in n '.r" ""'� 7- ° �- -.-Z. R-12" iC � JW l y 1. 1992 r o+^'•_�,,�.++',''' c ° • . PLANS A40ROVAi RALE �. ° ; E id 4 G ( _ n.,.'p^, q ,^ 'v, I 4D' ° � ° ✓ r o ° • r ---1- 3-,..� ° ° ....�.L �� r ° ° v� ° r ° r e � N: o c 0. � �R 1" AL -_6 R=r ° ° CURB R.I 9" TYP A T_&` C �ANTIE CY � lS .f2 R=1/ •" ER LF 33' .. 33„ Briggs sidewnuk 1 2z AI -6. 0.02985 T R=�/2' _t ?" 24., R=�fx Stotie 4/+"`tsar ft-� -Face of Curb A2-6 0.05903 AC DIKE 2" dr Vor .R=rf2' T r P 2.. kyr Vqr r R j r /T AtES 0.03084 �L�Ai�tlTl Finished �(< ' i r A2-8 0.06379 TYPE CY PER LF r r --A, °c °.._- �` Y4..yA p .r7v z . r roadwaysurfaceBl 0.02930 A 0.0135 k_g2 0.06171° s �. 04 Longltu,l 'l`w•4 Dowel spaced 4' -�- , 83: O.Dla74 C 0,00.38 R-1"•, bar Min length 8" R=1 TYPEH B4 0.05709 D 0.0293 1�2 83 ON BRIDGE$ E 0.06661 E 0.0130 TYPE 6 Superimposed dhexisting pavement AC wontitles based on 5% cross slope CURBS E$ C9 0.#2' Vor Yor worp when I. ; Marp when# Vor cut Mope needed needed _ 0 1 � '� E5 + ' e,,•-�-^�--F411 anal compact with excavated � 1.�7"•,•R 0.08' a/2 "-" i material to top of dike r--.Y4r slope Join W Join N _ Rounded 2/. T . �' t { 1 0,60' Front edge r, -- sr --,--I R=D.08' LevelOn®-_ f sidewalks r' a' a Level line 1 See Note A stir , 2 - 10% Max / Straight �, 1 R TYP . A Vor _ ---See Note A jgrode v� �,% 4 --Cutter grade I#GN DgcE _Vor TYPE 0 Normal sldewdk M55TTABLE E Str.4, mtl' ' e PLAN O.I2' ver .cut slope a.z -.- Fig and compost witti' excavated % % v material to top of dikq ES R-0.08' - Vor. slop+e3 See i i �I +� 1 r Goa}pact AC against excdvflted face "' "' 'Notes; ` i 6/2 I 0.60' i5 and; !Sidewalk N r0epressedP sidewoik rs RZ0,a8' 7 0,33• 6 . Rounded-. ,'-27 Max ! s f Level line �-�'' f 0,42 "See Note A '*,.'._'Si'.'.' J ... �--'--Ver r Y ; �---See Note A ° 10% Max -T Min V2:1 or steeper Level line ✓ I 3 X67 V or Gutter grade--" Bottom of curb i ; %2" R TYPE Curb tacel "~ Gutter grade iilGH DIKE TYPE E ELEVATION MOUNTABLE DIKE CASEC 8 "--� •-0,33' NOTES Depress entire sidewalk �, Shoulder � � � �Levol line' 1. Case A normally, applies.Vor 2. Use Case B when romp slopes would exceed 10% in Case A. aE-UI JNS 3. Use Case 8 whets sidewalk cross slope would exceed 2% In Case A. Longitudinal slope of worpetl area adjacent, to driveway See, Note A shop not very more than 6% from the longitudinal grade line of .the, sidewalk. DRIVEWAYS surfocene 4 , 4. The sidewalk cross slope 1n Case B may be Increased to a TYPE �. ASPHALT.' CONCRETE .DACE maximum, of 47 for distances not to exceed 20 teat. LOW OWE5. %=3'-0" except for curb heights over 10" where 411 NOTE A - Extend top IoW,of pf AC placed on the slopes shalt be used on curb slope. shoulder under dike with no 'Joint at the ES 6. % is variable when sidewalk is located where wheelchairs may traverse the surface. Slopes shoo be 12.5% maximum. STATE OF CALIFORNIA T.. Sidewalk and ramp thickness "T" of driveway shag be DEPARTMENT OF TRANSPORTATION 4" for residential and 6" for commercial. + DRIVEWAYS, �! u/ S. Difference in slope of the driveway romp and the slope' f - DIKES AND RAi R v G �T .' of a One between the gutter and a point on the roadway NO SCALE 5 feet from gutter line shoo not exceed. i5% Reduce driveway,romp slope. not gutter slope. where required. A87 A Or 6 be 011"d parallel to crosswalk. Ines CASE G or poralelto the prolongation of curbs when there are no crasewal k lines. Sac skate 5 Ii ROMP $ine $109>e Varies unilarsly from a maximum of up to 12.5% at.cuM to conform with longltudknai Sidewalk .elope 0010aant to 9 Removal and replacement Limit of too of the ramp. except in Cases C and G. at contractor's option 12. Utility put boxes. manhdes, vau►ts and of unless Otherwise shown Roundea i other utlilty facilities within the boundaries on protect pians Tj of lite cu rb ram willbfi relocCted by others prior to, or in conjunction wltn, curb ramp Drs ` ^'.+.'t...H CanBtrusCtian, Existing curb and sidewalk ApprOXIMOtely T4" except . approximately 1}/2" on sloping Persian of camp STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION �'. _ r' • ti:' �f' '� : , �:, ;',': CURS RAMP LIP DETAIL DETAILS N"C1. 1 See Note 7 �y809MING DETAIL NO SCALE ME STANDARD PLAN NLSP A8 .... ,. TAS PR JE 6 „ +._..�'--�.. z Cj �4 . }. CxST CQCM1tr .ROUTE g SMI. R=�? ". f2 6 f ._` 24" R: T Re1f2 ° ✓ ° i k 12., 24.. 4 ^ T -1 YMD 0M ENG c ip, ; 6., or Var 2 a < + 18' 2" or Ydr ' R=;%2' .� < l cl2, c t ,1,1.14ti* < t :t' i s < '^in n '.r" ""'� 7- ° �- -.-Z. R-12" iC � JW l y 1. 1992 r o+^'•_�,,�.++',''' c ° • . PLANS A40ROVAi RALE �. ° ; E id 4 G ( _ n.,.'p^, q ,^ 'v, I 4D' ° � ° ✓ r o ° • r ---1- 3-,..� ° ° ....�.L �� r ° ° v� ° r ° r e � N: o c 0. � �R 1" AL -_6 R=r ° ° CURB R.I 9" TYP A T_&` C �ANTIE CY � lS .f2 R=1/ •" ER LF 33' .. 33„ Briggs sidewnuk 1 2z AI -6. 0.02985 T R=�/2' _t ?" 24., R=�fx Stotie 4/+"`tsar ft-� -Face of Curb A2-6 0.05903 AC DIKE 2" dr Vor .R=rf2' T r P 2.. kyr Vqr r R j r /T AtES 0.03084 �L�Ai�tlTl Finished �(< ' i r A2-8 0.06379 TYPE CY PER LF r r --A, °c °.._- �` Y4..yA p .r7v z . r roadwaysurfaceBl 0.02930 A 0.0135 k_g2 0.06171° s �. 