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HomeMy WebLinkAbout1993 - Del Rio Road , El CaminoRio Ur all V11 yes �� TASCADEF JR. HIGH SC VICINITY MAP /�c 42,e 4:1.911le TREE CANOPY 0 CONTOUR LINE VALVE EX. SIGN EX. EDGE OF PAVEMENT CENTERLINE OF RIGHT -OF --WAY ------------ 8" GRAVITY MAIN 4" FORCE MAIN T :51-orE 91411'114 GAS LINE OeOP 11Wi,� 7- 2 -TELEPHONE CABLES 8 DEL RIO ROAD SURFACE IMPROVEMENTS STA. 25+96.80 to STA. 28+45 alArIIV.�' GAS LINE ow WATER METER BOX 9 EL CAMINO REAL UNDERGROUND IMPROVEMENTS — STA. 10+00 to STA. 15+29.51 GAS METER BOX x S84 r EX. SPOT ELEV. /�c 42,e 4:1.911le CON CR LE `11- 0 MANHOLE FLOWLINE TOP OF CURB FIRE HYDRANT POWER POLE ------------ STREET LIGHT EX. FENCE T :51-orE OeOP 11Wi,� 7- g-roi<rf mqw 1-1mvHO&E "846.1" CHISELED BOX IN THE TOP OF THE NORTH SIDE OF THE CONCRETE BASE FOR AN AUTOMATIC SIGNAL AT MILEPOST 227.7 ALONG THE SOUTHERN PACIFIC RAILROAD 1.0 MILE SOUTHEAST FROM THE STATION AT ATASCADERO. ELEVATION: 845-671 COAST AND GEODETIC SURVEY SEA LEVEL DATUM OF 1929. PER THE CITY OF ATASCADERO TOPOGRAPHIC MAPPING OF EL CAMINO REAL BY PENFIELD & SMITH DATED 11 /11 /91 T.B.M. : 879.12 REBAR WITH PLASTIC CAP STAMPED "AVCP" STA. 19+43.36 EL CAMINO REAL 30.86' LEFT OF CENTERLINE. CONS7CRUCTION PLANS F0R PUBLIC IMPROVEMENTS 2100 EL CAMINO REAL, ATASCADERO SAN LUIS OBISPO COUNTY, CALIFORNIA PROJECT KEY" MAP *75 ---- ----- ---- ------­--------- ------ SHEET INDEX CITY OF ATASCADERO PUBLIC IMPROVEMENTS 1 TITLE / INDEX 2 CONSTRUCTION NOTES STREET SECTIONS 3 EL CAMINO REAL SURFACE IMPROVEMENTS — STA. 5+45 to STA. 10+00 4 EL CAMINO REAL SURFACE IMPROVEMENTS — STA. 10+00 to STA. 15+29.51 5 EL CAMINO REAL SURFACE IMPROVEMENTS — STA. 15+29.51 to STA. 20+72.01 6 EL CAMINO REAL SURFACE IMPROVEMENTS, — STA. 20+72.01 to STA. 26+33 7 DEL RIO ROAD SURFACE IMPROVEMENTS STA. 22+75.71 to STA. 25+96.80 8 DEL RIO ROAD SURFACE IMPROVEMENTS STA. 25+96.80 to STA. 28+45 9 EL CAMINO REAL UNDERGROUND IMPROVEMENTS — STA. 10+00 to STA. 15+29.51 10 EL CAMINO REAL UNDERGROUND IMPROVEMENTS — STA. 15+29.51 to STA. 20+72.01 11 DEL RIO ROAD UNDERGROUND IMPROVEMENTS STA. 22+511 to STA. 25+96 12 RAMONA ROAD STORM DRAIN — STA. 7+00 to STA. 12+35 13 RAMONA ROAD STORM DRAIN — 12+35 to END 14 DETAILS — CITY OF ATASCADERO 15 DETAILS — CITY OF ATASCADERO 16 DETAILS — MISCELLANEOUS 17 DETAILS r'J 'ADFRO MUTUAL WATER CO. II CALTRANS IMPROVEMENTS 1 DETAILS / NOTES CALTRANS SOUTH—BOUND RAMP INTERSECTION 1Y, 1 HIGHWAY 101 2 D!TCH EAST SIDE ' 3 01 y i 4 DEI RIO ROAD NOR71 H B 0 - U 5 DEL RIO ROAD STORM DRAIN 6 DETAIL, SHEET Syk A_ 29743 Exp. "1,95 OF ---- ----- ---- ------­--------- ------ CONSTRUCTION NOTES STREET CROSS-SECTION NOTES /�'��✓ 4 �Q/l✓ 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS 24. CONSTRUCTION GRADE STARES SHALL BE SET BY A REGISTERED CIVIL 5050 APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGIMCER1110 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 ATASCAD•nO 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 . AU i%I%��'/f%L.� ",0 /y�%T�i�'/,9L 7�$%"/�4/� �'�/,�L� 45,�D�/�' �/ �� PAVED AREAS AND TO 3" ABOVE FINISH GRADE WHEN LOCATED OUTSIDE OF SECTION 39. AGGREGATE BASE MATERIAL SHALL BE CLASS II AS 3SHOULDER. / W fM��. ROAD SHo LDE R. DESCRIBED IN SECTION 26. EL CAMINO REAL ---- STA. 5+45 TO STA. 8+15 W17-11 G'/r% 6f 5C11`1e/1T14'21Vy' 6cceT O/(/ 4.4 ,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 O50 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 ATID 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 ,9g� TYPE B-3. ----------- OF THE NEXT MATERIAL. HAVE BEEN BROUGHT TO SUBGRADE, AND COMPACTION CERTIFICATION,---------_ 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTIGarI2. 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, GATE 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�Aicc ,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 I I 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 UTILITIES 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 COTIST'RUCTION 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 8+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; WITS E CON14ECTIONS TO EXISTING: 34' - 42' 8THESE' CONSTRUCTION PROPOSED IN THESE PLANS AND SPECIFICATIONS FOP, TziE _ PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. LINES ARE TO BE MADE, AS SHOWN ON THE PLANS, CONTRACTOR SHALL 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, 06 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 DETERMINE THE R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX 12. PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN SERVICES AND � 0 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) EL OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND BACTERIA TESTING IS COMPLETE. TEMPORARY CONNECTIONS MAY BECAMINO REAL STA. 14-x- 37.01 TO STA. i 5+ 29.51 -- ENGINEERING DEPARTMENTS. ALLOWED FOR CONSTRUCTION PURPOSES, HOWEVER, PROPER BACKFLOT-T PROTECTION 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-T_ LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO ENTER LINES. } 34' 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� CONTRACTOR STIALL BE RESPONSIBLE FOR ANY ERROR_ IN -THEIN THE ACCEPTED SYSTEM. 5 TO DO S®, THE - _ � GR.ADE_'AND '1$ECESSAR.Y RECONSTRUCTION TO CORRECT SUCH ERROR. 1$. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE 14. 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 E 144C�'' ' __ REQUIRED BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. 15. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL CONTINU 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 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 SYSTEM. COMMUNITY DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL EXCAVATE OR IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. 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 IT TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE Cr�11� THIS t �� ��� JOB SITE DURING THE COURSE OF CONSTRUCTION FOR T T S PP.OJECT�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 DESIGNCONSTRUCTION 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. $c CALIFORNIA FACTORY STORES LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL.77 REV. DESCR PTIO ENGRN DATE N R. GATE CITY.. r �� DESIGNED 23. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. ....j,. CUES',A ENGINEERING DRAWN TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. . 6 17 CALIFORNIAMORROAD URE SHALL BE PERMITTED UNLESS PREVIOUSLY ATASCADERQ, RNIA 93422 NO STREET OR LANE CLOS JOB NO. ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. ,� � �� ��,'` � r� (8{35) 466--6327 92-0 0 5 4URVie VA-rA. "pwalag -] 4eW4 ry t V�Z a k3 N lk �d m w 4 N N IN N ,o(o$�' Oj�3 d CURB RE RN PRO /GES PRO ILE 1�HORIZ. =20t **.*4 Fr -A 0 �Z6 to ti Ilk) EL CAM I N 0 REAL STA. 10+ 00 to STA. 15+29.51 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET GOLDEN WET N us FACTORY STORES r4 {{ k, ,Clay r SIMe W a)" el IA7,6�+ a ENGINEERING DRAWN Fr -A 0 �Z6 A %A jrpl- ti j EL CAM I N 0 REAL STA. 10+ 00 to STA. 15+29.51 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET GOLDEN WET CORP. &CALIFORNIA FACTORY STORES {{ k, ,Clay r SIMe W a)" el IA7,6�+ a ENGINEERING DRAWN 6717 MORRO ROAD JOB NO. ATASCADERO, CALIFORNIA 9-3422 (805) 466-6827 92-005RD I Cl S � M SHEET JOHN �. '� c j 0 � ~ � � eq CITY ENGINEER APPROVAL m k ESSI 29743 /;r - CZ - 297 3. REV. DESCRIPTION DESIGN CITY ENGR. DATE ENGR. E SPS q 3131 Q6 civ ?F C A %A jrpl- 6'7Z rIMIP4 ti j 6'7Z rIMIP4 EL CAM I N 0 REAL STA. 10+ 00 to STA. 15+29.51 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET GOLDEN WET CORP. &CALIFORNIA FACTORY STORES {{ k, DESIGNED QUESTA ENGINEERING DRAWN 6717 MORRO ROAD JOB NO. ATASCADERO, CALIFORNIA 9-3422 (805) 466-6827 92-005RD I Cl S SHEET JOHN FALKENS TIEN R.C.E. 33760 EXP. 6/30/94 4 OF 7 .. ., _. a� . s .. � �� � s:. ' . � :�. ' , g ��� ��°D�'�., Gu,�v� r�.9r.� � �� � � �� � 8����'43" x/.87 g ��� ��°D�'�., S�.OS' s r ,� 2��,� __�,___ i a\ .. � i �,,M r �� ;, a l'�4 e6 -�-Z*, zz ct, -I- li L T .. ........ do '55 G 7� - --- --------- -7 7777 0 49 4)1:r 13 S AfA Jp I4 25M 77 SIGIV er zl4wrg e7 O#jff loag 7, Ar, I% HIC i Ilk Ff 1, 9 r 4 �1, 0 T), t4i 20 T /+ . Ii. . ........ ... I. ........... + ..... . .. . I7 ....... .......... I872 I�40 ........ .. . II- ------------- 7-- .... . . ..... �A 4 I............. . . ... . ..... . 