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HomeMy WebLinkAbout2010 - El Camino Real, Traffic Way SHEET I E/® °EL ORT SISKI YOU MODOC LOCATION SHEET NO. SHEET DESCRIPTION 1 C-o COVER SHEET IMPROVEMENT PLANS FO 2 (•-1 NOTES & DETAILSA001%, WN o TRINITY SHASTA LASSEN A L 3 C-2 DETAILSN 'hiCAr III u T W _ 4 C-3 TYPICAL CROSS SECTIONSL L L­ T TEHAMA PLUMAS J) 5 C-4 DEMOLITION PLAN -- TRAFFIC WAY BID ALTERNATE 2 J) 0 6 C-5 DEMOLITION PLAN - TRAFFIC WAY BID ALTERNATE - GLENN BUTTE SIERRA 7 C-6 DEMOLITION PLAN - ATASCADERO CREEK BRIDGE01 O w COLUSA �JOQ EVADA 2 LAKE LACER J 8 C-7 STREET IMPROVEMENT PLAN - TRAFFIC WAY BID ALTERNATE L DORADO 9 C-8 STREET IMPROVEMENT PLAN -- ATASCADERO CREEK BRIDGE SONOMA NAPA°L0 C) 10 L-1 CONSTRUCTION SCHEDULE & DETAILS ® MARIN G QS A gPJ� P TUOLUMNE MONO V) ® 11 L-2 CONSTRUCTION LAYOUT - TRAFFIC WAY SAN FRANCISCO L Ea ,� �PJ� e��p L J) 12 L-3 IRRIGATION PLAN - TRAFFIC WAY BID ALTERNATE SAN MATEO ���� `�� SANTCLAM[:RGE�a 13 L-4 IRRIGATION NOTES & DETAILS A �� o�P Q SANTA RA � J 14 L-5 PLANTING PLAN - TRAFFIC WAY BID ALTERNATE CRUZ EER iidj 15 L-6 PLANTING NOTES & DETAILS , �Fy� FRESNO INYo FOUNDED �NGORPQRg7�O �p © Q� TULAREz it)1 ►3 MONTEREY16 S-1 STRUCTURAL NOTES 7fk > K1NGS J � 17 S-2 STRUCTURAL DETAILS - BRIDGE OVERALL .� � �� <> X c '� ATASGAaE w 18 S-3 STRUCTURAL DETAILS -- BRIDGE DETAILS co KERN . f . 19 S-4 STRUCTURAL DETAILS - PILASTER DETAILS SAN BERNARaINO c SANTA 20 E1 ELECTRICAL GENERAL NOTES AND SINGLE LINE DIAGRAM '� BARBARA VENTURA OS ANGELE d. �, 21 E2A ELECTRICAL SITE PLAN - TRAFFIC WAY BID ALTERNATE , 22 E2B ELECTRICAL SITE PLAN - TRAFFIC WAY BID ALTERNATE `°�� ® �® SAN LUIS OBISPO - o - ` `� COUNTY op�� RIVERSIDE n A r� 23 E3 ELECTRICAL SITE PLAN ATASCADERO CREEK BRIDGE t°� ,P COUN cF i 24 E4 ELECTRICAL DETAILS _ ' FOR T H G SAN DIEGO IMPERIAL ® 25 PG&E LIGHTING PLAN c CITY ATASCADERO"' L E 26 Cov COVER SHEET VICINITY MAP . COUNTY SAN O' BISPu" , STATENOT TO SCALE a 27 C 1 2 AC GRIND AND REMOVE 196+77 TO 211+00 n Q 28 C2 2"AC GRIND AND REMOVE 211+00 TO 221+57.23 29 C3 1"AC LEVELING COURSE/PETROMAT AREA 196+77 TO 211+00 Q 30 C4 1"AC LEVELING COURSE/PETROMAT AREA 211+00 TO 221+57.23 Lu (� 31 C5 2"AC OVERLAY COURSE 196+77 TO 211+00 ON 32 C6 2"AC OVERLAY COURSE 211+00 TO 221+57.23 oU 33 C7 STRIPING PLAN 53+00 TO 44+25C,4 Q 34 C8 STRIPING PLAN 44+25 TO 34+25 Q 35 C9 STRIPING PLAN 34+25 TO 23+96 u- pa � , 36 C 10 DROP INLET LEGEND Q 101 REF DWG PROPOSED EXISTING ~ < � 37 AA-C COVER SHEET 38 AA-1 2"AC GRIND AND REMOVE PLAN STA 221+57.33 TO 234+00 QPM,! ,c� 'Q"AlRIGHT OF WAY (R/W) •-•................................................................................................................. 39 AA-2 2"AC GRIND AND REMOVE PLAN STA 234+00 TO 240+57 LOT LINE (P/L) ---------------------------------------------................................. 40 AA-3 1/2"AC LEVELING COURSE STA 221+57.33 TO 234+00 EASEMENT (ESMT) 1 _..v... ..... ...m.._..M _..".... _.,_........ ( 41 AA-4 1/2"AC LEVELING COURSE STA 234+00 TO 240+57 c� 42 AA-5 2"AC OVERLAY COURSE STA 221+57.33 TO 234+00 �- CENTER LINE (C/L) „-----------------------------•-•-,-•-- 43 AA-6 2"AC OVERLAY COURSE STA 234+00 TO 240+57 �- pal CITY a DAYLIGHT LINE & CUT/FILL LINE............................................. . .. -„--_-„—� �----��- o �� HALL .. a 44 AA-7 STRIPING PLAN STA 221+57.33 TO 234+ ... 00 �� v .� CONTOUR ......................... ......................................................................................................................... ---�----�-3300---- -.aa a : .... :,.r • z 45 AA-8 STRIPING PLAN STA 234+00 TO 240+57 LOCATION INDEX 'F�/ FS 53.23 FINISHED SURFACE ELEVATION (FS).................................................................................. . ; °s °� TRAFFIC WAY (BID ALTERNATE A) v .v F1 P �. 'VTOP OF CURB ELEVATION (TC) ...................... ATASCADERO CREEK BRIDGEQ" ..................................................................... TC 53.23 23 .° Y . (� EL CAMINO PAVING .OVERLAY / TOP OF GRATE ELEVATION (TG) • SAN JACINTO RD. TO SAN ANSELMO RD. (BID ALTERNATE B) FLOW LINE ELEVATION (FL) .•-.•-•--..-•............................................................ '' :�•.,” � ---•----------------•-----------,._..---,..-•-----..,.._,. , FL 53.23 DIRECTION OF FLOW & SLOPE -------------------------•-----------------------------------•---•-•--•--•--•--•-•••----- 2% S=1.0% _ �..... TOP OF WALL ELEVATION (TW) .......................................................„-.........................,...... TW=3215.20 w �� < % + - � SIGN .............................................................................................................................................................. -i- --� 3: STORM DRAIN PIPE (SD) --.----•.-.-.•.-.-•.........--. ,,L u RETAINING WALL CLO CURB ONLY .............................................. ATASCADERO STD PLAN 418, TYPE C w V) Z i CURB AND GUTTER .............•... ....- ATASCADERO STD PLAN 418, TYPE A W Q SIDEWALK ...-....-..--ATASCADERO STD PLAN DI-3 MODIFIED SHEET C-1 ce u cu PROJECT LOCATION Lu RAMP .............................................................................CALTRANS STD PLAN A88 Il l Ln D > NO SCALE -••• ATASCADERO STD PLAN 501 a - � STORM DRAIN MANHOLE--------------•--•----_,..,...,_._ U tn CATCH BASIN .......................................-- ATASCADERO STD PLAN 502 ® Z .......... ---�--�- ------� --- O SAWCUT LINE .... Q FIRE HYDRANT Io I_'-- v w WATER VALVE .., _._ _-,._ ._- ®wv Q Q _, Q ORK TO BE DONE WATER METER THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE GAS METER ................................................................................................................................................ ACCORDING TO THESE PLANS AND THE SPECIFICATIONS AND PROJECT BENCHMARK STANDARD DRAWINGS OF THE CITY OF ATASCADERO. ELECTRICAL VAULT ....-....................................................................................................-.................. 5 N THE TEMPORARY BENCH MARK USED FOR THIS SURVEY IS A CHISLED '°X” TN ' STREETLIGHT .............................-------------------------------------------------------------------------------------------------------------- DATE: STANDARD SPECIFICATIONS CONCRETE, IN THE DRIVE APPROACH, AT THE MOST NORTHWESTERLY DRIVE NOTES: 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION APPROACH, AT EL CAMINO REAL AND TRAFFIC WAY. ELEVATION=871.17 (CITY TREE WELL ...............................-......---....... . ............................................. .......-........... 05-AUG-2010 OF ATASCADERO DATUM) "GREEN BOOK"°(2006 EDITION) DRAWN BY: 1. IN ALL CASES WHERE NEW IMPROVEMENTS ARE TO MATCH BUILDING...................................................................................................•----,-,•--•-•-_,-__-_•-----. . EXISTING IMPROVEMENTS, THE CONSTRUCTION SURVEYOR SHALL VERIFY THE ELEVATION OF THE EXISTING 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD BASIS OFBEARINGS RDH IMPROVEMENTS AND CONFIRM THAT THOSE ELEVATIONS SPECIFICATIONS 12006). CHECKED. BY: � MATCH THE DESIGN . THE SURVEYOR SHALL NOTIFY THE � PROJECT COORDINATES ARE DERIVED BY GPS OBSERVATION CONSTRAINED TO TEM 3® CALIFORNIA BUILDING CODE (2007 EDITION) NGS MONUMENT DESIGNATED AS 'SLO 101 PM 46.87"SHOWN HEREON AS RICK ENGINEER OF WORK IF ANY DISCREPANCIES ARE FOUND. ENGINEERING CONTROL POINT #32, FROM WHICH CALTRANS CONTROL 45°' SHOWN HEREON AS RICK JOB NO. 2. CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING 4 BEST MANAGEMENT PRACTICE HANDBOOK CALIFORNIA MONUMENT DESIGNATED AS 'SLO101 PM-45. , C UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF 9 ENGINEERING CONTROL POINT 31, BEARS S 52°48'06"E. QRp�'ESS/®N� 15750A tJ STANDARD DRAWINGS O �, S. T l CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NOTE ��� ��. � �y SPECIFICATION N0. REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION 1. CITY OF ATASCADERO STANDARD PLANS c; J� a �' 2009-014 z QIlk OF EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE 1. TOPO PER EDA TOPOGRAPHIC MAP, DATED 8/21/06, PROVIDED BY THE CITY c� F ANY DISCREPANCIES ARE FOUND. CONSTRUCTION (2006 w n, SHEET NO. ENGINEER OF WORK T A 2. STANDARD PLANS FOR PUBLIC WORKS CONSTR OF ATASCADERO. ADDITIONAL SUPPLEMENTAL SURVEYS COMPLETED BY RICK No. EDITION) ENGINEERING COMPANY. I � �. 3. AT ALL LOCATIONS WHERE NEW CURB AND GUTTER IS TO l�� exp. 3/3 /12 ���N R��� MATCH EXISTING CURB AND GUTTER, IT SHALL BE THE 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS CITY ENGINEER DATE Cryo S . �' RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE � (MAY 2006). -M �of cA��� Lu (8 0 0)2 2�7---2 6 0 0 - IMPROVEMENTS AS SHOWN ON THE PLANS IN ORDER TO MAINTAIN POSITIVE DRAINAGE. cRoom 0 Mme' 7 a ..,. ' r SHEET NO. 1 OF 45 0 Ls\15750\PhoseIII\15750AAImp00_Cover.dgn \\srv_slol\RlckStandards\Bentley_2006\workspace\projects\Corp5tds_2005_SLO\Iplot\CorpStds_2005_SLO.pen 05-AUG-2010 15148 CITY OF ATASCADERO GENERAL NOTES,: RICK ENGINEERING COMPANY SPECIAL NOTES: 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED BY THE CITY 1. ANY QUESTION RAISED RELATIVE TO THE ACCURACY OF IMPROVEMENT INSTALLATION SHALL NOT BE ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS RAISED SUBSEQUENT TO COMPLETION OF THE WORK UNLESS ALL SURVEY STAKES ARE MAINTAINED PRIOR TO STARTING CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR INTACT. SHOULD SUCH STAKES NOT BE PRESENT AND VERIFIED AS TO THEIR ORIGINp NO CLAIM FOR NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE ADDITIONAL COMPENSATION FOR. CORRECTION SHALL BE PRESENTED TO ANY PARTY AND SUCH WORK CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE. 2. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS AND 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL DEPARTMENT. PERSONS AND PROPERTY; AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY OF ATASCADERO STANDARDS AND THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR TO PLACING CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ACCEPTING LIABILITY ARISING FROM MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 4. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED 3. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, ENGINEER AND APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND V) MATERIAL. FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ROADWAY 4. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES AND REGULATIONS AS SET FORTH BY OSHA. V) PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL UTILITIES ARE BUILT IN TC EX GRADE ----------------- RELATIVE COMPACTION. ACCORDANCE WITH THESE PLANS. IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS OR FIELD MATCH\ EXISTING STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING "ER 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE IN THE ENGINEER OF WORK AT 805-544-0707. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY '7" CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. RECORD STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT LIMIT OF DRAWINGS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY CONSTRUCTION MA I U. NSITION THE IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN THE FINAL DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND _j INSPECTION IS MADE. ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATIONS IS TO BE ULTIMATELY TC 5 v Q c_.;. RESPONSIBLE FOR MAINTENANCE. AS NOTED\ MODIFIED CURB AND GUTTER U 7. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT AND ON PLANS PE zx R ATASCADERO STD. START OF CONSTRUCTION. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLAN 418,TYPE A uj PLANS WERE OBTAINED FROM A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR 8. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JOB KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE AC PAVEMENT SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES ANSITION PER PLAN THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR SHOWN HEREON AND ANY OTHER NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING THERETO CAUSED BY THE' CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES PRIOR TO CONSTRUCTION AND FOR AND AT THE EXPENSE OF THE CONTRACTOR. PROTECTING THEM DURING CONSTRUCTION. E CURB AND GUTTER PER ATASCADERO Lo 0 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UNDERGROUND PIPELINES, TELEPHONE rl- Q STD. PLAN 418,TYPE A Lo 9. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE AND ELECTRIC CONDUITS AND STRUCTURES IN ADVANCE OF ANY CONSTRUCTION AND TO OBSERVE ALL CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-642-2444 POSSIBLE PRECAUTIONS TO AVOID ANY DAMAGE TO SUCH. THE ENGINEER AND/OR OWNER WILL NOT x TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY GUARANTEE ANY LOCATIONS AS SHOWN ON THESE PLANS OR THOSE OMITTED FROM SAME. 0 EXISTING CURB AND GUTTER TO NEW r- KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT w a- DURING EXCAVATION. 8. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND CURB & GU17ER TRANSITION DETAIL FACILITIES PRIOR TO CONSTRUCTION OF IMPROVEMENTS TO PERMIT REVISIONS TO PLANS, IF Q W -z E 10. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. THE REVISIONS ARE NECESSARY, BECAUSE OF ACTUAL LOCATIONS OF EXISTING FACILITIES. �z NO SCALE Q INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. 9. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL VERIFY THE LOCATION AND 11. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST DEPTH OF ALL UNDERGROUND UTILITIES WITH THE APPROPRIATE UTILITY COMPANY. REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT 10. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE t THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE CONTRACTOR SHALL REMEDY THE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF ANY NEW WORK. 0) Lu -0 WORK TO COMPLY WITH THE PLANS TO THE SATISFACTION OF THE INSPECTOR. 11. CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 12. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE RECORD OF PROPERTIES DURING THE GRADING OPERATIONS. r) ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND < < 0 U SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. 12. WHERE TRENCHES ARE WITHIN EASEMENTS OR WITHIN 101 OF ANY BUILDING, A SOILS REPORT SHALL ce C,4 c� Ln NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND E SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH INDICATES THAT THE DESIGN ENGINEER. TRENCH BACKFILL WAS COMPACTED UNDER THE OBSERVATION OF THE SOILS ENGINEER AND IN c 2 L/l< ACCORDANCE WITH THE ABOVE-NAMED SPECIFICATIONS. u- 0 13. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE R-VALUE OF q L'� o EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY ENGINEERING DEPARTMENT AND SHOWN 13. ALL FRAMES, COVERS, VALVE BOXES AND MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE UPON < Lu --i L X ON EACH CROSS-SECTION. COMPLETION OF PAVING OR RELATED CONSTRUCTION. z M* << 0 U-14. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF EROSION CONTROL >.. APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND ENGINEERING DEPARTMENTS PRIOR TO THE FINAL CONCRETE NOTES: INSPECTION. ..... ... . ..... ...... . .......... ............ 1. CONCRETE CURB, GUTTER, AND SIDEWALK SHALL BE COLORED ACCORDING TO .. .... ...... ............ .. . ... u ......... .... .......... A 15. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE L V MANUFACTURER'S RECOMMENDATIONS WITH DAVIS COLORS 'PEBBLE' #641, OR ::R:E� IS[ Nol S_. V .. ... . ... ....... DEVELOPER AT HIS EXPENSE. APPROVED EQUAL. ...... ....... ... . . ....16. IN THE EVENT TH NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL . ... ..... . ... . ... . .... ... .. ...... 0 BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE 4"MIN. CONCRETE SEE R A T1 8 'T itLZ AU. BE:# N TOCORRECT SUCH ERROR. 00..Ez RO 0114.01STa' BAR$: ...... 12:1 or c:-Or-''BOX 5 OTHERVI,$Et. -ED I $ A M 0ORS"'SHALL..H,.A w 8 A�IN L 17. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY STANDARDS AND SCORING, EXPANSION JOINTS 111. 1: ..: .; . 1. 1 . .. .. ...... ...... LL�D EC-TIONS s .. ..... ...z. F 1rR0M, :A ."Tow RD E T E- 'A SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT & FINISH DETAILS. ::PA Lo ...... . . ........THIS POINT. THE STRUCTURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT L IN T AS OU, TER MENT OF BASE. SION :J01 IN 4EXPA VARIES 27 18. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY .... . .... . A REGISTERED CIVIL ENGINEER OR L .... .. 21 1011 DRAWING #426 AND A E LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. 2% MAX LLj A 001H To,-OF-WAY S Lu is P NIT TH PERMITTED WITHOUT WRITTEN PERMISSION F R.19. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT FLOWLINE A CL _*..�� 4: 20. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY DEVELOPMENT Lu U DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR IN ANY WAY DISTURB THE GROUND CL 0 4"MIN. CLASS Il BASE RO WITHIN 5 FEET OF A TREE. STD. PLAN NO. 418 BEDDING SAND WTU u ON THIS SHEET V) z 21. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 7F , RESPONSIBILITY FOR ........ ... SEE DETAIL .. ...... . 0 THE CONDITION OF THE JOB SITE DURIN STRUCTION FOR THIS PROJECT, INCLUDING TY, AND THAT THIS REQUIREMENT SHALL . . ... . 