04 Longltu,l 'l`w•4 Dowel spaced 4' -�- , 83: O.Dla74 C 0,00.38 R-1"•, bar Min length 8" R=1 TYPEH B4 0.05709 D 0.0293 1�2 83 ON BRIDGE$ E 0.06661 E 0.0130 TYPE 6 Superimposed dhexisting pavement AC wontitles based on 5% cross slope CURBS E$ C9 0.#2' Vor Yor worp when I. ; Marp when# Vor cut Mope needed needed _ 0 1 � '� E5 + ' e,,•-�-^�--F411 anal compact with excavated � 1.�7"•,•R 0.08' a/2 "-" i material to top of dike r--.Y4r slope Join W Join N _ Rounded 2/. T . �' t { 1 0,60' Front edge r, -- sr --,--I R=D.08' LevelOn®-_ f sidewalks r' a' a Level line 1 See Note A stir , 2 - 10% Max / Straight �, 1 R TYP . A Vor _ ---See Note A jgrode v� �,% 4 --Cutter grade I#GN DgcE _Vor TYPE 0 Normal sldewdk M55TTABLE E Str.4, mtl' ' e PLAN O.I2' ver .cut slope a.z -.- Fig and compost witti' excavated % % v material to top of dikq ES R-0.08' - Vor. slop+e3 See i i �I +� 1 r Goa}pact AC against excdvflted face "' "' 'Notes; ` i 6/2 I 0.60' i5 and; !Sidewalk N r0epressedP sidewoik rs RZ0,a8' 7 0,33• 6 . Rounded-. ,'-27 Max ! s f Level line �-�'' f 0,42 "See Note A '*,.'._'Si'.'.' J ... �--'--Ver r Y ; �---See Note A ° 10% Max -T Min V2:1 or steeper Level line ✓ I 3 X67 V or Gutter grade--" Bottom of curb i ; %2" R TYPE Curb tacel "~ Gutter grade iilGH DIKE TYPE E ELEVATION MOUNTABLE DIKE CASEC 8 "--� •-0,33' NOTES Depress entire sidewalk �, Shoulder � � � �Levol line' 1. Case A normally, applies.Vor 2. Use Case B when romp slopes would exceed 10% in Case A. aE-UI JNS 3. Use Case 8 whets sidewalk cross slope would exceed 2% In Case A. Longitudinal slope of worpetl area adjacent, to driveway See, Note A shop not very more than 6% from the longitudinal grade line of .the, sidewalk. DRIVEWAYS surfocene 4 , 4. The sidewalk cross slope 1n Case B may be Increased to a TYPE �. ASPHALT.' CONCRETE .DACE maximum, of 47 for distances not to exceed 20 teat. LOW OWE5. %=3'-0" except for curb heights over 10" where 411 NOTE A - Extend top IoW,of pf AC placed on the slopes shalt be used on curb slope. shoulder under dike with no 'Joint at the ES 6. % is variable when sidewalk is located where wheelchairs may traverse the surface. Slopes shoo be 12.5% maximum. STATE OF CALIFORNIA T.. Sidewalk and ramp thickness "T" of driveway shag be DEPARTMENT OF TRANSPORTATION 4" for residential and 6" for commercial. + DRIVEWAYS, �! u/ S. Difference in slope of the driveway romp and the slope' f - DIKES AND RAi R v G �T .' of a One between the gutter and a point on the roadway NO SCALE 5 feet from gutter line shoo not exceed. i5% Reduce driveway,romp slope. not gutter slope. where required. A87 El APPROVED. BY: DETAILHEF"T CAMINO REAL FASHION OUTLET - 2100 EL CAMINO REAL ATASCADERO GOLDEN WEST DEVELOPMENT CORP. & CALIFORNIA FACTORY STORES f EV. DESCRIPTION DESIGNED, ISM, CUESTAENGINEERINGDRAWN 671 7 MORRO ROAD ATASCADERO. CALIFORNIA 93422 ,. JO$ NO 05 466 &827 .'r 92-005 SHEET ' JOHN F'ALKENSTIEN R.C.4. 33760 EXP. £ 30/94 OF (G ©■ / El APPROVED. BY: DETAILHEF"T CAMINO REAL FASHION OUTLET - 2100 EL CAMINO REAL ATASCADERO GOLDEN WEST DEVELOPMENT CORP. & CALIFORNIA FACTORY STORES f EV. DESCRIPTION DESIGNED, ISM, CUESTAENGINEERINGDRAWN 671 7 MORRO ROAD ATASCADERO. CALIFORNIA 93422 ,. JO$ NO 05 466 &827 .'r 92-005 SHEET ' JOHN F'ALKENSTIEN R.C.4. 33760 EXP. £ 30/94 OF (G ©■ !S W1/ 6 W41 d E' yr 4M1 00 cd 19 + 16.60 N.B. RAMP = 21 + 95.00 DEL RIO RD. E 0 r'.a► R1 18 � 04.85 DEL RIO RD. - 4 _ R11/1311A 10.� 9 + 39.87 S.B. RAMP ❑ 7 R11/R11A k -- — R10 ..... 10 R/W ❑ _ G26 -2/G92 -- 12 R10�a ❑ G43/G47 [] + -- + ._ TYPE N � 'e G48/G26-2 DEL � : G34 \ is E LL R16B w41 n, 4--- I 2 00 6co RIO ❑ F� ®' r R17B INSTALL TRAFFIC STRIPE PER UAL I HANS STANDARD PLAN NOS. A2® -A, A2® -B AND A20 C. Q NUMBER IN O INDICATES DETAIL NO. ON STANDARD PLAN. CW INSTALL 12" WHITE CROSSWALKS AS SHOWN. CROSSWALK WIDTH SHALL BE 11 FT. C TO C OF STRIPES. L L INSTALL 12" WIDE WHITE LIMIT LINE AS SHOWN. E PAINT EXISTING PAVEMENT MARKINGS. R PAINT ALL NEW CURB FACE ON CAMINO REAL WITH TWO COATS OF RED PAINT. 1 INSTALL TYPE III(R) WHITE ARROW CENTERED IN LANE AS SHOWN. 2 INSTALL TYPE III(L) WHITE ARROW CENTERED IN LEFT TURN LANE AS SHOWN.- INSTALL HOWN:INSTALL TYPE VII(L) WHITE ARROW CENTERED IN LANE AS SHOWN. 4 INSTALL TYPE VI WHITE ARROW AS SHOWN. 5 REMOVE EXISTING TYPE V ARROWS. 6 REMOVE EXISTING "STOP" LEGEND. 7 INSTALL "SIGNAL" LEGEND AS SHOWN. INSTALL "STOP" LEGEND AS SHOWN. 191 INSTALL WHITE "45" LEGEND CENTERED IN LANES. 10 INSTALL WHITE ''AHEAD" AS SHOWN. 11. REMOVE EXIST. "NO RIGHT TURN" AND REINSTALL "NO RIGHT TURN" LEGEND • THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNINGONLY . 92025 o Q 'OfEssloN�� `aITq F SCALE . PROJECT NO. ` ASSOCIATEDTRANSPORTATION ENGINEERS F�q���<- 100 N. Hope Avenue, Suite 4, Santa Barbara, CA 331 1 O • (B05) 6B7-441 B 1 � �,� VERT. C 15487 ,� _ SHEET OF SHEETS EXP. 3-31-97 HORIZ. 40 R.C.E. 15487 EXP. 3/31/97 DATE 7/22/93 s�9T c jv1� �,�- 7/8/92 DRAWING NO. aF ca+.