4 I.. ........ . /,A IiII-41 ... . ........ 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A ­­­ A -1--t- , :j " -, - .. . _ L�­­., - , '"" ­­"`_­ I t I I I I ,,,,, ll,"l- - "--- - - --- - I I , , I , I -,-,- - --- -­­ ­­­ ­­­ - ­ j"'Ir , . I , '' . . .1-1 11-1 ­'. 11 I __ I - I I I I 1-11 ­-, ... !-� - ", "I., _,__ I � I _ �, , ''. 11 "I , I ": - , " .. .1 - - - -1 ___­_ 1, __ - _ --- �.__., , , - 1 __ . I . I'll . - 1-1 11 I 111 - 1-11 - " l., , I - I r I r . , . - I 1- I �, "'. ", - - , - , I I I I e- - " . _� � -1- �� -1. - , . � I � I 11 - . � . "I ''I - 114�-1-�'',,-.--,,.,--�ll,�''l',-''�,,,,,� , i I . I I - I - -1 I-- ­­­­ . , . I" I I - 11 � -, I I ­­l:l_­_­_­ I .. I I � I � . I ---- C ­ , 1 71 * . I ' � / , 1,,z � . _��� I 6 , I . JOHN FALKENS11EN R.C.E. 33760- EXP. 6/ 4 .... �O k�� � ,I -111 '. I I � I � . I 1, 11 I I I 11 I I . I I I I I � I � I I I I � ., I � � . , . I I I I ­ . . � . I . I .1 � I . - I I \ ­ I ''I'll'., � .1 � 11 I . - I I .1 .. �, I . ,� �. : 11 . I 1, I . . 11. I 11 � . � . . I I I I � I I I �, �l �.l I I �l I I I I I - � � .. . I '. . . I - . . ., I ­ I I I .. .. I I I I I . I . I . I I 1. . . � I I I . . I I I �l . I . I - . I '' , " 11 I 11 � ". "I .1 1.11 . I I I -.-- __l '.1 . I 11 _:� - . I I . 1. . . I . " I I . I � I . 11 _____ --- __ --- - , '' � I I., I I . - I - � . � I 11 . . I _.. : , ] , I I I . I .1 , ,:j I I . � I I , I I , , I I ,A* I I � , I I I j � I I . I I I I . I I � DESORIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 10 92 ~- CURB RETURNS 1. W WIDTH,OF DRIVEWAY ROUNDED SEE up / | DETAIL COMMERCIAL: 16 MIN — 36' MAX 2. TERMINATE CONCRETE DRIVEWAYS AT THE PROPERT DETAIL LINE. EXTEND ASPHALT TO EDGE OF ROADWAY. VALLEY GUTTER 3. VALLEY GUTTER DEPTH AND LOCATION IS VARIABLE AND SHALL BE BASED UPON ' ' EXPANSION JOINT 1/2 EXPANSION JOINT PAVEMENT 3- A 5 76" THIS POINT 'L�R -�E BACKFILL L U TU TYPE C A.C. DIKE PAVEMENT WIDTH MEASURED TO THIS POINT EXPANSION JOINTS ci- SHALL BE PLACED 31 RA AT 25' INTERVALS, 3/4 'AT ENDS OF ALL 6*1 3 CURB RETURNS. AND EACH SIDE OF DRIVE- WAY DEPRESSIONS. 1 RAD. 1-3/4"' THE INTERVALS BETWEEN EXPANSION 1/2" 0 x JOINTS SHALL VARY TO ALLOW MATCHING GREASED SMOOTH OF JOINTS ADJACENT DOWEL OR #4 EXISTING IMPROVE— to STRUCTURE &ACKFILL'. AT ALL EXPANSION JOINTS AND CONSTRUCTION JOINTS. TYPE A NOIE 1) TYPE 3 STRUCTURE BACKIFILL PER SEC11ON 19-3.06 STATE STANDARD SPECS. CURING METHOD CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO —7 OF THE STATE STANDARD -SPECIFICATIONS. THE PROVISIONS OF SECTION -90 CURING COMPOUND SHALL BE MITE PIGMENT TYPE. DRAWN BY: CITY OF ATASCADERO ENGINEERING DEPARTMENT -° -�DESIGNED BY: . � �� ���U������ | ^�'w �� CURBS � . DESCRIPTlONS BY DATE A,PPROVED COUNCIL RESOLU`TION NO. 26-92 3/10 9,922 DESCRIPTIONS BY. DATE.APPROVED COUNCIL RESOLUTION NO. 26-92 3Z10/92 R 1. SIDEWALKS SHALL B[CLASS BCONCRETE; AMINIMUM OF 4" THICK. 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF ^^ IN DEPTH AND COMPACTED To A W|N|MVW OF 00% MAXIMUM DENSITY SHALL BE PLACED UNDER THE SIDEWALK WHEN THE 3UBQRADE HAS AN R -VALUE OF LESS THAN 70. 3. EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETVRNS, DRIVEWAYS AND AT ALL INTERVALS NOT EXCEEDING 25'. 1/2^ x 18~ 3MO0TH, GREASED DOWELS 24^ O.C . TO BE PLACED THROUGH THE EXPANSIVE JOINTS. 4` WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4^ IN DEPTH AT INTERVALS NOT TO EXCEED 5'. ` 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE CITY OF ATA'SCADERO DRAWING NO. R..A. L. ENGINEERING DEPARTMENT' DESIGNED BY: 2 27/92 SIDEWALKS FILE NAME: DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10-92 ~- CURB RETURNS 1. W WIDTH,OF DRIVEWAY ROUNDED SEE up / | DETAIL COMMERCIAL: 16 MIN — 36' MAX 2. TERMINATE CONCRETE DRIVEWAYS AT THE PROPERT DETAIL LINE. EXTEND ASPHALT TO EDGE OF ROADWAY. VALLEY GUTTER 3. VALLEY GUTTER DEPTH AND LOCATION IS VARIABLE AND SHALL BE BASED UPON IDEWALK, THICKNESS (T) SHALL BE 4" AND SHALL HAVE A 12" WIDE BORDER WITH 1/4 - GROOVES APPDXIMATELY 3/4" O.C. SEE GROOVING DETAIL BELOW. THE RAMP SHALL BE GROOVED IN A HERRINGBONE PATTERN APPROXIMATELY 1-1/2° O.C. USE GROOVES ON SLOPING 12 �MA PoRTlON OF RAMP WHEN � lL~- LOCATED IN CENTER OF ~- CURB RETURNS 1. W WIDTH,OF DRIVEWAY ROUNDED SEE up / | DETAIL COMMERCIAL: 16 MIN — 36' MAX 2. TERMINATE CONCRETE DRIVEWAYS AT THE PROPERT DETAIL LINE. EXTEND ASPHALT TO EDGE OF ROADWAY. / APPROX 3/4" ON BORDER; 1-1/2" ON SLOPING POR11ON LIP DETAIL OF THE RAMP . 1/�°-Y ' _J L_ —7 r— 1/4° ��C��������Yy�—'f1��l��Il ----- --- - .~^ . ~. ~. , , . , ~ ~ ~� , ' ' _- ~ RAWN BY: CITY OF ATASCADERO . A. L. ENGINEERING DEPARTMENT DRAWNG NO. ESIGNED BY: 27./92 SIDEWALK RAMP � ` � REVISIONS B Y DATE APPROVE COUNCIL RESOLUTION NO. 26'_-4�_ 10 92 ° R EXIST. DRAINAGE |N 5' RAD US _- �_�� 5' E��T EP.- -\M|N|- '- | i \l) UD | R|GHT--(]F—'VV4Y ' rhVIEW N.T.S. PAVEMENT R 1W VARIES VARIES 25' MIN. m m'm 8' MIN VERTICAL CURVE 4' MIN NGL_ | | A» F-.__�---------'------��__ ' -- L__---------------------- \ " `--2 (MIN) A.C. 6- (MIN) CLASS 11 AGG. BASE\ m Ay, 1. W WIDTH,OF DRIVEWAY RESIDENTIAL: 12' MIN — 20' MAX COMMERCIAL: 16 MIN — 36' MAX 2. TERMINATE CONCRETE DRIVEWAYS AT THE PROPERT DETAIL LINE. EXTEND ASPHALT TO EDGE OF ROADWAY. VALLEY GUTTER 3. VALLEY GUTTER DEPTH AND LOCATION IS VARIABLE AND SHALL BE BASED UPON N.T.S. LOCATION AND VOLUME OF DRAINAGE. --- --' --- - ` SEE VALLEY GUTTER DETAIL * RRA 0 Y,, F` CITY OF ATASCADER,O DRAW NO. I A.L. ENGINEER-ING DEPARTMENT DRAWING NO. 4/-4 D � F7/ DRIVEWAY APPROACH 425 2 2 -9 22 FILE NAME: WITH VALLEY GUTTER 2 5._ , ° REVISIONS ' (3) 1/2- SMOOTH DOWELS (4) #4 CONTINUOUS Dow STANDARD JOINTS 0 1/2- EXPANSION POINT MATERIAL SM. EXPANSION JOINT ` ~^ IP]LA�N. 00 A.C. PAVING � . PROJECT SEC11ON (*) EOUALLY �P�oED ^ 3^ CLEAR | ^~#4 mv 4'-O" 0. C. � ' 8 �� Q �� - 0 0 NOTES: 1. ALL CONCRETE SHALL BE CLASS 'B` P,C.C.. MIXED AND PLACED IN ACCORDANCE WITH THE APPLICABLE SEC11ON3 OF THE STATE STANDARDS SPECIFICATIONS. U z. ALL FLATWoRK SHALL BE 8" THICK.DRAWN BY: U -� R.A.L. CITY OF ATASCADERO DESIGNED BY: ENGINEERING DEPARTMENT AVVING NO. 2 27/92 � CROSS GUTTERS '"-E | ` | AT421.OVVG ` r__ a 29743 Exp. 3131 W APPROWD BY: DETAILS CITY OF ATASCADERO ~ CAMINO REAL FASHION OUTLET - 2100 EL CAMINO REAL, ATASCADERO L r, 5 2`1_ 7 /-/ 3 GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES EV. DESC�IPTI DES:GN CITY REV. DESCRIPTI v, "CUESTA ENGINEERING DRAWN 6717 MORRO ROAD ATA$)CADERO, CALIFORNIA 93422 JOB NO. (805) 466-6827 ' 92-005 L /30/94 ^' ` ' . ' ~ ' ` ` ` DESCRIPTIONS, BY DATE APPROV D COUNCIL' RESOLUTION -NO. 26-92 3Z10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 DESCRIIPTIONS BY DATE .4�_P_R --j- O'VED COUNCIL RESOLUTION NO. 26-9--2---- 3 1OZ92* 3Z1.OZ92 NOTE: 1 PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED' . 'NoTE' REINFORCING ^ ° IN ACCORDANCE WITH STATE STANDARDS FOR -CLASS 2 REINFORCED CONCRETE ' /��� �nxu- u� �� uxno �r O.C. ` ^� �� ~� . - pLACLD 1-1/2^ CLEAR TO INSIDE OF 80X UNLESS o'R{ERvNSE ` 2. ALL JOINTS 8ETV�ZN PRECASTSEC�ONS SHALL BE MORTARED. NOTED. 8A�ANFLOORS SHALL HAVE WU0U FLOAT FINISH | � AND A MINIMUM SLOPE OF 1:1 FROM ALL DIRECTIONS TOWARDS �. 3^ INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. lr-- SAME 3inpE OUTLET PIPE.. USE CLASS ^A^ P.C.C. FACE ANGLE TO EXTEND um FULL WIDTH OF BOX.. ER 6" CURB —AS GUTI ��A �� .. -. ...--- UILE ' �E. `� � MANHOLEFRAME AND COVER PUVKERTum _640 ° ° . � -- oLAS3 A- P.C.C. ,P.S.I.' | _. --_- - . /\ � «�/�. � x �^ H NO, 4 REBAR�LL �DES - /Z �u�+ - � - | '�+nun- . -~`--ADJU�ON� R�|�� A� RFQ�� 8^ � TYPE GMP PIPE. INLET NTH SIDE 6" AGAG . BASE ' m~Em/mu PER pxonom /\ S/m/c STD. DWG NO. D756 --� | 1-J/8/ > � SHOULDER Ix III PRECAST TAPERED CONE ON � A.C. PAvEwENT -~`-�-- � ~B 3)R|mC LINE qLANR�nVCV���E(�lo�'SECTION := PRONDE' ' | ..-.-- . PRECAST FUSER SECTION. � to I CAMINO REAL FASHION OUTLET — 2100 EL CAMINO REAL, ATASCADERO GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES TE FOR USE WTH ;c IFAL CUESTA ENGINEERING 6717 MORRO ROAD 24" WIDE GRATE ATASCADERO, CALIFORNIA 93422 (805) 466-6827 JOB NO. 92-005 01 SHEET -`JOHN FALKENS11EN R -d E. 33760 EXP. 6/30/94 3" MIN n of � TYPE GMP PIPE. INLET NTH SIDE 6" AGAG . BASE ' m~Em/mu PER pxonom /\ S/m/c STD. DWG NO. D756 --� | 1-J/8/ > � SHOULDER Ix III PRECAST TAPERED CONE ON � A.C. PAvEwENT -~`-�-- � ~B 3)R|mC LINE qLANR�nVCV���E(�lo�'SECTION := PRONDE' ' | ..