06 ORIN-P UNE, Ro: SC 6"MIN. CLASS II BASE NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONT Lo -F V) Lu TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CITY O PA TH 1,A 24A T01HS,:�:PQINT FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE F ....... . . ..... . THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. NOTES: 0 . .. ........ ..... ... ........... 1. SIDEWALKS SHALL BE CLASS 2 CONCRETE; A MINIMUM OF 4"THICK. z AL�SE PLACED� 22. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC CONTROL SHALL BE 0 z 3T 0 .A AT,VDS�OF:A.0 IN ACCORDANCE WIT WITH MEDIUM BROOM FINISH. CONTROL HANDBOOK. NO 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 411 IN DEPTH AND "miv :AN RING DEPARTMENT. COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE SIDEWAL .. .. . ...... . . . T 3/ LLj MATCH r*m EX,PANSION: AN 1/2*' 0 23. IVIL ENGINEER OR A LICENSED THAN 70. �CUP:13:::FA 0 JON TE OF CALIFORNIA. 3. 1/2"EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, AWW:MxTcKf4o ................................. . .... ............. DRIVEWAYS AND AT VARYING INTERVALS OF 40-60' TO ALLOW MATCHING 14: 0 'U E' 24. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE POSTMASTER OF JOINTS ADJACENT EXISTING IMPROVEMENTS. 1/2/"X 1811SMOOTHP .... .. Ld R CH ui 'LE A-'N- UENT&:: =RE: DA . ... .. ATALL:EAN. ON. CD 24l'O.C. T0 BE PLACED THROUGH EXPANSION JOINTS. ...... . . ..... ....jo T AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. -1/4"'IN DEPTH AT .......... . r)4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1 NOTEi: FRA L RAT-s M ' ........... ................... 25. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION OF THE PER, L A� .. ................. �A IN TAIL aF ............ �PA 5. SIDEWALK WIDTH TO BE DETERMINED BY THE ENGINEER. . . . . . . DATE. OUAL 6. CURB AND GUTTER SHALL COMPLY WITH P AN ... .. ... . "Sp ........... .............................. .. .... .................................. ........ . .... .... H CON :.CUR ................. -AUG-2010 05 26. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THE LIMITED PURPOSE OF NO. 418. CURB AND GUTTER SHALL BE DAVIS COLOR 'PEBBLE 641"OR ;............. . . .. ........ .. .... SLOPE.. 2 DROP' REVIEW FOR AND OTHER APPLICABLE CITY POLICIES AND TH MEDIUM BROOM FINISH. DRAWN BY: ec". 0 la" p C C, ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN 7. POLYPROPYLENE FIBER REINFORCEMENT MAY BE SUBSTITUTED FOR REBAR. �'A RDH To 77 FIBER MUST HAVE TH CTERISTICS: 1.5 LBS/CY (0.017. .......... ... OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFORE, RELIEVE THE DESIGN ENGINEER OF .. ... P, S= NO R0,:$PE -REINFORCED P.C.C. SHALL HAVE ... ... . .. ... ON 1� RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS, IN ACCORDANCE WITH ALL APPLICABLE BY VOLUME), 3/41MINIMUM LENGTH. FIBER . .. , . �i' s Fo� CHECKED BY: STANDARDS. RACTERISTICS: 2500 PSI @ 28 DAYS, MAX SLUMP OF D .0 ;8E�BY`Pl 1 G:�:com 5 ,U �AOC TEM ........ N iW:. 00� 4. To. "st TION. �.ecif JOB NO. 'AT 'NDRD��SP F1' 8. PAVEMENT REMOVAL AND REPAIR: SAWCUT, REMOVE AND REPLACE AC ... -EXPA. SfON s JOINT ST E'STA PAVING, 18"MINIMUM FROM GUTTER, 8"THICK (LOCAL) AND 12"THICK VTE P10 NT:l: CUM '�:'C UTILITY NOTES: ME ...... .... ........ .. PLAN .... ... .. . T, (COLLECTOR, ARTERIAL). IF PAVEMENT IS PCC PAVING AT GUTTER LIP. IF NG ,:TR�AN��� SHALL BEDAVIS COLOR : PEBBLE 64 1"'OR APPROVED:EQUAL 15750A A AK.:EXISTING PCC PAVEMENT HAS AN AC CAP, SAWCUT AND REMOVE AC CAP TE UNADL TO� AT AIN 3 Ml T ...... .. .. .. WITH MEDIUM 'BROOM FINISH.(RICK:.NOTE) A -1,"R -W, 5 W ;- - I �..1.� . .:: I. q ............ C LEARAE' FR0M WSIOE: 00x:�VALL 1. ALL UNDERGROUND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE OBTAINED FROM A REV EW 18/1 MINIMUM (EXCEPT AS REQUIRED IN THIS NOTE) FROM GUTTER LIP AND SPECIFICATION NO. 1 .�:E I .E AL :-FR:A:M A APPPR D::SY;�lli�,'C Ty NaN M ........ OF AVAILABLE REFERENCE DRAWINGS AND NOT BASED ON A FIELD SURVEY. WHILE DUE CARE WAS ..VE .. ... ..... :DRAW. syl: : :ATAS­. A01. C -014 Ty p 2009 G_: No :;EN -,IN:E G P R,TAKEN IN PREPARATION OF THIS INFORMATION.. THE ENGINEER CANNOT AND DOES NOT GUARANTEE UNIFORM SURFACE TO MATCH EXISTING SURFACE. Ift A L ... �AV OF ...A'T:ASC., T: : DR ON N. D NG ........... .. .. ... HE INFORMATION. ... Y* SHEET NO. 2. CONTRACTOR SHALL INSTALL GRAVITY UTILITIES (SEWER AND STORM DRAIN) PRIOR TO 'N T u LE: -2 DA", -CUR INSTALLING OTHER UTILITIES. SIDEWALK DETAIL W D 0 DI-3 MODIFIED ATASCADERO PLAN z m 3. CONTRACTOR SHALL VERIFY THE 'HORIZONTAL AND VERTICAL LOCATION AND TYPE OF EXISTING cmi ui UTILITIES BEFORE STARTING CONSTRUCTION OF IMPROVEMENTS SHOWN ON THESE PLANS OR --- ---------------- E ORDER. C4 co SHEET NO. 2 OF 45 Ls\15750\Phoselll\15750AAtmpOl.dgn \\srv-slol\RlckStandards\Bent2005-SLO.pen 05-AUG-2010 15255 ----------- -------- --------------- NO. DESCRIPTION NORTHING EASTING ELEV. SCORE JOiNT SPACING TO BE 11 MON L&T LS5903 2,375,051.15 5,766!756.64 871.52 EQUAL BETWEEN TREE GRATES 14 MON CALTRANS PK 2,373,766.75 51,7689485.76 860.02 EQUAL 41 EQUAL EQUAL 17 MON 21N BC 2,375,313.33 5,766,777.00 875.78 20 MON 21N BC 2!375,622.99 5!766!296.80 906.38 21 AUX SET PK 2!375!650.83 5,765,883.75 899.94 • P 4 b' °. 4. p• 4 6 4'.' ° ° CONCRETE PAVING-SIDEWALK 25 MON L&T RCE 14994 2 374 499.71 5 767 431.58 859.75 p 4 44 . p.' : ' ° �+` TREE TRUNK ° °' a ° p ° ° CENTERED IN TREE , Q -Q,•4b a'° ':u .,q d• .°',' a• :aa' •°'ay�' p!'' •� •.° 4.t •4� ° ,' b�"X 5_"SOLDIER BAND 31 MON CALTRANS PK 2,373,363.36 5,768,873.18 861.70 PROVIp ° r.' a GRATE "-' ° ' ° •° *.' 8j"X 51"&51"X 5I°PAVER PATTERN 32 MON HPGN FV2077 2,377,795.10 15p7639034.221909.26 •'• o' o a'' r LU EXI�Ai�ISION •,° 4 ° 51� a 2 2 2 a °' ° ab CONCRETE SIDEWALK PAVING 2 z z °, JOIVT. b ° °b' p, a a LAYOUT GRID PARALLEL TO CURB LINE 4' ° 4 COLOR SHALL BE DAVIS COLORS- "-' CITY ® a SEE PLANS-. "e bb, 4, ° °p•. 4 ° O � w .4• 4:oa: a - 4 $ ,p -4 p 4 p •p,. 'PEBBLE'#841 �„ �'-• �, HALL Uj a °° 4 4. ° ° ° OR APPROVED EQUAL WITH 4 5�° � w Z Z b 4 a 4 . °® ° .p o• a a b b.s MEDIUM BROOM FINISH. rA A E � > d +® A :a a. p 4 ., e• °p ° o.' -4r MIN. t' d 4 e ,a b ° p, s ° a' °,•'a Q _ _.1 {f) `j ® a p. a la ® a' ¢ b a ° °' 4. °'' �� O� M--`i •ALMA AVENvE i c? �9a' a: 4; :•°.o tl° 4 �. .. a p LU 4 ° CONCRETE PAVERS,SEE ° aO ►�� f V ,, 4 Q W a' °'a e° ° ® .° a.4 0 a CONCRETE PAVER BAND W > p 6 CONCRETE CURB -- ,. _► ---=_ �� 20 .. �"-' 14 W ' PATTERN, RIGHT. ° L PiROViDE b . Pi'OVIDE °•. b• REAL ®, SCORE,&QINT°r' SCOR�JOINT : , a 4, ' : e° <C 1 � � EL CAMINO 25 31 p•. 32 101 - °. ° 4 a 81:: NOTES: ' 4 a a 1. PAVER TYPE:SHALL BE AIRVOL BLOCK INC.,TUMBLED ROMAN,COLOR BROWN CHARCOAL BLEND. INSTALL PER MANUFACTURER'S ° '`4" SPECIFICATIONS. ' 2. PAVERS IN PEDESTRIAN AREAS SHALL BE 60 MM. 11 �" ��� �,,`• �'. } b. -�� 3. PAVERS IN VEHICULAR AREAS SHALL BE 80 MM. a "A' a :° °ir• 6 4 4' 'p q '_' °. ' '� ° ®s '" 4. PAVER PATTERN:SHALL BE 8 "X 5z"PAVER&52"X 5�"PAVER MIX. LAYOUT ¢ > c.> "CONCRETE CURB,SEE CIVIL SURVEY CONTROL POINTS " TREE GRATE,SEE PLANS AND DETAILS,SHT L-1. PLANS, GRID PATTERN AS DETAILED. '4 COLOR SHALL BE z X p DAVIS COLORS-"PEBBLE'#641, 5. CONTRACTOR SHALL VERIFY CiP PAVER BAND WIDTH IS CONSTRUCTED NO SCALE TREE GRATE FRAME,SEE DETAIL,SHT L-1. SO THAT PAVERS ARE NOT CUT WHEN PLACED. �® w OR APPROVED EQUAL WITH 6 CONCRETE CURB EDGE RESTRAINT MEDIUM BROOM FINISH, .�CYS cad !93�1 SCORE JOiNT SPACING 4' O.C. TYR r r I L - T VI CONCRETE PAVE A PATTER Z 4 E PLAN PLAN a o LO _._._._._,__,..._._._._._._._._--------_._._.-.-.-._._._. fl 2NTS NTS CONCRETE PAVING,SEE �_._„_�,-�,�,.,.��_��...�_�,_._,_,__._,__,_, �_,_,_,_,_,_,_,.~,..,_._,_�_,_._,_�,_,.,,�,_�,_,_,_,_ _._.,...._..,.•._._.._.._._._.._._._,_._._.__.�__._._._,__._._.__ Ln=M33 IsoA ►= :., SIDEWALK DETAIL SHEET C-1. _.._. .. . _•._..__.,_.,_.._,._.,_„_.._.•_.,_„_._.._.,_,._., _._.,_,._ .. _• __._._ _.�_._,__,_.�-.M_. i ' _..-...._.._._._. _._._.�._. _.�_._._._._._._._ x • .••4• y W C p av i d n 84r,X P:,SOLDIER BAND 4 a a v ® 21_411 84"X 5z"&52"X 5"PAVER PATTERN ` • � 4- 4.. x c 2 4 LAYOUT GRID PARALLEL TO CURB LINE .d A: A �, • v SCORE JOINT „ a ' " 4� , dAL N' a ...- "" ._ EQUAL SPACING v 2 2'-4"MIN. d `� a v 4a © o 14 LUQ 6"CONCRETE CURB,SEE SIDEWALK 4 a ® o as DETAIL SHEET C-1. a. a a QUAL SPACING v v . o v ° g a d W r_,{rr i_ Retaining curbs. ' � �� "` ~~• d m ,� m Var SQ when necessary 1 r ~ ~„ Warp when Warp when needed needed ♦ � *. - n R/W t TyP) "� cry See Note 9 ® "`" JltE 6 L i p at bottom of NOTES: -' - „~ty 0 cu dr i veway ram. 1, CONCRETE STAMP SHALL MATCH THE CITY OF ATASCADERO SIDEWALK Z ty) X '"2° above Sidewalk, -, PAVER BAND.STAMP PAVER SHALL MATCH AIRVOL BLOCK INC.,TUMBLED < 0 U_ Joi 8.33% Ma4- 8.33% Max oin gutter grade. See Note 8 See Note 6 1.' " " 5.21P PAVER ROMAN 8� X 5z PAVER&5�' X 52 PAVER MIX,COLOR BROWN CHARCOAL Front See Note 8 ..-�27a Max edge of b D ' , b ° b ° CURB BLEND.CONTRACTOR SHALL PROVIDE A 4'X4'SITE MOCK-UP FOR CITY s i dewa I k S i dewa I k QUANTITIES APPROVAL PRIOR TO CONSTRUCTION. w .c 10% Max 2. CONCRETE STAMP SHALL BE IN THE PATTERN AS DETAILED. 0 m L CUBIC YARDS 3. CONCRETE SIDEWALK COLOR SHALL BE DAVIS COLORS-'PEBBLE'#641 OR U 45° +v 45° > TYPE PER LINEAR FOOT APPROVED EQUAL, CASE A Al-6 0.02585 Typical ca I dr i veway, sidewalk dewa I k not depressed TABLE A yp Al- 0,030$4 STAMPED CONCRETE PAVING A2-6 0.05903 CURB a re rDIMENSIONS �MENS IrC1NS, rr a PLAN W Q X Var Var X TYPE H1 H2 W1 W271 { Lip at bottom of See Note 8 Var A2-$ 0.06379 ,_ n ,r PLAN driveway ramp, i,„ Depressed A3-6 0.01036 Al-6 1 2 6 782` 1�,z' NTS z above s i dewa I k Al-8 1 r_4,1 8 rr 8 n 2„ Var W Var X gutter grade. A3-8 0.01435 4� Rounded ~.`2 ° M 1- 2185 A2-6 1 r_O„ 6 ro 21_7,,2, 1,,2r See °. B 4 0.0 A2-$ 1'-2 r, $,r 2i~„gu 2n Notes D b D ' b B1-6 0.02930 4 $ 5 S i dewa I k D b b �T, See Note 6 A3--6 6 r1 511 7,,q 1 11"�e _ _ --� B2-4 0.05515 er r, 3 11 3 " 10% Max B2-6 0.06171 A3--8 $ rr 7 n 7 iq, 1 ��i, 53-4 0.00641 B1-4 1 0 4 7��2 2��2 CASE B B1-6 1,_2n 6„ Seo Orr AL Gutter rade Bottom of Curb B3-6 0.01074 62-4 1001 411 2'-7+/2' 2,,2 r 9 Driveway with depressed sidewalk -- B4 0.05709 , a rr , ,r 1" Curb face B2-6 1 -0 6 2 -9 411 r' LU E-- D-4 0.04083 B3-4 411 311 7 rr 211 IED z ELEVATION SECTIONS D-6 0.06804 „ 11 , 2, , 2, p IRIt1 a E 0.06661 B3-6 6 , 5„ $` /-it/ (A P D-4 10' 4 1 -6 1 _ I DRIVEWAYS ...... .. . oeWl a D-6 1,-a a 6" 2,_,2„ 1 r_81r �'- er r1 re 1r ES77 r � r r1 roW2 01 W1 W1 1 -oil : : W i../ 'W1 611 21-011 6,r 1*2 re 1 a 21-011 � O n re u R_,,2 r 6 W2 R=1/2' , rr � ee • - ..,, or 3 R-�2 °. D R- 2 R�°011 I Ili ° D b b N �_ 2°' or Var N o N ° ' ' ♦ °• o D. R=1 r air Q r (� ♦ D. D O 4.' N b p rp D 1501 0tv 1- .......� c- ♦ n D. ♦ b Cp ♦� •4 : b b b b b D b e- p �j P p ♦ ___ ° b ° O b �f �• �'"-R � f: 6�* .. a..,. O A q A A A A. 4 ? A D D m i1.1 ...,.■ } Longitudinal .i� } H RTT bar � *Mr, A °. ° .i.� U5 'i : II .n' -4' Dowe 1 spaced 4 0 ,' �. I� T Min length 8 R=1 a D. D �•�., .. .... 9�' .6 ,IMY.� i _ Y€ ..F .IkV!•'.M^MI% .iMA TYPE Al CURBS TYPE A2 CURBS TYPE A3 CURBS TYPE D CURBS TYPE E CURB °,`.: I� TIS A 1�A �A � ASI See Table e A I �, e .. .. . See Table A See Table A Superimposed on existing pavementI _ . . ... ;LA �r i A t.� See Table A Ilwi It f] ,. F R W,,1r W1 _� ,o er r e1 r _ n rrW1'° 2°-91' 2 L �A�`#' rr er r1 R-r 5 1W 2 0 rr n re -, rr 2 W2 R- . Z I��I��Nfi�a • 5 W2 _,',r 5 1e " a eo -A er Far i d e s i dewa I k R- 2 r1 711 _12" 2 -0 R-- � 9 „ � � � O •- - R 2 ( t z ��' s I � J_ ° R=1/2" � „ J�4 � 4�� Irl�; ---' N 2 or Var M W N :° •, b b 2 or Var I F> N ♦ . D S I o -.- H I SIV € l i ♦ w Slope 27i � $ f. 3'. dK' ` as Fac® of curb €_ ` p 2 b O. .A. � I'--' /'� LLJ ♦ ♦ .. A. D D O- O• " ..... a, a. b. F i n i shed ": 6E:,WN .: 'I'M Ln `.! b I- r ° D D w b b b b. p b. 1S CT1 D D D b• b. b. . I - a #4 , . „ ' D . roadway P" --, A d 11 4 `j b b p ° A ° 11 ° :� D. p U i a I 4 D. D. D. surface I'- Lon itdn g TI� A7` ° o ° ° w ro bar #4 DOWe I spaced 4,_O,e ° ° D ° r� I " :� U b R=1 M i n I ength 8 ,� R=1" ° ULILd i-- N O T E. " I TYPE B1 CURBS TYPE B2 CURBS TYPE B3 CURBS TYPE B4 CURBS TYPE H CURB I UIT A AIS , See Tab I e A See Table A Superimposed on existing pavement On Bridges 1. CONTRACTOR SHALL CONFIRM SPACING AND 1 I _ 24:: See Table A : .... ITII�i ATE: PLACEMENT OF ANCHOR BOLTS WITH PG&E PRIOR IA;: NOTES: CURBS STATE OF CALIFORNIA TO INSTALLATION. 05-AUG-2010 DEPARTMENT OF TRANSPORTATION 2, FOR ANCHOR BOLT DETAILS FOR BRIDGE 1.Case A dr i veway section typ i ca I l y applies. 5.X Is a variable when s i dewa I k Is located where 8.M i n i mum width of c l ear passageway for s i dewa l k DRAWN BY: wheelchairs may traverse the surface. S i opes sha I I sha l I be 4'-0". ADRIVEWAYS IMPROVEMENTS, SEE SHEET S-4. 2.Use Case B dr i veway section when ramp s I opes would not exceed 8.33%. RDH exceed 10% in Case A. 9.Retaining curbs and acquisition of construction 6.S i dewa I k and ramp th I ckness "T°' at dr i veway sha I i be easement may be necessary f tor" narrow s i dewa I ks or NO SCALE 3.Use Case B dr i veway section when s i dewa 1 k cross 4" for res i denta I and 6" for commerc i a I. curb heights In excess of Gil. TRAFFIC WAY TRAFFIC A 1 CHECKED BY slope would exceed 2% in Case A. TEM 7.Difference In s i ope of the driveway ramp and the 1 q.Across the pedestrian route of curb ram i ocat i ons. LIG T POLE ANCHOR TS LIGHT POLE BASE DETAIL 4.X3°-a°' except for curb heights over 1000 where slope of a line between the gutter and a point an the gutter pan scope shall not exceed 1" of RSP A87A DATED NOVEMBER 17, 2006 SUPERSEDES STANDARD PLAN A87A 4:1 s I opes sha i I be used on curb slope. the roadway 51-011 from gutter line sha I I not depth for each 2 -0 of width. DATED MAY 1 . 2006 - PAGE 113 OF THE STANDARD PLANS BOOK DATED MAY 2006. JOB NO. 4 exceed 15%. Reduce driveway ramp slope, not gutter slope, where required. FREVISED STANDARD PLAN A87A] NO SCALE NO SCALE 15750A SPECIFICATION NO. 10-25-06 2009-014 NOTE: SHEET NO. NEW LIGHTING ON TRAFFIC WAY WILL BE MAINTAINED BY PG&E. CONTRACTOR SHALL SUPPLY & INSTALL LIGHT BASES, CONDUIT AND JUNCTION BOXES PER PLAN (PG&E WILL SUPPLY WIRE AND POLES). NEW LIGHTING ON EL CAMINO REAL BRIDGE WILL BE OWNED AND MAINTAINED BY THE CITY OF ATASCADERO. CONTRACTOR TO SUPPLY & CONSTRUCT ALL MATERIALS NOTED PER PLAN. LULU V c s SHEET NO. 3 OF 45 0 L:\15750\Phaseill\15750AAlmpO2.dgn \\srv-siol\RicKstandards\Bentley_2006\workspace\projects\Corp$tds_2005_SLO\Iplot\CorpStds_2005_SLO.pen 05-AUG-2010 15:58 ----------------- EXIST EXIST R/W R/W EXIST R/W 78' 39 39 NEW CURB AND GUTTER TO BE ill - 19' 19.5' - 27.5' 18.5' - 26.5' 12/ _ 20' CONSTRUCTED PER ATASCADERO STD. DRAWING N0. 41$ (SEE SHEET C 58.3,1± CURB HEIGHT VARIES, SEE SHEET C-7. 2 (BIKE (PARKING) v 18.5' T 8,25' VARIES t LN.) '. 2% 2% .. »m:.sy,...,,,.„<,.>.,,.,..,a. .:_....- :.»...mss.».....,...-- Ra$....x;,,.a," ..."_^,^^^_^^- „••- ;, u+° r'.. "w"`e S 0 VARIES «.q,>.,,-«.,...,._, S, "J" A7' g� .$ �`' � rr 4 i'/ ,^'" ✓� ry'`9ioJfPC,G�:r°-•3""f>`l''' d. °",`- 3: .».,.»,.."..«.,.,a°»>,.....,.,.,,,.»»:................H..,,....a...,,...w.,.....�,,.....4 �J�..a° !.. . .s°.' �•> •% 9a�� � /jF' °">,`;'a �;fi'•s, '' v"�,:� +/'.. ...a9;.t°,.f. •r,'is.fr,..E,,:.�.� a �®a a i?" -....pp.,,,.«..„„ ^--'-'--�•^- r' �v'` r ef', ,�' r' '. ,r r,."F.•*'r- `s !n'6F°''.x I '• 5; i-i uj ...., .. .__ - 41. s'. . _...,. AC PAVING. STRUCTURAL SECTION OF STREET :...a._«zall TSAWCUT, REMOVE AND a SHALL BE DETERMINED BY THE 'TRAFFIC REPLACE 2' OF AC PAVEMENT. INDEX"AND THE "R"VALUE OF THE SOIL. EXISTING SIDEWALK AND EXISTING APPROX. 12"ASPHALT CONCRETE AND EXISTING GUTTER PAN CURB TO BE REMOVED ���' ER UP TO 20 CONCRETE IN PORTIONS OF ROADWAY. TO BE REMOVED `��' SECTION F-F TYPICAL I Y SECTIONTRAFFIC WAYlc3c� STA. 3+05.94 TO STA. 5+04.58 STA. 3+06.58 TO STA. 4+99.08 a, z w v `� NO SCALE NO SCALE p.� a E 0 Lo O O NEW BARRIER, SIDEWALK AND CURB, � , NEW BARRIER, SIDEWALK AND CURB, (TYPE 26 - MODIFIED), PER SHEET S-3. (TYPE 26 -- MODIFIED), PER SHEET S-3. 40.0' TO NEW GUTTER PAN TO BE Q EXIST EXIST CONSTRUCTED PER ATASCADERO STD. GL � Q, 37.5 TO EDGE OF BRIDGE DRAWING NO. 418 (SEE SHEET C-1) VAR. U EDGE OF BRIDGE VAR. 37.50 TO EXISTING AC OVERLAY N 102` . . . TO REMAIN ' D SAWCUT EXISTING . M s 51' 51' AC PAVEMENT 0 0 . g `.r' r'' Y 3 ✓ i ' .` ) ;n o a ids Q.) 4 'r. et. 7 .L. /, •'tea ,s ,F' I �. ..f.: p. ,3" _..... .x...«..c«,..« w....,........»-...•>•.,>.,..w....,... (-_•-__- 3/1 �"....,,.- � ....,'°,�.�, / ,.�.."�.. 1_,».,...,..,.«,..„..,.,..,.-xx.,«,«.:.,.,.,.«_.,«.,«.,«,«i,,......,...«... •...,..,..,,.,...,.,.u., N..,. ._..«a.«»-_ »..,- ...,,..,w.w, ra,.,..,,._..,,..,;.,,„w i...J- �. Q) 31.3'± 31. iL r! ¢ .. ., `p xF " ~" »._ EXISTING SIDEWALK AND "' CONSTRUCT AC PATCH TO EXISTING CONCRETE o 10' SEE THIS SHEET (LEFT) EX. ASPHALT CONCRETE 10' - EXISTING AC SECTION CURB TO BE REMOVED BRIDGE DECK TO REMAIN < Q 1.0 AND SHEET S-3 FOR ` pEPTH = 2°'� DEPTH OF EX. ASPHALT 1.0 EXISTING SIDEWALK AND MATCH EX T a ,J N CONCRETE UNKNOWN EX. ASPHALT CONCRETE EXIST. ASPHALT CONCRETE TO BE CONSTRUCT AC PATCH TO o GUTTER DETAILS. RE DEPTH = 2"� �{� CURB TO BE REMOVED EXISTING GUTTER PAN ;: REMOVED TO NEW CURB FACE MATCH EXISTING AC SECTION N _._ ' r} TO BE REMOVED (VAR. UP TO u- O �J r / ,e° r r ,r.' a'' 73?"s°P�h"E;7ME 4T "i.sr' ^. �•. <.X4s.',... z:P 3� ,�r f 5•,yn %' 4'� W.. fiF., JC� •� a� / ,,J�.y f/ "'i,J .).wa .u.r,A»... .