�F� DATE SIGN LEGEND EXISTING SIGN TO REMAIN � EXISTING SIGN TO BE RELOCATED O EXISTING SIGN TO BE REMOVED � NEW SIGN TO BE INSTALLED O NEW SIGN TO BE INSTALLED BY STRAP AND SADDLE BRACKET METHOD O SIGN LOCATION NUMBER, SEE ROADSIDE SIGN QUANTITIES —SHEET 4 OF 5. NOTICE! THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 NOT LESS THAN 2 WORKING DAYS PRIOR TO START OF CONSTRUCTION 76m io p //Wl7 " @) APPROVED BY.- NOTICE! Y Fr o -TYPE N � 16 R61-7.1 Z H a PD—1 CITY OF ATASCADERO DEPARTMENT OF PUBLIC WORKS PAVEMENT DELINEATION AND °ES'G"Mi►nKF ROADSIDE SIGN PLAN RAM JEF ROUTE 101 RAMPS AND NO. DEL RIO ROAD �� 5 d W41 - tM ® 25 1 4p3H�1 10 MATCH EXIST. STRIPING' STATION 29 + 00 SIGN LEGEND4 0 ❑ EXISTING SIGN TO REMAIN EXISTING SIGN TO BE RELOCATED EXISTING SIGN TO BE REMOVED ® NEW SIGN TO BE INSTALLED Q NEW SIGN TO BE INSTALLED BY STRAP 4 AND SADDLE BRACKET METHOD 27B SIGN LOCATION NUMBER, SEE ROADSIDE SIGN QUANTITIES _ SHEET 4 OF 5. 12` Var. 0 R10(R) o cc 29 w 25 + 24.22 DEL RIO RD. = 2 - R10(R) 10 + 00.00 EL CAMINO REAL R1 2 R18-2 MATCH EXIST. STRIPING Q 2 - R10(R) 0 0 STATION 5 + 00 R2(45) 31 + 5 "` 1 El 3s REAL 27B AMINO. . _ - 236` .-� Z 10 EL _ _ �. _ _ — 0 2 -- CW ;� _ 230' 2 2 2 F-- + + + cv -CURB''+ �,. �'�' 15 6 c�s� 2 --- --- 100'*4- CW 38 R 7 w 38 R7 � z W41 3 R7 / K Mkr. R R10(R) 27 $ � 1 21 R1 R1 ~ C� 6 �t '.'.� 15' 14' 23. 3 Llj c R18-2 c 3 20 R48 . 8 � � ® 33 . A4ATCH LINE STATIR2(45) ON 24 + 00 34 ,r 29743PD E x Exp 3.1195 APPROI/Ed 8Y: THIS ACCURATE FOR PAVEMENTDELINEATIONONLY . °��"L CITY OF ATASCADERO DEPARTMENT OF PUBLIC 'WORKS 25 o ief SS10�t TEVE N J. LVE ER CITY ENGR. RCE 29743 ���`� �p KE(Ty F� F,v SCALE : PROJECT NO. REV. DESCRt TION DESIGNED IE TRANSPORTATION ENGIN S -� �, NOT I CE PAVEMENT DELINEATION AND MKF �� �� THE CONTRACTOR SHALL NOTIFY 100 N.Hope Avenue,Suite 4,Santa Barbara,CA 931 10 ®.M05)687.441 8 4, � NO � � VERT. RA1MN ROADSIDE SIGN PLAN QEF UNDERGROUND SERVICE ALERT (USA) _ No. C 15487 ,��. �, 40` SHEET OF SHEETS 1-800-422-4133 EXP. 3=31-97 HORIZ. NOT LES5 THAN 2 WORKING DAYS DEL RIO ROAD AND % R.C.E. EXP. '3/31/97 DATE 7/22/93 s�� cl I �,��• 7/$/92 PRIOR TO START OF CONSTRUCTION TF o� DRAWING No. EL CAMINO REAL SHEET OF Cq�1F DATE 2 OF -__..w_ _.. A xaA.Nw ta .. ,.•:R, n, ... m,,_.n _,.T »ry.. M... m m __. TYPE N MATCH EXIST. STRIPING R2(45) R7 / K Mkr. 38 .STATION 25 + 50 ® 45 � 44 + K-1 Mkr. W41 K-1 Mkr. 39 21 + 55 35 1q 9 CAMINO9 7 REAL r �-- 32 38 - F- N 9 �- 200' - �� -�- 20 25 -------_- + r- + wr- 2 ..._..�.. �• + + + .i. b - - ca 4 - � �` 22 R7 / K Mkr. _. _ ..... _ ..... _ _ _ _ ,27B, CW 49 8 4 � IL L �- F R R R .� R1o(R) SOP (3) CLASS 1 (FLEXIBLE) , TYPE F 40 ® W11/R53 41 R1o(R) ro 20' 7.5'12' 12' 1 43 R1 R10(R) R1 R1 3� P 1 GENERAL NOTES SIGN LEGEND 1 . ALL STRIPING, PAVEMENT MARKINGS AND TRAFFIC SIGNING WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS Q EXISTING SIGN TO REMAIN DATED JULY 1992, THE CONTRACT SPECIAL PROVISIONS AND CALTRANS SIGN SPECIFICATIONS. � EXISTING SIGN TO BE RELOCATED 2. THE CONTRACTOR SHALL REMOVE BY SANDBLASTING ALL EXISTING STRIPING AND PAVEMENT MARKINGS WHICH CONFLICT WITH NEW WORK SHOWN ON THE PLAN. EXISTING SIGN TOrBE REMOVED 3. ALL CONSTRUCTION MATERIALS, SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE FURNISHED d NEW SIGN TO BE INSTALLED AND INSTALLED BY THE CONTRACTOR. O NEW SIGN TO BE INSTALLED BY STRAP 4. THE EXACT LOCATION OF ALL NEW SIGNS, STRIPING AND PAVEMENT MARKINGS SHALL BE MARKED IN AND SADDLE BRACKET METHOD THE FIELD BY THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL LOCATE AND CAT-TRACK ALL LINES. THE PROJECT ENGINEER SHALL BE SIGN LOCATION NUMBER, SEE ROADSIDE O NOTIFIED 24 HOURS IN ADVANCE FOR CITY TRANSPORTATION DIVISION REVIEW AND APPROVAL OF ALL SIGN QUANTITIES - SHEET 4 OF 5. CAT-TRACKED LINES. 5. ALL PAVEMENT MARKINGS AND TRAFFIC STRIPING SHALL BE THERMOPLASTIC, UNLESS NOTED. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS, ALL MATERIALS REQUIRED FOR THE PAVEMENT DELINEATION AND SIGNING WORK SHALL BE FURNISHED BY THE CONTRACTOR. F. LANE WIDTHS SHOWN ON THE PLANS ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 7. ALL NEW SIGNS SHALL CONFORM TO CALIFORNIA DEFT. OF TRANS. STANDARDS. 8. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CALTRANS STENCILS SHOWN ON STANDARD PLANS NO. A24A AND A24D. SFE GO �0 29743 PD — 3 , Exp 311/95 sl�l�Ocl 1A ��p APPROVED BY: PLA ACCURATE FOR PAVEMENT DELINEATION � CI 'TY CJF A 'I' ASCAD � T�t. CJTHIO A IGNING ESsrp y STEVEN J. LV ER CITY ENGR. RCE 29743 DEPARTMENT OF PUBLIC, WORKS 5 goE �o Xt1Ty�. F SCALE : PROJECT NO. REV. DESCRI TION DESIGNED ASSOCIATED TRANSPORTATION ENGINEERS �������° �, NOTICE! Q#M i 4 Santa Barbara CA 931 1 O •.(805)687-4418 c, '- THE CONTRACTOR SHALL NOTIFY PAVEMENT DELINEATION AND DRAWN MKF 1 00 N.Hope Avenue,Suite � � n0 � � VERT. UNDERGROUND SERVICE ALERT (USA) ROADSIDE SIGN PLAN JEF C 15487 1.. :• SHEET OF SHEETS JOB NO. 0 1-800-422-4133 EXP. 3-31-97 HORIZ• NOT LESS THAN 2 WORKING DAYS R.C.E. 15487 EXP. 3/31/97 DATE 7/22/93 sT crvi� .a�Q PRIOR TO START OF CONSTRUCTION ,�ON EL CAMINO REAL qrF aF Cup°�� DATE __7 7/8/92 DRAW�VG NO. SHEET 3 oF5 G y ®. , ..,« ..ww...w„n....