-.-- . PRECAST FUSER SECTION. � co /4 _ . 1/4, RAD � 0 ' /4^ RADIUS � N � i/' , = � - ~ x 1/4. HEKGHT�-T/\B{�� ANGLE TO 919 ` 1 m*/Cn [>----<TYP. CU ' �_~20 ^ '~ @ '16' '~ '` ;END OF PIPE TO BE INSTALLED' - �81��_8@ |27. ,FLUSH WITH INSIDE OF MANHOLE.|X} '` N N0TE: FRAME SH ALL NOTE: GRATES To BE B\CYLCE Pnoor -- ' < 0A.C. BERM IN E U � n / PE� �TATE �TD " ^ ~` , ,' ' ' 'LA` "''-" RURAL---«�� ' IN ONLY— SMALL- 8 -------- [1 QUALITY '/ -6-- COMMERCIAL ' �r CLASS U BASE /~~------ - / . ASPHALTUM pNm[ 1,J / 3 1/2^x 1/z^ ^ �vm� ^«no NOTE' IN SAG LOCATIONS, --------\ ' JG= � �Wp 0 ^ ' ------ ` `=--- DETAIL^B^ /'- '�- '' ��] ��--�y�- � 0 | USE GRATED DRAINAGE �Q� ' U [- -- ~ ~~'�N . ' -�� ' '`"�� � A -_--------- ' unmm**c ��/ , - ' | | u | = | " 2'-2 NO.4 REBAH-~~ ~`_FLOW UNE - MATCH FLOOR TO 12' 0. C. EACH WAY FLOW UNE OF LARGE UNLET p1pE� . . POURED—IN—PLACE CLASS CONCRETE BASE. to I co /4 _ . 1/4, RAD � 0 ' /4^ RADIUS � N � i/' , = � - ~ x 1/4. HEKGHT�-T/\B{�� ANGLE TO 919 ` 1 m*/Cn [>----<TYP. CU ' �_~20 ^ '~ @ '16' '~ '` ;END OF PIPE TO BE INSTALLED' - �81��_8@ |27. ,FLUSH WITH INSIDE OF MANHOLE.|X} '` N N0TE: FRAME SH ALL NOTE: GRATES To BE B\CYLCE Pnoor -- ' < 0A.C. BERM IN E U � n / PE� �TATE �TD " ^ ~` , ,' ' ' 'LA` "''-" RURAL---«�� ' IN ONLY— SMALL- 8 -------- [1 QUALITY '/ -6-- COMMERCIAL ' �r CLASS U BASE /~~------ - / . ASPHALTUM pNm[ 1,J / 3 1/2^x 1/z^ ^ �vm� ^«no NOTE' IN SAG LOCATIONS, --------\ ' JG= � �Wp 0 ^ ' ------ ` `=--- DETAIL^B^ /'- '�- '' ��] ��--�y�- � 0 | USE GRATED DRAINAGE �Q� ' U [- -- ~ ~~'�N . ' -�� ' '`"�� � A -_--------- ' unmm**c ��/ , - ' | | u | = | " 2'-2 NO.4 REBAH-~~ ~`_FLOW UNE - MATCH FLOOR TO 12' 0. C. EACH WAY FLOW UNE OF LARGE UNLET p1pE� . . POURED—IN—PLACE CLASS CONCRETE BASE. CONCRETE BASE -~-'CULVERT ' EXPANSION � ��[���7����] ��__�� � SECTION ���/� �� �� u JOINT �-----~� z VNyN(�TRANSITk)N-'p[�\N || woTr` p|psIS THAT ARE UNABLE To ATTAIN 3" w|w. � 0 29743 Exp. T31 /95 cl APPROVED BY: 13 F] = DETAILS CITY OF ATASCADERO CAMINO REAL FASHION OUTLET — 2100 EL CAMINO REAL, ATASCADERO GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES TE FOR USE WTH ;c IFAL CUESTA ENGINEERING 6717 MORRO ROAD 24" WIDE GRATE ATASCADERO, CALIFORNIA 93422 (805) 466-6827 JOB NO. 92-005 01 SHEET -`JOHN FALKENS11EN R -d E. 33760 EXP. 6/30/94 0 /7 n of CONCRETE BASE -~-'CULVERT ' EXPANSION � ��[���7����] ��__�� � SECTION ���/� �� �� u JOINT �-----~� z VNyN(�TRANSITk)N-'p[�\N || woTr` p|psIS THAT ARE UNABLE To ATTAIN 3" w|w. � 0 29743 Exp. T31 /95 cl APPROVED BY: 13 F] = DETAILS CITY OF ATASCADERO CAMINO REAL FASHION OUTLET — 2100 EL CAMINO REAL, ATASCADERO GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES TE DES GNED ;c IFAL CUESTA ENGINEERING 6717 MORRO ROAD DRAWN ATASCADERO, CALIFORNIA 93422 (805) 466-6827 JOB NO. 92-005 01 SHEET -`JOHN FALKENS11EN R -d E. 33760 EXP. 6/30/94 0 /7 C' A I Y 4 . BASE LINE_ B C p L/3 «�-• L/3 - -+ - L/3 L Y=-2.25W(X Yt L L - LENGTH OF TAPER W = MAXIMUM OFFSET DISTANCE X -- DISTANCE ALONG BASELINE Y - OFFSET FROM BASELINE TE: TO DETEnMINII Or-FSET D113TANCE FOn ANY LE NGTFI Or, TAPE t use ille FonMVLA Y 2.215WtX•)g FAR THE PORTIONS WAND C'D' WHICH ARE PAFIAF30LiC CURVES. THE PORTION B'C' iS A TANGENT. WHEN THE BASELINE IS CURVED; THE OFFSETS ARE APPLIED TO THE CURVED BASELINE, AND 8'C' IS NO LONGER A TANGENT. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 2W TAN e -T"- L = LENGTH OF FLARE IN FEET r PROMULGATED BY THE APWA•AGC JOiNT COOPE�RATIV E COMMITTEE n AIRMEDIAN 108-0 , tit TE: TO DETEnMINII Or-FSET D113TANCE FOn ANY LE NGTFI Or, TAPE t use ille FonMVLA Y 2.215WtX•)g FAR THE PORTIONS WAND C'D' WHICH ARE PAFIAF30LiC CURVES. THE PORTION B'C' iS A TANGENT. WHEN THE BASELINE IS CURVED; THE OFFSETS ARE APPLIED TO THE CURVED BASELINE, AND 8'C' IS NO LONGER A TANGENT. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 2W TAN e -T"- L = LENGTH OF FLARE IN FEET STANDARD PLAN PROMULGATED BY THE APWA•AGC JOiNT COOPE�RATIV E COMMITTEE n AIRMEDIAN 108-0 , 114 Y = OFFSET FROM BASE LINE IN FEET t TE: TO DETEnMINII Or-FSET D113TANCE FOn ANY LE NGTFI Or, TAPE t use ille FonMVLA Y 2.215WtX•)g FAR THE PORTIONS WAND C'D' WHICH ARE PAFIAF30LiC CURVES. THE PORTION B'C' iS A TANGENT. WHEN THE BASELINE IS CURVED; THE OFFSETS ARE APPLIED TO THE CURVED BASELINE, AND 8'C' IS NO LONGER A TANGENT. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 2W TAN e -T"- L = LENGTH OF FLARE IN FEET STANDARD PLAN PROMULGATED BY THE APWA•AGC JOiNT COOPE�RATIV E COMMITTEE n AIRMEDIAN 108-0 , 114 Y = OFFSET FROM BASE LINE IN FEET SHEET 1 OF 1 . USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Za PARABOLIC FLARE L w`A _ x Co � BASE LINE Y _ �j T 3 Q T TANGENT A @ R MEDIAN NOSE Y=W(t ex) 2W TAN e -T"- L = LENGTH OF FLARE IN FEET •. W - MAXIMUM OFFSET DISTANCE IN FEET �� r� © TAN X = DISTANCE ALONG BASE -LINE IN FEET USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Y = OFFSET FROM BASE LINE IN FEET SHEET 1 OF 1 Ar r4P T =TANGENT R = RADIUS OF NOSE IN FEET OFFSET Y L X 10' 15' 20 2 5' i O' 4 O'� ` 4-5' 5'I -a 0' -«6 0' 7 0 ° ' 75 50' 0.46' 0., 90 1.60' 2.50' 3.60' 6.40' 8.10' 10.00' NOTE: IF STATION OF RADIUS POINT IS NOT GiVEN ON PLAN. TANGENT 'T' MAY BE IGNORED.. AMERICAN PUBLIC. WORKS ASSOCIATION --- SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE E; JOINT COOPERATIVE: COMMITTEE MEDIAN FLARE STANDARD PLAN 1 pg.. O 1084 - 11/z' Min thread length 91/p USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 18" SHEET 1 OF 1 .. p°;f COUNTY ROUtf .. T T T Ta T wt Tc Ora. Jut 119Z72:0 , K ,QV NOTE$ OJOB" Nyxxlntd �- - -� /,r" Tateronce 3 of Terminal sections ns will! not .lin ft bod on the tralling end t ng to ohs -way roadgoyS. i 0.108 ' Nominoi ��.,�f 2. Back-uPiote to be used between guar�tl tall element and y - OJOS,.' Nominol TV/," Lop / ' � steel block on steel post where thet•o I' no roflet8lnent 60006.ye" R-' See Stondord Pion A77A 3..For end Section details. see Standdi-d ATTJ. 4, For terminal section Type' C. soe Standard tion A77H pprox mutely '/i'4'/... 21/54' 8 /2 ,,x i ° .. R=i" to 2'/i' 2 S'ymme#rias/ his? /® T t u�out 2 ' Slotted holes }- Slotted hole % O N� \ '® � t � Nf r p � e• d,.___ _w1.-�.,_ rix.'x 1'li' t Slotted N 1 (o Some shape as roll, holes I ' J_ . element section 0.08' Nominal 'Ix i'/01 ' 0.108" Nominal �.__ R P' to Slotted Hees TERMINAL, SECTION S C TION 'T HR1 kE11jRN SECTION TERMINAL' SECTION TYPE E'RAIL ELEMENT TYPE A ..... t2" " or 6d93" it { r%' Dio x 1/s" deep r8Cess one or both sides y YA -Y OJOS" Nominot Yeti i �'h ;..•?/R "'M Some shope os roil I - f section l I i 1 ! 1, '•x z i 'a l t----_.-� 3" "/s 'r X 1" slotted hole 1--,•- �i or i /x Bolts o-2 /$" t RECES$ IVUT /s"` 0 BUTTON HEAD BOLT BACK-UP PLATE FLAT- ELATE WASHER See 'Note 2 L THREAD LENGTH lIf ' full thread. length _ 2 - 11/z' Min thread length 91/p -Ij'i":Min thread length 18" v/z" Min thread length STATE OF CALIFORNIA DEPARTMENT OF TRANSPATATON METAL BEAM: GUARD :1RAIi'11*6. STANDARD NkR�OWARE NO SCALE C) to Jti „ _ _ � 2" to 5 " rA,6L E c'. EMB£D!>ED S iEEL POLES f 2 1 � 119 1/ Arm Length-' 1 . i _ 01M_EIV51ONvs�_.__ _ CoaE R:11Jr•J .A,, ,S//AFr LENG,r ROLE p/AME'rER � -r'B '%� ARM LENGI' RISE S/NGLE ARM 000BCE ARM MOUNrJNG HFIGHr Ar r4P Ar 8oTl'O/t'1 „ „ 6 3.8 O cross_section becomes obo,-t 1�/2 "/n the 1101•izot/10/ dit)fnsian. j 0 7231 0 27'-6„ ti o,_0- 3 •7232 35-7236 28'-- 6" Notidhole : 10ohe /l 4"X61/2" and we/d o reinforcing l'rotne 33-7774 35-7273$'- 6" , A 37 -o - „ 8. i to 9.0 6, O" IF -121, 3 72,3'3 35-7237 7 �,_ �„z'_o• ao , x _ Ground '' 0 3�-72 34 723 35 8 39=6" 3,3"1n3.9" 8.8"to9.511 6'_O,. 2'-0" _-7 35•-7235 J-5 35-7239 33,Y 6„ - - Galvanize the ort?, /s) per ASTM A/23 offer forn,i„9 oixl ive/di„g . 2'-.0 --- 35-7240 �fesfoort du1/et, See Note 00 R:11Jr•J ,�PEC/FICA /QN-$ of Cost Iron or Steel Cap : Furnish i/ with set screws. 11 a Arm: Use f/ gauge (or het /er) .Slee/ and moke i/ wi/// o ylc?ld slrenglh o/' of /Post 33,000,asl. Fora? it So i/ is cy/indri,(7/ �MOM:Ei��� with a taper of abovl 0. /4 loch per foot and so 1l?n- (?D. 17/ the sma// e„d is;2.37 incht'� . 110c,,n/ize'r 1/he lo; go et): i so l O cross_section becomes obo,-t 1�/2 "/n the 1101•izot/10/ dit)fnsian. j 0 Simplex 41tochmenls : Make then, os described Gy Sheet 9. 