--r..,,.�...»,rw,.,�-,..»»,,,»,.«, , { J .s✓,��,�' .� ,+.r �°'P•.�" •' /�+9f '.�`r°0 y f'.�t .,.K.,ri� 5 J ...,ti",�° "�, 'G � �..,,:woG ,J// � ��°:/"'� ��.rP°�'��s � , f;• �+rf 4 •y>p��,a'. J,. 1s�. .� y° '{ vr' .„,_...Naxw�.,�,Y': SECTION 4 3` ,y ':Af /� 16! H �/;� ,q rq/�r° F! � � 1 oaf ® c�✓ ~> Fg ; ; Z AYY A is .. 3555 SECTION A -' x a..:..a..:..w _.5_....._-w.,.,..W.:,..�_.....a....:......w.....y..........,,a,...,......,........,w.,w.t w�...,........�:....:.a....�.,.....°s... .a,„.......<Y,�,.,„7...,,c:.,:..w,,.,c.,.,..,.,`2''.x.�,a,..,..»„<,,...:::�,.,,.r;w,.,.,.,,w...... ...... ... ... .. .. �� .Z .., � � ._,.' , �A � �_ �.p E L CAM I N O REAL � � Q NEW CONCRETE BARRIER, CURB & - Po r. m EL CAMINO REAL t .�.«.��..�=��M� STA. 74+15 TO STA. 75+00± GUTTER AND ORNAMENTAL METAL STA. 73+66.79 TO STA. 74+15± NO SCALE RAILING. SEE NOTE BELOW AND ORIGINAL FILLED-ARCH CAST-IN-PLACE PRESTRESSED BRIDGE SECTION CAST-IN-PLACE PRESTRESSED NO SCALE STRUCTURAL PLANS FOR DETAILS. BOX GIRDER SECTION TO REMAIN D CURB, o (FOR INFORMATION ONLY) (FOR INFORMATION ONLY} BOX GIRD 0R INFORMATION ONLY) NEW BARRIER, SIDEWALK AN R , EXISTING SIDEWALK CANTILEVER (TYPE 26 - MODIFIED), PER SHEET S-3. TO BE REMOVED EXISTING SIDEWALK CANTILEVER LCAMINOLSECTIONNEW GUTTER PAN TO BE TO BE REMOVED W STA. 73+68.98 TO STA, 73+73.$9 CONSTRUCTED PER ATASCADERO STD. NEW GUTTER PAN TO BE DRAWING NO® 418 (SEE SHEET C-1) CONSTRUCTED PER ATASCADERO STD. z r STA. 75+30.22 TO STA. 75+56.$5 NEW BARRIER, SIDEWALK AND CURB, DRAWING NO. 418 (SEE SHEET C--1) w NO SCALE (TYPE 26 - MODIFIED), PER SHEET S-3. 37®50' TO 37.50' TO SAWCUT EXISTING SAWCUT EXISTING AC PAVEMENT AC PAVEMENT y s f - EXIST EXISTuj EDGE OF BRIDGE EDGE OF BRIDGE CONSTRUCT AC PATCH TO Q Lu MATCH EXISTING AC SECTION CONSTRUCT AC PATCH TO v) EXISTING SIDEWALK AND MATCH EXISTING AC SECTION EXISTING SIDEWALK AND Z 102 CURB TO BE REMOVED EXISTING GUTTER PAN CURB TO BE REMOVED Q 51' 1 51' TO BE REMOVED (VAR. EXISTING GUTTER PAN Q U x UP TO 3' WIDTH) TO BE REMOVED (VAR. ,� Q U 31.31± DEPTH OF EX® ASPHALT 31.3' UP TO 3' WIDTH) U �.0 CONCRETE UNKNOWN SECTION0-0Z i®' SEE THIS SHEET (RIGHT) SEE THIS SHEET (RIGHT) 10' EL CAMINO REAL SECTION C-C - ,,u Q 1.0' EX. ASPHALT CONCRETE EX. ASPHALT CONCRETE -N x-1.0 NEW BARRIER, SIDEWALK AND CURB, w FOR GUTTER DETAILS. DEPTH = 2" DEPTH = 2" FOR GUTTER DETAILS. STA. 75+00f TO STA. 75+56. 5 (TYPE 26 - MODIFIED), PER SHEET S-3. EL CAMINO REAL w �.-. Q No SCALE STA. 73+66.37 TO STA. 74+15± U V-1 :,. 40.0' To STA. 75+00 t TO STA. 75+30.22U ;a :"�'"9^y i' 'eaG`.0.61' 9 v�d. :>� .e�r,•�` �'9' °.;' a' a`•�.�i�°i,F f , . .....v...,....,.r s.a;� �'�.� � fNO SCALE✓ , .s, � � P .2� ..x,v�,s f o,�s:a�,a'=� � ,'�.d' ..>r.� .,°' lJo, > l' '>,;f .,;;>`':>a °ea*'a'a`- u°>� .� �'. � ..,. EXISTING SIDEWALKv / �v® ono ' f va�v f, z.m.,°fd✓ :,„r �°;��., ''�^`.«... ,d,°� .,...,�Cl.;d ,..1.. °�g?'6 .�4'" ..�.e_a.�t�.��c.��....�` .,.....':�:�'�'t`r'.,n_S..»t»;<.c,,.. ..ate.. -: .. �/r.�� <e_a.�...«,f� �P�,., .,mss� �,s,J�..�;..�.�z� ,�_< ,. �,Y., ,.qy a a ;s ; �. 3 v J s'. r '}: s'` •r" ,° _ ,v CANTILEVER TO BE Z U 23 qg .»..k. „.Y:w _ .W_.w.m...w._.'.......e?w:....,...,,et......x.....ia...,..,...a,..w.iw...,iw. w.a...,.». ..........,......_a'.......rSw.w..,....»...,..:1�..F..._....a.... .«.s4..,.,w...•.»..:i.,./..,.,....,<a...,"...iw.. ...s ' j REMOVED �J /�'\ • ..»x.»._,...»,..:.,a' -'L,,,,w.0 M ,.„:-. «_.,»:s..,.w_..,.,.�» I 6t,�,.,..> ,.,,,,... „,.,.,.., �. .,.. ....,.n...... .........«m.. ,..."..,,, ». .,...,,, ... ` Q NEW CONCRETE BARRIER, CURB & p _ _. 1...•.o..vu(M.......:.5.'x:.:Xi nww..,:..d C.wN,„.„..mx,•? .. .,..x GUTTER AND ORNAMENTAL METAL EXISTING AC OVERLAY 37.5' TO Z U TO REMAIN ' RAILING. SEE NOTE BELOW AND ORIGINAL FILLED-ARCH CAST-IN-PLACE PRESTRESSED ' K" ' :tl J3: CAST-IN-PLACE PRESTRESSED o STRUCTURAL PLANS FOR DETAILS. BRIDGE SECTION BOX GIRDER SECTION TO REMAIN - Ld BOX GIRDER SECTION TO REMAIN ` . 4 (FOR INFORMATION ONLY) (FOR INFORMATION ONLY) :' fi y- 00,, (FOR INFORMATION ONLY) . NEW CONCRETE BARRIER, CURB & .,..:-, , GUTTER AND ORNAMENTAL METAL " '" , EL CAMINO AL SECTION RAILING. SEE NOTE BELOW AND EXISTING CONCRETE EXISTING SIDEWALK AND _ STRUCTURAL PLANS FOR DETAILS. CURB TO BE REMOVED a- � STA. 7 +73.$9 TO STA. 75-(-30.22 BRIDGE DECK TO REMAIN NO SCALE CONSTRUCT AC PATCH TO DATE: MATCH EXISTING AC SECTION 05-AUG-2010 DRAWN BY: SECTION E-E RDH . NOTES: SPECIFICATIONS NOTE: EL CAMINO REAL CHECKED BY: 1. IN ALL CASES WHERE NEW IMPROVEMENTS ARE TO MATCH EXISTING 1. CONCRETE BARRIER (MODIFIED TYPE 26) - CALTRANS STANDARD PLAN NO. B11-54. INCLUDES STA. 74+15� TO STA. 75+OOt TEM IMPROVEMENTS, THE CONSTRUCTION SURVEYOR SHALL VERIFY THE ELEVATION INTEGRAL COLORED CONCRETE SIDEWALK AND CURB. SEE SHEET S-3 FOR STRUCTURAL MODIFICATIONS. NO SCALE JOB N0. OF THE EXISTING IMPROVEMENTS AND CONFIRM THAT THOSE ELEVATIONS y MATCH THE DESIGN. THE SURVEYOR SHALL NOTIFY THE ENGINEER OF WORK IF CONSTRUCTED IN PLACE OF CURB SHOWN IN CONCRETE 15750A U G� ANY DISCREPANCIES ARE FOUND. 2. COLORED CONCRETE CURB & GUTTER TO BE BARRIER (MODIFIED TYPE 26) DETAIL. COLORED CONCRETE CURB & GUTTER PER ATASCADERO STD. SPECIFICATION NO. � A 2. CONTRACTOR SHALL POTHOLE AND LOCATE EXIST®G UNDERGROUND REVISIONS TO PLAN NO. 418 ON SHEET C-1. 2009-014 Qa�Q� UTILITIES SUFFICIENTLY AHEAD OF CON .. PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF 3. ORNAMENTAL METAL HANDRAIL - AMERISTAR AEGIS PLUS, MODEL# M3 (3 RAIL). SHEET N0. EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF © � ' WORK IF ANY DISCREPANCIES ARE FOUND. _ v SND �� 4® STAMPED COLORED CONCRETE SEE PROJECT SPECIFICATIONS. c.n3. AT ALL LOCATIONS WHERE NEW CURB AND GUTTER IS TO MATCH EXISTING Cm3 is (800)227-2600 CURB AND GUTTER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE IMPROVEMENTS AS SHOWN ON THE PLANS IN ORDER TO MAINTAIN POSITIVE DRAINAGE. SHEET NO. 4 OF 45 U , L$\15750\Phaselll\15750AAxsect03.dgn \\srv_slol\RlckStandards\Bentley_2006\workspace\projects\Corp5tds_2005_SLO\Iplot\Corp5tds_2005_SLO.pen 05-AUG-2010 15,59 n y M ., . ,, «ra....,.,,•®._. .s,_.,,._, ________,�,_----'-_____.___m-.,,�»a� mss.-w-e _.__,_ _.... , ____m.-_._._ _ ,e,,.,.-,,-..._.,____.__�__..__.,,_.,,.ry,.p.�,w, .,,,.._-,_._. _ mo - � - - - ---- __ ___ __ - __________ - ________-- I I � , - , LEGEND DEMOLITION NOTES: I � �l - I .mww� - LIMIT OF DEMOLITION 1. REMOVED ASPHALT CONCRETE PAVING SHALL, . w TICAL, BE REUSED AS � /-NETV — SIDEWALKS LIMIT OF DEMOLITION - SAWCUT ATE BASE. CONTRACTOR SHALL .. . I I I .. . I . I . . . I I . . . . I I . I __c/ I . . . . � � � . .1 . - . _�_ L���� � . I . I . � . . , . . . I . . . . .. . � I . I . I � � I I . . I . I � -� . I . � .. I . I . I . . . I � . . � . I I . . . Z . . � �l . 1. I I . .. . � . I ,,,,---RELOCATED UTILITY BOX ����� > � . � . . .1 I � . . . . 11 . . . I . I I I I I . I . (BEHIND PAVER BAND) (SEE SHEET E4 FOR DETAIL) D SPECIFICATIONS, SECTION I � . � I . I . I -. '. . �.I .. I .I ..I .I 26-1.02A. � . . . . BAND \ I I I . I . � EXISTING UTILITY BOX �:;;::���.::�;,::,:�:.::.�:.:::..:..::.:.::.�..-.-..:,.:...::M.:..:.:.;:.::.�::.:.�.:::.�::: . . I I ;:::i,:�:�:�:,:,:�:�:1:�:::::::�:�;::::::::!:!:::�::::::::::::::::::::...; : .. --.- I � :;:!:�:��:7:i:,:�:;::::;:%'�...'­­.:­.:.....":,"..."..'...'........ ....'.. ............ .1-1. ................I.... LOCATION :!�:::::`:.��:.X.­_............I.......::::q:::::::,::::::::::: so ­:­.. � .:::::::::::::::::::: . "._�� ...,.�...'�.�..��:�:�!::�::::��:�:�:,:::,��:::,�:�:���:i:��:::�::,�;::���;:��::;:;::::::::::::::I REMOVE CONCRETE SIDEWALK. ........... 1 . ..... .,..:"�.::::::�:::]:::::;:::::. ,.,.......�.....;::::.....................I......... , 1-1..... . V) ..........:.:,:.::::::::­:::�:�,:�:�:..:7:,::�,.�,.��.��;��,�'���:�:;, � 1\1 I (�) 1'..�:�;�:,���,i:�;,::,:�:�:�:::::::::�� .. ... _______l.. Z: I N .1 2. SEE SHEET C-8 FOR LOCATION OF EXISTING <D -f-ffll i = r� * m . . I � . . (/) � I . .1 . NCRETE PAVER STRIP THIN THE PROJECT LIMITS L���mmmw >_ WHICH ARE TO BE RESET. Ld _/ = 1 I -----I-----------t___ I WELL CONDUIT INSTALLATION. 3. ANY SURVEY MONUMENTATION OUTSIDE OF THE ,- ** , LIMIT OF DEMOLITION SHOWN ON THESE PLANS \ R ix k ,"� WHICH IS DISTURBED OR REMOVED DURING I I . 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IN ALL CASES WHERE NEW IMPROVEMENTS ARE TO MATCH EXISTING I I TEM ll..� IMPROVEMENTS, THE CONSTRUCTION SURVEYOR SHALL VERIFY THE ELEVATION JOB NO. I OF THE EXISTING IMPROVEMENTS AND CONFIRM THAT THOSE ELEVATIONS .00, MATCH THE DESIGN. THE SURVEYOR SHALL NOTIFY THE ENGINEER OF WORK IF 15750A 11 " ANY DISCREPANCIES ARE FOUND. SPECIFICATION NO. . . i c__ I— 2. CONTR 2009-014 - -0 Q__ UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO " <�, %1%% q$ SHEET NO. .1 C�ll 1110 PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF m <0 0- 11;k- I f__ EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF 0 61 11<1 - u \% WORK IF ANY DISCREPANCIES ARE FOUND. 10 5 0 10 20 30 0*1 I . �C I � � �:� C., IIN D �l In � mmi Q (D C IO) 3. AT ALL LOCATIONS O MATCH EXISTING I I Cm4 C uj (800)227-2600 CURB AND GUTTER, I ONSIBILITY OF THE CONTRACTOR GRAPHIC SCALE 1 = 10' 1 -114 �� vll� I , § MAINTAIN POSITIVE DRAINAGE. N --__ SHEET NO. 5 OF 45 0 - - -_____ - -__ __ � - La\15750\Phciselll\15750AAdeMOO4.dgn . . \\srv-siol\RlckStan<Jords\Bentley-2006\workspa2005-SLO.pen 05-AUG-2010 16,02 " - ", I, I- 11 I I " � , I" ` "", I I I� � - - I � 11 ; I 1-1 1�__­.l ` ` .I--, I -�I -11 1-1 I "'_ "­­__,_,_,_ " ,__ 1\ _ I � "' �,_, I � �I __ " , u E� , , ", 11 I E? 111111 n 4,-. � . \\- - I I I i ,,:, lll�_ 11 t . . . - I i I .1 ,,,, , � I i . lili I .� , f- �l 0�1,". , �, 'I � ; 11 ; I I I , I i "_ .�� , __ i ,� -1 - �`ll _-t � ", - I � - I I , I . , , I i � I �� I �­ , .1 m_ W- . , , , 11 " , "' ­' `I - �Im, - I I I i _­,__­­_, ___­-_­-_­__�__.____­,!"r� �­­­­­------­­­-----------------------------,-,, _'__---­---�--��.--��-�---��---�-���----"--�-,�---.--�-----�------------��---�-.-����M--.-------------7�,-�.-",�-�-------,---,--,----�-�-�--------­---------�--,....�--,.-�-'�,--------.--�----------�"-�--,-.-,----,-----------------------.,-----,,-�.�-�-��-�-,�-"..�-..�,.-...-------"--�-,�-��-,---�-�---�----,-��-,---,-"-�,-",�,--"�.,--.�","--,��--�l�'�L'--��1--�--�-'----�-,-,--�--�,--�----�---------.�-�-�-,��-,-,�--"----�,�.---�--,-------------�,-----------,.-�.-----�-----.------�-------------,-� --�...-------------.-,----,----"---"-,����"�-�,-,--�---"----"-------"------------"-------.-�---,----117T�m��---�------------�-���-�--�--------�--,----,-�,-------"�-"�,�,.-"-�-�-�-���--�"-..�,.,-"�-,�.n�,,����-�-��1;7.���T-�----------�-�--,�- ,,, 1 ��!, ,,-,,77Tr�----------------------------------�,�-".-��-t...�.�."�----�---,�-----,-,��---,�,-��-".T.!�--- . - I I I . ----- -- -------------- - - I I LEGEND DEMOLITION NOTES: � 7 1 � LIMIT OF DEMOLITION 1. REMOVED ASPHALT CONCRETE PAVING SHALL, ,- TICAL9 BE REUSED AS - — LIMIT OF DEMOLITION - SAWCUT ATE BASE. CONTRACTOR SHALL . BE RESPONSIBLE TO V1111A REMOVE AC PAVEMENT. . BASE AS OUTLINED IN IV (SEE SHEET E4 FOR DETAIL) D SPECIFICATIONS, SECTION To-p 26-1.02A. ''...�l,,;:����::!���:�:���:�:�:�!�i�;�:�:�:�:�:����:�:�:ii�!::���!;�I 11.1 - ,-... . 1-1-11, ---- - ,�.,:�l.'.'�'...,..":,.,;",,... . r- ,.,...,.,.".,.,,..,...'�.".""",.,.,.,"�I"I.,. , , *- � , ,**-i; :� * * - * -...............1.11.......1: -.....................� 7:!:!:::::::::::::::::::::.-.........:.. 11-11' . .::�;::�::;::::�.;::;:;:.:;;:;:::;:,:::::;:�:;:::�l���!�!�:!���!�:��!�:����!:���:���I REMOVE CONCRETE SIDEWALK. 11-11111, " I"'...'', --,.--- - .11 ,11.11 - . I .1. ....-111111.... . .................�.......��:;;: . .,. ,.,. , "",.,.,.,.,."..",...,.,.�"."",...'.',',,'':�:,.:,:�:�;:;:�:�::...:I 9 E. - -.1111', 2. SEE SHEET C-8 FOR LOCATION OF EXISTING p r� NCRETE PAVER STRIP THIN THE PROJECT LIMITS so V) -.---1 P, ,,-,,, - L��m Z: , -­� ��51 WHICH ARE TO BE RESET. C) . I 1-�-R Nll%�15LA I ---., -",. - F---4 " �'s,�, "'� ��, -1"-,��j - I 11 4 1!I I k I� \� \N I 1.�� f p, � V) � ,�,", � 0, \ �� I t, \ , I URI.` � k, , " - ' ' � 4 - - , � - v 1, -m I �I , in . -.�� I- t - !0, 9 , im, " " m I '\'j � I -�," -� - OR io i, k I ....I - -� � �� � �,,; wl I k 0 . � , , i ,, , � I A "'��`i, 4, , , , .- ". �- '��-- J;� .1. 11 ., . k��`�� �, �1,)� ,am. 1� ,- k CONDUIT INSTALLATION. 3. ANY SURVEY MONUMENTATION OUTSIDE OF THE w , " I , 1 . � i k . , , IF I . I V k� )I 'A U,� 1 1 = I , ---------- I � o"'k � q LIMIT OF DEMOLITION SHOWN ON THESE PLANS .,I 'L,\",l) t,l J 7" '� I \ J, ; . 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THE SURVEYOR SHALL NOTIFY THE ENGINEER OF WORK IF . 15750A . ANY DISCREPANCIES ARE FOUND. SPECIFICATION NO. I c_-- 1�- 2. CONTRACTOR SHA ATE EXISTING UNDE 2009-014 . � -0- Q-- UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO . " C>N <�) M% 41(4 PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF I f � I SHEET NO. <0 1-4 a "�,- E 61 EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF 8 1�1 � C.11 0 \1�3 WORK IF ANY DISCREPANCIES ARE FOUND. 10 5 0 ------- - 10 20 30 1� .c: N � mmmmomm I = D S j�, 8 .9 3. AT ALL LOCATIONS WHERE NEW CURB AND GUTTER IS TO MATCH EXISTING m I GRAPHIC SCALE lll= lo-, Cm5 ts PONSIBILITY OF THE CONTRACTOR 114 (800)227-2600 u 0.1 RUCT THE IMPROVEM w 0 MAINTAIN POSITIVE DRAINAGE. 0 SHEET NO. 6 OF 45 QN - -- - --- --- -------- - ---- - - Ll\1 5750\Phase I I I\1 5750AAdemoO5.dgn \\��rv-slol\RlckStandards\Bentl 05-AUG-2010 16,03 pt I tl,� W I , , , � ,'T �t v;, R I , I I - vA I i. t 11 I i � � I %. I 7 I , I I ,'I , I f "I 1� 11 I I /1. I -� e �v 1�1 ��"')"R / " 7---7-137� - I I I . I � � . I � �,��-----------11---�---------,�,-,-��-"-�-�-"-,--,--,-�---�,-,��,.----��-,----,--�---1-------�-�-1-�.--"-----,--,-�"-,-,-,-.--.---,----�------�---------�.�.,-�,-------------�---,-,----. -�.----,,�'�,-�--,---------r,,--�--------------------,--�---�-----,---��-1-��---�",----��.-��-���-,-�-,�,,�1-11���.-,--,��-,-�,-,-�-,��----����l"..��,-��-,--------,-------------.--�--,---,----�----------------------�----��-�,--"--�.-�.�."�-�---�----------,nT��-,T,�". , ----------------------------'---'-'-'�-��-7-�-----'----�7r'����r7�-7-"-��7����- I - I - --------------------------------....------------1�.�-....---------.-----,-��-�----��-�------,------��-11�---------,�l".?�.���.-,----,------,--�"" I 11 --------.-- , ""�� ------------ LEGEND DEMOLITION NOTES: LIMIT OF DEMOLITION 1. REMOVED ASPHALT CONCRETE PAVING SHALL, TO THE T EXTENT PRACTICAL, BE REUSED AS RECLAIMED AGGREGATE LIMIT OF DEMOLITION SAWCUT BASE. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT RECYCLED ASPHALT CONCRETE PAVING USED FOR THIS REMOVE EXISTING AC OVERLAY. PURPOSE SHALL MEET THE REQUIREMENTS FOR CLASS 2 N_ Film--wom.- I AGGREGATE BASE AS OUTLINED IN CALTRANS STANDARD TRENCH AC PAVEMENT. (SEE SHEET E4 FOR DETAIL) -1.02A. SPECIFICATIONS, SECTION 26 ............... . . .. ...... ..... -8 FOR LOCATION OF EXISTING SURVEY REMOVE CONCRETE SIDEWALK. 2. SEE SHEET C MARKERS WITHIN THE PROJECT LIMITS WHICH ARE TO BE C REMOVE AND REPLACE CONCRETE GUTTER PAN. RESET. DEMOLITION SHALL BE RESTRICTED TO AREAS OUTSIDE THE LIMITS OF THE EXISTING BRIDGE DECK. 3. ANY SURVEY MONUMENTATION OUTSIDE OF THE LIMIT OF V) z DEMOLITION SHOWN ON THESE PLANS WHICH IS DISTURBED V: V) r z Z Z 7 - REMOVE CONCRETE RAILING. OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED EXISTING CONCRETE BARRIER RAIL, 4a SIDEWALK AND CURB & GUTTER TO BE REMOVED, TYP. SEE DEMOLITION DETAIL EXISTING TREE TO REMAIN, T"� PROTECT IN PLACE BELOW I LJ 4 xx 'o, c5lr > _777,17=-- �77 77717-7e -27T 7-777,777777,"717 7= 0 7_=� 7- 777777j�,. .. ....... ...... .............. ........ ......... ............. ............... ................ ...I I -- �;...................... .................... ............... .............. ........ ... .......... .......... ....... 00- ........ ...... 0z x ::X':X .......................................... ............. ...................... , .,,, I . , . :�: :������ :�.:. .::;::,!: ,:::,: ................. ............. ............. ....... ........ ............. ........... ..... ... o:X: x ........ ................................... w .............. ......... .... ...... ............... . .. ................. ...... ........ ..... ............. ............ ...................................... ................. ...... .......... .......... ...... .::,::,:: X. N .1�I�:;�:l : : : o X: ....... ........... ...... .... ........ ......... ....... .............. ....... EXISTING TEL. VAULT TO REMAIN, ...................... ... ..... ...... ................................ .......................... ........... ........... ...... ................ .............. ....... ............ .......................... ..... ............................. ..... ... ........... ............ ................... . ... .......... ................. ....... ... ........ ..... ........... ............... ........ ...... .......... ....... ............... PROTECT IN PLACE. . .......... ....... ....... .............. .. ................. .......... .................. ....... ............. SAWCUT 13 LF .......... ... .............. . ........... SAWCUT 15 LF ::;:-.:-:::: "..I..�'. ­ .. .: � ...... ................ ............ ...... .... ................. ....... ........... ........................... ........... ...... ...... ........ ..... CONCRETE SIDEWALK ............ ... ..... .... .... . ......... ....... ........ ........... .......... ........ .......... ...... ..... ............... ............ ........ EXISTING SIGN TO REMAIN, PROTECT ......... CONCRETE SIDEWALK x ... ...... EXISTING STORM DRAIN CURB INLET IN PLACE [TYPE ....................... ...... .......... 0 U TO REMAIN,, PROTECT IN PLACE. X EXISTING STREETLIGHT SAWCUT 194 LF ui ui 1.� 0 -i Lli Lli ............. ----------------- C) cr- V) LLJ a) M _U 0) w ui C) + Ld Ar--% X F- a= Ld ly) Lij eZ rr* CAUTION ui x LLj Ln Uj Lo >_ U-1 co Uj 0 Uj 0 :2 V) M U 1 (.6 5 LoLn---------- -------------------------- ....... ------ ........... .............. .................... ............ ........ ------ LLJ ui M U < < 0 U ------------- -------------- ------------- < CM U_ 0 EL C"AlaVIINO REAL �z 75+00 76+00 V) q U� 0 74+00 100 voo Z L'� X < �=) < �A U� ............... CAUTION CAE ET ffs UNDER mum�I ON Uj GROUND GAS LINE cr_ INE. EXACT LOCATION V) ui IDENTIFIED BY CAUTION Uj CONTRACTOR PRIOR TO TRENCHING AND ------------- Ld L4 ------- ......... ...... ------ 00 ->w CONSTRUCTION. C�j 06 . C�, -4 ELECTRICAL LINE W :2 ro :2 V)(Jo ui M r— U_j �n ui 0 --------------- ---------- ...... ------ E EXISTING CONCRETE r- z L) r- z cr_ w c'! Uj F- Z: <D >. 00 >. DRIVEWAY WING AS NECESSARY FOR w z ui cD rn 0 ro C:) ELECTRICAL TRENC E-4. co < co 0 .............................. ...... E ................. ............ ---------- ........ E ------------------- --------- Ln Ui Lo W 061 ---------- ............. ........ EXISTING STORM DRAIN INLET BOX (TYPE OS) AND MAIN, PROTECT IN PLACE. z V) w ui U SAWCUT 286 LF ......... CONTRACTOR TO SAWCUT STORM DRAIN INLET Lu --------- LIMITS, (17 LF), PRIOR TO SIDEWALK DEMOLITION. EXISTIN Z ...... G ELEC. PULLBOX TO BE RELOCATED LU LU ANS, SHEET E3. z 7 ,717 .......... -------------------- T_ 0- (D 0 .......... .......... ...... .......... . ..... .......... .... ...... ........ EXISTING ELEC. VAULT TO REMAIN, U-i U -7 ............ ..... ........... ............ ... ... . .. ........ CL cn ................ . ........ .. ... ...... .. ...... ...... ....... .... ............ ........ ................ ..... ....... .............. ...... ...... .......... .............. ............ .......... .............. CL ............ ................. ......................... U . ....... Uj ........... .... ........ ... .......... ... ............. ........... .......... .......... ........ ................. EXISTING ELEC. VAULT TO REMAIN, ......­ :: '' I......... ....... .. . ...... ........ EXISTING STREETLIGHT TO BE REMOVED Z .......... Z LU .............. ........... ........... .. .......... .. .................. ...... .. .................. ............ ..................... ADJUST TO GRADE ....... .... ....... Ui AC PAVEMENT'--" . ......... U-i U U S L V) Cie LU CONCRETE SIDEWALK EXISTING ELEC. PULLBOX TO w EXISTING 4 TRAFFIC SIGNAL CONDUIT TO BE EXISTING ELEC. PULLBOX TO VAGED. EXISTING SIGN [TYPE R 8 1(C A)I., U3 L K EXISTING CONCRETE BARRIER RAIL, SIDEWA ABANDONED. SERVICE TO BE RELOCATED PER z 0 U SHEET E-3. CONTRA D O BE REMOVED, TYP. COMPLIANT RETROREFLECTIVE SIGN. i r-liAllrl 0 EXISTING ELEC. PULLBOX TO BE SEE DEMOLITION DETAIL BELOW REUSE tj CA" Z U EXISTING ELEC. PULLBOX TO REMAIN. EXIST A Uj Lo CONNECT TO EXISTING PG&E ELEC. SHEET E3. EDGE OF BRIDGE C)AM CD m VAR. 101i _q*_ - 1.01 %o�AUTIUN CL V) R AREA DEMOLITION DETAILS. DATE: EX. CONCRETE BARRIER 11-AUG-2010 EX. ASPHALT CONCRETE RAIL, SIDEWALK AND DRAWN BY: PAVEMENT TO REMAIN B E REMOVED RDH CHECKE BY: NOTES: - EX. 4'CONDUIT TO BE REMOVED. ELEC. SERVICE TEM 1. IN ALL CASES WHERE NEW IMPROVEMENTS ARE TO MATCH EXISTING IMPROVEMENTS, THE CONSTRUCTION SURVEYOR SHALL VERIFY THE ELEVATION JOB NO. OF THE EXISTING IM LEVATIONS SHEET E-3. MATCH THE DESIGN. THE SURVEYOR SHALL NOTIFY THE ENGINEER OF WORK IF 15750A ANY DISCREPANCIES ARE FOUND. U SPECIFICATION NO. 2009-014 2. CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING UNDERGROUND CIZ UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO L44 CAST-IN-PLACE PRESTRESSED SHEET NO. PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF BOX GIRDER SECTION TO REMAIN EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IF ANY DISCREPANCIES ARE FOUND. 10 5 0 10 20 30 0 INV s i BROU"E SIDEWALK DEMO 3. AT ALL LOCATIONS WHERE NEW CURB AND GUTTER IS TO MATCH EXISTING C � 6 GRAPHIC SCALE 1 10' ��(800)227-2600 CURB AND GUTTER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR MAINTAIN POSITIVE DRAINAGE. SHEET NO. 7 OF 45 Lt\15750\Phoselll\15750AAdemoO6.dgn \\srv-sloi\Rlck 11-AUG-2010 ll147 ,ON ---------- -------- ------ ------------ --- ----------------- ....... ------ ----------- ------- ---------------- ------------- -------- --------­-­-- ------ .............. ---------- ........ . I -- --------- I ,,,, I LEGEND CONSTRUCTION NOTES � ' - - - LIMIT OF CONSTRUCTION. (5 TRANSITION: NEW CURB & GUTTER TO JOIN I " MATCH EXISTING. EXISTING CURB AND PAVEMENT PER DETAIL ,� ON SHEET C-1. . I @ TRANSITION ZONE: NEW SIDEWALK TO JOIN N NO. 418, SEE EXISTING SIDEWALK CROSS SLOPE. @ MATCH LINE. NEW PAVEMENT TO MATCH rI EXISTING PAVEMENT GRADES. llll� -g-���,,��,," ,� m�l g ,w , 1'� - I ll� I � � I � , � , ��� NEW AC PAVING. STRUCTURAL SECTION OF STREET SHALL (D NEW SIDEWALK SHALL JOIN EXISTING HE "TRAFFIC INDEX"AND THE "R"l VESTIBULE (TYP). VALUE OF THE SOIL. I � I I . ORM DRAIN INLET, (CURB . TRANSITION AREA. an r z 7-�i PLAN NO. 502, SEE SHEET C-1. V) = � I�l 1% %, '� - - I I.". I .. C) I� I \ %'\ " . :..,: .,.� ..I .1 6-4 I . . "' �*: . I ,� '� ''. , � -,. . .1 SIDEWALK. SEE DETAIL ON SHEET -0-"WIDE CROSSWALK LIMIT LINE ,f, I � .I. .. I 1. .. V) , �. � %�.� k . . ..-. .... ."'.. .. � F--4 %.z� 11. \ ,�i, � \ ", "'. ., [,-7'-.-.---. --, ---- (D INSTALL 1' lk k 1, \, \ 1.1% 1'4�,-, 1 C-2. SEE LANDSCAPE PLANS (SHEET L-2) FOR TRAFFIC TD. PLAN NO. A24E. >- I "', !"; ,,, `� , t ui � It �- ", � ,III I 1= I '-� ",'� \, � , ,.� `� �,� ,-,, \ '�l `1-1�� It WAY SIDEWALK JOINT LAYOUT. G INSTALL 41/WIDE SINGLE WHITE LANE I , ___I ,__- [- -1 I I , , I ,� I % 1\ .\ �, t I, t � �� , 1�, � .I , " �11 '11,`� 11 STRIPE. ---A, , ,,�, \ 11 I f'i '�l 11 '. 1'.. � 1� tk � 11 I I I I I I �t f" �\, \ 't�� I RS. SEE DETAILS ON SHEET C-2. � ER ix � ,,!, "', 1� .,�, I ,I "'�,;.X"2 \ "i �---5i, --",v \ ll,�, / 1 "4��-`-,:":,---..!."" '� -......, � ,"", "',:,.��;�,- , 1-11,11 % \l. -1-11 I I ,, I -1, " I � 4-11' 11 " il."'i �. el 'k I "I'V11 k, Y- " , , 04 , 1,-,-, �� (",%, vl*� A11 . 'mj �-114 -.-� '.. , \ , �(10, I ll�t, ----,--� lk, TE. SEE DETAILS AND LANDSCAPE ,- ll,�', ��j -���,iA IX,K�.-I-11- ," a, J�,,�' 1"' r0l- 1."I '1�,I, 11"I� �%,IiKNE .� N,� -1 -4 _j I 1�1- � i 4 'S Il Al . '� 41 'Zi N tM ", M to4 ::;� �,l 11, ,� V� �11 I --11-11 �l PLANS. v'> ,ci , , , I I � . R , �,", to , ,, , --,.. > C--) t`� I ,0� , , , , ., .IN -lud,0� �, k � , ," ',� '" � -A�,",1,I �. t, � V" ,,,, il uj -4 11, I � 11 A � - � �on ,,*,s �--�A I I �, " o' ,,, � ,, , �=,,�' I'-". u L.I.. , , - I !i �l -, "! 1-,�',%,,O�� �-,.k 'ki ifflMill, IN'!1111-� ,,,, �, ,e-,11,6,, I I i _,.;�� � i� , I I ��; 11., , I . -�,Tw��, 0, it I�A, 11, A &.1-I.- 00- , �l , ,��-j �0; k "I li �§ zx �Z> ;,I I �'��,jl� 11 I�k�i,1�Vi,,,, , \1 I - �, u 0 NEW PG&E DECORATIVE LIGHT AND POLE. SEE SHEET C-2 oll � , 1 k� ] 'k'J,�� I �-� \l , , w "' I .; G "' , 1. `- ��*ll \ V, ''i , '51,21 ',""r--l" ,,""', � 1\ 'l., , , .-� -1.1--.,--'-,----j li ll�- "�-- , P , I 1. t, " i 11 I ATTERN DETAILS. 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I I;,tl -� a, - - -11 !77A. .�F S�4, . , .. . . , : ..,-- �.... , .. ,- '':....,!:, ... ., :".. .. .. :.: _::.' . .,�;,' . 1. :. : ". , , . , . I " ,: , .. ., . , " FS 868.' 5 . I , . - , , . ..I I . '. I. .- . .- .. . - '... . I , I � I. .. 1. � -L . , . ..'. 11 I : - �11 , . . . - . .. : - I ,-, .. : . ''; .- � I - ,L ,,' :,., * '" : * 7�'-�,,,,-- '. I ... ,. : I . . ''. . I I . .I ''I I , � , F 1-14T,--,---i-J-,,-j...LJ-� . �ij!. - .�. ..1 I . . I -...' .. � .,. "... ..... , I . ,� - . . .... .'I . . '' : ... : .:'. ..-1. - ' , ,:' :,. � :, . .... - . . . �l .:�---: x , , L,, Cl- ,,,-ill I , : I - . , : . L. : , �� ,. ". , . , . , � � . I . 1. .1, . ,, ,, I . . . , . .� . . , : �L' , .1, , 11 , , `�-�--- - ", � j,",L-L-Lirl,�, ,,,'A' MATCH EX. /868.46"/­�``:'-- 868.42 ; . . . 111.1-1-1-11--- -F L 8 6 7.6 1---------,-------- � -I,--,--'' , -114i-,�,IAIIIJL 1, -1. I'l , 1, 7 Lu I I .� :. �'l . , --- ,� In I ----- -1.1-1 - , I -----",---,------ I ,X---,, - .1 Y-11 J".1 '. ,l ,.' 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THE SURVEYOR SHALL NOTIFY THE ENGINEER OF WORK IF 15750A ANY DISCREPANCIES ARE FOUND. SPECIFICATION NO. C-- #-- 2. CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING UNDERGROUND . � 2009-014 1, -0 Q-- . I.-1 <�l M%% UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO SHEET NO. . I r>_� PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF m <0 --,$ 0- A> `41- r- EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF I 0 ,a, I � u % WORK IF ANY DISCREPANCIES ARE FOUND. 10 5 0 10 20 30 cn 0 \ 11 1, .c !- c D S P, � - - I � aj <D r- I I 21 3. AT ALL EW C GUTTER IS TO MATCH EXISTING 11 C � 7 Lu 1.4 %bmw(800)227-2600 ==W CURB AND GUTTER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR GRAPHIC SCALE 1 = 10' I u cy- TO CONSTRUCT THE IMPR co . 8 MAINTAIN POSITIVE DRAINAGE. N I . I 111 SHEET NO. 8 OF 45 �, ; (2) I I . I 0\1 5750\Phase I I I\1 5750AAgrdO7.dgn \\srv-siol\RlckStand<3rds\Bentl 05-AUG-2010 l6s04 .I A I I , - 0*1 -1� .. Will �=� � I 1 1 1 1 .. 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BEARING LENGTH REMARKSLIMIT OF CONSTRUCTION. MATCH EXISTING. [1 N54° 35- 39 177,87 ® N53° 22' 1 611 W 10. 00° COL ORED CONCRETE CURB & IN55- 14- 5411W 18. 71 / GUTTER. o CURB TO BE INTEGRAL WITH { ,I 0N430- 02 571'W 7. 47 > 55 N54° 35' 39°°W 156. 33-' SIDEWALK PER STRUCTURAL PLANS, SEE SHEET S-2p TC AND g. © N55° 03' 44°'W 8. 00' g FL ELEVATIONS TO MATCH g N59° 07` 21 "W 10. 03 ; EXISTING EXCEPT WHERE SHOWN rs ON PLANS. Vi CONCRETE PILASTER AND Y 1 Z EXISTING SURVEY NAIL&TIN z LIGHT FIXTURE, TYP. SEE CONCRETE BARRIER (MODIFIED TYPE 26), PER ��� �� � � � ri � � NEW AC PAVING. STRUCTURAL 10 TO BE RESET 10 �. ���, � ,, r �$ �n -__ COMMUNITY IDENTIFIER MEDALLION DETAILS ON SHEETS S-2, CALTRANS STD. PLAN N0° B 11-54 AND SHEET S-4. COMMUNITY IDENTIFIER MEDALLION " SECTION OF STREET SHALL BE W FS (SEE DETAIL ON SHEET S-2) S-3, AND S-4p (SEE DETAIL ON SHEET S-2) _ l J FS 859.08 DETERMINED B THE TRAFFIC 860.03 _M MATCH EX INDEX AND THE 'R VALUE OF _,.:.,.,.. ...,....,,.....,..-. ^.:....;.,.,,....w.,..,..,,.,.-w.... .....,:..,. ,r:.;,»...,.a.>..-«.,,,»..r,...:.: ,..a...,,,».. v„ .. ,..,:.. ,»:..<.,..., _...........K , a..r:. ✓ µ». .. FS , HE SOIL. , , N E MATCH MA EX. 859p15 � �r FS E r " • . °. TRANSITION AREA. , T2 ...► v- T2 P' TC 859.64 COLORED CONCRETE SIDEWALK. �' v TC 858.96 uj a > - w h. ,.✓ 1 v, � - w S 8.89 � , , .,, . ,^ , , . �. .......:...... 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N 2,374,473.37 c rn �r ter- v- d" ter- �r Ln `n ".n '.n '.n Q r` r- r- r-- r- r- r` r- r- r- r- r- r- 0 E 597679634.12 ° ° ° ° ° ° ° ° PATTERN TO MATCH CONCRETE � a a Q r- PAVER ENSIGNS AND COLOR JA FQ cn cn cn cn V) cn cn cn cn cn cn cn cn ' SHOWN ON SHEET C-2. ~� , - ,' »>,m,-«.«..uwa,ww.,.,,-„+n,a--i..n.,......n,:,... ..av,m..,,.a'.,.,r,r,"w•....,,.,«,.wma<,.<.«........m,m,xn,»v.,..,.,....w,..a..aaw,..«.,,v..<.,evnmree,:w«.,«.,....,«, tiT: Ft M .wd„w✓.:,_„ « . ___ _._, w..,_ `` CONSTRUCTION NOTES T1 TRANSITIONS NEW CURB & GUTTER TO JOIN EXISTING CURB AND PAVEMENT PER DETAIL ON SHEET C-1p ° 72TRANSITION ZONE: NEW SIDEWALK TO JOINEL CAMINO a L 75+00EXISTING SIDEWALK CROSS SLOPE. 0 - � - 74+00 - - _ - - - - - -- - -� T3 MATCH LINE. NEW GUTTER TO MATCH EXISTING PAVEMENT GRADES. ° o Ln 1 NEW SIDEWALK SHALL JOIN EXISTING Q E � co u- pater VESTIBULE (TYP)° Ln RECONSTRUCT STORM DRAIN INLET, (CURB � X o AND GUTTER PAN), PER ATASCADERO STD. Q a PLAN NO. 502, SEE SHEET C-1. z CONSTRUCT CONCRETE ELEC. SERVICE a COMMUNITY IDENTIFIER MEDALLION o CABINET FOUNDATION PER APWA STANDARD g f _ `t.r , .,«._ „_.__,,, .,_ ,.,_, PLAN NO. 403-0 (TYPE 3). 9 a ,.,».,..,..,»_,.««««..,..,...,..,..-«...«..-,,..,.,,.,,.w...,,..,. ,...««.,.»..,. ,.,-..,,., (SEE DETAIL ON SHEET S-2) ,�. _.,r.,_, c,� + r- y.,., V)00 i f`. 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' WFS 860,0$ co�° FS 859.04NbS 860.08 ��� FS 860.00 ✓�, u ___ � , ___ _ _,. EXISTING SURVEY NAIL&TIN COMMUNITY IDENTIFIER MEDALLION ^� , ,,°, Z MATCH EX. *:naeµ^ , �` MATCH EX° � ��<�,o�ar�.�,«�«,w a .., ��� MATCH EX. .,.,, EXISTING SURVEY NAIL&TIN (RCE 14994) TO BE RESET (SEE DETAIL ON SHEET S-2) g 7; c� w w $ FS $6O°07 g (RCE 14994) TO BE RESET CONCRETE PILASTER AND r� FS 859.12 f s Y I~- Z w _ ^= b&,. LIGHT FIXTURE, TYP° SEE CONCRETE BARRIER (MODIFIED TYPE 26), PER F, `` g uj 0 > U MATCH EX. � DETAILS ON SHEETS S-2, CALTRANS STD. PLAN NO. B 11-54 AND SHEET S-4. � 00 - '_ S-3, AND S-4p �� ��`� F- C,,.) CL 4 a i a , 11 y„ ,r °° � ,''•✓^may.„• Z L W Vim\ 0 W ) I „n raw✓ if .v'' ✓,,. <-"°'nw,= R,w-+.m 2'•.-'P^tyty •AA5 1 ) `r r. ,..* U tF.1�Lj 4✓i 0 n P 1 x F- �., Lo '.+ d ""•^a f,.., ,,}r .a<•`4 fir/ °.� W F' W Wr 0 W f! 4 DATE: 11-AUG-2010 f : ; DRAWN BY: RDH zk: NOTES; CHECKED BY: 1. IN ALL CASES WHERE NEW IMPROVEMENTS ARE TO MATCH EXISTINGTEM �t P FTHEEEXISTING H IMPROVEMENTS AND CONFIRM SHALL VERIFY THE TON JOB NO. THAT THOSE ELEVATIONS ONS MATCH THE DESIGN. THE SURVEYOR SHALL NOTIFY THE ENGINEER OF WORK IF } 15750A G� ANY DISCREPANCIES ARE FOUND.� � SPECIFICATION N0. A 2. CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING UNDERGROUND 5: 2009-014 UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF ro -d SHEET N0. �' �`� EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF AGC, WORK IF ANY DISCREPANCIES ARE FOUND. 10 5 0 10 20 30 N� � � � yy. 3 AT ALL LOCATIONS WHERE NEW CURB AND GUTTER IS TO MATCH EXISTINGCm8 ,: w ==(800)227-2600 CURB AND GUTTER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR : GRAPHIC SCALE 1"- 10' TO CONSTRUCT THE IMPROVEMENTS AS SHOWN ON THE PLANS IN ORDER TO MAINTAIN POSITIVE DRAINAGE. Q SHEET NO. 9 OF 45 0 Ll\15750\Phoselll\15750AAgrdOB.dgn \\srv_slo1\Rick$tandords\Bentley_2006\workspace\projects\CorpStds.2005_SLO\Iplot\CorpStds_2005_SLO.pen 11-AUG-2010 11x'16 ---_ _,..» _ _.,_...._. »_.,,._,__. _. ,«. ----------------------- -----------.......... _, _------------------------ ......_....-------- ___ w,.. _ - r _. -------- , _.__- ,,..,--- _.,.. _._. .............. __.,..- ----------- CONSTRUCTION MATERIALS AND FINISH SCHEDULE: TREE GRATE: PRODUCT SUPPLIER LIST: SHALL BE IRONSMITH, MODEL M4837 ROUND & M4848 SQUARE SUNRISE, METAL CAST IRON, NOTES: CONCRETE PAVING AT SIDEWALK TYP.: COLOR/FINISH BLACK ENAMEL, BOLT (2 PCS) TOGETHER & 3/8" MAXIMUM SLOTS OPENINGS TO MEET AIRY L BLOCK SHALL BE DAVIS COLORS - 'PEBBLE' #641 OR APPROVED EQUAL WITH MEDIUM FINISH AS SHOWN ON THE A.D.A. COMPLIANCE AND PEDESTRIAN SAFETY. INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS P.O. BOX 931 1. SEE LANDSCAPE PLANS FOR CONSTRUCTION DESIGN AND LAYOUT. PLANS. SCORE LINES AS INDICATED ON PLANS TO BE 1/4" HAND TOOLED JOINTS, EXPANSION JOINTS AS AND AS DETAILED ON PLANS. NO. 1 SUBURBAN RD. 2. SEE LANDSCAPE SPECIFICATIONS FOR ADDITIONAL INFORMATION. SHOWN ON PLANS AND DETAILS SHEET C-1 & C-2. ADJACENT TO ALL STRUCTURES, CURBS AND WALLS. SAN LUIS OBISPO, CA 93406 CONCRETE THICKNESS, REINFORCEMENT, SUB GRADE AND COMPACTION AS DETAILED. SEE DETAILS TREE GRATE FRAME: WWW.AIRVOLBLOCK.COM 3. REFER TO CIVIL PLANS FOR ADDITIONAL SITE DETAILS. AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. SHALL BE IRONSMITH, MODEL M4800-01 F, METAL CAST IRON, COLOR/FINISH BLACK ENAMEL. INSTALL PER (805) 543-1314 THE MANUFACTURER'S RECOMMENDATIONS AND AS DETAILED ON PLANS. 4. REFER TO ELECTRICAL ENGINEERING DRAWNGS AND DETAILS. CONCRETE PAVERS: AMEREQ INC. 5. REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS SHALL BE AIRVOL BLOCK INC., TUMBLED ROMAN, COLOR BROWN CHARCOAL BLEND. INSTALL PER ATASCADERO CREEK BRIDGE IMPROVEMENTS: (REFER TO STRUCTURAL PLANS AND DETAILS FOR 19 SQUADRON BLVD. FOR ALL MANUFACTURED FURNISHINGS, FIXTURES AND STRUCTURES. MANUFACTURER'S SPECIFICATIONS AND AS DETAILED ON PLANS. ATASCADERO BRIDGE INFORMATION.) NEW CITY, NY 10956 - PAVERS IN PEDESTRIAN AREAS SHALL BE 60 MM. WWW.AMEREQ COM 6, REFER TO STRUCTURAL PLANS AND DETAILS FOR ATASCADERO BRIDGE - SIDEWALK PAVER PATTERN: SHALL BE 8�"X 5�" PAVER &5-"X 5-2" PAVER MIX. LAYOUT GRID CONCRETE PILASTER BARRIER IL: ($00) 832-8788 INFORMATION. PATTERN AS DETAILED. CONCRETE INTEGRATED COLOR SHALL BE DAVIS COLORS - PEBBLEr#641 OR APPROVED EQUAL cri WITH SMOOTH TROWEL FINISH. SHALL APPLY CONCRETE SEALER IN INSET PANELS. o ADA DETECTABLE PAVERS. A ERISTAR FENCE PRODUCTS C/) SHALL BE PAVESTONE ADA DETECTABLE WARNING PAVER. COLOR BROWN/CHAROCOAL BLEND. PATTERN PRECAST PILASTER CAP: 1555 NORTH MINGO w SHALL BE VERISTONE PRODUCTS, MODEL #: AS - 02, COLOR: DUNE, SHALL BE HONED (SMOOTH) TULSA, OK 74116 TO BE RUNNING BOND. INSTALL PER MANUFACTURER'S SPECIFICATIONS. EDGE RESTRAINT, SUB GRADE, WWW.AMERISTARFENCE.COM AND COMPACTION AS DETAILED. TEXTURE FINISH, MATTE SEALER. INSTALL PER THEMANUFACTURER'S RECOMMENDATIONS . (800) 321-8724 .