-n ..w..,,,.... ,.e=ra x.:xumxvo-e..wmeew,ri.«.,.n«w.........m...+rv.mr:emw,n:wr.w.ruexnawac.r ...........:.e ...„ ., m .,.o-m...... ...,....,.....,......._......_......._..n.. r.«.rn». ......_.,..._... _.....—..,.... - ___-•_............ ., .+ .».. .-r. ............ ---_.------. . .,.. ^ :m.- -.. a-r ......... ...«.,..._.. r,.. -..--._......_...,.-.......... ., ----.....— .,., ---..—« .s—. . , -. .-..,.+sr.mmwnr r ..,n ................. . .,.. ,.......... .. ...........,.........,,......,..,.........- .,........._..._ ..,..».,........... ,..........,,.. ........., ,,......, ..�_.. __. __ ..., _ ........,....._.. ...... ,«...... . a ROADSIDE SIGN QUANTITIES ® REMOVE PAVEMENT MARKINGS PANEL POST DATA INSTALL ROADSIDE SIGN RELOCATE ROADSIDE SIGN REMOVE EXISTING LOC. CODE STATION & NNE DIR. SIDE ROADSIDE SIGN REMARKS TYPE V STOP LIMIT NO LEFT 45 SIZE 1-POST 2-POST STRAP & SADDLE 1-PAST 2-POST STRAP. & aAC�DLE LOCATION ARROW LINE TURN LENGTH TYPE BRACKET METHOD BRACKET ME'T'HOD S.F. S.F. S.F. S.F. S.F. W41 RT. 11 +00 DEL RIO FEBT 36" x 36" 14' 401 x 611 1 1 T ROUTE 101 - 2 W17 LT. 16+00 S.B. RAMP 1 2 N.B. OFF RAMP 66 44 50 3 W41 �, ,1 �, FSBT 36" x 36" 1 MOUNT a ON EXIST. ELECTROLIER 3 ROUTE 101 - 44 4 R 1 LT. 10+00 S.B. RAMP 1 (4) - S.B. OFF RAMP S R17B RT. 17+75 DEL RIO FEBT 30" x 36'" 12' 4" X4 1 RELOCATE TO RT. 16 + 00 O b DEL RIO RD. - 99 48 G26-2 RT. 17+85 DEL RIO FSBT 28" x 241f 14, 411 x 611 1 MOUNT ON NEW POST WEST OF ROUTE 101 G92 „ " 14 i4 811 x 3011 �✓ t, it DEL RIO RD. - G44 it �� ,t 21 x 15 EAST OF ROUTE 101 44 40 G48t, ,t „ �� 21 ,4 X9 ry CAMINO REAL m 20 7 G77-6.1 RT. 18+65 DEL RIO FEBT 84" x 8411 18' 611 x 611 1 MOUNT ON NEW POST 7 NORTH OF DEL RIO G26-2 RT. 18+55 DEL RIO It x 2441 149 4" x6 1 MOUNT ON NEW POST CAMINO REAL - 20 G92 " " " „ 8" x 30" SOUTH OF DEL RIO G43t, „ 0f 21 " x 15" DRIVEWAYS G47 „ 21 „ x9„ 9 W17 RT. 12+85 N.B. RAMP , 1 9 TOTALS 165 132 94 48 40 10 W41 FNBT 36" x 36" 1 MOUNT ON EXIST. ELECTROLIER 10 Lcl G66-17 RT. 18+50 N.B. RAMP FNBT 24" x 36'1 12' 411 x 411it 1 11 12 R1 1t of 1 12 1 R11 RT. 18+70 N.B. RAMP FSBT 361' x 3611 12' 4" x6 1 MOUNT-ON NEW POST •� t, i, it It 13 R11 A 36" x 21" �. 14 R10(L) RT. 22+30 DEL RIO FWBT 48" x 16" 6' 411 x 411 1 14 15 R7/K RT. 22+90 DEL RIC) 1124" x 30t1 6' 2" G. 1 15 16TYPE LT. 22+10 DEL RIO FNBT 18" x 18" 12' 411 x 411 1 MOUNT ON NEW POST 16 G26-2 LT.22+40 DEL RIO FNBT 28" x 24'° 14' 4" x 6tv 1 MOUNT ON NEW POST Q G92 14 ,t it 11 4811 x 3011 17 1?G44 iP 4t /1 ,4 21 1t x 1 511 _ PAVEMENT MARKER QUANTITIES REFLECTIVE MARKERS G47 ,4 .1 it 2111 x 9" LOCATION DETAIL DETAIL DETAIL DETAIL 18 G77-4.1 LT. 22+70 DEL RIO FWBT 48" x 54" 14' 411 x 611 1 18 ., 22 32 SS 19 R 17 B LT. 23+10 DEL RIO FWBT 30" x 36'1 12' 4" x 4" 1 19 ROUTE 101 - 20 R 18-2 RT. 24+05 DEL RIO FEBT 36" x 36" 12' 2" G. 1 $ 20 N.B.-OFF RAMP 2 R10(R) RT. 24+45 DEL RIO FNBT 8" x 16" 6' 2" G. 1 21 ROUTE 101 - 22 R7/K RT. 24+65 DEL RIO FWBT 2411 x 30" 6' 211 G 1 22 S.B. OFF RAMP 23 R 1 RT. 24+75 DEL RIO 1 23 DEL RIO RD. - 40 24 W41 RT. 1 +00 CAMINO REAL FSBT 36" x 36" 14' 2" G. 1 4 WEST OF ROUTE 101 25 W41 RT. 32+00 DEL RIO FWBT 3611 x 36" 14' 2" G. 1 5 DEL RIO RD. - 30 8 26 R1 LT. 25+80 DEL RIO 1 26 EAST OF ROUTE 101 27 R7/K RT. 10+55 CAM . REAL FSBT 24" x 30" 6' 211 G. 1 2 CAMINO REAL - 40 8 28 R10(R) RT. 10+90 °° FWBT 4811 x 1611 C' 21' G. 1 NORTH OF DEL RIO MOUNT 2 SIGNS ON SAME PIPE 8 29 R10(R) RT. 11+55 FEBT 4$11 x 16" 6' 2" G. 1 CAMINO REAL - ,t 32 60 22 36 R1 RT. 12+30 " ►1 30" x 30" 14' 2" G. SOUTH OF DEL RIO 1 30 30 TOTALS 32 170 22 60 3 R10(R) RT. 12+20 " 48" x " ( ) 16 6 2 G. 1 MOUNT 2 SIGNS ON SAME PIPE 31 0 32 R18-2 LT. 12+40 FNBT 36" x 36" 12' 211 G. 1 32 33 R48 RT. 12+50 FSBT 42" x 4211 12' 2t1 G. 1 33 34 it R2(45) RT. 12+75 36" x 45" 12' 2t1 G. 1 34 35 K LT. 15+35 11 it FNBT ( NOTE 1 ) 1 35 R 1 RT. 15+75 IV if I FEBT 13011 x 30" 12' 211 G. 1 ® 36 a R1 RT. 16+15 if 3011 x 30" 12' 2" G. 1 37 37 3$ YPELT. 16+00 11 18" x 1811 12' 2" G 1 38 _ 0 39 K RT. 16+25 it FSBT ( NOTE 1 ) 1 3 Y. 44 R10(R) RT. 16+55 tl4 FWBT 48" x 16" 6' 2" G. 1 4Q 4 W11 RT. 18+30 1t ,4 FSBT 36" x 36" 16' 2" G. 1 R63 " „ 04 00 2411 x 3011 41 42 R10(R) LT. 19+10 t, 14 FWBT 4811 x 16" 6' 21' G 1 42 43 R10(R) LT. 19+75 itit 48" x 1641 6' 214 G 1 3 44 R7/K RT. 20+10 10 FNBT 24" x 3011 6' 2" G. 1 4 ( NOTE 1 ) - PER CALTRANS STANDARD PLAN A73A . SUMMARY OF QUANTITIES 0 . 1 .l APPROVED BY: CITY T i p F A T R S C A D E R Q �o oF ESS10 STEVEN SY ESTER CITY ENGR. RCE 29743 DEPARTMENT O PUBLIC WORKS 92025 REV. DES RIPN DESIGN SCALE : MM KFiTRANSPORTATIONI EE SUMMARY OF QUANTITIES ON DRAWN n i 4 Santa Barbara.CA 93'1 1 O • (E305)EbE�7-441 H Q r VERT. 29743 JEF 1 00 N.Hope Avenue.suite . N0. CI5487 NONE * exp ' RIOJO8 NO. ROUTE 1q1 RAMPS , DEL RD. � EXP. 3-31-97 � H®RIS.R.C.E. 15487 EXP. 3/31/97 ®ATE 7/22/93 crv1L .� 'TE OC,CA\.