0 Pole: Use // gouge (or Beller) Slee/ tvilh o Vie/d streitg/h ti or of /cos/ 33,000 psi, Form it so it is cylindrical wilh o toper cof about 0,/4 inch per foot. a ; Q Notidhole : 10ohe /l 4"X61/2" and we/d o reinforcing l'rotne oround it. Furnish. 0 Covet- and 177ount/17g hordwore. i Q Weldnut : Weld o W squore (rounding 17ut o,- nu/ holder 1-7side the pole, d/recl/y opposi& the lrandliole. For o6rmle location, 'A" see De6d Sheet Groutrd-line 1 Sleeve: Use 1I gauge (orbetler) steel onof 7 continuously seol-we%'it (ton and bo1Mm) to the pole. ao , x _ Ground '' 0 Cable Fn1rar7ce: Poke ovt7/s/o1l x6'ard180°w,%h lumh7aiie bvckel. (S Fgs, frnkf l,4). to L 1n e ii t i ' , ,. , I,i l ,� ., ,Null Plate : Cul tl hromplotc or ongle steel %4" thick and mOlre O li i 4'to 6' wide and 12" lo??g Altoch it to the bottom of Mc pole' Ri tilt i h 10 with continuous seal-wela's of bolh edges. reS1 0n 00110: For ordering 1*1740rm011'717 see Sheel !O• rt finish : Coot al/ patl.5 eCitdance -'o - Galvanize the ort?, /s) per ASTM A/23 offer forn,i„9 oixl ive/di„g . - _M_ --- - - -Golvonize 011 renlov(7ble ports er AS7M 153. -'� - Colvot?ize the pole per ASTM A 123 oPler /he holes ore cut in it . 2" T- �, and the sleeve, wektnul/J?o/der) arm future (s) and bul/plate are "kted to it 2 -NQ 6/11um67um h,l Conduclors CIC 51?1;qpinq Instructions . Ship the loose ports torose pole M one package. Q IN5TALLA770N t2 Bo/torn ofpole holes 51201/ olls"ays be well torrrped before 1i?sta/lin_q pole. Judgment, bol.5eol on exper/ence a1V local sot/ condll/ons, shoe/c/be'used ire. g-ine steel pole are requd to determine /t `%teyinq"ond "rock/n"th 13 ra, CJC inslollalicns. pull cono'vits /v bond/x,/e, far OB Coble /nslollol/onS, u,5e salvaged leoglhs of C/C cot'vils o11.51111/6/enl F/6. 1 LIG. 1A /engin foprovio'e coh/e pro?'ectian. CASL E ENTRANCE OE rA/L EMBEDDED STEEL, POLES .A.ettttnworth', APPROVED BY f 3 /O•.Z-6t Changed Tit/e. Revised SoeG. U ___-_...__...-...__ . 1986 ' 12 9- -8oceded 8 O"Arms for 32'-6" Pole in Table13fht af�fCTP4��.� r - -- Jf 4.23.76 Revised S eC. / ,AVP .►, }-. t'� a, CA 10-5-16-75 Ne.w 5hee t. Forme,, 5h. 4 ;;;a 7e ,5A 7.� G. 4 D, t . H, ' 4 11CNGI DATE D E S C R 1 P T t O N SUP V. BY CN. APPA. nw _ _ .._ ... ... _ . .. _. Sum BY F. F. Y. ....._ENG(NEERINf3_MNDARD .. ____.. __. ... __.. _..__.. _ _..»- SUPERSEDES bSGN: DR. D.L..H. a G. F. SUPERSEDED BY STREET LIGHTING POLES _ CH• SHEET NO. 4 SHEETS 0.K'_ DEPARTMENT OF ENGINEERING CNANOt 15ATS ALL! PACIFIC. GAS AND ELECTRIC COMPANY 0151.36 I � ry� 2-14-47 2 - 14 - 47 SAN FRANCISCO, CALIFORNIA 6., toenaq with -2-164 Footof blac t washer naps in top Top of past ast July A+p A�ct otfci+ttiaCuiteet woh11 on heed bolt Grouna tine or t with hex nut shoulder surfacing • {U CN4 54� Roll sptice �Rotl epilCe under ratline . 11110 ... - .,� 6"x a"x P-2"3 4 8.. Of block '/w" Tolerance - _X_ Raft ®cement rr 6 x8" Btook between postt- -- -� -- orW roil on Posta 1 b"x 6 x 5'-4" o1 Top of roll Post $pacing W-11" C -C OF post g Post bolt slot -, • �llyp,• .3 Tr0 »A Rg° I Where bolt 15 reversed or is used to mount rats. no more yf)ione "of1S1 � Sg ttricaa .• Lop rail elements In thread may be exposed on troOlo s#de of roti. 1 direction of traffic Flat t washers W. Button hood bots ' with hex tart ' and flat i[woeher.Rap mounts to 1 �. 6°•x8" DF post block with bolt 'on opprooching Ground line or shoulder troffic•.aide of block and post. tab. surfacing under rofl. 0.109" Nominal t elemen ...1 i Too of post w6x8.5 or *6x9xr•2" Steel otock. i_ Each block to be attached TI fHR 4 ELEVATION' to post`with two 3y'"die sex RAIL ELEMENT METAL BEAM GUARD RAiL WITH WOOD POST AND BLOCKS shout d the or r-- bona aro Ching traffi Dolt shoulder. surfacing - ph approochinq traltiG side under rooms _ ? of:, black and Post web. N T $ . �_ Back-up between roll NexB 5 or 1M6x9xb' -0" 1, Far detoilu of standard hordwa a used to construct element and black 'where Steel post Swa1'd roliitp.a9e Standard'Plan Att@, there Is no splice. Rr� 2. For`detops of Posts and blacks used to construct i guard rafl#rq. see Standard Plan ATTG: Post spacing 6' -3"G -C 3. Guard-aIllog Cast spacing to be 6'-3"center to center.oxc"t as otherwise noted.. SECTION B-E A6 -� 6 -3/ 4. Tap, o6f rap to be 27" Wow < the ground #ine or shoulder Roil SpBCe r Roll Splice suriactr+g irrWer' the tali agement. i rMlr+s FLAN 5.'F d railing oPProoah flores.see Standard A?,M orld ATTE. z.. 41 „41 r. 2, ! Rail element _�� t 6. For t widening ,%toils to accommodate - _ Sbe Note A• Note Ar. Bolt slot in road post Or guArd roping oporoaCh flat es, see Standard Pian ATTF, ' Yop of tali Back-up ' I bolt slot In stool block 1. For d ra end anchorr details, Sae Standard used with Steel post P ring Pt�a ATTG and AiTt, x c ' y54"x 2'ly, , $tot 8. For . guord :rolling connection' detolis to bridge railing. retaining walls and abutments. sea, Standard ikon A? J. ,• .> top rali ebYnents In ----r , x (1 " Slots 9. For mrd roiling connection details to bridge sidewalks direction of traffic flat 2 warners r3ir /� and cube, see Standard Pion A779, AW I- 74W .14w" RAIL SPLICE OE TAiI 10. For dike positioning with guard rolling instoffationa, sed . i; Ground tine or shoulder surfacing WilderraEI EVATi4N YtE1K S aids d Pkxf A tl, Direction of traffic Indicated by W... `element '„il Satico the overtopped ends 'of the roil elements with-%"x:11/54"button hood oval ELEVATION shoulder bolts and "x, 11/4- recessed STATIr OF C=WA hex nut In the %"x i fj" elate, Totol 8 Per T?EPARTMINT OF TRANSPOiiTAT" METAL BEAN, .GUARD RAIL WITH W5xB.5 roll splrcol 4 per termtnol ooction and OR W6X9 STEEL .POSTS AND BLOCKS end section. LOP rail elements in direction METAL BEAN! GUARD, RAXINO of traffic. NO SCALE: A77AI44, M SEC119N C -C NOTE' Cross-section of slope ditch may be semicircular vee or trapezoidal. Shoulder 112►1. r" 0'42'ir ' � cV SECTION E - E o O c 'o 5 p .. Mo a m wa. o ' CP > Q. - � o a `01 0.20' AC Li.. SECTION D -D C 4 E C E t�6. C N N2'R ASPHALT CONCRETE OV R D [)RAINS >--j To be used on till slopes flatter than 2:1 Use min PLAN, 10' length of gutter on both sides in o sag location. TYPE A -DIKE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION OVERSIDE DRAINS CURB QUANTITIES .. .p 1 i D87 -B • 1 33" NOTE: Type B3 Superimposed 5" 2411 on existing pavement. - 9 sir � 11 ariable :••r', X l R= I 4 Longitudinal bar " B Z2 *4 Dowel spaced 4' B 3 TYPE B min. length 8 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURES, DIKES AND DRIVEWAYS APPROVED BY: DETAILS CAMINO REAL. FASHION OUTLET - 2100 EL CAMINO REAL, ATASCADERO GOLDEN.,. VELOP MEN T CORP & CALIFORNIA FACTORY STORES REV. DESCRIPTION DESIGN CITY�.'`k DESIGNED DAIE `�` v° �� CUESTA ENGINEERING DRAWN 6717 MORRO ROAD �f ATAS9ADER0, CALIFORNIA 93422 JOB N0. 6827 " I;s0 5) 466 92---005 SHEET ' ,� JOHN FALKENSl1EN R.C.E. 33760 EXP. 6/30/94 OF 7 Z;. �M R:11Jr•J O , . e Eli • • �MOM:Ei��� E i• . F3 .p 1 i D87 -B • 1 33" NOTE: Type B3 Superimposed 5" 2411 on existing pavement. - 9 sir � 11 ariable :••r', X l R= I 4 Longitudinal bar " B Z2 *4 Dowel spaced 4' B 3 TYPE B min. length 8 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURES, DIKES AND DRIVEWAYS APPROVED BY: DETAILS CAMINO REAL. FASHION OUTLET - 2100 EL CAMINO REAL, ATASCADERO GOLDEN.,. VELOP MEN T CORP & CALIFORNIA FACTORY STORES REV. DESCRIPTION DESIGN CITY�.'`k DESIGNED DAIE `�` v° �� CUESTA ENGINEERING DRAWN 6717 MORRO ROAD �f ATAS9ADER0, CALIFORNIA 93422 JOB N0. 6827 " I;s0 5) 466 92---005 SHEET ' ,� JOHN FALKENSl1EN R.C.E. 33760 EXP. 6/30/94 OF 7 Z;. �M Px VIA M IN N L C W F A APE DAI 6 OW--- ----- ---10is EACH SERVICE TO BE DESIGNATED SERVICE BOXES -BROOKS 36-T FOR OTE: IF MAIN .IS A.C. OR P.V.C. USE SERVICE SADDLE SERVICES OR 37-T FOR 1" SERVICES TO AN ADDRESS AND/OR UNIT BY 3/4 WITH DOUBLE BAND AND IPS 7 ATTACHING A SUITABLE WEATHER CENTER BOXES OVER METER SETS EQUALLY. THREAD ON THESE APPLICATIONS: PROOF TAG TO CURB STOP. 12 3611. 6 APPLICATIONS: MUELLER 11--14265 5/811 x 3/411 x 111 ,,,r-1" OR 21' CURB STOP (TYP-.) D NOTE. PLASTIC PIPE SHALL NOT IPS THREAD -TAPPED FOR BE HOT 3 METER SIZE D SERVICES MUELLER IPS ADAPTER 1e 13�� -15426 1ll(TYP.) 2 2 17 2 4 2 x 1" SCH. 80 P.V.C. ,,l Is POLYE'THYLENE REDUCING TEE SL x FIP PIPE CL 200 IPS l.- 2" CORP. STOP JONES'JI943. OR NIBCO 211 x 1" FIP 2.- 2" SCH. 80 P.V.C. PIPE- MIP x MIP 2 BUSHING VALVE -'RT, CLASS'125., 'BUSHING SCH 80 3.- 2" SCH. 80 45* P'.V.C. ELBOW 0 -RING - TYPE, MUELLER H-66 4.--2" SCH. 80 P.V.C. ELBOW 'SL x FIP A TER 5.