��c,� •� CU-STRUCTURAL SOIL: PRECAST PILASTER MOLDING: CU SOILTM IS A PROPRIETARY MATERIAL PATENTED BY CORNELL UNIVERSITY (US PATENT#5,849,069). ONLY SHALL BE VERISTONE PRODUCTS, MODEL #: AS - 01, COLOR: DUNE, SHALL BE HONED (SMOOTH) LOPHA E � � q w, LICENSED PRODUCERS ARE ALLOWED TO SUPPLY THIS MATERIAL, MEETING THE SPECIFICATIONS SECTION 10.18. TEXTURE FINISH, MATTE SEALER, INSTALL PER THEMANUFACTURER'S RECOMMENDATIONS . 6 PORCELANA V) "•� Q O p FOR A LIST OF LICENSED CU-SOILTM PRODUCERS, CALL AMEREQ, INC. AT 1-800-832-8788. RANCHO SANTA MARGARITA, CA 92688 r T 3 9 METAL RAIL: WWW.HOLOPHANE.COM -' m SITE FURNISHINGS: SHALL BE AMERISTAR FENCE PRODUCTS, MODEL#: M2 (2-RAIL),AEGIS PLUS PANEL MAJESTIC 2R EXT 4"GAP 20"H 6'W, MIN. 42" HEIGHT FROM WALK (BRIDGE DECK) FINISH SURFACE, BX306 IRONSMITH BIKE CK: FLAT MOUNT BRACKET, POST CAPS SHALL BE SECURED WITH BLACK SCREWS, COLOR/FINISH: P.O. BOX 10868 SHALL BE TIMERFORM COMPANY, MODEL 2170-3-P-C CYCLOOPS, METAL STEEL, COLOR BLACK. BLACK, INSTALL PER PLANS & MANUFACTURER'S SPECIFICATIONS, PALM DESERT, CA 92255 PERMANENT MOUNT. REFER TO LAYOUT PLANS FOR LOCATION. INSTALL PER THE MANUFACTURER'S WWW.IRONSMITH.BIZ o (800) 338-4766pRECOMMENDATIONS AND AS DETAILED ON PLANS. COMMUNITY IDENTIFIERMEDALLIONS: SHALL BE PRECAST 16.929" DIAMETER ATASCADERO LOGO MEDALLION, SCULPTSTONE BY Ln STREET LIGHT FIXTURE: PINEAPPLE GROVE DESIGNS, CONTACT TOM DELIS. COLOR SHALL BE TERRAIN TAUPE. SHALL HAVE PAVSTO E ' SEE DETAILS AND ELECTRICAL DRAWINGS FOR MODEL AND SPECIFICATIONS. X 20 FEMALE STAINLESS STEEL THREADED IMBED ANCHORS SHALL BE CAST IN THE REAR OF 27600 COUNTY ROAD 90 EACH MEDALLION. INSTALL PER MANUFACTURERS SPECIFICATIONS. WINTERS, CA 95674 WWW.PAVESTONE.COM (530) 795-4400 tA SIKE RACK: tm HALL BE TIMBERFORM COMPANY,MODEL 2170-3-P-G PINEAPPLE GROVE DESIGNS CYCLOOPS, METAL STEEL,COLOR BLACK. c 0 PERMANENT MOUNT.REFER TO LAYOUT PLANS FOR CONTACT: TOM DELIS ri y ,•« BIKE RACK LOCATION.INSTALL PER THE MANUFACTURER'S -" 'w' "�" �� . '` " " "" ° ' . (800) `�`' M .a" .. g . �. - 771-4595 RECOMMENDATIONS AND AS DETAILED ON PLANS. TREE GRATE, TDELISPINEAPPLE(�ROVE.COM r " �' SEE PLANS AND DETAILS rn i7G . a .�: .PINEAPPLEGROVE.COM BIKE RACK4 6r • tt CONCRETE PAVING- ou ` : SIDEWALK rN INGROUNp "` �a "" ' TIMBERFORM COMPANY o MOUNT a A" " : • . CONCRETE PAVERS, cn PAVING SEE PATTERN COLUMBIA CASCADE COMPANY LAYOUT DETAIL u' 0a Ln ' rr, (SEE DETAIL) 2•_10•• ,-�; �«. " '; .. �. . � " .p °• POLLARD OUTDOOR RECREATION EQUIPMENT }� X-12" «rte: . n "�-- a WA. 6°CONCRETE CURB, 137$ E. RICE NCH RD. 4 CLASS II r ° BASE ;^ ` �o� , .. SEE CIVIL PLANS �° a; ,- d0 <C Q .{ ,p ° ORCUTT, CA 93455 co , " 4 b ° 10 INFO@TIMBERFORM.COM (805) 937-4308 CONCRETE FOOTING wT VERIST NE PRODUCTS, INC. 90%COMPACTED " . a o ARCHITECTURAL VENEER SYSTEMS SUBGRADE a« P.O. E30X 1488 C' OR PER w GEOTECHNICAL �• 4, 6„ SAN LUIS C)BISPCJ, CA 93406 j REPORT "CONCRETE CURB WWW.VERISTONE.COM EDGE RESTRAINT CONTACT: CRAIG CARLSTROM L SECTION PLAN (805) 545-0030 U J W ME Q 4 BIKE C✓ SECTION WD °6 NTS Cl.. � W 0 D SUNRISE SUNRISE �--- C? W TE: MM3ELSHOINN: OTE: W CJ U �+°aELS"�'": 837 PLAN 1. COLOR/FINISH BLACK ENAMEL U)1. COLOR/FINISH BLACK ENAMEL �, GRATE 1-3/4"X1-3/4"x114" HALF ROUND HALF 2. BOLT 2 PCS TOGETHER, SEE STEEL ANGLE SQUARE TREEGRATE TO MATCH GRATES. C/) Z . FRAME DETAIL 1, S HT. C-2. INSTALL M4800-01 F Z �--- PER THE MANUFACTURER'S Lh : e 4 4d. RECOMMENDATIONS AND AS °.. . .. D 1/2"NELSON STUD A FRAME JIG WELDED W DETAILED ON PLANS. : " ' WELDED TO FRAME , . 4. FROM 1-3/4 x 1-3/4 x 1/4 �M l Z 1-- 3: 6W _ STEEL ANGLE PER ISI{Imo{I ISI I ISI(I1 I ISI I I-f I ISI I{ I ASTM A36 t-- Z Z 4, 14F-4'r-4'r �f I ISI I ISI 11-1 11=1 11-1 I I.�. �I I i' 1!c I!-I{I—III--I((-1 I(--)I I--I I_I I( i ANCHORS 1/2" NELSON L-Li w O 1 1/4" �l i i 1 ANCHORS MACHINE i illI ( 1t} 0 1e R>»s � lllW (, WELDED TO FRAME � 1 1/2 ' RIBS n V7 Ve' x 1' x 1/41 TRICK GRINDING PADS FOR 1/2'' x 1' x 1/4° THICK GRINDING PADS FOR LEVELING -- TYP. 4 OR MORE PLACES. LEVELING — TYLE. 4 OR MORE PLACES 7/16 TREE GRATE FRAME INSTALLATION DETAIL FRAMES CAN BE HOT DATE: STANDARD CONCRETE ANCHOR GRATE �E VWEG , use DIPPED GALVANIZED WMEL MR. MEM OPENING' IBM Aumm" RUME INSTALLATION DETAIL AND/OR PAINTED TO 06-AU --2010 eu UW M36+48 36 12,'20 100 48 M360OF MATCH GRATES DRAWN BY: aft-WMO�N,. ria F, ANNUM F99M M4848 1 48 16,24,35 330 103 M4 0OF M3837 9§ 12go 1101 440 M3601F M5674 55 16,24,38 368 132 M560OF OTHER INSTALLATION B L M M48373a 48 18 2495 220 79 M4801 F M6074 W 16,24,38 390 940 M600OF CO N FI G U RATI ONS 60} 1 24 2 '117 Mta"t�01 F M7264 72 16,24,38 209 M7'20OF AVAILABLE CHECKED 8Y: 483/4+0 JCK 0 Gast with 1/2"maximum scot openings to meet A.D.A.guidelines. -1/8 ■ Slot openings tar from 3108"to 1AC Maximum to n*et A.D.A.guidelines. Tme opening can be expanded to aacommodste growth or JOB N O. ® Tree opening can be expanded to awomrnodate gmwth or with the larger opening. SECTION ordered with the larger opening. N Available in cast grey iron or cast aluminum these x !� 15750A • Available in cast prey Iran or cast aluminum the ti�x 1°��, Grates are destned to carry pedestrian loads only � Grates am designed to carrgt pian loads only ,� ""�, ® Aluminum grates should be Installed with frame and SPECIFICATION NO. • Aluminum granas should be installed with fame and pffm proof Mite to preved unauthorized removal. - pilfer proof bolts to prevent unauthorized removal. ® For costing options,ply see sedlon on"Finishes". 2009-014 • For 000Ung options,please sw section on"Finishes". �',� �'� $� �� This drawing embodies a confidential proprietary design of IRONSMITH Palm Desert,CA,All design,manufacturing,reproduction,use,sale, IRONSMITH and other rights regarding the same are expressly reserved.This drawing is submitted under confidential relationship for a specific purposeand 41-701 Corporate Way#3 SHEET NO. the recipient agrees by accepting this drawing not to supply or disclose any information regardingitto any unauthorized person orto Palm Desert,CA 92260 IRONSMITH incorporate any specialfeature peculiar to this design in other projects,The information disclosedinthis drawingmay be covered completely or (800)338-4766 �600�33 .755 IRONSMITH FORl7$C,�1P� HITEI�RE in part by patents pending (760)776-5080 Fax FSR E r�CRHl7'E!�URE . ........... TREE GRATE — HALF ROUND — HALF SQUARE SECTION HALF ROUND HALFUA TREE GRATEF SECTION NTS NTS SHEET NO-10 OF 45 MATERIAL SCHEDULE ABBREV./SYMBOL DESCRIPTION PA PLANTING AREA (SEE LANDSCAPE PLANTING PLANS) a� CU-STRUCTURAL SOIL (SEE NOTE NO. 6, DETAIL 1 SHEET L-6, & SPECIFICATIONS SECTION 10.18 FOR ADDITIONAL INFORMATION) P SCORELINE TYP. z 4 (SEE CIVIL PLANS & DETAILS, SHEET C-1, C-2) 0 KEY MAP AND REFER TO LANDSCAPE PLANS FOR LOCATIONS) NTS► EXPANSION JOINT TYP. (SEE CIVIL PLANS & DETAILS, SHEET C-1, C-2) AND REFER TO LANDSCAPE PLANS FOR LOCATIONS) s CONCRETE PAVING Qw= n a (SEE CIVIL PLANS & DETAILS, SHEET C-1, C-2) CONCRETE PAVERS 04/0 EXISTING BUILDINGS EXISTING BUILDINGSET C-1 C-2 (SEE CIVIL PLANS & DETAILS, SHE , ) c: STREET LIGHT FIXTURE SEE ELECTRICAL DRAWINGS j 4 TREE GRATE RA ME- 0 (SEE CIVIL PLANS & DETAILS, SHEET C-1, C-2, (D0.0 x LANDSCAPE DETAIL SHEET L-1 & L-6, AND 00 ELECTRICAL DRAWINGS FOR TREE BOX OUTLETS) an�2 a , o" �� � 0 �.�.�.. Q BIKE RACK �L FE .. h ., 5 �, , (SEE DETAIL 1 , SHEET L-1) Lu rn s_ � a L u O TRAOFFIC"WAY , �n z vi �- Lo <BID ALTERNATE LIMIT OF WORK h t n co sn Ow EXISTING LIGHT FIXTURE TO REMAIN 0 (SEE CIVIL AND ELECTRICAL DRAWINGS) c� 5 2 4 1 3 5 2 5 1 4 2 3 2 4 1 2 3 wa .......... ....._.-.w.._........... .R,,,,..,.,............... :.a ,..m NOTES �- °., �� < 1. SEE SHEET L-1 FOR FINISH SCHEDULE AND DETAILS. , jj _ 2. ALL SYMBOLS AND CALLOUTS ARE TYPICAL. LL_- _. _ H Al tN ALIGN W I AN IN L : , .: .. .... ... .. SHOWN PAVEMENT DIMENSIONSREFER TO CIVIL VERTICALAND HORIZONTAL CONTROL PLANSui.. : . CL LLI f'."" J � � >° 4. REFER TO CIVIL PLANS FOR ROADS, MEDIANS, CURB AND GUTTER, BULBOUTS,RAMPS,AND - ' AL PACE - ------ 4' 7 EQUAL SPACE 4' ----7 AL SPACES 4" 6 E UA sP E °� EXACT LIMIT OF GRADING. � � � QUAL SPACES 4 5 EQ SPACES 4 QUALSPACES 4 7 EQUAL U) Z 5. REFER TO LANDSCAPE SPECIFICATIONS FOR ADDITIONAL INFORMATION, REFER TO CITY OF ~ 0 W O W ...� L a m IT 'O'q' ATASCADERO STANDARD SPECIFICATIONS AND DRAWINGS AND ATASCADERO DOWNTOWN LU F— F m OF WORK DESIGN GUIDELINES FOR ADDITIONAL REQUIREMENTS.BI ALTERNATE J EXPANSION JOINT ryp. EXPANSIOf INT TYP. ALIGN WITH EXISTING 6. REFER TO ELECTRICAL LIGHTING PLANS AND DETAILS FOR CIRCUITRY AND FOR COMPLETE W ® Z FIXTURE SPECIFICATIONS. O SCORE LINE � � � .� R � z �- ALIGN WITH EXISTING 7. EXISTING INFORMATION ARE SHOWN FOR REFERENCE ONLY.THE CONTRACTOR SHALL BE O O SCORE LINE RESPONSIBLE FOR VERIFICATION OF THE LOCATION OF UTILITIES IN THE FIELD. Lu 8. REFER TO IRRIGATION PLANS FOR SLEEVING, CONTROLLER, BACKFLOW,AND VALVE BOX ►�- a w LOCATIONS. ® EJ- ~ EXISTING BUILDING 1 U o z 9. CU STRUCTURAL SOIL: CU SOIL T11 IS A PROPRIETARY MATERIAL PATENTED BY CORNELL w Ay UNIVERSITY(US PATENT#5,849,069). ONLY LICENSED PRODUCERS ARE ALLOWED TO o w tz _ SUPPLY THIS MATERIAL, MEETING THE PROJECT SPECIFICATIONS SECTION 10.18. FORA o.-. cn LIST OF LICENSED CU-SOILTM PRODUCERS, CALL AMEREQ, INC.AT 1-800-832-8788. DATE: 00--AUG---2010 DRAWN BY' BLM CHECKED BY: JCK Job No. 15750A SPECIFICATION NO. 2009--014 10 5 0 10 20 30 ��G O � SHEET NO. GRAPHIC SCALE 1"= 10' (800)227-2600 L - 2 SHEET NO. 11 OF 45 ----_ _ _____-_. .______-...____ . __ ___,_ ___-___.__._____._w.___ _ _.______ _ _ _ �. __._� ___ __mm _ _ __..__.__ __. _ __..______ _----- _ ,. _p_-__.-____________-_____w____.___--------------------_.-_ ' s - ' r - � ' - - ' ' - , ---- ' ' TRI~s'V18EON19 APPPEt}lIA LSI APPPTvL71VAL.S RLLV141Lom -APPROVALS APPFiiOV1U.13 111E RI0C IBY DA-T'E OF-scF4"Cam A-Iml Im C,iRIIP4'IEim I HDSL I DA"L"E JAPPRCAMO ER9PrTFClIidB t31f tCYA"fE ROVED rINOMSPACC ' BAWOUT E7tIST. q`• - PAYMENT SUITABLE NATI49w 1LLI>RICAT� AL1fra BP,CIITFIU_ 1 VMH LOMM OOVISROtOTTER b• t` EWAGGREGATETYPE2 1 REF L.9NCAQ EK K VALVE O M O L#K W S PALN?IJ MIITIER � �y»,i:." tfErECT•�T�9E�isl UEj pE(6CT•hTi4PE� ('ABOK PIPE !VALVE#W0 LMDILPAIRLT) AMON :" •' SOH 40 PVI I"LM VA IcPIPE +AIIM OVALU6 L6MYIM ---�^ _;fig;' LATERAL LINES OR 4Q1,lA 47NI$FIgA01UAE +'•r•-.- , SLdrdDLE[ANTRLlLL6R � T50N8TRaLLEIRWIRE5f3 NpR WFIPA �� LINE prm MAIN L.ILLS 8(7L'E7�4fTE SIDE dia ►r FiiC%18 Sritwo jolKv EXTENommd`'!5�,+'�, ,r �'1`\, ` , 8 -LATE AL4 PAN a 1..sulm amEAs amwm tr Ama" --(XII(c A,SN Nis: VLA 9T'A•i1 �L ICER } VALVEF SLEEVE M HE i GWATERY 1ANTW LARI4N0TJL?A +, Lld NOT 7APE e b CIN DR WINGD QR P OF TKANCILCAWPIPE SLOW YVI 8t4L.84 PI00 LMNQN WE"TO MAIN LINE 1 SwEvEs WOWED i;glL f NMM. IROTAKIMSS BROM ONEACH E011BdER UNDERMLPAVEDARIE A MAIN MWS MEEVE TFC NX9, pm UNDER PAVEMENT i�11ptL MseI lNl80x "'•gyp•`.,w rt• "yw1y w. ; �4I.T-TI3IAMJ• V9� � 50AT EACH MO -,"•gU`Rt7,J �a°��My+tKt• (LITA'TG�1®E .VAT.VIs &M OE TNENC7 I FINNISH GRADE ' {tMtASREfBJiGlEtl•i'fDALELfNY'AGSgiIATE i7EiFJE1TEa BMJ.VAS.VE -:n,• ION C#P Lo GNE0RNM O cr ms" {w: .� �:r}t, FINdSH A1dME VALVE MSPF=k''7FJ �iN91�f�NEACH k'.LR ~.r�r.. •'yam• .AQINTit•G'Anl .•�,5.:. 'Y• Vow 11T'Lt!!5�QALV:TFMRLAa � L74C TL4PtE I� d•,+ i (/� �ITt1N f GdA,*QCVWLETB� `; f- _ 14ATME B` AE�T.A.TkPE ' Lli hTAPE L&$'i3Itr411E1 GLEAN SILLTAKA 9C UND& L#A1181N1F � NETTING � „@Aly/. s i�i•; '°; AT �zPM PR'G dl;1'AILL< .M1.�.(.••t"•,' :=' •',ti•--�'•. i.V�i.UI -,�:• Idi�l,9°Jyll.od1�•cTxaL�L1 7 •��A. lLtPPLYLJNI; IPif�E101d1@ P LLB C9YSd, Pva LAT'ERIAL LIME �E LATERAL LINE POWER APPLY TRENCH � AKiTIw '.d�T'U�•e>apm�N gixN7+BIpF.�QFYACVL: Q` � 7, *RV8RAMN0T0MNWr4NDMtFVALVF. THATALLIgIHfS"L8t8N1UL#�FRS�ATiOPtyEPIRE N.r.®. w r� i arcTd rA 0F02•I4w P+ aT+r�d1F ToTCIPo1Eaff-o l Q, P1PE Ti?;9DP d9F RIU1-0Ltf e 2.L=TGRAN TAPE ALL F11 'mac '°+ � �� 0 m � Z L TAprzraftuE TTM+ L mm „�; ca t USE EMN TAPE ONALL 1.L3ht.'NFII,UNDER ALL HOLT8S7=,PAVIFK#�TOtkS9f, t� � �v-a) 00 0 Q QUICK COUPLER SHALL BE RAINBIRD,44-LRC WITH YELLOW CAP. L d�LATALERES Lr>N PAV RJMI*M a Q c p I ALL 4'+gN1TtQL WTREs urea PAVPIE 8t#AEE,8E S.E£VEL).QCTNTRSOL , m WIRE OUNpLL3 SH4LL BE TAPED EVERY 14 FT.09. 8 RML UNE EREK WI THAN 7 j�DIA.BHAL.L MME THMJST O AT P oda SIJ.1 MISRS.TEES,ACAP8 PER STANDARD DRMMNGId+'T. PRFIIMIPIARV • d GI tE 1 CIMPA1 EDRAWMM CITY OF DEPAMM ASCAIDERO L7RAliVLIUt3 MCS. Blum m ENTMINEMNNO D�EPA NIE L?RA{MNO NCT. hi6t9At EN ICV NEIERING DEPARTMENT DRAISV1Lti1tI h10. `��7 Fv� r +ItMiNLT d�W/1RT8NITEIVP ESSJCRLeitSt Lt31VE1]E31Y: Em SIM Big EPATe TYPICAL TYPICAL QUICK �,, TYPICAL '..gg IRRIGATION NCH I-1 AUTOMATIC CONTROL VALVE �Ft COUVALVE � PVC,BAIL VALVE LL's E: DETAILS 1+11.�fAK3 "'' T T t�, 1 I L VI NG � vCA 1 TI T L V LV SECTION I �-°° LV SECTION V A.LL VAL E SECTION SECTION 4 NTS NTS NTS NTS a 0 � ,r SEC TI TREE POST-- /—ELECTRICAL RECEPTACLE, TREE SEE ELECTRICAL DETAILS, SHEET E4. Lu TREE GRATE, SEE DETAIL 1 SHEET L-1 CARS( w1/ "CONDUIT CAP ON TOP CONDUIT SHALL BE V) �h I r, Ldp FINISHED GRADE, DED TO EQUIPMENT GROUND < � TOP F TREE o p T... ELECTRICAL CONDUIT BUBBLER HE — CL- TWO (2)PER TREE < � � LJ.. �Lol q Lo , "'i I -0504-4F RUBBER FLEXME co I— —1 L o Q IS ( 112" NPT F'IPT) �� R�: SET BUBBLER HEAD 3" - CURB FACE �. ABOVE FINISH GRADE. a A d9 1/2" 1 " . 0 O 1 ell PVC NIPPLE ° "-'.°°:...°-.400le "��, ,, `'�,�,e°�` � ° ��`� �. a . ., , ` • •�. . el VN ° , . `.� .° CU STRUCTU SOIleeL PVC LATE L LINE ` ,� ®° SEE DETAIL 1, SHEET L-5 Xl 77;, °"m�` � °', x0l °` �` ,�' � k ANIS SPECIFICATIONS. PVC S►CH. 40 ELL U) Q z -i = ui .�.. T 1 LE SECTION CL ` �<-- NTS W Z) W Z W Z z u 0 ® w Z o �. CD Fz ® w o w a- v) DATE: 06—AUG-2010 DRAWN BY: BLM CHECKED BY: JCK JOB N0. 15750A SPECIFICATION NO. 2009—"014 SHEET NO. L - 4 SHEET NO. 13 OF 45 --------------.___p. �mn....M.___-__. __.._m4.. ......... ---------- F LEGEND ABBREVIATION/ DESCRIPTION „. SYMBOL CU-STRUCTURAL SOIL (SEE NOTE NO.12, DETAIL NO.1 SHEET L-fi, &SPECIFICATIONS SECTION 10.18 FOR ADDITIONAL INFORMATION) 4 N � PLANTING NOTES V) 1. ALL SYMBOLS AND CALLOUTS ARE TYPICAL. KEY MAPs N # 2. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. w N PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN QUANTITIES _ AND SYMBOLS SHOWN. OK 3. SHOWN ON LANDSCAPE LAYOUT DRAWINGS ARE FOR REFERENCE ONLY. FOR COMPLETE Q �� 4 w �nq NPAVEMENT DIMENSIONS REFER TO CIVIL VERTICAL AND HORIZONTAL CONTROL PLANS. Q ec ' ° erop, ci'a a Cp7 0 0 0 4. 00 EXISTING INFORMATION ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE 2 ;c � F UTILITIES RESPONSIBLE FOR VERIFICATION OF THE LOCATION 0 U IN THE FIELD. EXISTING n EXISTING BUILDINGS BUILDINGS , 5. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY SOAKED. 6. FINAL LOCATION OF ALL TREES SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. Moeel�s' ''' rte'" °� °�"'•� ,�" ,.�" a~.�m�x... xb ..^r' "'"'"'ev �P 4 Ute,,,. '"„ �,.�'' n+„,w",,,r^ ��+' .w^'v4' fie'`,' �""`�'"� ,�,•w,",°„�,-�^ .,�'�,*' l- 'd-0 7. STAKE TREES IMMEDIATELY AFTER PLANTING,AS INDICATED.THE STAKES SHALL BELn DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF �, x THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE r %%0X0 FASTENED PER DETAIL. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER t "� .. .M STOCK. .� m 8. ALL TREE AREAS BELOW TREE GRATES, SHALL RECEIVE (2) INCHES OF DARK,SHREDDED 00 BARK MULCH, SEE SPECIFICATIONS. � 9. SEE LANDSCAPE CONSTRUCTION LAYOUT, SCHEDULE, DETAILS,AND ADDITIONAL NOTES. c7 O .......... ��.� _.�._._— _ __.���..._�_.��_n�� ��.-� �.� � ��� �_� _„�����,�� � � 10. SEE IRRIGATION PLANS& DETAILS FOR ADDITIONAL INFORMATION. � �� ` ”" wr.w.`w•^"" � 6..,ee>ro,'vfuvemxS' Fmww...�:. 'itp M.h � :✓ V w� aK "ro n w n" �""" tY REFER TO LANDSCAPE SPECIFICATIONS FOR ADDITIONAL INFORMATION REFER TO CITY mr, .. xa� x �� ,R� ,... .. n � . _� �r.. ....�n... - - . ...,..�.,..�..M .M ..�� . .�nn.� .,.,n.............. � � . . x .....�x OF ATASCADERO STANDARD SPECIFICATIONS AND DRAWINGS AND ATASCADERO p u DOWNTOWN DESIGN GUIDELINES FOR ADDITIONAL REQUIREMENTS. o 12. CU STRUCTURAL SOIL: CU SOIL TM IS A PROPRIETARY MATERIAL PATENTED BY CORNELL U. 0 © � m UNIVERSITY(US PATENT#5,849,069). ONLY LICENSED PRODUCERS ARE ALLOWED TO m c Lo 0 TRAFF—l " WAY SUPPLY THIS MATERIAL, MEETING THE PROJECT SPECIFICATIONS SECTION 10.18, FORA � ` co w �_.M .��mta �W�tl LIST OF LICENSED CU-SOILTM PRODUCERS, CALL AMEREQ, INC.AT 1-800-832-8788. w x Q � �n�w M� i c u— �n BI LTEMNATE ®� w.. �"� Limm"IT %fi*%F WORK xx ------------ 11 1-1---limill I'll MIN 6 LONDON PLANE TREE � 0 241' BOX PLATANUS A ERFOLIA - w � U) w ao aa� qy. '`� (( �' _ x..xaR.' �M vUanus�n�L m+.a tir n � ' s +nm w , w $ g >3M > r v x � ....;: ':::....:W7777 LLI �rf:x&ww., w...% ,_.451E RY 4 BAA�':T9asl'�9R5.KHF yr „ /\/�///IIS/\ ...:.. „A5..e.. S..na,"�n�das .... :: ....,.. ;...., .':' :.� :'. t� ,�P u,.. ..... :.,::. :....:.. rx. ma ww lol JL .:.:-..: :�...; I ... .. .I ..r..x..;w�nxx xwn aamx w.w� vn nx .m,v r...ra... w..m..., mu mw.nv�no-mi u �.::+Anna v.xm�.....�.x+m ...,. rm •s .,.a+.n,�m,..n �^'++^^ � � .:gyy�'.:,.:,.- nnn,wmmww„w,d .n.n n«nn rrv•..w«.«...+.»..«.