\E �`�� s 2 AND EL CAMINO REAL BEET qT�OF CALF DATE 7/819 4 of 5 Q ---- ------------._ __._... ------ _..._. M.... x m.... __.. .. 3.. ,am. REMOVE EXISTING TRAFFIC STRIPING DETAIL DETAIL DETAIL ROADSIDE SIGN QUANTITIES ( CONT. LOCATION 15 21 27B L.F. L.F. L.F. PANEL POST DATA INSTALL ROADSIDE SIGN RELOCATE ROADSIDE SIGN REMOVE EXISTING LOC. CODE STATION & LINE DIR. SIZE ROADSIDE SIGN REMARKS LOC. ROUTE 101 - 30p LENGTH SIZE 1-POST 2-POST STRAP & SADDLE 1-POST 2-POST STRAP & SAnDLE N.B. OFF RAMP TYPE BRACKET METHOD BRACKET METHOD ROUTE 101 - 45 R2(45) LT. 20+10 CAMINO REAL FNBT 36"x45" 14'. 2" G. 1 45 S.B. OFF RAMP R1 RT. 20+60 CAMINO REAL FEBT 30"x30" 12' 2" G. 1 DEL RIO RD. — 46 WEST OF ROUTE 101 25 30 t 47 4 DEL RIO RD. - 265 48 W41 LT. 22+50 CAMINO REAL FNBT 36"x361" 14' 2" G. 1 48 EAST OF ROUTE 101 s. 49 R7/K RT. 15+75 CAM . REAL FWBT 24" x 30" 6' 2" G. 1 MOUNT ON SAME PIPE — SIGN 36 49 CAMINO REAL — 460 50 it rt 4" x 6" 8__ NORTH OF DEL RIO R61 -7.1 LT. 17+25 N.B. RAMP FNBT 54 x45 12 1 CAMINO REAL - 51 R61 -7.1 . RT. 17+25 N.B. RAMP FNBT 54'"x45" 12' 4" X6 1 5 1 "t „ SOUTH OF DEL RIO '52Q 52 R10(R) LT. 23+80 DEL RIO RD. FSBT 48",X16 6' 4X4" 1 52 DRIVEWAYS TOTALS 485 19815 300 TOTALS 31 2 12 1 6 SIGN SCHEDULE NOTES: 1 . DIMENSIONED POSTS ARE WOOD. 2. 2" G. DENOTES 2 INCH GALVANIZED STEEL PIPE POSTS. TRAFFIC STRIPING QUANTITIES PAVEMENT MARKING QUANTITIES DETAIL DETAIL DETAIL DETAIL DETAIL DETAIL DETAIL PAINT NEW ARROWS CROSS LIMIT NO NO STOP SIGNAL 45 LOCATION 9 22 27B 32 38 WEST CURB WALK LINE LEFT RIGHT AHEAD L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. - LOCATION TYPE IV TYPE IV TYPE V TYPE VI TYPE VII TURN TURN ROUTE 101 — N S.F. S.F. S.F. R S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. N.B. OFF RAMP 3aa 15a � ROUTE 101 - ROUTE 101 - 30 54 110 63 S.B. OFF RAMP N.B. OFF RAMP DEL RIO RD. - ROUTE 101 - 55 63 WEST OF ROUTE 101 180 S.B. OFF RAMP 66 DEL RIO RD. - 555 320 200 DEL RIO RD. - 95 65 48 55 63 EAST OF ROUTE 101 WEST OF ROUTE 101 CAMINO REAL - 460 460 150 DEL RIO RD. - NORTH OF DEL RIO 30 132 54 230 35 48 55 44 63 EAST OF ROUTE 101 CAMINO REAL - 1 510 770 420 350 810 685 SOUTH OF DEL RIO CAMINO REAL - 30 125 63 20 DRIVEWAYS I I I I I I 1 1 . 1 NORTH OF DEL RIO TOTALS 1 ,510 11965 11500 350 11310 685 CAMINO REAL - SOUTH OF DEL RIO 120 30 126 170 63 60 P LAST I C EXCEPT THE WEST CURB. DRIVEWAYS 15 15 195 88 T C ALL STRIPING IS THERMOPLASTIC, S U ir TOTALS 165 105 198 126 108 925 155 96 110 132 378 80 ALL PAVEMENT MARKINGS ARE THERMOPLASTIC, EXCEPT MARKINGS AT DRIVEWAYS. SY(y�s CIO �,� SUMMARY OF QUANTITIES 0 . 2 29743 * Exp.3131/95 /APPROVED BY: ` ��,�.P CITY OF .A. TASCA. DFRO OF CA \i13 1 STEVEN LV TER CITY ENGR. RCE 29743 DEPARTMENT O PUBLIC WORKS 92025 Asslo REV. DESCRIPON DESIGNED ���d�o Ky F�`Fti SCALE : MKF ASSOCIATED TRANSPORTATION ENGINEERS SUMMARY OF QUANTITIES ON '� P 9 G' DUMN 100 N. 1 1 O • (©05)6®7 Hope Avenue,Suite 4,Santa Barbara,CA 93 -441 8 VERT. JEF NO.P s = 0154810 E ROUTE 101 RAMPS , DEL RIO RD. N0® EXP. 3-31-97 NORIZ. 15487 ExP, 3/31/97 7/22/93 s R.G.E. DATE Tyr CIVIL �,��� 7/8/92 AND EL CAMINO REAL SHEET F OF OAL140 DATE 5 o. 5 s GENERAL' SIGNAL NOTES Single-phase _ _ _ .SN secondary 120/240V. 34fe service R 1 . All electrical work shall conform to the State of California Department of Transportation Standard Specifications and Standard Plans dated July 1992, and the special provisions 33 4 Y accompanying these plans . LEGEND 2 3 2 . Service equipment shall provide for 120/240-volt , single phase power, with 120V. metered P Pole - - -- External Conductors 16 G signals , 240V . unmetered street lighting for Caltrans circuits , and 120V . unmetered � B CKR Circuit Breaker -�-�---re Pant UM street lighting for city circuits, as shown on the plans . A AmpereConsductor or Bus 10, V YOB � - C0r'�Or Cox�l , SN �--- Y 3 . The approximate locations of underground utilities 1 i t i es shown on the plans are as shown on UM Urunetered ---� �---- Cflntactor, Contacts PNC tg p M Scud N� --i+-- Contactor, Contacts PNC � - , city, state, or utility record drawings . Other facilities may exist in the area of PNU Pole N rmaI}y Open 0 Terminal Blocks construction . The Contractor shall verify the location of a 1 1 underground utilities PNC Pole Normagy Closed 10 15 1 5 1 g G which may conflict with facilities to be constructed,- prior to commencing the work . LAuo 4 . Bold face plan e1ectrica1 symbols are new construction . Half-tone symbols dRnote TYPE IH-BF SERVICE (120J240V.) EQUIPMENT LEG E.N D 11 a SN existing facilities . Test i V DETAIL "A,• installed ITEM COW"ENT NAME PLATE DESCRIPTION ! �' l 120 V. � � '� 5. The locations of all equipment to be by the Contractor shall be approved by the N®. > i � 120 V. ItSNS Lighting Engineer prior to construction of foundations . 1 Neutra! _ _ � ----- 120V. Signals J ( FUTURE ) Spare 9 6 . All vehicle signal heads shall have backplates-. M, M Lug .� 14 -MeW So" and SuT 7 . Type C loops shall consist of 2 turns in each half loop {2-4-2 winding) . Installation of Twmm biles 3 12 SN GI Service loops shall conform to Loop Installation Detai1 , Plan Sheet E- 1 . 