- IP x '211 ANGLE METER STOP -JONES J1527F BOX 6:- CUSTOMER VALVE -METER SIZE JONES J1913 TAPPING SLEEVE-M.J.,CLASS 125, 1111 ..2" SCH. 80 P.V.C. 2" SCH. 80 P.V.C. Z- METER BOX: 'BROOKS 38 S MUELLER H-615 PIPE TEE 2 "-BROOKS WATER MAIN 3 2" SCH. 80 P.V.C. SIDEWALK OR GROUND i so DIAM. ...... CAP. 911 33 18 MIN 0� 18" MIN OTE: WHEN METER IS TO BE 1Z w cc I 14 33 OCATED IN DRIVEWAY, A TRAFFIC 1 3 OVER SHALL BE USED. 3 HEN SERVICE IS ANGLED 911 ROM CORP. STOP TO I METER,'.. 4 Lj TRACER TAPE SHALL BE to NSTALLED 3 BE SPLIT IN SWIVEL GLAND TAPPING SLEEVE SHALL SHALL BE. OFFSET FROM SEPARATED FROM NEAREST SPLIT IN TAPPING SLEEVE BELL, FLANGEi SERVICE CLAMP, METER SIZE D CORP. STOP, ETC. BY A DISTAN( BY ONE BOLT POSITION, NO LESS THAN 11 PIPE DIAMETEF 0 '7 ill Ill's WITH MINIMUM OF 18". THRUST BLOCK- CLASS "B's P.C.C., SHIELDED FROM BOLTS AND FLANGES. 7- ADAPTER MUELLER [1-15426 1.-41' CORP' STOP- MUELLER H-10012 2:--1" POLY ETHYLENE TUBING -CLASS 200 IPS. 3.-CURB STOP: 5/8" -3/4" --MUELLER H-14265 5/81lx3/4"xlll of 1" -MUELLER H-14265.1 WATER MAIN 4�- CUSTOMER VALVE -JONES J1908 5.- METER BOX: 5/8"-3/4!`-.BROOKS.36-T BROOKS 37T __6 -ADAPTE *R- -MUELLER, 1-1-15456- I ig I 1 PSCA B `SCAD, ROVED PY' 0 'APPROVED -TAP WATER SERVICE 'CONNECTION WATERMAIN HOT, 0, D E U1113 (I ATE "Maw, CA 1 JN OUTLETS HYDRANT 2111 4 1 is O.S. & Y.- MUELLER OR APPROVED EQUIVALENT (TYP.) APPROVED RESIDENTIAL I I CLOW 950 CHECK VALVE COMMERCIAL 2 1 CLOW 9.60 900 BENDS, FIRE DEPT. OPTION 1 2 CLOW 565 TEST COCK NO. I FL. x FL. DRY BARREL 2 2L I MUELLER -Centurion A-423 1. 2.111 outlets shall be Ritional Standard how �1&1-21 1 Uiread. 4tII outlets shall be National Standard, 'IH . 4L, puiper ttread. NO2 NO. 3--/ NO. .4 T . •• � .. •;� : .1.1.1.1 :,�;: � =III 2. Al I dry barrel hydrants shall: ,. '`--- -- VERT I CAL PIPE, FL. x WATERMAIN OR AS REQUIRED 54 have 54", valw, opening & Ill' 3611 MIN 5 pelitagon Wati ng, nuts, 6 3. For integral sidoolks I of less than -P.C.C. BLOCKS 61 width, hydrant shallbe placed hill, behind sidewlk & be 12" clear of sidewalk. *LP FLANGED COUPLING ADAPTER 4. hydrant flara., sh3l1 have 5/8, x 311 drilled brea y botts installed. TAPPING SLEEVE -& VALVE OR LINE 5. Wain holes in drain ring housing shall be pl-Luged. VALVE INCLUDING LATERAL 6. Thrust block -Class B P.C.C.9 shielded from flanges & bolts. 10. Tapping sleeve -MUELLER 11-6159 M.J.l, Class 125. -valve-MUELLER 7 11. Tapping PIPE H "-667, RT O-ring type, Class 125. 2" 3119 2411 8 9 12,.: Spl i t in' swi vel 411 - 611 .3011 811 -1011 3611 gland shall be 7. Valve Cap offset set from split Parkson 101 shall apping' sleeve - in t be marked "WATER". by one bol t position 0 . 11 1%4 8. Riser - 611 SDR 35 PVC6 12 9. Collar Class A P. C.. C 9 Nk allowed to cure 48 hours prior to full trLaf f 0 TOWATER 3 .0 UN 0 0 0 w1r1l "m: ealw6erlal% 4" 10 P's APPROVED B PSCA ROVED BY,--". DOUBLE CHECK ASSEMBLY FIRE HYDRANTS E DATE-- Say 313 AIT 4c WA 1. MUELLER DS MALLEABLE SADDLE 2. A/C OR PVC 3. MUELLER CORPORATION 11-10012 OR JONES J1943-211 2" SCH. 80 P.V.C. 9Is ELBOW 911 BACK OF CURB . I MUELLER 14-14265 5/811 x 3/411 x 1 MUELLER IPS ADAPTER 1.1-15426 NOTE: WHEN SERVICE IS ANGLED, FROM CORP. STOP TO METER, A TRACER TAPE SHALL BE INSTALLED JONES J1943 CORP. STOP - 21 0 P.V.C.3611 45'OELBOW �, -- 211 SCH. 80 P.V.C. d PIPE WATER MAIN 7 sCA0F SCAQF ROVED By,,,,�!?�SERVICE SADDLE APPROVED B 0 sma DATEcl, L s1ka Is L WAX sr CIV% OF C CITY ENGINEER APPROVAL DETAILS ATASCADERO MUTUTAL WATER CO. .13 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET GOLD "` VELOP MEN T CORP. & CALIFORNIA FACTORY STORES REV. DESCRIION DESIGN CITY DESIGNED rrV ENGR. DATE ENGR. DATE CUESTA ENGINEERING DRAWN rT 6717 MORRO ROAD ATASCADERO, CALIFORNIA 93422 JOB NO. ✓ (805) 466-6827 92-005 `5SHEET JOHN FALKENS FN 33760 EXP. 6/30/94 OF/7. ---------- - ------ 2" SCH. 80 P.V.C. ELBOW MANIFOLD ASSEMBLY .. ... . ..... ... .. ... - ---- - ---------- --- -- -- ----- -------- -- -- ------- ------------ Lc PAY PHONE LOCATION BY PROVIDE SERVICE CONDUIT LQ RAD MOUNTED TRANSFORMER -4 IJO X 24o 'SECONDARY SPLICE BOX 17" X JO* SECONDARY SPLICE BOX X 5' PRIMARY SPLICE BOX STREET LIGHT LAJ SL STREET LIGHT TRENCH LINE tz 13UIL Il\TG sv SERWCE TRENCH LINE 869-.90 FINISH FLOCR y. P PRIMARY TRENCH LINE CONDUIT SHALL BE SCHEDULE 40 CONTRACTOR SHALL REFER TO LA YOUT DRA WNG BY P. G. & E FOR CON7RUC77ON PLAN AND DETAILS. 5.60" . _ r BUILDING 2- " Q 870.30 f7XISH FLOOR 1 SERVICE II (Ia I" WATER METER TELEPHONE SPLICE BOX r CONDUIT WTH PULL ROPE CON TRA C TOR SHALL REFER TO L A YOU T PLAN BY PA CIFIC BELL FOR. CONS7RUC770N PLAN AND DETAILS. CON TA C T. - PACIFIC BELL - DENNIS YOKES - 546-7003 MEMBER U.S.A. - UNDERGROUND SERVICE ALERT -BOO 642-2444 LEGEND PROPOSED WATER WA TER METER FIRE H YDRA N T Wv GA 7F VALVE DOUBLE DOUBLE DETECTOR CHECK n.c- -M-1"' T/14-7 J -I'*' WATER METERS ON /< ,BLDG SEWER PER PLUMBING PLAN 2" MANIFOLD - ALL SERVICE CHECK CONTRACTOR SHALL REFER TO PUBLIC WORKS IMPROVEME T PLANS AND UTILITY COMPANY PLANS AND METER ASSEMBLIES FOR CONSTRUCTION AND RELOCATION OF FACILITIES IN TH PUBLIC RIGHT OF WAY. PER A. IV. W C. STDs FIRE LINE FIRE LINE PVC 0900 CLASS 150 WA TER MAIN WA TER MAIN - PVC C900 CLASS 150 2 WA TER IVE TER 7WASH BY RAD MOUNTED TRANSFORMER IJO X 24o 'SECONDARY SPLICE BOX 17" X JO* SECONDARY SPLICE BOX X 5' PRIMARY SPLICE BOX STREET LIGHT SL STREET LIGHT TRENCH LINE sv SERWCE TRENCH LINE P PRIMARY TRENCH LINE CONDUIT SHALL BE SCHEDULE 40 CONTRACTOR SHALL REFER TO LA YOUT DRA WNG BY P. G. & E FOR CON7RUC77ON PLAN AND DETAILS. CON TA C T.- (o 0 co PACIFIC` GAS & ELECTRIC - RUSS CRACMIVELL - 434-4430 MEMBER U.S.A. UNDERGROUND SER WCE ALERT 800 642-2444 LEGEND PROPOSED TELEPHONE 4<- 867.00 1 7 .1 r 7 Wit Z W4 TER, SER V1 .. �` 2 WATER SER VICE CJ IV Q, 90 SEND 14j 0 LL - a c < LLJ C) .i F C;0 Z) cr- X 0 000 0 Z C) 0U) Z <UJ 2-4" W1kVU(MKr') ( 14 7 V,,) T 390 ICT WDUIT ---- Zt LL. w < IN PRIMARY CONDUIT O V) -p p r 0 L -Li 250.Z.F-, 12" H.D.P.E STORM DRAIN IN "7 FUo 44ae& 1� �mm 0 0 < C) T— 0 c\J Date 9-24-92 221.64' Drawn S 22#49a1w E7,777 271,12" Shag C4,6 2 k 5 28"02'49'" E rA TELEPHONE SPLICE BOX r CONDUIT WTH PULL ROPE CON TRA C TOR SHALL REFER TO L A YOU T PLAN BY PA CIFIC BELL FOR. CONS7RUC770N PLAN AND DETAILS. CON TA C T. - PACIFIC BELL - DENNIS YOKES - 546-7003 MEMBER U.S.A. - UNDERGROUND SERVICE ALERT -BOO 642-2444 LEGEND PROPOSED WATER WA TER METER FIRE H YDRA N T Wv GA 7F VALVE DOUBLE DOUBLE DETECTOR CHECK n.c- -M-1"' T/14-7 J -I'*' WATER METERS ON /< ,BLDG SEWER PER PLUMBING PLAN 2" MANIFOLD - ALL SERVICE CHECK CONTRACTOR SHALL REFER TO PUBLIC WORKS IMPROVEME T PLANS AND UTILITY COMPANY PLANS AND METER ASSEMBLIES FOR CONSTRUCTION AND RELOCATION OF FACILITIES IN TH PUBLIC RIGHT OF WAY. PER A. IV. W C. STDs FIRE LINE FIRE LINE PVC 0900 CLASS 150 WA TER MAIN WA TER MAIN - PVC C900 CLASS 150 2 WA TER IVE TER 7WASH BY RAD MOUNTED TRANSFORMER IJO X 24o 'SECONDARY SPLICE BOX 17" X JO* SECONDARY SPLICE BOX X 5' PRIMARY SPLICE BOX STREET LIGHT SL STREET LIGHT TRENCH LINE sv SERWCE TRENCH LINE P PRIMARY TRENCH LINE CONDUIT SHALL BE SCHEDULE 40 CONTRACTOR SHALL REFER TO LA YOUT DRA WNG BY P. G. & E FOR CON7RUC77ON PLAN AND DETAILS. CON TA C T.