«n ...wnr,.,,, nm,mn.wn+wwn MJ,M.MnM:. �f}E� H^�� ,sxeen�+.:•+' ,.... :,..e:.,.,u.:. n:un.nrvvnw,xn m,w.mnn.n,w•.ey. ,- Mf....; %MM9'eagA'pP�rn x„w,wa.,unn,w wnwm nwmw,+.w n,wm«vn.Nm:,nww N✓IA -. :NX: m m.,: ¢ T.. '.. f " '"i:,F 3 I _ w LL aw •'' °� �. U z Oman NUNN no= anon mum ANN= 19mm ... U) was= mi am= mom no= �""- O 1 R- K j < L T E"R"INATE Ll MIT OP%F WC' W D co ® VJ ..6n�: . L coW ( z z O O �- �' w C.) Z J z W P:: FJ- Lim O O �- EXISTING BUILDINGS W ® F— " U W C� Z CL (I) DATE: PLANT MATERI..,.�� H E D U L E 06—AUG-201 o DRAWN BY: —, BLM TREES PLANTING PLANTING ALL TOTALS SHALL BE VERIFIED CHECKED BY: SCIENTIFIC NAME COMMON NAME SIZE REMARKS MIN. HT. MIN. SPRD. N vi JCK U JOB NO. PLATANUS ACERFOLIA'BLOODGOOD' LONDON PLANE 24" BOX STRAIGHT TRUNK/FULL &BUSHY 8'-9' 4'-6' 6 15750A c A �- o SPECIFICATION NO. 2009-014 10 5 0 10 20 30 � ®�� SHEET NO. N SES } GRAPHIC SCALE 1"'= IV (800)227-2600 L - 5 SHEET NO. 14 OF 45 __.____...._M_...nm E CTION PLAN j (2}TREE TIE 6" BELOW TOP OF TREE STAKE OR,6"ABOVE BENDING MOMENT OF TREE 1 CINCH TIE,BY V.I.T. PRODUCTS,800-729-1314, OR APPROVED EQUAL. ,-.----SCORE JOINTS, REFER TO PLANS FOR 2®®THICK BARIC MULC -�'"'"'"'T E--SEEP TING PLANS LOCATIONS. � c (2)1W LONG LODGEPOLE PINE 7 EE STAKES-KEEP CLEAR OF ROOT LL CU-STRUCTURAL SOIL,SEE NOTE CU-STRUCTURAL SOIL cn SEE NOTE ----------TREE STAKE PARALLEL TO STREET g � " - :° . - ° " 4; w -----""""M (SEE PLAN VIEW) TREE TRUNK CENTERED IN TREE GRATE � tg T E TIE SEE OVE CONCRETE PAVING-SIDEWALK } 8 nx sa p,. ax CONC. CURB AND GUTTER ' 7- 7177 . " x = n BOLT 2PCS TOGETHER PER. — SEEP a PLANT TOP OF ROO ALL a ,...---r-- { } i 1"ABOVE SOIL LEVEL s MANUFACTURES SPECIFICATIONS " " Q�v STREET TREE GRATE—SEE PLANS . . r o Cl x , ; Y CONCRETE PAVERS `-' r CONCRETE PAVING SIDEWALK :« °c ID o ° CD CONCRETE CURB A . +++ ...t+uxx xr x.P m AM 4^A^ 8 ` " lt TREE TIE 6"BELOW TOP OF TREE STAKE OR, , TREE GRATE, SEE PLANS AND DETAILS PLANT TABS PER SPECS. P 6"ABOVE BENDING MOMENT OF TREE EXISTING SUBG DE o (2) 1 Ol LONG LODGEPOLE PINE TREE STAKES TREE GRATE FRAME,SEE DETAIL AT EDGE OF TREE GRATE OPENINGS 4 NOTE: CU STRUCTURAL SOL:Cts SOIL"'IS A PROPRIETARY MATERIAL PATENTED BY CORNELL UNIVERSITY(US PATENT#5,849,069)» ONLY LICENSED PRODUCERS ARE ALLOWED TO SUPPLY THIS MATERIAL,MEETING THE PROJECT SPECIFICATIONS SECTION 10.18. to FOR A LIST OF LICENSED CU-SOILTM PRODUCERS,CALL AMEREO,INC.AT 1-800-832-8788. tG 0 0 w v A S r s cY5 tiG �' T T1 a �' _4� NOT TO SCALE-ELEVATION u rg c d �. o , Ln uic Ln iQ r- ei x Q r. 60 cis yr 0 C) W � 0 c W �. U) TT� W0. .� Lli W 0- 0 r � C) p U W �...., W W 0 ct :D F- z VJ v✓ �,�! z 3: Z Z 00 --- �""" 0 z IWJ- Z p Q Q U � ® W 0 W C� Z a- V7 DATE: 06—AUG-2010 DRAWN BY: BLM CHECKED BY: JCK JOB NO. 15750A SPECIFICATION NO. 2009-014 SHEET NO. L - 6 SHEET NO. 150F 45 F " BRIDGE" LINE 51 ,_0„± 51 '_O„± 84,_O"± EB BB 31 '_4"± 31 '_4„± z a 1 ,_0„ 10,_0„ 40,_O„� 40,_0„� 10'---0„ 1I-01) w cr STAGE 1 f 31 '_0” 31 )_0)$ STAG E 2 CONSTRUCTION �oF Ess,I, CONSTRUCTION P TYPE 26 BARRIER 3 3 z 1 W ' DECORATIVE EXISTING SIGNAL o. 49652 L Exp. 09/30/10 RAILING, , _-____.. .. ______ __--._....___ _ ___._ _____ ... ________-_.___ ._ _._...�__ _.- ._ __-.._____. _. ______..._ _ .____.__-____ ,___�_., __ _ ___.r w___---� _�_ _---_ -- �-- ---- ___.__-,� INTERCONNECT N N ECT TO B E -, �j� �___.� SEE NOTE 4 9 TYP ____..� _.__-._ __ _.__._. _ __ _._. _____� r___-_ .w_ ____ ,r.__,� -� s�. �::.:.. _._A RELOCATED INTO SIDEWALK ATF o� ,F �F C AL XISTING BRIDGE, TYP Datum EIev=820.0 74+00 75+00 ICLET'I0 ELEVATION SCALE: 1 ”=10' �1 04 W F � 0 c0 I, CN Mo .� CN t A B C B A O 1 GENERAL NOTES N } I 1 N L.. - _M_. _____ __._-_____.___ N___._____.._____ ____ ___-__ LOAD FACTOR DESIGN U DESIGN: 31 ,24' LT 73+51 ; 1 2Bridge Design Specifications--April 2000 (LFD) BEGIN CONCRETE A 39.17 LT 76+Q2 1996 AASHTO with Interims and Revisions by Caltrans) BARRIER (TYPE K ++ L � ! END CONCRETE I BARRIER (TYPE K) 3 LIVE LOADING. 75+72.74 BC HS20-44 and permit design load. 74+00 S 54°35'39” E 202.96' 75-0076+00 �"' EXISTING CONCRETE: � W fy = 44 ksi u! f'c = 5.0 ksi <C 73+69.78 EC 74+15.43± EB I 74+99.37± BB jNEW CONCRETE: U) 33.36' RT 73+50.77 i 3 j 31 .00 RT 75- 14.58 fy = 60 ksi W I BEGIN CONCRETE i END CONCRETE f c = 3.6 ksi d- O <[ BARRIER (TYPE K) n 8 <C � BARRIER (TYPE K) 1 20 CL ------------ N otes Cn {.- 49C 0430. W f 1 PAINT BRIDGE NO LLJ man _ __--_-_ _-: ---__._.__-_._-.._.._._ __ __.__ __-- 2. PAINT BRIDGE NAME ATAS CAD E R 0 CREEK BRIDGE . I— II' 3. TEMPORARY CONCRETE BARRIER TYPE K). FINAL CONFIGURATION PER I— l� METER PEDESTAL, __;_- APPROVED TRAFFIC PLAN. W S El" ELECTRICAL PLANS CONCRETE PILASTER / � 1 �,' CITY PULL BOX, \\ \t� �I �; 4. EXISTING CONCRETE BARRIER TYPE II TO BE REMOVED F-- 4 I AND LIGHT, TYP � /� _ ,.� � SEE ELECTRICAL PLANS, TYP , . _ ;- r ,,� +I AND REPLACED WITH CONCRETE BARRIER TYPE 26. _ I 5. WHERE REINFORCEMENT IS TO BE BONDED INTO EXISTING CONCRETE, 0 rfv_ INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 83-2.021)(1) _j I-_ ui j+ qir 0 ,'` OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION i= STANDARD SPECIFICATIONS DATED MAY 2006. IF REINFORCEMENT IS �- �� ENCOUNTERED DURING DRILLING OPERATIONS PRIOR TO REACHING O SPECIFIED DEPTH, THE CONTRACTOR SHALL STOP OPERATIONS AND 0 0 _ NOTIFY ENGINEER IMMEDIATELY. a- U' 6, THE CONTRACTOR SHALL ADHERE TO THE CONTRACT SPECIAL DATE: PLAN PROVISIONS, CALTRANS STANDARD SPECIFICATIONS DATED MAY 08/05/2010 2006 AND CALTRANS STANDARD PLANS DATED MAY 2006. DRAWN BY: 7. SEE SHEET S-3 FOR SECTIONS A--A, B—B & C--C. NORTH SIDE OF BRIDGE SHOWN, SOUTH SIDE SIMILAR. NWJ 8. CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS ON ONE SIDE OF CHECKED BY: NOTES: _ BRIDGE AT ALL TIMES DURING CONSTRUCTION. STANDARD PIAN SHEET NO. KJR 9. THE CONCRETE RAILING (TYPE 26) AND PILASTERS SHALL BE JOB NO. 1. TOPO PER EDA TOPOGRAPHIC MAP, DATED DAVIS COLORS -- "PEBBLE #641 OR APPROVED EQUAL. 821/06. R VIDED BY THE CITY OF ATASCADERO. P O SPECIFICATION N0. 2. IN ALL CASES WHERE NEW IMPROVEMENTS ARE TO 2009-014 SUR7CH VEYOREXISTING SHALLIMPROVEMENTS, VERIFY M ETELEVATIONTHE NOFRTHEION DETAIL N SHEET N0. SU EXISTING IMPROVEMENTS AND CONFIRM THAT THOSE ELEVATIONS MATCH THE DESIGN. THE SURVEYOR 20 10 o Zo 40 60 SHALL NOTIFY THE ENGINEER OF WORK IF ANY NONOW S DISCREPANCIES ARE FOUND. <800)227-2600 GRAPHIC SCALE 1"= 20' TOTAL NO. OF SHTS: A5 0 ®«a®l• �••tuw'' �®e�e�eon���rit ��.a»awa���r�ewo /moth t®,Atsl�sP/0��19�1��M►R t + 1�A1M�ii��61 fte/day/yro Nva; - _ _ _ _.,_.._ _...------- � - ^ �c ° . . . " , 1 10 1-0" 3 99 TYPE 26 BARRIER (MODIFIED) `° W/ DECORATIVE RAILING EXISTING METAL RAILING w lJ i TO BE SALVAGED, TYP ;,� z _ EXISTING GUTTER PAN #5 DRILL & / BOND C� 18 1 " CHAMFER, TYP TO BE REMOVED 2-4 CONDUITS w� � - EDGE OF SIDEWALKC6_ 00 .. .. i _. _.... i 1 I i NEW GUTTER PAN, SEE ' 4„ FOR SIDEWALK REINFORCING 49652 SHEET C--3 FOR DETAILS lop 4" CL II BASE AND DIMENSIONS NOT SHOWN, ry Exp. 09/30/10 f i S��T CIV4\- EXISTING RETAINING WALL SEE B1 1 --54. NOTES 1 & 2 �OFcAl-f \% EXISTING RETAINING WALL DEMOLITION CONSTRUCTION SECTION A-A SCALE: y2a9w 1 9 09a O 1 9099 10 X099 (U -3 as � 3 ®a U 0.� h 00 /t_ w �L0 f -- EXISTING METAL RAILING TYPE 26 BARRIER (MODIFIED) c° 0 TO BE SALVAGED, TYP W/ DECORATIVE RAILINGcl- °U EXISTING GUTTER PAN TO BE REMOVED w ® E #5 DRILL & wI c� v , __ BOND C 18 1 CHAMFER, TYP 2 4 ' CONDUITS N o f EDGE OF SIDEWALK w w w N NEW GUTTER PAN, SEE SHEET C--3 EXISTING RETAINING WALL 9a i FOR SIDEWALK REINFORCING FOR DETAILS 'n 4 4" CL II BASE AND DIMENSIONS NOT SHOWN, SEE Bl 1 --54 NOTES 1 & 2 ' EXISTING RETAINING WALL W DEMOLITION CL � TRUCTIO =' Li < C/) cl- I__ __j SECTION B—B Q W < CJ © I--- SCALE: y2"=1 a_Daa W 1 9 ®99 109099 W 0 _ NOTES: W Q� W ::D (_Dn1 . CLEARANCE TO TCP REINFORCING IN SIDEWALK SHALL 3" CI) O BE 1Y2" 2. REFERS TO CALTRANS STANDARD PLANS DATED MAY, 2006. EXISTING METAL RAILING TYPE 26 BARRIER (MODIFIED) J 0 TO BE SALVAGED, TYP W/ DECORATIVE RAILING 5 DRILL & BOND @ 18 F- �- LEGEND. / I � w #5 DRILL & w 0 O "� ._ _- ,.___ _._. _ 2—4" CONDUITS N a. n T , __. F--. _._ ,.__. -- BOND � 18 1 " CHAMFER, TYP EXISTING CONCRETE REMOVAL / 7,/ % ;'�',' ' ' ' /'� DATE: / .__- -_ _.:_...�'. _ �_.__ '' . __,'`/ /; '-1 ._..__. - -- EDGE OF SIDEWALK , 00 08/05/2010 DRAWN BY: - l06 NWJ � s c CHECKED BY: 1 4 Lo „ KJR NOTES: _____._,�__�__._i _ FOR SIDEWALK REINFORCING EXISTING BRIDGE i f JOB N 0. 1. TOPO PER EDA TOPOGRAPHIC MAP, DATED AND DIMENSIONS NOT SHOWN, s 21 06. BY THE CITY OF ATASCADERO. PROVIDED SEEB1 1 --54 NOTES 1 & 2 SPECIFICATION NO. 2. IN ALL CASES WHERE NEW IMPROVEMENTS ARE TO 2009--014 MATCH EXISTING IMPROVEMENTS, THE CONSTRUCTION SHEET N0. SURVEYOR SHALL VERIFY THE ELEVATION OF THE EXISTING IMPROVEMENTS AND CONFIRM THAT THOSE ELEVATIONS MATCH THE DESIGN. THE SURVEYOR SHALL NOTIFY THE ENGINEER OF WORK IF ANY DEMOLITION CONSTRUCTION DISCREPANCIES ARE FOUND.7-200SECTIONC-C SCALE: y2"=1 ,_oa9 TOTAL NO. OF SHTS: 4,s ®•arlpr®,w•t•liyr�/iiaeiaaaaiiaiialto. .i9iiiaiaa�aiiiai !•®r®rr,e•4•/t.,�rpoilaiiiiaiali'••.t• ,•iaaiaiaiaaii oa®rra aA _P_ _. _ ___ ,, m.,__..m__ . m_ _--_ -- ------ a.... LIGHT FIXTURE NOT SHOWN LIGHT FIXTURE NOT SHOWN LIGHT FIXTURE NOT SHOWN LIGHT FIXTURE —LIGHT FIXTURE LIGHT FIXTURE LAP ANCHORAGE PER LAP ANCHORAGE PER LAP ANCHORAGE PER MANUFACTURER MANUFACTURER MANUFACTURER #5 = TOT 5 @3 ---,--* RECOMMENDATIONS #5 C= TOT 5 @ 3 ° RECOMMENDATIONS #5 == TOT 5 @ 3 RECOMMENDATIONS ° ♦ • . • 2" CLR TYP • ° #5 x 2'--9" TO 8 2" CLR, TYP ♦ ♦ #5 x 2'-9" TOT 8 2" CLR, TYP #5 x 2'--9" TOT 8 3" SLEEVE ° • 3" SLEEVE 3" SLEEVE 9 7f #5 x 3 9_3$9 f 99 #5 x 3)-3$$ #5 x 3f_3f9 #5 x 3 ---3 1 f_6af #5 x 3i_399 soft I- 1 _.6 19_6aa AP a ff LAP a 9f LAP Z f ff __ p 1 _O 5 TOT 5 1 0 5 TOT 5 41 _p @ 12 #5 TOT 5 #4@12 # #4 ( C 12 # # #5 L x 2'--8" TOT 12 3f_pff #5 L x 2'�-8" TOT 18 39_09$ #5 x 2'--10" DRILL & BOND TOT 24 #4 TOT 2 1%" CLR TYP #5 ��'�� TOT 5 #4 TOT 2 1Y2 CI._.R TYP #5 �__.____ TOT 5 #4 TOT 2 _ 1 j29r CLR TYP EACH PILASTER EACH PILASTER J-1 i9 Q�o�EssrQ, #5 x 2 .._.1 p" ' 10 9—p9f #5 x 2 --10 ' 1 pi_p99 DRILL 8c BOND TOT 5 SIDEWALK REINFORCING #5 x 3'-3" 4�0 DRILL 8c BOND #5 �� TOT 5 SIDEWALK REINFORCING #5 �� NOT SHOWN FOR CLARITY Alm TOT 12 EACH PILASTER NOT SHOWN FOR CLARITY TOT 6 EACH PILASTER wo. 49652 m EDGE OF SIDEWALK • EDGE OF SIDEWALK • EDGE of (y Exp. 09/30/10 11 9 4;Y4 10 10 43/4 10 10 4% �rEo� ��F fa ff 3 ff ff of 3 i9 SIDEWALK of ff � if � s�, civic- �— I l I I 1 f (1 I.(7 11 I I --�1 3 _®" 3'_0" I I J 1 3 a--p ff 3°---p 9f �n t 5 TOT 3 1 -#5 TOT 4 3l-099 q 9i i 39 yaa 4ff TYP TYP fa 1 3/off I 33/4 SIDEWALK REINFORCING EXISTING RETAINING WALL I NOT SHOWN FOR CLARITY EXISTING RETAINING WALL 1 TYPICAL SECTION RETAINING WALL WITH OVERHANG TYPICAL SECTIO RETAINING WTYPICALSECTION @ BRoo SCALE: 3/4"=1 f_p9f SCALE: 3/4"=19_0$9 SCALE: 3/4aa 1 f_pfa w 4 some 0 � LIGHT FIXTURE ANCHORAGE I I N PER MANUFACTURER 3" SLEEVE NOTE 2 I LIMITS OF PILASTER FOOTING I ® o� 0 1 7 9f 9f 8 4f f9 � / 4 7Y2 1 —�9 7Y2 RECOMMENDATIONS I AT RETAINING WALL0)I Q I 1f_6ff 00 I x_ ® 2" CLR, TYP O o #5 TOT 5 C 3 I LAP I a 1 —6 ( #5 I d E F- F' LAP ° I _ I Z N o 5 TOT 3 � I #5 x 2' 10" # 1Y2 CLR TYP NOTE 1 DRILL & BOND i TOT 24 #5 x 39-399 w1 �'� • O IN • 1 D��99 #5 x 3f_3ff LAP cv E E N #5 TOT 5 I W TOP OF SIDEWALK --~ #5 x 2'_10" DRILL & BOND • • '� I _ TOT 24 (NOTE 4) EDGE OF 3 SLEEVE i BOTTOM OF PEDESTAL SIDEWALK 01) .. Ld < #5 x 3' NOTE 1— I TOT 16 I V) TOP OF EXISTING DECK I I I I I I I i I I I I_ „ I I L < 0'_ I I A LW W 3f9 6ff 3 @ 10 6af 391 I (�• (— RAILING NOT I I cf) SHOWN ( I < ELEVATION VIEW --i V SECTION D-D SCALE: 3/4"=1 �-0as I SCALE: 3/af=la_pai I _ _ _ _ - - - J �►� cn 4 I � I---- 3'_0" -------------- 0 SECTION E- DATE: 1 Y2" CLR TYP SCALE: 3/4"-=1 '--O" 08/05/2010 DRAWN BY: 1Y" CLR TYP #5 x 2'--9" TOT 8 NWJ 2 ° LIGHT FIXTURE CHECKED BY: NOTES: a #5 C� TOT 5 @ 3 ANCHORAGE PER KJR ° ° NOTES: 1. TOPQO1/06. O PER EDA TOPOGRAPHIC MAP, DATED MANUFACTURER JOB NO RECOMMENDATIONS 1. PLACE EXPANSION JOINT MATERIAL BETWEEN PEDESTAL AND CONCRETE BARRIER, TYP 15750A Y2"IDED BY THE CITY OF ATASCADERO. 3" SLEEVE 2. 3" TYPE 1 SLEEVE TO BE PLACED FOR 3/4" CONDUIT, SEE ELECTRICAL PLANS FOR DETAILS NOT SHOWN. SPECIFICATION NO. 2. IN ALL CASES WHERE NEW IMPROVEMENTS ARE TO 3. FOR DRILL & BOND REQUIREMENTS, SEE SHEET S--1. 2009---014 MATCH EXISTING IMPROVEMENTS, THE CONSTRUCTION • LAP 4. IF REINFORCEMENT IS ENCOUNTERED, CONTRACTOR TO ADJUST LOCATION OF HOLE AS APPROVED SURVEYOR SHALL VERIFY THE ELEVATION OF THE BY THE ENGINEER. SHEET NO. EXISTING IMPROVEMENTS AND CONFIRM THAT THOSE #5 I== TOT 3 5. PRECAST CONCRETE CAP NOT SHOWN. SEE SHEET S--2. ELEVATIONS MATCH THE DESIGN. THE SURVEYOR 6. PRECAST BASE BOARD NOT SHOWN. SEE SHEET S--2 SHALL NOTIFY THE ENGINEER OF WORK IF ANY S - 4 DISCREPANCIES ARE FOUND. (800)227-2600 SCALE: 3/4"=l $—O" TOTAL NO. OF SHTS: 45 /Igor/pro I dot /Igor/'r®''lot a►t•iiiiiUMN Ilm/#ay/yrb itr19: --------------. ___.__._m___.__ m m__.__-__.__.___.-m__-_.,_.___.n___.__.__.____.- __._—__ m.m —_.-.._. .___, R m—_� ____---- m ___.__ ____m.,__—_—_—_,_______.__.m.._m GENERAL NOTES 1 . CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST El - ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS: g --� __ _ -- - - - - -. - - -- - r - -- -- ---- --- -- - --- --- --- -- -- -- -- -- -- -- -- -- --- -- --- --- -- - -- --- ----- -- -- -- -- -� A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2005 NATIONAL ELECTRICAL CODE AND 2006 INTERNATIONAL FIRE CODE, INTERNATIONAL BUILDING CODE, ETC. WITH CALIFORNIA AND OTHER LOCAL AMENDMENTS SERVICE EQUIPMENT AS APPLICABLE. ENCLOSURE FULL I ( 10)A 11A 10)A 101 IC ) (N} (N) (N) (N)LENGTH NEUTRAL Bus A OA 3oA OA OA oA I B. AMERICANS WITH DISABILITIES ACT (ADA). 1P 1P 1P 1P 1P 1P 1P 1P 1P 1P � PG&E ' CKT1 CKT3 CKTS ' CKT7 ( , SERVICE EQUIPMENT ( METER 110A2. SAFETY: THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND ENCLOSURE FULL , } 2P Q 2� ® RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT LENGTH GROUND BUS- US COPPER GROUND BONDING I IL ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR JUMPER. OCCURRING AT SERVICE ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE o © ENTRANCE EQUIPMENT. SIZED RER CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY o 2007 CEC. TABLE 25166 LTcj TO OTHERS ON OR NEAR THE JOB SITE. n -- COPPER GROUNDING - 3. BEFORE ROUGH--IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL t>� CONDUCTOR. SIZED PER 2007 ' SEC .TABLE 259.&A (E) CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT DR OWNER. ---. TO PG&E 4 COPPER GROUNDING TRANSFORMER VAULT 4. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY A. y CONDUCTOR PER 2007 CEC DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY ��, SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS LU PER 2007 CEC 250.50 ------- ..., " #6 COPPER GROUNDING OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT 0757 GROUNDING ELECTRODES LIFER CONDUCTOR PER NDIN CEC � (INCLUDING PULL AND SPLICE BOXES). PRESENT AT ( CONCRETE-ENCASED 3 12 L=J 7 ��,CTR,G��. STRUCTURE/BUILDING ELECTRODE, 1/2- MIN. SHALL BE BONDED p 0 5. EXISTING CONDITIONS: INFORMATION SHOWN FOR EXISTING CONDITIONS WAS PRIMARILY GAINED FROM "AS BUILT" E'pF CA1.�F TOGETHER TO FORM THE I DIAMETER. �R 20 � COPPER GROUNDING GROUNDING ELECTRODE CEC 250.52(A)(3) ( CONDUCTOR. �D PER 20 DRAWINGS AND/OR LIMITED FIELD INVESTIGATION. BEFORE BID, VISIT SITE TO VERIFY EXISTING CONDITIONS AND EXPIRES: 06/30/11 SYSTEM. WHERE ( QEC TABLE 250.122 MAKE ALLOWANCE FOR VARIATIONS FROM THAT SHOWN. THOMA #09-8128 GROUNDING ELECTRODES ---- ' IDENTIFIED IN 2007 CEC ( "GROUND ROD" 5/8"DIA. X 250.52(A)(1) THROUGH , 1 OFT ELECTRODE EER 2007 ! (A)(6) ARE NOT PRESENT CEC 250.52A (5)(b) A CD A LT E R N AT E AT STRUCTURE/BUILDING PLAN GENERAL NOTES In PROVIDE ONE OR MOREtA OF THE ELECTRODES ( "ROD AND PIPE ELECTRODES" " " '"" ao INDICATED. 3/4 MINIMUM PER 207_CEC -- UTILITY COMPANY CONTACT: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITY COMPANY REQUIREMENTS: ' 2.50.52(A)( )(a)(b) - _jRUSS CRACKNELL PG&E 805--434--4424 t I rBONDING OF "OTHER " OF THE ELECTRICAL v #fi COPPER GROUND PER METAL UNDERGROUND WATER METAL PIPING AND METAL TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITYL E E'ER 21207 CE-C 250.53 PIPE" 3/4" MINIMUM PER 2007 � WATER PIPE" PER 2007 CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE -CEC 250.52(A)W 15 STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION. SUPPLEMENTAL iELECTRODE REQUIRED 10 EER 007 Q 25 NATES: LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND a 1 -- GROUND RINGS NOT SHOWN. t'°`°°°r�'"'"""'""'�"'`°`�°'° " �"° "'�'"'t"""°'®`°`�°°` ""- �"-�"' "" " ---, SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND , SEE 2007 CEC 250(A)(5)(4). 1 SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF 1. 2. 3. 4 5. r6. I UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. -- PLATE ELECTRODES NOT (N) (N) N) (N) (N) N) p ONSHOWN. SEE 2007 CEC 250 I 20A 20A 20A 20AI 20A 20A I ITA ¢ < (A)(fi). I PG&E I 1P 1P 1P 1P 1P �s ARE) I PLANS AIFOREEQXACTDLOCATIONS AND CLEARANCES RDEPTHSOM L OFNPIPRYGSEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL O C N I METER N) I ° X 1 ) #83MO37 OA 2P ! I I -- ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND c © "t SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY p ` UND / B3 "" D � TAIL04 A L A VNIJ F: I I z - � o TTFlu UKUI APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK. U) i ! 