6 Sod Lug '-" Cabinet Ground LuQ 8 . Detector hand-holes es sha 1 i be 3 Ground Rod ' l Type A . Conduit between termination pull box and detector 6 hand-hole shall be 1- 1/2 in . minimum, rigid steel conduit . Loop conductors shall be run 9 15A. 12011'. 1 P. CKT BKR e ' I u n s l i v e d hand- 100k 240V° 2P. CKT BKR Main Breaker _ l 8 p , tw i s t e d two turn s per foot, between hand hole and termination pull box . 1 30K 12W. 1 P. CKT BKR V titin 1 4Z I 60A. 12OV. 1P. CKT BKR signals 9. OD 1 denotes Type 1 Optical Detector for Modulated Light Signal Detection System. OD2 30K 120V. 1P. CKT BKR Swe _J_ o C denotes Type 2 Optical Detector , One Optical Cable serves each optical Detector unit 20A• 1201/ 1P. CKT BKR t FUTURE 15A. 12OV. 1P. CKT BKR U2hbng Control ----r {one or two channels) . See Spec i a 1 Provisions . Photo Electric Unit t J 15A. 1 P. Test Swatch Lighting Test Switch LET TURN F 19 30K 2PNO Mercury CbMador � IK i r Y I E L NOTES : (FOR SERVICE EQUIPMENT) 120/240V. SERVICE WIRING DIAGF�AM --{�- IK INSTALLATION NOTES 1. VOLTAGE RATINGS OF SERVICE EQUIPMENT SHALL CO - tNFORM RM TO eON' GRE N L ' THE SERVICE VOLTAGES INDICATED ON THE PLANS. 1 Furnish and install Model 170 controller assembly . Construct foundation and pad, and 2. UNLESS OTHERWISE INDICATED ON THE PLANS, ALL SERVICE ;, H connect all field wiring . See Special Provisions for required controller equipment . ti EQUIPMENT ITEMS SHALL BE PROVIDED FOR EACH SERVICEDeail C 2 Furnish and install Type I I l -BF service equipment enclosure.osure. Wiring and equipment shall 1 EQUIPMENT ENCLOSURE AS SHOWN ON STANDARD PLAN ES-2C. C LOCATION 3 K conform to Deta i 1 "S" , Sheet E-3. 3. DIMENSIONS OF SERVICE EQUIPMENT ENCLOSURES SHALL MEET T K THE REQUIREMENTS OF THE SERVING UTILITY. " NO TURN M 3 Furnish and install Type III -BF service equipment enclosure. Wiring and equipment shall -t- conform to Detail "C" , this sheet . ,�----- A --.� 4 Service point at PG&E unlit ole. Install PGE Rule 16 Service to each service Y P C ) enclosure. After installing and energizing services , remove existing freeway lighting service pole, equipment and conductors . D I IIENS ION ( INCHES) 5 Furnish and install 24" x 24" R34 sign on signal mast arm adjacent to signal head . SIG14 Mounting shall conform to Detail U, Standard Plan ES-6T. A B C D E F G H J K L M N 6 Furnish and install 24" x 36" Modified R73-7 sign on signal mast arm adjacent to signal head. Mounting shall conform to Detail U, Standard Plan ES-6T. MINIMUM 24 36 5/8 �3/8 3 3C 4D 8 3 2 2 2-112 4E 7 Furnish and install 24" x 24" R73-3 sign on signal mast arm adjacent to signal head . Mounting shall conform to Detail U, Standard Plan ES-6T. COLORS ' Furnish and install 36 x 36 R96 sign on signal standard 7 ft . above grade, facing west.. LEGEND & LETTERS BLACK Mounting shall conform to Standard Plan RS4. BACKGROUND - WHITE (REFL) CIRCULAR SYMBOL -- GREEN 9 Furnish and install 36" x 36" R96 sign on signal standard 7 f t , above grade, facing east . Mounting shall conform to Standard Plan RS4 . MODIFIED R73-7 SIGN 10 Furnish. and instal 1 Type I pedestrian barricade with 42" x 18" R49 sign . Arrow shall point toward street , and sign shall face east. Direction of Traffic 11 Existing utility-owned luminaire and arm to be removed by utility company . Variable 3' 12 Extend new 1 , 5- in . conduit and 2-#8 multiple lighting conductors approx . 330-ft . to conform point of ramp construction . T new conduit to existing conduit run and splice Size as Shown new lighting conductors to existing lighting conductors in next pull box . ' 13 Furnish and install 24" x 24" R73-2 sign on signal mast arm adjacent to signal head. �-�-----~- --Center in Lane ---�- ; Size as Shown Mounting shall l conform to Detail U Standard Plan ES-6T. .Type ALoops -- - Number and Size of Conductors ' Size as Shown 2 #8 ML Limit Line Circuit Type : ML Multiple Highway Lighting Type C LoopsSFE: 05 SLO.- - 101 - 48.33 J.S Yl CIRCUIT IDENTIFICATION 29143 TY IAL LOOP DETECTOR INSTALLATION4 Ex�,.3,11 , E - 1 OF(C�1,�EAPPROVED BY. CITY OF A. TA. SCAD RO ffl92025 o QRp¢ESS/Oy�CDEMCN My STEVEN J. SY ST - CITY ENGR. RCE 29743 DEPARTMENT OE PUBLIC WORKS ���, �o KEt�y��, F�� SCALE . REV. DESCRIP pN __ DESIGNED MKF ASSOCIATEDTRANSPORTATION SIGNAL$ AND LIGHTING A T ��� ����� 1 00 N.Hope Avenue,Suite 4,Santa Barbara,CA 931 1 O ® CB05)6B7-441 e NOVERT. EF AwN J 015487 NONE ROUTE 101 RAMPS , DEL RIO RD. JOB NO. EXP. 3-31-97 HORIZ. R.C.E. 16487 Expo 3/31/97 DATE 9/10/92 s,, cw�� �.Q 2 .�, 7/22/9 AND EL CAMINO REAL SHM E OF cAUFO DATE 1 OF 4 4 � —0a._Tp DE t� . � �Ip CD4 � DM f P00"'LE AND a EQUIPMENT SCHEDULE LOCATION 1 ; :{� ..-.• a. LOC STANDARD OPTICAL DETECTOR VEH . SIG.MTG. PED . SIG . PPB HPS L r OCAT I ON REMARKS .