- (o 0 co PACIFIC` GAS & ELECTRIC - RUSS CRACMIVELL - 434-4430 MEMBER U.S.A. UNDERGROUND SER WCE ALERT 800 642-2444 LEGEND PROPOSED TELEPHONE TELEPHONE SPLICE BOX r CONDUIT WTH PULL ROPE CON TRA C TOR SHALL REFER TO L A YOU T PLAN BY PA CIFIC BELL FOR. CONS7RUC770N PLAN AND DETAILS. CON TA C T. - PACIFIC BELL - DENNIS YOKES - 546-7003 MEMBER U.S.A. - UNDERGROUND SERVICE ALERT -BOO 642-2444 LEGEND PROPOSED WATER WA TER METER FIRE H YDRA N T Wv GA 7F VALVE DOUBLE DOUBLE DETECTOR CHECK n.c- -M-1"' T/14-7 J -I'*' WATER METERS ON /< ,BLDG SEWER PER PLUMBING PLAN 2" MANIFOLD - ALL SERVICE CHECK CONTRACTOR SHALL REFER TO PUBLIC WORKS IMPROVEME T PLANS AND UTILITY COMPANY PLANS AND METER ASSEMBLIES FOR CONSTRUCTION AND RELOCATION OF FACILITIES IN TH PUBLIC RIGHT OF WAY. PER A. IV. W C. STDs FIRE LINE FIRE LINE PVC 0900 CLASS 150 WA TER MAIN WA TER MAIN - PVC C900 CLASS 150 2 WA TER IVE TER 7WASH WA 1t)y Stmv/('t WA TER SERVICE - PVC SCHEDULE 80 rl-lgzj5r eLeo<:5 Izec?uIRgo PEt"1Z A. IV -W C. I*' oRrA LEGEND PROPOSED SEWER Wv &I A SSUH SEWER MANHOLE F-7 0 SEWER CLEANOUT ssoo SEWER MAIN - PVC SDR 35 ITM 1-41 comor ro-p-L. 3 rO 4VA14 =-A LEGEND PROPOSED GAS G GAS SSR VICE W 049 MerAEX L' F, 6 ('4AM �6ry 9""e0A10411r FOR C404,65 OV17W YPHOAI-0 cgIVAPZllr) REVISIONS BY co BLDG SEWER PER PLUMBING PLAN 0 4z z sco 1 iz :3 (o 0 co LOLI 0 1 02 1W z W 4<- 867.00 1 7 .1 r 7 Wit Z W4 TER, SER V1 .. �` 2 WATER SER VICE CJ IV Q, 90 SEND 0 LL - a c < LLJ C) .i F C;0 Z) cr- X 0 000 0 Z C) 0U) Z <UJ 2-4" W1kVU(MKr') ( 14 7 V,,) T 390 ICT WDUIT ---- r T LL. w < r T PRIMARY CONDUIT O V) -p p r 0 L -Li 250.Z.F-, 12" H.D.P.E STORM DRAIN "7 FUo 44ae& 1� �mm 0 0 < C) T— 0 c\J Date 9-24-92 221.64' Drawn S 22#49a1w E7,777 271,12" Shag C4,6 2 5 28"02'49'" E WA 1t)y Stmv/('t WA TER SERVICE - PVC SCHEDULE 80 rl-lgzj5r eLeo<:5 Izec?uIRgo PEt"1Z A. IV -W C. I*' oRrA LEGEND PROPOSED SEWER Wv &I A SSUH SEWER MANHOLE F-7 0 SEWER CLEANOUT ssoo SEWER MAIN - PVC SDR 35 ITM 1-41 comor ro-p-L. 3 rO 4VA14 =-A LEGEND PROPOSED GAS G GAS SSR VICE W 049 MerAEX L' F, 6 ('4AM �6ry 9""e0A10411r FOR C404,65 OV17W YPHOAI-0 cgIVAPZllr) REVISIONS BY co 0 N P - <C4 eq r. 0 -* m 0 4z z IX , N�: ©t a: t", LL. 1 iz :3 (o 0 co LOLI 0 1 02 1W z W 4<- "�g . . . . . . . . . . . ry 0 I-- V) 0 CJ < z 0 LL - a c < LLJ C) .i F C;0 Z) cr- X 0 000 0 Z C) 0U) Z <UJ F- 7 CL < L-1 ij LL. w < L.J C) ry, O V) Lij z LLJ cr- �� �': <Z 0 L -Li Z -j c) Lij -i ui 0 0 < C) T— 0 c\J Date 9-24-92 soole Drawn job q o Shag C4,6 2 AlU F925Mor/E EX/6T/1v4 H.G. O/KE K5n4C� W1731 TYPE "B" PCC CURB 4U77ER a ' _ POST MILES -'SHEET TOTAL 1 i/ • IST • COUNTYRCU1 E TOTAL PROJECT NOr SHEETS ff Qu PLANS APPROVALDATE r • 0 q CONSTRUCTIO MOTES # Ridgy qp s _ d( 4 - �• 1, ALL CONSTRUCTION WORD AND INSTALLATIONS SHALL CONFORM, TO y CALTRANS, STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CALTRANS INSPECTOR. wle ¢vG vr. , •, 2 . SOILS 'T'ESTS SHALL BE DONE IN ACCORDANCE WITH CALTRANS STANDARDS AND SPECIFICATIONS. .ALL TESTS MUST BE MADE WITHIN FIFTEEN DAYS PRIOR TQ' ' PLACING MATERIAL. THE 'T'EST RESULTS o° '� 'F `• "` SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE Ey �^�ar, m MATERIAL . a > `� ,p� f� v ' � „g 5. COMPACTION TESTS SHALL BE. MADE ON SUBGRADE MATERIAL AND ROAD=' MATERIAL PLACED AS SPECIFIED BY CALTRANS. SAID TESTS SHALL CHOOL flat} a Road 40bllh _ q�° �` BE APPROVED BY CALTRANS PRIOR TO PLACING OF THE_ NEXT MATERIAL. A � -4s n 4. SUBGRADE. MATERIAL SHALL BE COMPACTED TO A RELATIVE COFiPACTION n � �ataAv;°� fi a m�, s,� ,; ,�, , °�� OF, 95% ' IN THE ROADWAY' PRISM BETWEEN FINISHED SUBGRADE UA DOW " � ';'• � ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL. SECTIONS Tj�pla BELOW THE ZONE MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL crG ' 1 A af, :Gai c '$$ ;, BE COMPACTED TO 90% RELATIVE COMPACTION,; �C -a, 5 A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED J %� ¢ �P. c BY CALTRANS vu gp,1 Ca ti p SC4 " c I8 pss p``x Qy AN EFFORT HAS BEEN MADE TO DEFINES THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILI'T'Y re Vfzta; Y Va,U4W`.• r4C, rt a „ ,�' >� es up n r. THEIR LOCATION WHERE SHOWN IS APPROXIMATE. AND OTHERUNDERGROUND STRUCTURES MAY NOT B SOWN ON THIS; PLAN AND TH I CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE �,, RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND �o UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING of A #k AVE THE COURSE OF CONSTRUCTION OF THE PROJECT. 7a ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE S RT O A� + a �, ��� ;� CONSTRUCTION CONSTRUCTION 'T'ION CONTRACTOR SHALL CON'T'ACT -_- UNDERGROUND SERVICE ALERT AT 1-800—f>42--444 AT LEAST 2-10 DAYS :. � BEFORE BEGINNING EXCAVATION AND SHALL VERIFY THE LOCATION' OF A•NY' KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURINGTION. EXCAVATION. 90 4� 6. A CALTRANS ENCROACHMENT PERMIT IS REQUIRED id , FOR ALL WORK DONE WITHIN TTiE PUBLICi2.IGHT:—OF -WAY AND WILL BE VISIBLE PRIOR TO . THE STARTOF CONSTRUCTION. CINITY MAP, . THE CALTRANS INSPECTOR MAY ' REQUEST REVISIONS IN THE- -PLANS T4 s SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE. IN, THE FIELD. 10., CONSTRUCTION 'C'ONTRACTOR SHALL MAIN'T'AIN A CURRENT, COMPLETE AND ACCURATE RECORD OF ANY SAND ALL CHANGES FROM THE CONSTRUCTION AS PROPOSED IN THESE' 'PLANS AND. SPECIFICATIONS, FOR THE PURPOSE' OF PROVIDING THE ENGINEER 'WITH A BASIS FOR "AS�--BUILT" DRAWINGS. NQ'CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CALTRANS INSPECTOR. H. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. lZ. IN THE EVENT THAT THE CONTRACTOR -NOTICES IRREGULARITIES IN THE M 4.;Mf n LINE.OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. IF HE FAILS •TQ DO SO, THE CONTRACTOR' SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY } RECONSTRUCTION 'TO CORRECT SUCH ERROR. 3 EXIST2NG PAVING SHALL BE CUT IN ACCORDANCE WITH: CALTRANS f STANDARDS AND SPECIFICATIONS AND SHALL REVEAL COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL' BE JOINED AT •THIS POINT. STRUCTURAL SECTION SHALL BE INSPECTED, BY CALTRANS PL�C� H/�I�GCl/.9/,C UAL FOR TRAFFIC CONTROL AND WITH CURRENT CALTRANS TRAFFIC CONTROL SHALL BE IN .- ._ ._. MAN: I D WORK AREA TRAFFIC CONTROL HAND xlsrl,41P' 'All12 UNLINED DITCH •--EAST i DE HIGHWAY C BOOK. NO STREET CLOSURE WILL BE PERMITTED . &vo, o� �ov/z / GRADE CONSTRI7CTIt ►N S'TATfiEs SHALL BE SET BY LICENSED LAND ����� Tr' '� ..-loU DITCH EAST SIDE HIGHWAY 101 �� : . URVEYOP, IN'. -THE S'T'ATE OF CALIFORNIA. WI UNLINED ISD ---- y •. }-' ,_ /9• NO CONSTRUCTION SHALL" BE STARTED WITHOUT AN ENGROACMENT 61rr 57v IEE.. [C "ROAD -aL1NDEI-IAMI PERMIT APPROVED BY CALTRANS,* CAL"T`RANS SHALL.: BE` NOTIi�`?E v AT LEAST 4, HOURS PRIOR TO STARTING CONS'T'RUCTION t A1�+�Y y ��ave fr .dri,1a- . CONSTRUCTION IiCiNE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION' 6XI67IN24° �'VA,?Z71Vq/L J DF•L RIO ROAD - STORM DRAIN TO CALTRANS ALL s� REJECTED- AND WILL �E "AT THE CONTRACTOR'S' AND/OR owrtER's RSKAND EXPENSE'. T ��iG o� GAO. ALL ME'T'AL BEAM OU'AR RAIL POSTS, TERMINAL SECTIONS ANCHORS i o TAIL SHEET .� � �'rp���� .�s �ya,�✓�l �o DE ETC. TO HE REMOVED, SHALL BE SALVAGED AND DELIVERED... TO THE C- CALTRA1S MAINTENANCE YARD_ .IN TEMPLE' ON .A�EN©725" lea. , or cortiplbt i W ar�c�` �c�urat+' Access Dat :��� . � ' ire' o� .9r�✓lecord Maps at Distr"ct Office Re44Oe47e' eXZ971 V6 .414V6 COVER SHEET CAMINO REAL FASHION OUTLET -- 2100 EL CAMINO REAL, ATASCADERO GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES DESIGN TY „ REV. DESCRIPTION.* PAM DESIGNED IGNED s o CUESTA E .. , DRAWN 6717 MORRO ROAD ATASCADERO, CALIFORNIA. � 93422 JOB N0. 4 (8t}5) 466--6827 s2 —92-0054 . ,_�,� , ::�, 4 � a �: � r .- SHEET JOHN FALKENSTIEN R.C.E. 33760 EXP. 6 30 94 ! OF > .._ , ._....__„ m , n � - 11VSYE:I:'L'VK YK1VK TV YLA4:6P1L'Pi'1 Vtr riAAB. 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. /S. OFF—SITE GRADING OR OTHER CONSTRUCTION WORK IS NOT PERMITTED p WITHOUT PRIOR WRITTEN PERMISSION OF THE OFF—SITT PROPERTY OWNER. [(o.CONTRACTOR AGREES THAT IN ACCORDANCE WITH,,GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRAC'i'bR WILL BE RBQUIRTD TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITS CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR 'THE PROJECT. THIS PROJECT � �� i MAP INCLUDES SAFETY OF ALL PERSONS. AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADS TO APPLY CONTINUOt1SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES - TO DEFEND., INDEMNIFY AND HOLD HARMLESS D63IGN PROFESSIONAL — FROM ANY AND ALL LIABILITY, REAI, OR ALLEGED IN CONNECTION NITR 11 �I [1CttVSTHE �FVI��ROVEN��iV.�St1L PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF A$SIGN PROFESSIONAL. � COVER SHEET /Z THE CONTRACTOR SHALL MAINTAIN TWO—WAY TRAFFIC AT ALL TI SS, PL�C� H/�I�GCl/.9/,C UAL FOR TRAFFIC CONTROL AND WITH CURRENT CALTRANS TRAFFIC CONTROL SHALL BE IN .- ._ ._. MAN: I D WORK AREA TRAFFIC CONTROL HAND xlsrl,41P' 'All12 UNLINED DITCH •--EAST i DE HIGHWAY C BOOK. NO STREET CLOSURE WILL BE PERMITTED . &vo, o� �ov/z / GRADE CONSTRI7CTIt ►N S'TATfiEs SHALL BE SET BY LICENSED LAND ����� Tr' '� ..-loU DITCH EAST SIDE HIGHWAY 101 �� : . URVEYOP, IN'. -THE S'T'ATE OF CALIFORNIA. WI UNLINED ISD ---- y •. }-' ,_ /9• NO CONSTRUCTION SHALL" BE STARTED WITHOUT AN ENGROACMENT 61rr 57v IEE.. [C "ROAD -aL1NDEI-IAMI PERMIT APPROVED BY CALTRANS,* CAL"T`RANS SHALL.: BE` NOTIi�`?E v AT LEAST 4, HOURS PRIOR TO STARTING CONS'T'RUCTION t A1�+�Y y ��ave fr .dri,1a- . CONSTRUCTION IiCiNE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION' 6XI67IN24° �'VA,?Z71Vq/L J DF•L RIO ROAD - STORM DRAIN TO CALTRANS ALL s� REJECTED- AND WILL �E "AT THE CONTRACTOR'S' AND/OR owrtER's RSKAND EXPENSE'. T ��iG o� GAO. ALL ME'T'AL BEAM OU'AR RAIL POSTS, TERMINAL SECTIONS ANCHORS i o TAIL SHEET .