14 I . z `r' x -- QdU I • •'••• -- THOMA HAS CONTACTED PG&E IN AN EFFORT TO REFLECT THE UTILITY WORK THAT WILL BE REQUIRED AS PART L-® -----------------�-------�- -- ---- ---•-------------- --_j OF THIS PROJECT. WHERE A UTILITY PLAN HAS BEEN MARKED UP AND SENT BACK TO OUR OFFICE WITH A � 1 UTILITY REQUIREMENT, IT HAS BEEN REFLECTED ON THE PLANS. IF PLANS WERE NOT RECEIVED BACK FROM A z UTILITY, WE HAVE INDICATED OUR BEST ESTIMATION OF THEIR REQUIREMENTS. THE PG&E APPLICATION NUMBER IS NO. 103713839. U 0 -- SEE TRENCH DETAIL 1/E4 w o Aw uL`---- 11 `---- 13Gh" E N ® NOTE: INTERPRET IN CONTEXT Z W v, POTENTIAL ARC FLASH HAZARD LIGHT FIXTURES ABBREVIATIONS Appropriate uir POLE LIGHT- DECORATIVE A AMPERE g AFF ABOVE FINISH FLOOR HPS HIGH PRESSURE SODIUM I when r ® i n " AFG ABOVE FINISH GRADE LTG LIGHTING m "PPE" REFERS TO "PERSONAL PROTECTIVE EQUIPMENT". NEW M E R F, L) E 5 A L M A1C AMPERES INTERRUPT CAPACITY MCB MAIN CIRCUIT BREAKER • POWER/COMM. BFG BELOW FINISH GRADE MLO MAIN LUGS ONLY W • (�? DUPLEX RECEPT. CB CIRCUIT BREAKER MSB MAIN SWITCHBOARD GFI/WP CEC CA. ELECTRICAL CODE '< W w IN ACCORDANCE WITH CEC 110.16. PROVIDE CKT CIRCUIT (N) NEW -_ ARC FLASH PROTECTION WARNING LABELSI CEL AN EO U NIC NOT IN CONTRACT �,,,, 09 ON EACH SWITCHBOARD, PANELBOARD, AND ( CONDUIT NL NIGHT LIGHT Q Z TRANSFORMER. LABELS SHALL BE PER ANSI CIRCUIT BREAKER EC EXISTING MC MECHANICAL CONTRACTOR W 2535.4 GUIDELINES. EC ELECTRICAL CONTRACTOR TYP TYPICAL ❑.. b PHASE �[ Q 1. EXISTING METER PEDESTAL WITH TIMECLOCK AND RELAY MOUNTED 3... GROUND (F) FUTURE UON UNLESS OTHERWISE NOTED U Z INSIDE. 29 PHOTOCELL G GROUNDING CONDUCTOR V VOLT U) w W Ailk GC GENERAL CONTRACTOR R S 0z Z A FLASH 5" 1 UO" 'Nkm A E 2. EXISTING 30A 4--POLE LIGHTING CONTRACTOR. (SEE DIAGRAM 6/E4). ® TIMECLOCK VA VOLTA E GFI GROUND FAULT CKT INTERRUPTER W WATT,., WIRE E W w J ow 3. EXISTING RECEPTACLES AT TREE WELL. CONDUIT/WIRE GND GROUND WP WEATHERPROOF (NEMA 3R) wJw GRS GALVANIZED RIGID STEEL �., � <r h 4. TO PEDESTRIAN CROSSING. -�� UNDERGROUND W �,,, z NEW HOMERUN Z W 5. UNKNOWN CIRCUIT. (3 HOTS & NEUT SHOWN) ;Z U� O "�❑ S A 63so' 1 0 IN G& L E L 1 0 Nkm E I A Cm 3 R A M N (D E S" . 6. EXISTING TIMECLOCK. (SEE DIAGRAM 6/E4) W O U �LLJ Z %; ONVENTIONzi _j< 7. NEW RECEPTACLES AT TREE WELL. (SEE SITE PLAN ON SHEET E2). Zoe°' w W -- IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT AND COORDINATE S. PROVIDE (4) NEW 30A/1 BREAKERS. X NUMBERED SHEET NOTES: REFERS TO NOTES C:) ' WITH THE SERVING UTILITY TO ENSURE ALL SERVING UTILITY REQUIREMENTS ARE ON SAME SHEET AS REFERENCE w O r- MET° 9. 3" SECONDARY CONDUIT TO PG&E PULL BOX. (SEE SITE PLAN E3). -- SERVICE ENTRANCE EQUIPMENT SHALL BE IN ACCORDANCE WITH THE SERVING FEEDER/BRANCH CIRCUIT: REFERS TO NOTES CL v) ELECTRIC UTILITY COMPANY'S REQUIREMENTS. 10. NEW METER PEDESTAL. SEE ELEVATION 5/E4. ON SAME SHEET AS REFERENCE DATE: ALL CONDUCTORS SHALL BE COPPER WITH TYPE THWN INSULATION UNLESS 11. NEW STREET LIGHTS AT BRIDGE. DETAIL REFERENCE: 08/05/10 1 --DETAIL DESIGNATION DRAWN 6Y: OTHERWISE NOTED. 12. CIRCUIT AT PULLBOX AT NORTHEAST CORNER OF ENTRADA AVENUE SPECIFIED SHALL AND EL CAMINO. --SHEET NUMBER REFERENCE ci ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS , HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG, 13. NEW RECEPTACLES LOCATED AT STREET LIGHT POLES. CHECKED BY: CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED . J ON USE OF 75 DEG. C COPPER WIRES TYPE THWN/THHN. 14. PROVIDE TIMECLOCK INSIDE METER PEDESTAL. (SEE DIAGRAM 1/E3) JOB N0. -- ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED 15. PHOTOCELL AT METER PEDESTAL. COORDINATE WITH CITY FOR EXACT 15750 [UL, CSA, ETC.] (CEC 110--2). LOCATION PRIOR TO ROUGH--IN. AIM WINDOW NORTH. (SEE DIAGRAM SPECIFICATION N0. 1/E3). 2009-014 4EIGSHEETNO® / NMEER / Nis *6' L L I 'L THOMA ELECTRIC, INC. No ww" I A A"' R A m P.O. Box 1167 -- 3562 Empleo St. 1 San Luis Obis o, CA 93406 Phone: (805 543--3850 Fax (805) 543-3829 cad®thomaelec.com SHEET N0, 20 OF 45 K:\DWGS\09-8128\09--8128-E1.dwg - chris -- Aug 04, 2010 -- 2:42pm ___..__... __.. .._._.__ _w u ^ .m,.,,,. -- _n.... �..... � ___.__ .-_____._._. _ .._. __._ _.. - _ ._. _n... h`f `"►® 3 55 • ; ® ;� 6 3 12 6 r 6 3 /� !� r an ls�lklMw w fe m� N `m► �'�- l a 3 j . 7 GFl 10757 r n :: .a v. „«-s- cwp.wm.....:«.prn.,...,....w.w�n.,...,. ..., w..x...,:,.,..,,<.,,.,: ..:....�. N m.,.„ray.,..,.»+..a..,....•wn.,.... :..,<,..,,ter-.,,,.W.. 4 EXPIRES: 06/30/11 THOMA #09-8128 3 ",df e o 10, PLAN4IzzSl TYPiCAL Ei'� LARGEDn w V AT TRE .: WELLx y c o SCALE: 1/4>,�1 '�0» `}_ / ` o 1. ( REFERENCE NOTESy 0 0 1. EXISTING METER PEDESTAL WITH TIME CLOCK AND RELAY. 0 2 :� C 2. SAWCUT AND/OR BORE EXISTING PAVEMENT. (SEE CIVIL DRAWINGS FOR ?` 35, ADDITIONAL REQUIREMENTS). "'`� v a2 � "'�` ''' '� 3. INSTALL 11"X17" PULLBOX FLUSH BOX. LABEL LID "ELECTRICAL". O ci o r �, Qmo m (TYPICAL OF ALL BOXES UON). ' E? 4. INTERCEPT EXISTING 2"C AND EXTEND NEW 2"C TO PULLBOX. ; °oa S 4 < /�/�� 1, •V N V) co Y.f4 Jw Cn 5. DIE--CAST IN--USE WP/GFI RECEPTACLE WITH LOCKABLE COVER. MOUNT ON GRS CONDUIT. (SEE ELEVATION 4/E4). INTERMATIC #WP1010MC. z 6. BRANCH CIRCUITS. (SEE SITE PLAN). 7. EXISTING PULL BOX. LABELED "STREET LIGHTING" z p 8. EXISTING PULL BOX. LABELED "ELECTRICAL". w 4 �`+\ / ' "" 9. TO EXISTING STREET LIGHTING AND RECEPTACLES. a_ 10. EXISTING PG&E PULLBOX WITH FUSES FOR STREET LIGHTS. F 11. STUB AND CAP 2 C.O. FOR FUTURE USE. 4 ,,; 12. INSTALL CONDUIT THROUGH OR UNDER CONCRETE. m W 2 �� �� 13. REPLACE ALL BOX LIDS THAT SAY STREET LIGHT TO ELECTICAL . W ,.�"' ,!_' y w 14. CONDUIT SHALL BE LOCATED AT ASHPALT SEAM OR DIRECTION OF CITY. Uj > / ( ) CL 0 A / 0FEEDmm0111111 SuiCHEC� ULE °- � ° --' < w< r •.. CONDUIT ROUTING ARE DIAGRAMMATIC. REFER TO CIVIL DRAWINGS FOR UWo) TRENCH ROUTING AND COORDINATE WITH CITY OF ATASCADERO PROJECT -- tl MANAGER PRIOR TO TRENCHING. W �-- Lli / 2 1. EXISTING (1)2" CONDUITS FOR TREE WELLS. PULL NEW (4)#6 THWN + (3)#8 THWN + (1)#10 CU. CL < 2. NEW 2" CONDUIT (4)#6 THWN + (3)#8 THWN + (1)#10 CU. GROUND. z z W 7 3. NEW 2" CONDUIT (3)#6 THWN + (2)#8 THWN + (1)#10 CU. GROUND. 0 J u- '� 2 W LL S'�FFj® 6 (E) LU 4. NEW 2 CONDUIT (2)#6 THWN + (1)#10 CU. GROUND. Z \ J 13 (E) 5. EXISTING (1)2"C FOR PG&E STREET LIGHTS. ~ Cc'� w 7 ,'! �� 6. EXISTING (1)2"C. ADD NEW (2)#6 THWN + (1)#10 CU. GROUND. w ® W 6 (E) %1% PGE #8 M037 7. NEW 3/4"C 2 10 THWN + 1 10 CU GROUND. / C �# C )# DATE: 13 ®� g # ® 8#6$-$, 08/05/10 1 #6 `,� 10 DRAWN BY: 6 N CJ OTE: • E) REFER TO PG&E HANDOUT FOR CONDUIT REQUIREMENTS FOE PG&E CHECKED BY: ® STREET LIGHT. (SEE CIVIL DRAWINGS FOR MOUNTING BASE DETAIL JD (E) p „� 5 AND LOCATION). JOB N0. :. 15750 SPECIFICATION NO. 2009-014 SHEET NO. not A rl 1ADD ALTERNATE c� ® H �' F R ® H0'0% A L I E OF* L AM I'la A mm& A A F I W A D P M A A V N E THOMA ELECTRIC, INC. SCALE: 1 to=20'--0" P.O. Box 1167 - 3562 Empleo St. E2A San LuisObis o, CA 93406 NORTH Phone: (805 543-3850 i Fax: (805) 543-3829 cod0thomaelec.com SHEET NO. 21 OF 45 K:`DWGS`09-8128`09--8128_.E2AB.dwg _ chris — Aug 04, 2010 -- 2:42pm ' n 5� 4 e i 2 qsF,&/ { �1p® E2A �Q,�.. N / �`• (TYP.) 2 3 14 t( 4 0 3 � E5S/ JI 2 4 10757 �FCTR 13 ® EXPIREs: 06/30/1 S�® 2 e THOMA #09-8128 2 6 (E) 13 (E). �� �h. � o a �0 1 5 ® u ® 1 PGE #8 M037 � , 3Ao ,o v 13 ♦ a / \ \, 7 ® 51`0® F ` 4*441 °o ON ` .. 5 6 , , r < < c 13 �� 0 u 1 . 7 W J dry/ + l ^ L a. co � to CNcd z( a Ln tn { ) 4 ..,_ ,y ,rtr } 'z'1.:i JY tk•t+\` q L.C) } All / E Q � v �( 6. 3 _ z :. .. = ¢ © w ♦ t '1v:iS' nno°°°°°° t// F4e4' 6 6 �� ZZ11 z E ♦°yam „/ ( ) IP \ } 1 5 z W LA 'No z tA (E) >>� X • T �+, °°en°O°qo°° e°n°°°•°°° w OHO O IeWIYIn MI.FIMt f1N F 1 w o �� V •, .f t �r t:i. ` „ 1 . W FYI/ j 2 t�... 0 0-� 161ZCC ❑ w eC MM& AL N 4 N U A L I A L I T PL A N c 0 N T Ch" ON I NL IF IIA"kAL SITE. PLAN 0 �® mm. Im, a NEL IN W Emok � T r Ask, L A mMm I NE 0' KhAL AND TRA F I C W A `Tm S T �c � o Q s>_ ,> SCALE: 1 "=20'-0" �� SCALE. 1 --20 --0 1:1 of I E C N 0 T E FEEDTF SCHEDULE zz UU i ?� 0 -,u. 1. EXISTING METER PEDESTAL WITH TIME CLOCK AND RELAY. CONDUIT ROUTING ARE DIAGRAMATIC. REFER TO CIVIL DRAWINGS TRENCH 0 (� W LL ROUTING AND COORDINATE WITH CITY OF ATASCADERO PROJECT AMANGER 1-- 2. SAWCUT AND/OR BORE EXISTING PAVEMENT. (SEE CIVIL DRAWINGS FOR PR10 TO TRENCHING. c J ADDITIONAL REQUIREMENTS). ~ 0 f 1. EXISTING (1)2" CONDUITS FOR TREE WELLS. PULL NEW (4)#6 THWN + v O 3. 11"X17" PULLBOX FLUSH BOX. LABEL LID "ELECTRICAL". (TYPICAL OF (3)#8 THWN + (1)#10 CU. w ® C� ALL BOXES UON). 2. NEW 2" CONDUIT (4)#6 THWN + (3)#8 THWN + (1)#10 CU. GROUND. c=n 4. INTERCEPT EXISTING 2"C AND EXTEND NEW 2"C TO PULLBOX. 3• NEW 2" CONDUIT (3)#6 THWN + (2)#8 THWN + (1)#10 CU. GROUND. DATE: 5. DIE-CAST IN--USE WP/GFI RECEPTACLE WITH LOCKABLE COVER. MOUNT 08/05/10 ON GRS CONDUIT. (SEE ELEVATION 4/E4). INTERMATIC #WP1010MC. 4. NEW 2" CONDUIT (2)#6 THWN + {1)#10 CU. GROUND. DRAWN BY 6• BRANCH CIRCUITS. SEE SITE PLAN). 5. EXISTING (1)2"C FOR PG&E STREET LIGHTS. CJ { ) CHECKED BY: 7. EXISTING PULL BOX. LABELED "STREET LIGHTING" 6. EXISTING (1)2"C. ADD NEW (2)#6 THWN + (1)#10 CU. GROUND. JD 8. EXISTING PULL BOX. LABELED "ELECTRICAL". 7. NEW 3/4"C (2)#10 THWN + (1)#10 CU GROUND. JOB NON 15750 9. TO EXISTING STREET LIGHTING AND RECEPTACLES. SPECIFICATION NON NOTE: 10, EXISTING PG&E PULLBOX WITH FUSES FOR STREET LIGHTS. REFER TO PG&E HANDOUT FOR CONDUIT REQUIREMENTS FOE PG&E 2009-014 STREET LIGHT. (SEE CIVIL DRAWINGS FOR MOUNTING BASE DETAIL SHEET NO, 11. STUB AND CAP 2" C.O. FOR FUTURE USE. AND LOCATION). 011WEEi I Are 12. INSTALL CONDUIT THROUGH OR UNDER CONCRETE. THOMA ELECTRIC, INC. ADD ALTERNATE P.O. Box 1167 — 3562 Empleo St. 13. REPLACE ALL BOX LIDS THAT SAY "STREET LIGHT" TO "ELECTRICAL". San Luis obis o, CA 93406 E2b Phone: (805 543-3850 Fax: (805) 543--3829 14. CONDUIT SHALL BE LOCATED AT ASPHALT SEAM OR BY THE DIRECTION cod0thomaelec.com SHEET NO, 22 OF 45 OF CITY. K:`DWGS`09--8128 ,09--8128_E2AB.dwg _ chris W Aug 04, 2010 -- 2:43pm ® REFERENCE NOTES 1. METER/MAIN PEDESTAL. SEE SINGLE LINE DIAGRAM. 2. EXISTING PG&E PULLBOX. (COORDINATE WITH PG&E DRAWINGS) PRIOR TO INSTALLING. 10 $ ,, GFI �y 3. (1)3" SECONDARY CONDUIT PER PG&E REQUIREMENTS. (REFER TO CIVIL r' DRAWING C--8 FOR TRENCHING. { 12 TYP. / 4. 11"X17" PULLBOX. LOCATE WITHIN STAMPED CONCRETE PAVING. STAMP s LID "STREET LIGHTS". (TYPICAL) '+y 5 r ♦ " dii+s 8 5. RUN CONDUIT EXPOSED UNDERNEATH EXISTING BRIDGE TIGHT AGAINST 21 ``♦ «,. UNDERSIDE OF BRIDGE STRUCTURE). PROVIDE SIDE BRACKET AND HOOK IT ON THE OUTSIDE OF THE CONCRETE WALL. PROVIDE UNISTRUTS WITH CONDUIT CLAMPS AT 8 FEET ON CENTER. z / ,,' - .. 6. 2 CONDUIT—(3)#8 THWN + (1)#10 CU GROUND. TYPICAL BETWEEN r✓a w 4 . ® ` ♦ GFI ',E , PULLBOXES. (TYPICAL) W CJ 9 ~` . 7. 2" CONDUIT—(3)#10 THWN + (1)#10 CU GROUND. TYPICAL BETWEEN PULLBOX AND LIGHT FIXTURE. TYPICAL 8. 6 —$ POLE AND 20 OPAL SPHERE GLOBE LIGHT FIXTURE WITH BLACK � z♦;, FINISH TO MATCH POLE FINISH, 120V, LED. MOUNT FIXTURE AT Al PILASTER. (REFER TO SHEET S-•--4). PROVIDE MOUNTING DETAIL WITH 0. 10757 / '� ♦ i BOLT PATTERN FOR APPROVAL PRIOR TO CONSTRUCTION. �P��� CTR t ��. ♦ , CA cj LED FIXTURE: KING LUMINAIRE #KG20R—BAPD—V--60(SSL)--5000-- / . 120—K24-2700K. HEAD AND KF16--6'—$" (POLE). CONTACT SEAN EXPIRES: 06/30/11 4 CHENEY WTIH ONE SOURCE---SOUTH COAST LIGHTING AT 805.441.0070. THOMA #09--8128 GF! 4q �, P 9. (2)4"C.O.. (REFER TO TO STRUCTURAL DRAWINGS FOR ROUTING.) ,`' / ♦4 < 10. PLACE 2'X3' PULL BOX FLUSH IN GRADE PER CALTRAN REQUIREMENTS. Lr) p o m '` ';; r 11. PROVIDE A HANDHOLE AT THE BASE OF POLE FOR RECEPTACLE WITH j � ,. �. <. LOCKABLE COVER. MOUNT OPPOSITE SIDE OF STREET. TYPICAL AT EACH ; / ♦ �' STREET LIGHTS. 9 ; / d 12. PROVIDE CONDUIT EXPANSION FITTINGS PER CALfRANS DRAWINGS �., - E / o► `� ,aiqg ES-913 AT EXPANSION JOINT AT BRIDGE. ® r .< 4 s GFI h 13. DENOTES LOCATION OF EXPANSION JOINTS. P ♦ P 73 00 10 Lp rdB �i ♦♦, l & .s Q O 3 �, 1 5_Lv.l ♦= y n w w ® 13 ce ,k a, a ♦ wi N♦ ,: � �" m 13 ; Lf ., ♦ s ♦4 GFI �. o � }U ♦: is 9 .,4', i,', !F""' + p + {� ,. ` �` fr Q 14 "MSCff .� Imo, cn c0 cn 1 , � -\♦, ,; � ;� :♦ QZ14 � All 0 n ''" ♦ 4NN GFI a GFIAP 3 `;' " ♦ " 10 ni 4'f ryy 4 M ♦ ♦' �a W p . 10 C/) Uj" °✓ r, ,wMrww } m ♦ MM .{9�Atl .^$,EPD .j' i ' ' .0111111111111 J Uj v o'ke - 0 �- a y 0I � •P^ J 5 PRECISION #ST-15 PHOTOELECTRIC CONTROL. �� , GFI ,, �,, � COORDINATE WITH CITY FOR EXACT LOCATION - 3 \ ♦ ♦ W —' PRIOR TO ROUGH–IN. (ORIENT WINDOW NORTH). l, t ®` \�` 01 �,.. W �. ..J ..,......_. _l..... _. .� �„s rum ���.� � ` � � � ��- F� � p LijO N T" � - 'rte'2�;y;k .:,� ,. �; ♦: \\ � S Y � ; • �/ � �LL. \\ MI <^. .•: `"1� fat-, "� °♦� � ,q° " 1� Ind 13 . ......�. CLOCK z NEW INTERMATIC #ET70415CRbx ® 4F r , PROGRAMMABLE TIMECLOCK WITH ` r ♦;K, "x qAl '' y�/ W INTEGRAL BY--PASS. / 1 RECEPTACLE AT STREET LIGHT w ♦ "W'j ~ �o •" �C mor .„,* /req► 4 GFl ♦ yz, f 100 RECEPTACLE AT STREET LIGHT 3 . �.° ` ♦ `♦ u , �, fie. STREET LIGHTS ♦;' ``` k5 o.. to 1 DATE: -- STREET LIGHTS .^ ` ` ,. 08/05/10 rp PROGRAM CHANNEL FOR PROGRAM CHANNEL FOR DRAWN BY: PHOTOCELL "ON" AND PHOTOCELL "ON" AND TIMECLOCK ��" . � CJ �k r PHOTOCELL "OFF". "OFF". COORDINATE WITH CITY FOR '; i SPECIFIED HOURS. = CHECKED BY: � .. JDJ & .x ,y. Ill %WOVNTKVL JOB N0, M D9N 7? 4"' I G" RAL Amelm 15750 ----�'"f SPECIFICATION N0. 2009-014 SHEET N0. T h v AT 0 A �' Gi► / H E 1E /R / a wm-ft-% E R 0 Koh 1 1 uwl& G E ` LA IF ATHOMA ELECTRIC, INC. SCALE: 1"=10'—O" P.O. Box 1167 – 3582 Empleo St. E 3 San Luis Obiso, CA 93406 TNORH Phone: (805 543-3850 Fax: (805) 543--3829 cad®thomaelec.com SHEET N0, 23 OF 45 K:\DWGS\09-8128\09-8128_E3.dwg -- chris – Aug 04, 2010 – 2:42pm --- FINISHED GRADE (2)#10 TO (2)#10 TO FIXTURE FIXTURE AC PAVING, _ WHERE OCCURRING I . — WARNING TAPE READING COVER 5mm THICK. / N NATIVE SOIL BACKFILL z d o 0,° Z POLYCARBONATE UTLRAVIOLET I I $ I I RESISTNANT SURFACE PLASTIC / / { f I WINDOW 0) — I T . � • �J. I I / / I i i .••. LEGEND ,04 ROCK FREE FILL PG&E SECONDARY { I METER SOCKET L__j TELEPHONE (WHERE APPLICABLE) t%7 I SERVICE SECTION WITH DEAD ( i S G I I FRONT PANEL WITH CONTINUOUS ( RONAFUSESSMAN BEDDING MATERIAL C CABLE TV (WHERE APPLICABLE STAINLESS STEEL PIANO HINGE POLE POLE I I GROUND GROUND HOLDER AND FUSE B BRANCH CIRCUIT > G U N W -7 I MIN �G GAS, WHERE I I CONTINUOUS STAINLESS ( 18" MIN OCCURRING ! I STEEL PIANO HINGED DOORS I I MAIN WITH PROVISIONS FOR r PADLOCKS I I 1 I 0. 10757 oTYPICAL TRENCH DETAIL I I PADLOCK HASPS q TR\GP� 1 SCALE: NTS �t 0 LATCH #s COPPER f I I CONDUCTOR co EXPIRES: 06/30/11 I I I THOMA #09-8128 { f REMOVABLE DEAD FRONT PANEL f I ( TO END OF CIRCUIT, FROM SERVICE POINT I ( ALTERNATE PHASES I f ! E c f I I COPPER CONDUCTOR (120 Vac) a U U I I — MILBANK #CP3B-1-1-1-1—K I COPPER CONDUCTOR (NEUTRAL) a f 16" WIDE COMMERCIAL PEDESTAL I c I I WITH (4) CIRCUIT LOAD CENTER OR APPROVED EQUAL.OR CONDUCTOR (120 VAC) L E I I I COPPER CONDUCTOR 2 4„ 4" 6" CONCRETE 4"—` 4" TYPICAL2 2 PAD WITH #12 SPLITBOLT 0 0 -ITWIRE MESH CONNECTION 6#1 6 NO. 3--1/2 PULLBOX NO. 3-1/2 PULLBOX j en BRASS HOLD DOWN a U z, d 0 U .d STREET ° © x d Q S L I `6H T L I EHE T ... bra• , COVER MARKINGS TO BE ° °L'I l7'H T I 'V ° a INSCRIBED CARL INTENDED ED U_ Q a v � ° ° STANDARD SPECIFICATIONS.) � (4 G `�' �C E L uvjw A 1 '0% ft a A T A L AdI& I N I A G R 19 - i.- °FIN R U U b h 4.. a. c.,.,. 1 T} 5 i CURB GRADE OR FLUSH R vdi o©0:U' cn SCALE: NTS SCALE: NTS j IN WALK Z i I i i w DUCT SEAL °. —� _ - z `0 4 0 N zav I PRECAST REINFORCED Z CLOCK I CONCRETE BOX -+ _j N z F-31 ® 1 N w 2 MAX d SEAL AROUND CONDUIT, e I ( I BOX AND EXTENSION ° JUNCTION WITH MORTAR. ° � PRECAST REINFORCED EXISTING TREE WELL GROUT 9 EXTENSION m ° r•, RECEPTACLES BONDING JUMPER SHALL BE 4 8 BARE SOLID COPPER I I a ti fOR PVC--GREEN #8 AWG W { ° THROUGHOUT THE SYSTEM. z W CI d p T� 120V J a ° off` M 2 COIL 6» Q.,. D U) UL LISTED JUNCTION BOX #15 ROOFING PAPER CLQ NEW TREE WELL FASTENER(TYP OF z) BETWEEN GROUT AN 5/8"x8' COPPER CLAD < Q 5 �1El W �--- RECEPTACLES GROUNDING CLAMP 1" DIA CRUSHED ROCK DRAIN CRUSHED ROCK SUMP U z 0 3/4"GRS CONDUIT HOLE M 0 J SPOT WELD TO TREE GRATE 2 POINTS MIN. 3/4"GRS TO FLEX COUPLINGGENERAL NOTES W Tv 2 lzov4 1 1. PULLBOXES SHALL BE PER CAL TRANS STANDARD SPECIFICATIONS. ct (� 2. PULLBOXES SHALL BE GROUTED PRIOR TO INSTALLATION OF CONDUCTORS, SLOPED TOWARD THE DRAIN II HOLE. PLACE A LAYER OF ROOFING PAPER BETWEEN THE CRUSHED ROCK AND THE GROUT. Z C) w I I ENLARGED SECTION'A' � MARINE GRADE DOCKSIDE BOX 3, PULL LIDS BEFORE POURING CONCRETE AROUND PULLBOXES. 0 W BLACK FIBERGLASS BOX TYPE FD. a• U FIfWP RECEPTACLE. 4. WRAP PULLBOX WITH ROOFING PAPER BEFORE BACKFILLING. TREE POST--,,., (SEE NOTE 5 ON SHEET E2A) _j z , W TREE SEE ENLARGED SECTION'A' 5. FUSE AT LIGHT POLE SHALL BE 5A WITH #10 TO LIGHT POLE. SEE DETAIL 3, THIS SHEET. 3/4"WATERTIGHT FLEX CONDUIT 0 a... FINISHED GRADE TREE GRATE �„� 0 T" 3/4"C;PVC TO FLEX COUPLING 0 I.j CURB FACE EIREFERENCE NOTES - 3/4"GRS ELBOW(TYP) CL _ DATE: 1. EXISTING INTERMATIC ET100 SERIES SINGLE � , POLE PROGRAMMABLE TIMECLOCK MOUNTED IN g { �,S nx �a�''�''r METER PEDESTAL. s �w 08/05/10 � � .� ' ONC ETE PULLBOX DETAIL DRAWN BY: PVC SCHEDULE 40 BRANCH CIRCUIT 2♦ EXISTING 30AMP RATED LIGHTING CONTACTOR AM CJ y- I .r 1-. ¢3S•'�s' +s'grSfi.