� TYPE S.M. A. L .M. A . & PHASES M. A . POLE MOUNTING PHASE ARROW LUMINAIRE LINE ENGR STA, OF OA 17 -2-70 20 ' 15 ' OD 1 2 MAS FEET C) i 5A SV--2-TD -- - - 200 W Dei Rio O Rd 17+63 26 ' Lt 6 1-A- 10 18+50 21 Lt 8 LL 1 CD 17-- 3--70 15 ' 12 ' OD2 2 & 6 MAS SV-2-TD SP- 1 -T 2 <�- 200 W,,, a e a s a r 18+59 21 R t l'"'"� LL �ill' ' ` ti (JD17 - 3 -70120 ' 15' OD1/04 MAS SV-3-TB SP_. 1 ...T 2 > 200 W 17+80 35 ' Rt z) 0 0 AFTER LOCATING STANDARDS PER DIMENSIONS NOTED ABOVE, ENSURE COMPLIANCE WITH GENERAL NOTE 5. � f 3 �i 1 c. r • 'i. ...........::.:::........ a 5 .................... _.. ....... ......, ....,.. .....,. ............ 18 + 04.85 DEL RIO RD. _ 9 .... ... 39.87 S.B. .... RAMP IXI 04 .� <. o_ 8 A i►.M.� 4 �... _... .. W 6 DH 06 .. ...........•..:.........r.........:....•..;................:..:...........A..:::....-.........1.,::::.....:tiSiiiYY.:1.:::::::r.�.i:ti....;.....u.:::.:..r.. ., w ae��...... ... . .............. ..........., ..... H w . ......... . e MAS02 48310 01 + 06 15DH D`EL .-RIOto 0'X40' NY1110 s 17 18 -- ., . ....... ............ ............. ........... .......................... ........................... ................_ _.............__ ........ ...... .............. 1ROAD 9 :0 ............. 12 : 48370ff .. ..:... ... .............. ....r..... .......:.:.., .......::...:..._..:.:......:....:._ .:. 212E 6'X40` D ; In......... ........... e 5J9U 5 H L r f� M io ��/'.t .4 .... ..............::.........:.... �\ i:•:.�::.ii...•'.trr.......:.;:.�...::ti.;..:: (�,� �t-ti z ......:N......u.• .... ... is :.:: . :. :. 1 -�' � t 04 ..::.. :. DH 2 F2 .r.. 0zP 6 g� 6t„a .: :.:........... : 1 : 2 w w.w-- : L; L 3 4?P 4i i • .c EE DE r AIL A S T 48350 CONDUIT - LOCATION 1 r: k CONDUIT RUN AND SIDE - 0 tp T: AWG CIRCUIT OR 1 2 3 5 Q 6 7 s A 9 tr t� rt tr ^t: to tt et it 0 CABLE 1 . 5 3 1 . 5 1 . 5 3 2 3 2--3 2 01 SIGNALS 2 4 'loop ),, 2 ea 3 3 04 3 3 6 06 t f 3 3 3 6 #14 02P SIGNALS 2 2 02 PPB 1 1 PPB COMMON 1 1 SIGNAL SPARES 3 3 3 6 08 TOTAL NO . 14 11 9 16 29 06 �� SIGNAL COMMON 1 1 1 2 04 02 10 LUMINAIRES 2 2 2 2 TOTAL NO . •10 3 i 2 3 2 2 02P ,�-�. � � --�► 01 # 4 SIGNAL POWER 2 2 2 2 01 DETECTORS 1 1 2 2 1 DLC 02 fl1 3 PHASE DIAGRAM �f 04 1 1 1 1 2 05 DET . (LOC 2 ) 1 TOTAL D L C 1 2 1 2 3 3 8 2 05 - SLO -- 101 - 48.33 SIC INTERCONNECT 1 1 1 1 E NOTICE! OC OPTICAL CABLE 1 1 3 1 E LOCATION THE CONTRACTOR SHALL NOTIFY 23143 2 UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 NOT LESS THAN 2 WORKING DAYS srit�.Q��cA�`EQR��� APPROVED 8Y; PRIOR TO START OF CONSTRUCTION HIS LA RAT F ELECTRICALONLY C ,IT Y OF A T A J C A D E R 0 92025 o QRDfEss/0 -- � TRANSPORTATION q � STEVEN J YLV TER CITY ENGR. RCE 29743 D EP RTOF PUBLIC. WORKS xlyFALE : REV. DESCIPTO CUT ASSOCIATED � EE S WOR DAM ENGR. DATE DESIGNED SIGNALS AND LIGHTING DRAM MIFF 1 CSO N.Hope Avenue,Suite 4,Santa Barbara,CA 931 1 O ® (805 6H7-441 8 w �� � VERT. 1// ®s JEF � EXP. 3-31-97 � HORIZ. ROUTE 101 S.B. RAMPS JOB NO. R.C.E. 15487 EXP. 3/31/9 ' DATE 9/10/92 sr CIVIC .P qT to L�F �� DATE 7/22/92 AND DEL RIO ROAD SHEET Cp 2 O 4 ____ _-_ w_ __ ____ __ _ .. _- Single-phone secondory -- SN 120/240V 3-wire ------- fA �------ TYPE III-8 SERVICE (120/24OV) EQUIPMENT LEGEND ITEM NO. COMPONENT NAME PLATE DESCRIPTION POLE AND EQUIPMENT SCHEDULE - LOCATION 2 l Neutral Lug �J q 21 2 Landing Lug LOC STANDARD OPTICAL CAL DETECTOR VEH . SIG.MTG. PED.•S.! G. PPB HPS LOCATION UM M 3 Test Bypass Facilities REMARKS Meter Socket and Support PE S .M. A. L .M. A . & PHASES M.A. POLE MOUNTING PHASE ARROW LUMINAIRE LINE ENGR . STA. OFFSET t _ SN 5 Terminol Blocks OA 117-3 --70 15 r 12 ' OD2/ 2 & 06 MAS SV-2-TD - - -- 200 W Del Rio Rd 21+42 22 ' Lt 9 6 Solid Neutral Terminal Strip CB) 19-2--70 25 15 -- MAS SV-3-TB - - - 200 W 22+32 29 Lt 15 20 23 ( 7 Ground Lug C 26-4-70 45 ' 15 ' - MAS5A SV-2-TD SP- 1 -T 2 <- 200 W 22+29 50 Rt 6 15 22 5 $ Ground Rod p 1--A 10 ' -- - OD 1/08 - TV-2--T SP- 1-T' 2 _ fr rr tr �'- 16 Auto r"- _., - -> 21+60 21 Rt SN AFTER LOCATING STANDARDS PER DIMENSIONS NOTED ABOVE , ENSURE COMPLIANCE WITH GENERAL NOTE 5 Test I 240V }----r- Highway -- 120V Signals (West-Loc. 1) --- lighting ---- 120V Signals (East-Loc.2) r------, : Space (metered --' I 4•------+ I SN 15 IOOA, 24OV,2P, CB Main Breaker -----+ ISpoce (metered) I Space (unmetered){,----, I i---�•--- 120V IISNS I6 40A, 24OV, 2P. CB Highway Lighting I I {Future) !7 60A, 120V, IP, CB Signals - West LEGEND 17 '---- Is 60A, 120V, IP, CB Signals - East EXIST. 1.5 Cr , 25 2 EXIST. #8 ML P Pole ------ Externo! Conductor 24 18 CB Circuit Breaker -�--+�-~ Tie Point Ground lug bonded to A Ampere Conductor or Bus SN service cabinet 15A, 120Y. IP, CB Highway Lighting Control P V Volt -^�``- Conductor Coil 21 Photo Electric Unit I 15A, IP, Test Switch Highway Lighting Test Switch SC `` <• UM Unmetered -��` Contactor, Contact NO (6�I I 60A, 2PNO Contoctor M Metered ® Terminal Blocks I I g 15A, 120V, 1P, C8 IISN (Future) SN Solid Neutral �-- ®-- S ( t re) 'Zi NO Normal ly Open -; --� Contoctor, Contact NC i 2 NO Contoctor NC Normally Closed r4000, 0— 1 <<; 1010 120/240V SERVICE WIRING DIAGRAM _ _ 0 -tr• } SYSTEM 1 1 4 0 ,,* EXISTr 1.5"Cr 2 NEW #8 ML ,0 ' 21 + 9 :< 5.00 DEL RIO RD. rI rr 19 16.s0 N.B.N. ��� SEE D B. R ET N AMP DETAIL A 4 } DENNEA IL S LOCATION 2 W N 9 B V/ k 4�• 5 o• 0 A 5 DEL N RIO :06: UJ2 ROAD y' ua .. : ..:.... ........ {.....r.......,. DH co 08qp,(LOCr1) 08 o r 20 1190 48320 08 f s' 40' 6J2L « W 21 J► 6 2 W .::................................ 2 k;UNUUIT AND ('0;`00%NDU(;`T00`R S(*;HEDULE - ``' 3 2 L00"'CATION : .. :: :........ AA 5J1U 6 :... ..: C. CONDUIT RUN AND S ZEX 40 2 + ::........:. :..,.:::. -..................... �5 AWG CIRCUITW LLJ-. ... ..... . .. ...... .... .... .... . co OR A 1z&, 3 4 5 :.:...........:..........::.:•:.....::.::.:::::::::::.:......:................::...:..:: . .......... :::... ... MAS- :::::: 6 7 3 S B C S 1 S 2 :::.................................:..::::::.:.:.:.........:,..:.:::::...,.,.,...............:..:.::::::.:::.:::...................:.::.:::................................................... 2 ,.. 5A .,..,. -..*� _ ._ ::::............. 06 Ti xxx !t t4 r 41 !t It t! tf i1 It !t 41 tl St I CABLE 2 2 3 1 . 3 1 . 5 3 4 2-3 2 1 . 5 2 3 3 .,,...: 2 _::::::::•. CC ¢2 SIGNALS 3 3 6 1 s PB 41CL� '. ( �, 2 5 2 2 2 V � : :::':. :.� W :. z: R G AB t D 4 . . Z t ��. 6 3 3 1 3 6 6 7 RC pH .J 4 s tt 48340 O B 3 3 6 6 H 2 # 14 02P SIGNALS L S 2 2 2 _ -.---. _.: 2 PPB .. :......... ........ 1 1 ...- :.i PPB COMMON SIGNAL SPARES ,� TOTAL NO . 14 9 16 14 30 3t� co , -� g C 4 SIGNAL COMMON 1 1 2 2 �° 1 9 r•: �. DH # 10 LUMINAIRES 2 2 2 2 4 4 ., TOTAL NO . 10 2 3 3 3 6 2 4 2 Cr , 4 #8 IIL # 6 SIG• P W R . (LOC 2 ) 2 2 , 6:. .. 1r5 Cr , 2#8 NIS.. Y! r I`5i # 4 ( LOC 1 ) 2 2 2 2 ' to 1.5',C 2 # s,:•• ■ , 8 ML SVC. ( LOC1&2 ) 3 3 co } CIO LOC 3) 3 ` - ---AB 5 DETECTORS 1 2 2 2 2 SYSTEM NO. 49 - 101 - 48330 06 1 2 2 2 it PGE ( RULE 18 SERVICE 8 1 2 :.1. 1 2 2 tt 5 DLC _ � 1 1 1 1 r • . 1 DET . LOC 1 1CL 4 D OC 3 1r-r DET . (LOC 2 5 { ) o Xl TOTAL RLC 2 2 1 4 1 2 7 7 2 T.�. ST', �. 1.5"C. sic INTERCONNECT 1 1 1 2 1 1 #$ . � 06 8 OC OPTICAL CABLE 1 1 1 2 2 � DH - ► �2 02 F- �L SC t y � C•• Service conductors to be installed by serving utility at Contractor ' s expense . - -- .-�. 02P 02P .4-- -- ----- ---�. (� 0 - -- _. 440• r C)5 - SLO - 101 - 48.33 '� `°�`5r�-- :� ° OCL RIO R - NOTICE! 'Z p~ . THE CONTRACTOR SHALL NOTIFY C� �� PHASE DIAGRAM . EXIST. 1.5 C. , LOCATION 2 UNDERGROUND SERVICE ALERT (USA) 2 EXIST. #$ ML 1-800--422-4133 NOT LESS THAN 2 WORKING DAYS APPROVED BY: PRIOR TO START OF CONSTRUCTION THIS AYE, F ELECTRICAL • ..t� CITY OF A. T A S C ,A� D E R O QRDFESS/0 4'' DEPARTMENT OF PUBLIC. WORKS STEVEN J. LV ER CITY ENGR. RCE 29743 sa ASSOCIATED TRANSPORTATION ENGINEERS ���`�°�a 'w7N,��,`e, SCALE : f s, REV. DESCRIP-nO �ENZ DAM Q&& DAM DESIGNED oo N.Hope Avenue,Suite 4,Santa Barbara,CA 931 1 O n (e05)CE37-4 418 M VERT. �� SIGNALS AND LIGHTING DRAWN KF JEF 0. Ira — �� 1 C 15481 4 EXP. 3-31-07 HORIZ. - kp ,� ROUTE 101 N.B. RAMPO' �e No. R.C.E. 15487 EXP. 3/31/97 9/10/92 �, sr�r Clv�� �,��� DATE � CIVIt. Of Cp►��ESHEET 9T 7/22/92 AND DEL RIO ROAD, £pf CAL1F�� DATE • 3 of 4 0 CONDUIT AND CONDUCTOR SCHEDULE - LOC. 3 � CONDUIT RUN AND SIZE (p AWG CIRCUIT o OR 1 2 3 4 5 6 C 8 9 1 11 S2 00 L ATION 3 CABLE 1 . 5" 3„ 1 . 5' 3" 1 . 5, 3„ 2" 2►, 4„ 2-3" 2" 3„ a 27 + 10 1 SIGNALS 3 3 3 LOC STANDARD OPTICAL DETECTOR VEH. SIG. MTG PED.SIG. PPB HPS LOCATION REMARKS 02 3 3 3 3 TYPE S.M.A. L.M.A. & PHASES M.A. POLE MOUNTING PHASE ARROW LUMINAIRE N STA® OFFSET 4 3 3 3 6 6 A 19-4-70 25' F=i2 ' 15' ODi 2 2-MAS SV-i-T SP-i-T 8 <-° 200 W E1 Camino Real 9+66 28 ' Lt 13 5 3 3 3 6 6 8 1-A�-i 0' - - -- TV-2-T SP-1-T 2 -•> -- De 1 Rio Road 25+fifi 20 'Lt DH 6 3 3 3 C 17-3-70 i5' i2 ' ODi/�4 MAS SV- 1-T SP-i-T 2 <-- 200 W " 25+86 22 ° Rt 58 3 3 3 3 6 6 D 1-A-10 - - - TV-2-T SP-1-T 4 --> -� E i Camino Rea i 10+44 42 Lt 1 - �2P SIGNALS 2 2 2 2 E 26-4-70 40 ' F=12 ' 15' ODi/�fi 2-MAS SV- i-T 5P-i-T 4 <- 200 W °' 10+58 47 ' Rt 7S4P • 2 2 2 2 ° #145P 2 2 2 F 1-A-10 - - -� TV-2-T SP-1-T fi -> - Dei Rio Road 24+6$ 47 Rt 8P 2 2 2 4 4 G 17-3--70 i5 ' i2 ' Opi/�8 MAS SV-i-T SP-i-T 6 <- 20® " 24+7i 26 ' Lt 5 �2 PPB 1 1 1 1 0 • � ,t H 1-A-10 - -- - TV-2-T SP-i-T 8 -> - Ei Camino Reai 9+55 34 Rt "t sf 04 1 1 1 �6 1 1 2 2 AFTER LOCATING STANGAROS PER DIMENSIONS NOTED ABOVE, ENSURE COMPLIANCE WITH GENERAL NOTE 5. �8 " 1 1 1 2 2 _.,-;;,3 PPB COMMON 1 1 1 1 3 3 SIGNAL MAST ARM SHALL CONFORM TO STANDARD PLAN ES-6-J. `" SIGNAL SPARES 3 3 3 3 9 9 TOTAL N0. 14 22 28 1.9 13 55 55 o : #12 FUTURE IISNS* 2 2 2 4 4 S {GNAL COMMON 1 1 1 1 3 3 ' #10 LUMINAIRES 2 2 2 4 4 r TOTAL N0. 10 3 3 3 1 7 3 4 # 6 SIGNAL POWER 2 2 * SERVICE 3 12. . 1 DETECTORS 1 VAR. 1 1 02 2 4 4 4 �' 4 2 5 5 5 0p DLC 05 1 1 1 �6 1 2 2 2 <: 0 8 1 2 2 2 2 2 FUTURE DET.** 1 2 2 2 TOTAL DLC 1 2 4 7 2 5 2 5 17 17 } .;4, SIC INTERCONNECT 1 1 1 1 OC OPTICAL CABLE 1 2 1 4 4 ' :. w :. . :. :. f e :. ':.. :. :. I,' 00 ttt • }: M C -- Service conductors to be Installed by serving utility at Contractor s expense. '"� install conductors for future use. 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