� � �'rp���� .�s �ya,�✓�l �o DE ETC. TO HE REMOVED, SHALL BE SALVAGED AND DELIVERED... TO THE C- CALTRA1S MAINTENANCE YARD_ .IN TEMPLE' ON .A�EN©725" lea. , or cortiplbt i W ar�c�` �c�urat+' Access Dat :��� . � ' ire' o� .9r�✓lecord Maps at Distr"ct Office Re44Oe47e' eXZ971 V6 .414V6 COVER SHEET CAMINO REAL FASHION OUTLET -- 2100 EL CAMINO REAL, ATASCADERO GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES DESIGN TY „ REV. DESCRIPTION.* PAM DESIGNED IGNED s o CUESTA E .. , DRAWN 6717 MORRO ROAD ATASCADERO, CALIFORNIA. � 93422 JOB N0. 4 (8t}5) 466--6827 s2 —92-0054 . ,_�,� , ::�, 4 � a �: � r .- SHEET JOHN FALKENSTIEN R.C.E. 33760 EXP. 6 30 94 ! OF > .._ , ._....__„ m , n I 15"TREE 0 J `4 0 6 7? gl N INA Lk Ir #A x via 40 100��e -------- -Ise - % -- V,� Wiw t- y O�6 A 11 5 8160 76 rL GRA 9,0 OZ N,4ZAIMIAl Ai5,1010 oill,�!, .97P. oV,71 iorg /,Y 4 (e VA - 110.4 FOUND 2 1. P. %G_ 7���, 7 X '�5' pale BRASS CAP a -v /45 OM4 H IC'-�:5 lye 4 STAMPED "CAL DIV, WYS STA 133+00- 'o I Q.: RT PROTECT ;ryp 4 y — y 71 x r1aw 6_6 PLAN -NCH 2 T SCALE-- 1 17 T--------------- ----- --------- ... ... ..... -410 4 .. ........ . . ........ . ..... . Nj ZIA N N* ........... ... 4pp 0 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 W41 �n�s „ 7 L 70 I. THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING ONLY 92025 fEss/ Y,E I T/I SCALE: PROJECT NO. ASSOCIATED TRANSPORTATION ENGINEERS 6) �oll 100 N. Hope Avenue, Suite 4, Santa Barbara, CA 931 10 *.(eOS) 687-4418 4, "Zc NOVERT. . C 15487SHEET - OF EXP. 3--31-97 HORN, 1" 40' ------ R.C.E. EXP. '3/31/97 DATE 7/22/93 - Civil. 7/8/92 DRAWING NO. 'OF CAL DATE I R7 ® ■OM1 " ' Els 92025 Qgof ESS/o f ASSOCIATED ENGINEERSolm X�1�" F99 FSCALE e PROJECT No. 100 N. Hope Avenue, Suite 4, Santa Barbara, CA 931 10 •.(805) 687-441 8 cz '` � M VERT. ME n0. C 154871'• .. 0• SHEET OF _... EXP. 3-31-97 HOR1.Z. R.C.E. 1 7 EXP. 3/31/97 DATE 7/22/93 sT CIVIL .a�Q qrF OF CAL DATE DATE 7/8/92 DRAWNG NO. r w -m W41 21+55 10 a + 2713, IL L I- F (3) CLASS 1 (FLEXIBLE) , TYPE F 8 R1 MR GENERAL NOTES 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 DATED JULY 1992, THE CONTRACT SPECIAL PROVISIONS AND CALTRANS SIGN SPECIFICATIONS. 2. THE CONTRACTOR SHALL REMOVE BY SANDBLASTING ALL EXISTING STRIPING AND PAVEMENT MARKINGS WHICH CONFLICT WITH NEW WORK SHOWN ON THE PLAN. 3. ALL CONSTRUCTION MATERIALS, SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 4. THE EXACT LOCATION OF ALL NEW SIGNS, STRIPING AND PAVEMENT MARKINGS SHALL BE MARKED IN 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 NOTIFIED 24 HOURS IN ADVANCE FOR CITY TRANSPORTATION DIVISION REVIEW AND APPROVAL OF ALL 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. 6. 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 DEPT. OF TRANS. STANDARDS. 8. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CALTRANS STENCILS SHOWN ON STANDARD PLANS N0. A24A AND A24D. 0 s Y4 x CIO 1 29743 Exp 3,`31/% I-lE Clvl��P� E MATCH EXIST. STRIPING STATION 25 + 50 REAL wmmm� 25 SIGN LEGEND ❑ EXISTING SIGN TO REMAIN � EXISTING SIGN TO BE RELOCATED � EXISTING SIGN TQ.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. PD -3 _ w. _ . __ _ .., ------ _­­­_ M ._............ . �' Q Single-phase -SN secondary 120/240V. 34re service . -- LEGEND P Pole - - External Conductor CKT BKR Circuit Breaker --9--- Tie Point A Ampere - Consductor of Bus V voks Conductor Coil U Ivi U=etered 1-- C-ontacbr, Contacts PNO SN Soid Neutral Contactor, Contacts PNC PN'O Pole NonnaDy Open 0 Terminal Blocks PNG Pole Normagy Closed SCIo wo 1* 1 War If -VY. NOTES: (FOR SERVICE EQUIPMENT) 120/240V.. SERVICE WIRING DIAGRAM 1. VOLTAGE RATINGS OF SERVICE EQUIPMENT SHALL CONFORM TO THE SERVICE VOLTAGES INDICATED ON THE PLANS. 2. UNLESS OTHERWISE INDICATED ON THE PLANS, ALL SERVICE ' EQUIPMENT ITEMS SHALL BE PROVIDED FOR EACH SERVICE Detail tic11 EQUIPMENT ENCLOSURE AS SHOWN ON STANDARD PLAN ES -2C. 0. LOCATION 3 3. DIMENSIONS OF SERVICE EQUIPMENT ENCLOSURES SHALL MEET THE REQUIREMENTS OF THE SERVING UTILITY. Direction of Traffic Variable 3' - Center in Lane ' Type A Loops -- Type C Loops 92025 VESS/0 Y11TH ASSOCIATED TRANSPORTATION ENGINEERS 1 00 N. Hope Avenue, Suite 4, Santa Barbara, CA 931 10 ® Ce05) 6B7 -441e NO. C 15487 EXP. 3-31-97 Ft N, R.C.E. 15487 EXP. 3/31/97 DATE 9/10/92sT�TC1V1� QF 0 Limit Line SCALE VERT. HORIZ NONE DATE 7/22/92 SN 120 V. Kighway U9 ng L_ Ll- J 120 V. 11SNS Ughtng ( FUTURE) Service Cabinet _ TYPE IH -BF SERV)CE (iM40V.) EOUIPMENT LEGEND - --------- M - NAME PLATE DESCRIPT)ON D ON GREEN F •C T N NO U TURN K L M N 111 N 1101 24 36 5/8 -3/8 3 !; TT to- W" I 4'D SCIo rc"??.*- rc • 2 2 2-112 4E a qL• I 5-11 F3 W IN 0 E-76 M_ F011 X I M 0 917-M R "I, A 1"A A 7.4 d -.1 IL wsbv� 154k 1 P. Te's t Switch MIN11511TON M -mm, R 30A. 2PNO Mercury Cbntact ... 011 - wo 1* 1 War If -VY. NOTES: (FOR SERVICE EQUIPMENT) 120/240V.. SERVICE WIRING DIAGRAM 1. VOLTAGE RATINGS OF SERVICE EQUIPMENT SHALL CONFORM TO THE SERVICE VOLTAGES INDICATED ON THE PLANS. 2. UNLESS OTHERWISE INDICATED ON THE PLANS, ALL SERVICE ' EQUIPMENT ITEMS SHALL BE PROVIDED FOR EACH SERVICE Detail tic11 EQUIPMENT ENCLOSURE AS SHOWN ON STANDARD PLAN ES -2C. 0. LOCATION 3 3. DIMENSIONS OF SERVICE EQUIPMENT ENCLOSURES SHALL MEET THE REQUIREMENTS OF THE SERVING UTILITY. Direction of Traffic Variable 3' - Center in Lane ' Type A Loops -- Type C Loops 92025 VESS/0 Y11TH ASSOCIATED TRANSPORTATION ENGINEERS 1 00 N. Hope Avenue, Suite 4, Santa Barbara, CA 931 10 ® Ce05) 6B7 -441e NO. C 15487 EXP. 3-31-97 Ft N, R.C.E. 15487 EXP. 3/31/97 DATE 9/10/92sT�TC1V1� QF 0 Limit Line SCALE VERT. HORIZ NONE DATE 7/22/92 SN 120 V. Kighway U9 ng L_ Ll- J 120 V. 11SNS Ughtng ( FUTURE) Service Cabinet _ _I r LEFT TURN B YIELD D ON GREEN F •C T N NO U TURN K W] W W y G DETAIL "All K K F L K K M A 1�1 SIG14 DIIIE14SION (INCHES) A B C D E F G H i K L M N 111 N 1101 24 36 5/8 -3/8 3 3C 4'D 8 3 2 2 2-112 4E 2 #8 - *,,ML ,_ Circuit Type: ML COLORS LEGEND & LETTERS -BLACK BACKGROUND -WHITE (REFI.) CIRCULAR SYMBOL -GREEN MODIFIED R73-7 SIGN Number and Size of Conductors Multiple Highway Lighting GENERAL SIGNAL NOTES 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. accompanying these plans. 2. Service equipment shall provide for 120/240 -volt, single phase power, with 120V. metered signals, 240V. unmetered street lighting for Caltrans circuits, and 120V. unmetered street lighting for city circuits, as shown on the plans. 3. The approximate locations of underground utilities shown on the plans are as shown on city, state, or utility record drawings, other facilities may exist in the area of construction. The Contractor shall verify the location of all underground utilities which may conflict with facilities to be constructed,- prior to commencing the work. 4. Bold face plan electrical symbols are new construction. Half -tone symbols dRnote existing facilities. 5. The locations of all equipment to be installed by the Contractor shall be approved by the Engineer prior to construction of foundations. 6. All vehicle signal heads shall have backplates-. 7. Type C loops shall consist of 2 turns in each half loop (2-4-2 winding). Installation of loops shall conform to Loop Installation Detail, Plan Sheet E-1. 8. Detector hand -holes shall be Type A. Conduit between termination pull box and detector hand -hole shall be 1-1/2 in. minimum, rigid steel conduit. Loop conductors shall be run unspliced, twisted two turns per foot, between hand -hole and termination pull box. 9. OD1 denotes Type 1 Optical Detector for Modulated Light Signal Detection System. OD2 denotes Type 2 Optical Detector, One Optical Cable serves each optical Detector unit (one or two channels). See Special Provisions. INSTALLATION NOTES Furnish and install Model 170 controller assembly. Construct foundation and pad, and connect all field wiring. See Special Provisions for required controller equipment. 2 Furnish and install Type III -BF service equipment enclosure. Wiring and equipment shall conform to Detail "S", Sheet E-3. Furnish and install Type III -BF service equipment enclosure. Wiring and equipment shall conform to Detail "C", this sheet. Service point at PG&E utility pole. Install PGE (Rule 16) Service to each service enclosure. After installing and energizing services, remove existing freeway lighting service pole, equipment and conductors. Furnish and install 24" x 24" R34 sign on signal mast arm adjacent to signal head. Mounting shall conform to Detail U, Standard Plan ES -6T. 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. 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. Furnish and install 36" x 36" R96 sign on signal standard 7 ft. above grade, facing west.. Mounting shall conform to Standard Plan RS4. Furnish and install 36" x 36" R96 sign on signal standard 7 ft, above grade, facing east. Mounting shall conform to Standard Plan RS4. 10 Furnish. and install Type I pedestrian barricade with 42" x 18" R49 sign. Arrow shall point toward street, and sign shall face east. 11 Existing utility -owned luminaire and arm to be removed by utility company. 12 Extend new 1.5 -in. conduit and 2-#8 multiple lighting conductors approx. 330 -ft. to conform point of ramp construction. EJ C new conduit to existing conduit run and splice new lighting conductors to existing lighting conductors in next pull box. Furnish and install 24" x 24" R73-2 sign on signal mast arm adjacent to signal head. Mounting shall conform to Detail U, Standard Plan ES -6T. 05-SLO-101-48.33 CIRCUIT IDENTIFICATION J. Syt 29743 3,11 E-1 I' OF C APPROVED By. CITY OF ATASCADERO 9.Z9-93 DEPARTMENT OF PUBLIC WORKS STEVEN J. SY STlfR1 CITY ENGR. RCE 29743 REV. 1 DESCRIP-RON \J CN CITY DMCNED SIGNALS AND LIGHTINGATDRAWN MKF 41EF ROUTE 101 RAMPS DEL RIO RD. NO. AND EL CAMINO REAL SHM OF P Pole CB Circuit Breaker A Ampere V Volt UM Unmetered M Metered SN Solid Neutral NO Normally Open NC Normally Closed 0 Single -phone secondory -------- '� SN 120/240V 3 -wire --- UM M Space (metered?.--__ Space (unmetered){,_,_-, LEGEND ----- External Conductor �~ Tie Point Conductor or Bus Conductor Coil Contactor,Contact NO ® Terminal Blocks -;�'�--Contoctor. Contact NC 12.0/240V SERVICE WIRING DIAGRAM SYSTEM NO. 4•' - 101 - 48330 �1 SN 1 TYPE III -8 SERVICE (120/24OV) EQUIPMENT LEGEND Ll-ey% 1 SN COMPONENT NAME PLATE DESCRIPTION L--4' 1---t- Highway 1 %lighting REMARKS 2 S.M.A. 15' 25 45' -- t � SN -----r--- 120V I ISMS 1 I (Future) SN Ground lug bonded to service cabinet (6�I D I 01 8 L-_____ LOCATIONDETAIL S CONDUIT AND CONDUCTOR SCHEDULE - LOCATION 2 TYPE III -8 SERVICE (120/24OV) EQUIPMENT LEGEND ITEM NO. COMPONENT NAME PLATE DESCRIPTION 1 HPS LUMINAIRE 200 W 200 W 200 W _ Neutral Lug REMARKS 2 S.M.A. 15' 25 45' -- Landing Lug M.A. MAS MAS MAS5A - 3 PHASE - - 2 2 Test Bypass Facilities LINE Del Rio Rd 4 22' Lt 29 Lt 50 Rt Meter Socket and Support 5 Terminol Blocks 21 Rt 6 Solid Neutral Terminal Strip 7 Ground Lug 8 Ground Rod i5 IOOA, 24OV, 2P, CB Main Breaker I6 40A, 24OV, 2P. CB Highway Lighting 17 60A, 120V. IP, CB Signals - West f$ 60A, 120V, IP, CB Signals - East 15A. 120V, IP, CB Highway Lighting Control 21 Photo Electric Unit 15A. IP. Test Switch Highway Lighting Test Switch 60A,2PN0 Contoctor 15A, 120V, IP, CB IISNS (Future) 30A,2PNO Contoctor CONDUIT AND CONDUCTOR SCHEDULE - LOCATION 2 AWG OR CABLEi CONDUIT RUN AND SIZE OPTICAL DETECTOR & PHASES OD2/2 & 06 -- - OD1/08 VEH.SIG.MTG. PED.-S.IG. MOUNTING - - SP~1-T SP --1-T' PPB HPS LUMINAIRE 200 W 200 W 200 W _ LOCATION REMARKS TYPE 117-3 -701 19-2--70 26-4-70 1-A-10' S.M.A. 15' 25 45' -- L.M.A. 12' 15' 15' - M.A. MAS MAS MAS5A - POLE SV -2 -TD SV -3 -TB SV-2~TD TV -2--T PHASE - - 2 2 ARROW -- - <- -> LINE Del Rio Rd OENGR.STA,OFFSET 21+42 22+32 22+29 22' Lt 29 Lt 50 Rt L9j 161. 21+60 21 Rt PPB COMMON LUMINAIRES TOTAL NO. 1 TOTAL DLC NTERCONNECT OPTICAL CABLE * Service conductors to be installed by serving utility at Contractor's expense. NOTICE! THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) 1-800~422-4133 NOT LESS THAN 2 WORKING DAYS PRIOR TO START OF CONSTRUCTION THIS L ACCURATE, FOR ELECTRICALONLY • QRpI . SS/p ASSOCIATEDTRANSPORTATION ENGINEERS SCALE 9 c > 1 00 N. Hope Avenue, Suite .4. Santa Barbara. CA 931 1 O o =5) 6e7-4 4113 ?, VERT. N0. ---- C 15481 11# .. o' EXP.3~.'39-97 � HORIZ. R.C.E. 154s7 EXP. 3/3�0�7 ®ATS 900092 �� CIV L Q qT£�f CAL1F���` DATE 7/22/2 POLE AND EQUIPMENT SCHEDULE — LOCATION 2 LOC OA CB) C D STANDARD OPTICAL DETECTOR & PHASES OD2/2 & 06 -- - OD1/08 VEH.SIG.MTG. PED.-S.IG. MOUNTING - - SP~1-T SP --1-T' PPB HPS LUMINAIRE 200 W 200 W 200 W _ LOCATION REMARKS TYPE 117-3 -701 19-2--70 26-4-70 1-A-10' S.M.A. 15' 25 45' -- L.M.A. 12' 15' 15' - M.A. MAS MAS MAS5A - POLE SV -2 -TD SV -3 -TB SV-2~TD TV -2--T PHASE - - 2 2 ARROW -- - <- -> LINE Del Rio Rd OENGR.STA,OFFSET 21+42 22+32 22+29 22' Lt 29 Lt 50 Rt L9j 161. 21+60 21 Rt AFTER LOCATING STANDARDS PER DIMENSIONS NOTED ABOVE, ENSURE COMPLIANCE WITH GENERAL NOTE 5. ®10 PHASE DIAGRAM EXIST. 1.5" C. , 2 EXIST. #8 ML 440' Rip 7 DEL7 RD� `�. EXIST. 1.5.1 2 EXIST. #8 ML QV4127CRA w1^ ^n 4^4 wo0175Owl n r %A .,. ( n u1 . G 10 ) 0E: n V 14►C 05— SLO— 101— 48.33 LOCATION 2 E-3 f Sy�v � Fs � 29743 Exp.1416 �r�rf of 1.����� APPROVED BY: STEVEN J. LV ER CITY ENGR. RCE 29743 CITY OF ATASCADERO DEPARTMENT OF PUBLIC SIGNALS AND LIGHTING ROUTE 101 N.B. RAMPS AND DEL RIO ROAD, -- -- WORKS DESIGNED DRAWN MKF JEF JOB No. SHEET 3 of 4 REV. DESCRIPTIO . -- GN J Z co co FTELOCATING STANDARDSBO AFTER PER DIMENSIONS NOTED ABOVE, ENSURE COMPLIANCE WITH GENERAL NOTE 5. ; SIGNAL MAST ARM SHALL CONFORM TO STANDARD PLAN ES -6-J.---- CONDUIT AND CONDUCTOR SCHEDULE - LOC. 3 POLE AND EQUIPMENT SCHEDULE L 3 eeee CONDUIT RUN AND SIZE LOC TYPE STANDARD S.M.A. L.M.A. OPTICAL DETECTOR & PHASES VEH. M.A. SIG. MTG POLE ISV-1-T PED.SIG. MOUNTING PPB HPS LUMINAIRE LOCATION OFFSET REMARKS _ PHASE ARROW 1 N STA. A 19-4-70 25' F=12' 15' OD1 2 2 -MAS SP -1-T 8 <-° 200 W E1 Camino Real 9+66 28'Lt 13 B 1-A-10' - - -- TV -2-T SP -1-T 2 - Del Rio Road 25+66 20' Lt C 17-3-70 15' 12' OD1/04 MAS SV -1-T SP -1-T 2 <-- 200 W "it it25+86 22'Rt 5 D 1-A-10 - - - TV -2-T SP -1-T 4 --> - E1 Camino Real 10+44 42 Lt E 26--4-70 40' F=12 15' OD1/06 2 -MAS SV -1-T SP -1-T 4 <- 200 W It to ff 10+58 47'Rt 7 F 1-A-10 TV-2-T SP -1-T 6 -> - Del Rio Road 24+68 47'Rt G 17-3-70 1 15' 12' OD1/08 MAS SV -1-T SP -1-T 6 <- 200 W 24+71 26'Lt 5 H 1-A-10' - - - TV -2-T SP -1-T 8 -> - E1 Camino Real 9+55 34 Rt Z co co FTELOCATING STANDARDSBO AFTER PER DIMENSIONS NOTED ABOVE, ENSURE COMPLIANCE WITH GENERAL NOTE 5. ; SIGNAL MAST ARM SHALL CONFORM TO STANDARD PLAN ES -6-J.---- �5 I �1 �6P t -I ---I-►: 1` 1+1 1 I 04P I L 6 06P 4— — Flo. r► A. NOTICE! THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 NOT LESS THAN 2 WORKING DAYS PRIOR TO START OF CONSTRUCTION THIS C TE FOR ELECTRICALhC ONLY . 92025 OFESS/0 T `TiENGINEERS SCALE: ASSOCIATED T� ��@ 9�� �2 100 N. Hope Avenue. Suite 4. Santa Barbara. CA 931 10 94805) 687.441 8 � � 0 VERT. NO. C 15487 1,. _ 20' � � EXP. 3-31-97 '�' HORlZ. '� R.C.E. 7 EXP. 3/31/ 7 DATE 9/10/92s.,q� MIC �.Q 7o22og2 of CA�,�FoF DATE 7 3.SY4�F'�� y 9 2,1 Exp $31,95 CW APPROVED BY.- STEVEN Y: STEVEN J. S ES REV.1 DESCRIP ON CITY ENGR. RCE 29743 LOCATION 3 i 00 N M r CITY O F A T A S C A D E R O 212E 21211 DEPARTMENT OF PUBLIC WOR -KS DMCNED SIGNALS AND LIGHTING mum EL CAMINO REAL AND, NOJEF DEL RIO ROAD4 oF4 _ _, ..... .r.p...._._...__ .. ..,u v..._a .. , ..._ ,. _.y_._. a..r,_..._. CONDUIT AND CONDUCTOR SCHEDULE - LOC. 3 OR eee eeee CONDUIT RUN AND SIZE AIP FAI♦ 01 SIGNALS�►��A����o©�� --O-2P SIGNALS 'IS I GNAL SPARES TOTAL N(5.14 SIGNAL POWER DETECTORS FUTURE DE -T. �5 I �1 �6P t -I ---I-►: 1` 1+1 1 I 04P I L 6 06P 4— — Flo. r► A. NOTICE! THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 NOT LESS THAN 2 WORKING DAYS PRIOR TO START OF CONSTRUCTION THIS C TE FOR ELECTRICALhC ONLY . 92025 OFESS/0 T `TiENGINEERS SCALE: ASSOCIATED T� ��@ 9�� �2 100 N. Hope Avenue. Suite 4. Santa Barbara. CA 931 10 94805) 687.441 8 � � 0 VERT. NO. C 15487 1,. _ 20' � � EXP. 3-31-97 '�' HORlZ. '� R.C.E. 7 EXP. 3/31/ 7 DATE 9/10/92s.,q� MIC �.Q 7o22og2 of CA�,�FoF DATE 7 3.SY4�F'�� y 9 2,1 Exp $31,95 CW APPROVED BY.- STEVEN Y: STEVEN J. S ES REV.1 DESCRIP ON CITY ENGR. RCE 29743 LOCATION 3 i 00 N M r CITY O F A T A S C A D E R O 212E 21211 DEPARTMENT OF PUBLIC WOR -KS DMCNED SIGNALS AND LIGHTING mum EL CAMINO REAL AND, NOJEF DEL RIO ROAD4 oF4 _ _, ..... .r.p...._._...__ .. ..,u v..._a .. , ..._ ,. _.y_._. a..r,_..._.