� ' Y' k MOUNTED IN METER PEDESTAL. � ti � ,. GRS(T-�/2>"CONDUIT SCALE: NTS CHECKED 6Y- ��' E .fi W/CAP ON TOP CONDUIT • SHALL BE BONDED TO 3. PROGRAM CHANNEL FOR TIME CLOCK DUSK EQUIPMENTGROUND JD "ON" AND LATE NIGHT "OFF". COORDINATE WITH JOB N0. OWNER FOR SPECIFIED HOURS. ADD ALTERNATE ADD ALTERNATE 15750 SPECIFICATION NO. 2009-014 (8` N 0-` L S"OhT wmn"O' Em E I'm L I G`Hm T T EKE k: E W E L L L I SHEET N0. IL A m %w I A L T A I L N E -,,- h A L T h h rl Imil A G wFIN A m A T hXam M A R WELL h h V THOMA ELECTRIC, INC. 10 P.O. Box 1167 -- 3562 Empleo St. �. SCALE: NTS SCALE: NTS San Luis Obis o, CA 93406 Phone: (805 543--3850 Fax: (805) 543-3829 cad@thomaelec.com SHEET NO® 24 OF 45 K:\DWGS\09-8128\09•-8128.,...E4.dwg — Chris -- Aug 04, 2010 — 2:42pm -------------------x,re _ ,nm_ _.a ,.. . _ _—,x_ m_____.--._._..._ _ .._._.___ __------------ ...-_ ___._. ...._ __. .a_ . __. ---------- rn . , ., . .,m .._ __.._ _...__ _.___._ , r.. _.____....._ ___------__. _. _ ..------------- ___.__.. __.._.___n.... .......... ..---_---__ __. _. _ ------ .------------._ ... _._ ---------...._......... .. ------------ _ 1 3 4 5 6 7 $ 9 10 A A z O w B B C S 3 S - C CA . 0 \ 0 : ED G G \ G D AC /< AG \ - O : . AV 0 \ c.� Co a Z W (L Q E E 0 C� - P OW.. � Q 0 CJ J CA W C.� W Co w r w O w oma.. c=n DATE: 8/10/2010 DESIGNED BY: DRAWN BY: CHECKED BY: DART FILE NO./LOCATION: 4r G Scale: NO SCALE SHEET NO. 25 1 2 4 5 6 $ 9 10 ¢n 1 2 3 4 5 6 7 8 9 10 a RAP nx m M �l mwmvvbA A""" livi 8 A RVEMEN _t Ns FQoohR A � D O SACRAMENTO SAN FRANCISCO 0STRt:: �ETtiuAr- E MONTEREY 0) L PAVING P � OJECEL CAMmINU KEA R 0 AASCADROLEGEND OBISPO �, NEER *b CD In AV toA IL IL N p FOUND AS NOTEDQR SAmRm'o' l U AV E0 AN • LOS ANGELESIL m lNTQ AVE . FIRE HYDRANT B WATER VALVESAN DIEGO WATER METER 51�32� W BLUE PAINT-- EVIDENCE OF UG WATER LINE BAAO� E BID u0*'4 GAS METER GV GAS VALVE VICINITY MAP G YELLOW PAINT, EVIDENCE OF UG GAS LINE NO SCALE © PHONE PEDESTAL PHONE BOX Q PHONE MANHOLE 0 0 P ORANGE PAINT, EVIDENCE OF UG PHONE LINE ® TRAFFIC SIGNAL CONTROL BOX C C TRAFFIC SIGNAL TV TV BOX 0 LL W TV ORANGE PAINT, EVIDENCE OF UG TV LINEiiiiiiiiiiiiiii'")clEC TION 00 if HANDICAP RAMP FOUNDEDIQRPORA \NO TED FE STORM DRAIN MANHOLE all@ 1111 DROP INLET SEWER MANHOLE © SEWER CLEANOUT < --°-- SIGN BENCH MARK q �G t LAMP POST E ELECTRIC BOX 3 i � s 3 WALL ° WOOD FENCE O WOOD FENCE .�,� ® CONTROL POINT AVE ANG-1tnO �"�' t 11 SURVEY MONUMENT lob- 4 I N10 n c < H GENERAL NO TESAuu Q. W 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR O A VEN PERMITTEE TO CONTACT UNDERGROUND SERVICE ALERT U.S.A. I ca E TOLL FREE AT 1-800---227-2600 FORT'EIGHT (48) H®URS )h, F LAO S"LT A T E ;%LALU No IA I F RL PRIOR TO START OF CONSTRUCTION, FOR L OCA TION OF POWER, j �„ ��►�r TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. ,� F� QUr O CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE Q C✓, E O CL W AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE a.. >OR UNDERGROUND FACILITIES .... O t oto NOTES: '�,s® W y 1. PAVING CONTRACTOR IS RESPONSIBLE FOR ADJUSTING UTILITY COVERS TO FINISH GRADE. 2. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION.AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, LIGHTING, SIGNAGE AND FLAG MAN AS NECESSARY TO PROVIDE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. 'gG�. Nt/, F 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL PAVEMENT MARKING AND SIGNAGE. w t- ..___________ 4. WHEN TYING INTO EXISTING PAVEMENT, SAW CUT EXISTING EDGE TO PROVIDE A CLEAN, STRAIGHT AND VERTICAL JOINT. O w a c=n DATE: 5. THE PROTECTION OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHEET DESCRIPTION A PPI?0 A LS 10/29/2009 DESIGN BY: CA COVER SHEET f LDC CA 1 2" AC GRIND AND REMOVE PLAN STA 1,96+77-211+00 DRAWN BY: 042 2" AC GRIND AND REMOVE PLAN STA 211+00-221+57.2J LDC CA3 1" AC LEVELING COURSE/ r c / CHECKED BY: PETROMAT AREA STA 196+77-211+00 DART CA4 1" AC LEVELING COURSE/ DAVID A THEY, R.C.E. 459j84 DATE FILE NO.1 LOCATION: PETROMAT AREA STA 211+00-221+57.21 DEPUTY PUB IC WORKS DIRECTOR T/E/CP/SP/SPIIB/ACO G C CA 2" AC OVERLAY COURSE STA 196+77-211+00 SCALE: CA 2" OVERLAY COURSE" STA 211+00-221+57.2J 1 � N/A CA STRIPING PLAN EL CAMINO REAL 53+00 TO 44+25 SHEET NO. CA STRIPING PLAN EL CAMINO REAL 44+25 34+25 RUSS THOMPSON, R.C.E. 043059 DA TE CA STRIPING PLAN EL CAMINO REAL 34+25 TO 23+96 PUBLIC WORKS DIRECTOR 2 3 4 5 6 7 8 9 10 M ~ 109 B t13 t ER Ul l 0 N � {{ ,, SLOG ASPH,LIZA .o-m+uan'x.*w.<rtm:rvnwwem•ex R 4 n+n..,.am++.waw.nw w,nn wa-,v.,rn G °a" 'aayym'�'hw 5VV #5365 `j °k Q �s ASPH. \ BLDG CONC, 1-c— \ ASPH. BLD DIRT a Ca 8LSAG14 DIRT IT pa { ASP14• m .� .� , � . � � • .� � ,� s w . ar M.M mNM t t tt t tt ttttt t t t t ttt tt tt KAY Du.T SND , DEWALK w w ♦ ♦ \ \ t t \ \ t w. 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TAS G,Rp,T� ITN��c�r z N �, 351,DI CA�•TRANS pt4s 'RFFLPGE 2�� jZ�lED GRAT'-�'e GRA�•�pIM�N�'� 12,X, .,.� G��V�`N USE TYPE 2q_ , PROOF NTRp,CTDR To V RIF �1- 713 Co TC CONSTRDCTI N• IN fIF-LD PRIOR IN pl�`Y TO V-IT OPEN ING• SLOG �4 0011 oll 000, K . 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CH w ,s 8 TAS t„C!I!V �: : . , 212+00 211+00 210+00 209+00 208+00 207+00 NO. �pGATtgN" (�� + :. ,,. ..,,. . 204+0p sP , \ \ \ \ \ \ ♦ \ \ \ \ \ /A EXISTING P mLfFf SH S so. REA L ER�,c�pRQ R �• 10 L SE twtN COU AG� V PRS SND AND R ".Top,SVANLL .. d 8. m.�+. ,�!G�N�R T jpjN p, D ♦ y GCR _ ., \jFLjN 6 �o TNPER RIND SVA.GOA _. 1 C� 8 A . — ro di 4 N ols A sl r CD CD uj rr► 10 t n m Sera caacK LIQUOR SLOG G a SIGJVSLOG#5085 , um ».�• 7 V\ ♦\ \ e�� � X808` 01 ! \ DEI CANOPY A Ilk th \ ♦ �m .,,�� �Xuw o,a. 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"'.' -_ f ' « .'y�,: "'4a lj�s °:,m^1/ "no.' w'm, 'aa, am �i.�Pp� J � "° �.yne•`�qY by y 4 CDGTIF p,S a l IS YI Aspho. r n ;n w ` 90 CU I✓ 1N EXIST 6th Eg1t4G 'I 1� ougse its + + m.,....._...,.,..n_.,..,..,,.,_..,..,... + + * + �'4 .rw+""• Mme"" .—_...._... eg PER . N.rr.. _., .._ 1 2 3 4 5 6 7 8 9 10 I A A z O c� w B B �C _ ----___ LLJ STRIPING NOTES -� _ `''-- � ........................ FACE OF CURB 18 28 ................. OPLAN IL 0. PEIA24 (LEFT) ARROW PER CAL TRA IS STD. 1 INSTALL TYPE IV (L--T � � '\ .......... I �--�-_ � L —•v. .. T L ri J f� TTT AM1 N o �, - EALBIKE 1!744+ 7�pRe* FIER " r 18 2 R —� _--- C FACE OF CURB-/ - _� Lu Hr40+� „ J (8 INSTALL "ONLY" TEXT PER CALTRANS STD, PLAN NO. - -����'�_ 8 2 F A24E. INEW STEEL POLE (SEE DETAIL FOR INSTALLATION), INSTALL D11-1, M14-13 --- �� -_ U I . („TO„), S-13 ('DOWNTOWN'), AND M7-2 (ARROW UP) LL �'7 1.../ V / _ n REFERENCE NOTE SECTION FOR ADDITIONAL MARKING 13 INSTALL BIKE LANE SYMBOL PER CALTRANS STD. PLAN AND STRIPING REQUIREMENTS/WORK o NO, A24C. ....... D J 1 16 INSTALL LANELINE PER CALTRANS STD. PLAN NO, Iil, ;l A20A, DETAIL 8. LLl 17 INSTALL DOUBLE YELLOW CENTERLINE PER CALTRANS , STD. PLAN NO. A20A, DETAIL 21. 18 INSTALL TWO WAY LEFT TURN LANE (TWLTL) STRIPING PER CALTRANS STD. PLAN NO. A20B, DETAIL 31. 19 INSTALL 8” WIDE SINGLE WHITE STRIPE. �� fy FACE OF CURB y G); `':� 20 INSTALL BIKE LANE LINE PER CALTRANS STD. PLAN i #' \ N0. A20D, DETAIL 39. b. a` I' \ ,� _,................... lid., ., � ..�t 4, �� , t :a p,:� .,. ., ,s \ ......... .. ,.:: ... ^�.. cti ...... ... ... ....... ..... ..... .... .,, ,,,..,,,,.. .. , , \ .r ^ I , , 23 INSTALL 4” WIDE SINGLE WHITE LANE STRIPE, ( ' ... ....,...... ......... .. 0. J E -- -- �.J ...... n. ,.n..:. ......,.n ., ....i ..........5 ........ ..... .... ............. -` - 50+00 16 ti 36 • ........... 4 Si ——•,, . .......... 0 n 0.0.... 37 INSTALL 40 SYMBOL PER CALTRANS STD PLAN NO 18 _. } 0 A24C. 5i+ , . ......... �3 0 ,i............. "! 27 INSTALL BAY TAPER PER CALTRANS HWY DESIGN FACE OF CURB 2/ MANUAL TA 4 A L=oO DD=11 SEE SHEET 20_ ., E� CAMI�o REAL 19 . BL 05 2 ............. 1 I E ....................... a D EXISTING TRAFFIC STRIPE ERIN 28 l' MATCH EXISTING TRAFFIC STRIPE,.......... .............. ............. ....... J Z h Q I O ......_.. ........_. 1. ..... ........ w �- -j F" _ F U Lu F- 0 W � S Cl. In 36 INSTALL MEDIAN ISLAND TAPER STRIPING PER CALTRANS STD" PLAN NO. A20B, DETAIL 29, DATE: 37 INSTALL 12" WIDE DIAGONAL YELLOW STRIPE. 10/16/2009 DESIGNED BY: 39 INSTALL REFLECTIVE PRISMATIC STOP SIGN LDC 20 l i 0 20 q.0 rrrirrM�Mwr�..wriM NOTE: DRAWN BY: 1, ALL STRIPING SHALL BE THERMOPLASTIC LDC' 2. REPAINT ALL RED CURBING, SCRAPE FIRST, COLLECT PAINT CHIPS CHECKED BY: AND DISPOSE 3. REPAINT WHITE CURBING FOR BUS STOP SCRAPF FIRST, COLLECT DART PAINT CHIPS AND DISPOSE. STENCIL "BIAS STOP' ON TOP AND FACE OF CURB EVERY 5'. USE 2" LETTERS, FILE NO./LOCATION: 4. ALL NEW SIGNAGE SHALL BE REFLECTIVE PRISMATIC GRADE 5, INSTALL 5 BLUE FIRE HYDRANT RAISED MARKERS VEXP/SCP/SPIVEC:R PER THE CA MUTCD, 2010 EDITION G Scale: 1"=30' SHEET NO. A7 1 2 3 4 5 6 7 8 9 10 F s 4 3 2 �R L"ALTRANS STD. � F 1 ARRaW� PER 1NSTAL�ta. p,24 PLAN CLI, Li CD p TEXT PER C.ALTR ANS STD PLAN a� TALI._ ,,ONLY ..�- ``"' STD. PLAN PER CALTRAN� _ BIKE LANE SYMBOI- FACE ® CURB 1� INc tAA24C. S SID, pL,AN NO. LTR � ��1NE PER I.AAN � NTERLtNE PER CALTRANS r(pL_ _ � TA�I DO""' ��2QA�DETAII ?1 r�R1pIrlG w 16 EL C A M I N O REAL 1� _ 1D 1 NO. � TVRN LANE `TWLTL� ' TD. Pl-AN Lil TWa WA( LE PLAN �r 1NSTAt� STD,pCR CALTRANS y 1111�E STRIPE °'"' I_ C.� W1DE S1NG�-E � r __ an -__-__- , _+-__ -._.. __._ .-._._ 7 _ _. _�___ _ _ ____... _ _ ___ _ -___ __ E _ r_.. _ ___ _ _ ___ __ _ _ _ f _. _ __.__ --- g 1N TAt g> FNE �1NE PEP` CALTRAN' LLJ 1NSTAAQNI�DETAIL 3Q. _,,,..» C F UJ UJ �ANE s7pvE. 0- 4 23 SLE WHITE C�• WIDE S1NC ....-- ice••, �L INST ALL ----'" MIIMM PLAN NQ. �* CALTRANS S7D- i� „ SYMBOL PER 1� lNSTALt 4Q„ NWY DESIGN A2 C. AY -V ER PER F C 0'R DD'�!1 SEE SHEET INrALL ABLE 40,.2A (L` 27 �1 ANN AL TRIPE EXIST ,IG TRAM=1C S GRIND TRA �Ic STRI�E- (D MAT PER CALIFORNIACq EXISTING 1S MNTC�J, uta TYPE R1�GAE7AIL St1EET `WAS r ti INNTSTEEL POLE PER 2 O tt� _. nx_ 10. PERVDC' C V �- No ApER �TR1PlNG EL... CAMINCE REAS EDIAN�, �" � �A��_ M1�LA W V206, D STD. °LFN No � PE STRtpE. C,RAwty gY:3� 1N�TR p,N 5 YELLOW WIDE DIAGONAL - (� F 12"X" ,f � 2" GH,� ,i� gY: ____ i_ .. _. � _ __ �__ _ _ _�_ _ _ _ _ _.___ w_ 7__._ _ __ _ �_ _ _ . _ PRISMATIC STOP `SIGN ®��"� W :,e INST AL,I_ REpLECTtVE �pCAT t4N: __ _ _ _ _ __.___.__ _._ ___ _� ________ 0.� . ......... . . ........ 1 F FCE OF a'�'RB ,� BLASTIC p,iN C CHIPS gate: NOTE. BE THER��O' COLLECT P SN ALL ST STRIPtNC SCRAPE FIR FIRST, COLLE FRCE 1. ALL RED CuRBtNG' SCRAPS TOP RND 2. REp poo oSE S�0p, r P' vN AND DISp' BNS ATO HST ANDIRBINC� PORE QRS 3, REP AIN w DIS U�E .2" p A1NT CHI VERY aF CURB q i C,3 1 2 3 4 5 6 7 8 9 10 A MEND STRIPING STA 23+96 a SO \ I P IN 0 T E S \- 0INSTALL TYPE IV (C_EF T) ARROW PER CALTRANS STD. 24 �\ ~ \`\ �- PLAN N0. A24A. B INSTALL W9--1 SIGN AT FIRST g EXISTING STEEL POLE AT \ \, �� \\\� A2�4r INTERSECTION. MIN HEIGHT TO 16 �� 24 ` \ \ \ ��� �` �` i APRROXIMATE ENp OF PAVING T BOTTOM OF SIGN ISEFRESH STRIPING FROM HERE (D INSTALL BIKE LANE ARROW PER CALTRANS 51D. PLAN TO 23+96 ONLY A24A. REMOVE TWO (2) EXISTING SIGNS SALVAGE TO ITY \� \� �,. \ \, \� ` "\\ \ �0 2 (D INSTALL "BIKE" TEXT PER CALTRANS STD, PLAN NO. \\ 4 ��-' `\ A24D. INSTALL W4-2 SIGN ON 2" STD GALV. STEEL \ \` ` \ PIPE PER CITY STD 427. ,,�� �~ \\v „`�\' 0 INSTALL "LANE" TEXT PER CALTRANS STD, PLAN N0. �� USE MOUNTING CITY APPROVED ��-� ` '�� \� �'' \ �0 A24D. MOUNTING BRACKET. POLE TO BE `� \ 1J 3 INSTALL "ONLY„ TEXT PER CALTRANS STD, PLAN NO. INSTALL PER DETAIL R--34 , MAINTAIN `\\ \\ \ '-� '� . A24E. IIS 4 CLEAR FROM POLE TO BACK OF \ \ \ SIDEWALK \..`` \� \ \,� �� '� \ \ \\ \ \\ (\ F „ INSTALL R4-1 SIGN ON EXISTING \\ \ \ \ 0 C POLE. REMOVE EXISTING SIGNS IN . N AND SALVAGE BACK TO ITY. M HEIGHT \\\_ \\ e 7 \, TO BOTTOM OF SIGN IS 7' 3 a 0 16 13 INSTALL BIKE LANE SYMBOL PER CALTRANS STD. PLAN LJ� \ NO. A24C. • 18 \ ~ 16 INSTALL LANELINE PER CALTRANS STD, PLAN N0. A20A, DETAIL. 8. �._..1 77 INSTALL DOUBLE YELLOW CENTERLINE PER CALTRANS V J .... 00 \ STD. PLAN NO. A20A, DETAIL 21. 23 ` 18 INSTALL TWO WAY LEFT TURN LANE (TWLTL) STRIPING U ............. PER CALTRANS STD. PLAN NO. A20B, DETAIL. 31. ?3` 18 28 `\�� \`_,, 23 19 INSTALL 8" WIDE SINGLE WHITE STRIPE. INSTALL BIKE LANE LINE PER CALTRANS STD. PLAN NO. A20D, DETAIL 39. 18 2, 16 l I ' VIV \ 18 28 \ \ \�` 23 �\ 18 28 \� REMOVE EXISTING WDOD POLE, REPLACE W1-7 WITH' 2� INSTALL 4" WIDE SINGLE WHITE LANE STRIPE. RETR❑P,EFLECTIVE W1-7 ON NEW STEEL POLE (SEE � ?4 N \ T PE VI ARROW PER CALTRANS STD. PLAN DETAIL FOR INSTAI_LATI❑N). INSTALL D11--1, Nii4-1_� ALL Y ' ('TD') S-13 C'D❑WNTOWN AND N?7-1 CLEFT ARROW) 0. A'24 A, 4 6 7 23 FACING SAN JACINTO ROAD, a TRAFFIC 25 INSTALL SIGNAGE AND STRIPING FOR RIGHT LANE ........,.......... REPLACE EXISTING OM4-3 WITH RETR❑REF LECTTVE ❑M4_, DROP PER CALIFORNIA MANUAL ON UNIFORM CONTROL DEVICES (MUTCD), FIGURE 38-12. .EM❑VE 2 HR PARKING SIGN, INSTALL R�1CCA arca R31I. INSTALL 26 INSTALL "40" SYMBOL PER CALTRANS STD. PLAN N0. DI1-1, M14-13 CTO'), S-13 CDOWNT❑WN'), AND M7-2 PER SIGN INSTALLATION DETAIL A24C. ON EXISTING POLE 27 INSTALL BAY TAPER PER CALTRANS HWY DESIGN - \ MANUAL_ TABLE 405.2A (L=60', DD'=11'), SEE SHEET .............. C-1 Z 0N ............. ............. 0GRIND EXISTING TRAFFIC STRIPE. O 29 MATCH EXISTING TRAFFIC STRIPE. 0. F E . cm A �. r 32 INSTALL TYPE R81(CA) AND TYPE R81B(CA) SIGkIS PER O CALIFORNIA MUTCD AND DETAIL THIS SHEET. Z 00err 0. 0 Lij INSTALL MEDIAN ISLAND TAPER STRIPING PER W CL - M CALTRANS STD. PLAN N0, A2.0B, DETAIL 29. LIP `- _ - 37 INSTALL 12" WIDE DIAGONAL YELLOW STRIPE.Lij v.I C-=c-P6 ' j r�P ;IGH rn-�t 21 0 INSTALL REFLECTIVE PRISMATIC STOP SIGN z m IF F60 2"STD. , NOTE, 7'MIN.@ GALV. SIDEWALK INSTL. IRON 1. ALL STRIPING SHALL BE THERMOPLASTIC SCH 40 PIPE SEW STEEL POLE (SEE DETAIL. FOR INSTALLATION): INSTALL D11-I, M14--1.3 CORE 8" ('TO'), S-I3 ('DOWNTOWN'), AND M7-2 (ARROW UP) 2. REPAINT ALL RED CURBING, SCRAPE FIRST, COLLECT PAINT CHIPS a. AND DISPOSE DATE: HOLE IN EXISTING 3. REPAINT WHITE CURBING FOR BUS STOP SCRAPS FIRST, COLLECT CONCRETE SIDEWALK PAINT CHIPS AND DISPOSE. STENCIL. BUS STOP ON TOP AND FACE 10/16/2009 PATCH BACK OF CURB EVERY 5'. USE 2" LETTERS. 4, ALL NEW SIGNS SHALL BE REFLECTIVE PRISMATIC GRADE DESIGNED BY: 1.SIGNS MOUNTED TO POST BY"THRU BOLTING ." °'` �' �` ° "��o•�• LDC i? ` METHOD"DRILL THRU POST&BOLT WITH LINE " .� .'P. e .gOpB' .g °i.•Y °. PLATED 3/8"X 2.5"HEX SOCKET BOLTS. ;° � �` _°� a`�`,:••`� 2 M ,�s• ' IN. �i 1i; (j Lei -"rU '��+�' 1.MAINTAIN 4'CLEAR FROM POLE TO BACK a:;•:'° :`,. 1/2"x4"PIN DRAWN BY: OF SIDEWALK '°.'•r aDRY PACK CONCRETE -- I �- --8"MIN. LDC CHECKED BY: SIGN INSTALLATION DART FILE NO./LOCATION: G T/E/CP/SCP/SPIIB/ECR Scale: 1"=30' SHEET NO. CA9 1 3 4 5 7 8 9 10 n 1 2 4 5 6 7 8 9 10 , 20" t 20" A T #4 AT 8" #4 ® 4" O.C. A �t � k 8 9 t!1 • #4 AT 12" O.C. j Z N H -- — N 5 > Sim SEWER to „ _ LONGITUDINAL BARS :, ............ .. .....:.....�,. ... :. FULL , �'°� SHALL EXTEND THE 1 LENGTH OF GUTTER. �KER \` APPROXIMATE LOCATION OF ,p » o� EMBED 12 MIN. �� 'Q° C t� co EXISTING 181'CMP3 • _ SAWCUT LINE -OFFSET FOR CLARITY. V) r REMOVE OR GRIND ADDITIONAL 4"OF AC IN THIS AREA. — 4" B °Go- z° B O Q. 3®1 /�yyy� X311`> REMOVE EXISTING CURB, 3 PCC GUTTER(UNDER PAVEMENT) ° AND EXISTING DROP INLET. PROTECT EXISTING CMP IN PLAE __ A p ..—.— ;..........— ..... �..... r§, ......� r..., � .... F �........_ � �...•f ,..., /�—...r ,..._����.:....,...J'a' :°— .{ a'r Ii, ....,y.:...� .«"� - �� 7r �" 50" 8" �' .�' .�' t+�`r s".e� ,,T, i f ,;� ... .,, ..... .„„ .. ..,,. ..,..., F +a yµ.r '° a" i y .,. ,,..... .. ... .... $ P .,...... _....., NOTES „,a ,,.a N � N J ��''✓� j'''7� ��� � � � �� , .,�r T,��� � a>�� �> �, x� � � �•_�� �� ,� ,� ,�jA 9, .,� 3° _ ,�° TP 9 7.9 � GH 3 SHALL BE GALVANIZED ALHAMBRA OR TP 98.. ...,a,"' �d ^ s 1 e'� rd a4 ".*,,.�q ". F ar z y s?^^^e .""r"""' '�„^% .6 e aF`° v*^-w:n...."". "� '•- ,►•-.,K: sS .!'P B y a' A.a'b .e'��1 �� e �` « �' � if „,Ai APPROVED EQUAL p?"'< �• 1 °�,°` ti m % J 9r„`.�j'=• ,fT ^,.,� S`:,.>�J` "'' `"� O'"• d h" ::+' !' t, p"v., d"m �'' f'” ,'a F 1 PLATE, A-3911 r WITH FACTORY 24" FORMED STEEL FACE PLA FA T RY INSTALLED , f �T.G�' 6" LONGER ON EACH SIDE ANCHORS. FACE PLATE SHALL BE , �. OF THE OPENING AT THE FACE OF THE CURB h S I .,,;,.°,...> .,,. V „..� f'„�S,. „.� `� �•, s•. ,s •.,s" ° ., d'.., '„�;( `.�.,,,,,,,., n w... -�.w �w ,,ya.«.. , ,. ....,.,....�.�.,..»,,..,«.w.<>~..:..,.n a,-.,,...,�>....w":,.....,.,,,.,,r...�..n ..,,.�., 4—3 ';_ „w„,.,,-r ,.w.,ra,w+,a•.+w.u'ww..,:,..,.,a,m, ` b ...w�”•...a..n J '. :.0 ,n `• :,...n.M,:,<,..,:..,.-« .,.,,,.,,..+•r•+•«............. ......� ROTECTION A 15 � BAR AND ANCHOR A 157 P BAR �' � S 2 �� ��� r� d �� EXISTING CALTRANS CLF 3 PROTECTION BAR SUPPORT BOLT(S), A--1574, SPACED ' 10 , �,+ 20316"APART X �� F° � (PROTECT IN-PLACE AS REQUIRED) 4 . ` y ®NOT USED 12 (/ ti:./ * „..:,,.... O • g O 1 e s t }\' g � C 5 MANHOLE FRAME AND COVER SOUTH BAY FOUNDRY 1900. ''' e. OR APPROVED EQUAL. PLACED ADJACENT TO THE BACK M y' y, t \ WALL IN THE CENTER COVERED BY NO LES �` ,wa haREINFORCING nF1 R"OF CONCRETE IN THE TOP AND NO LESS' r� T.'-- - J aw � �' THAN 2 IN THE REST OF THE STRUCTUREun 19.5° C SMALL BE SMOOTH AND SHALL a " ,ww.: CLASS 3 OR 2 OF n..; +_ wm.. .. .,, .�...., ,.,,,o- :n� y FLOOR 8 3�AMIN TOWARDS OUTLET CHAMFER R SLOPE ; �' AGG. BASE " 2.09' il, t ” 7 #4 0 12" t TOP OF CATCH BASIN SHALL SLOPE 295 TOWARDS CURB 4 9 CONCRETE SHALL BE CLASS 3 LIP 97.28 \ l J CONFORM TO OVERLAY AT EDGE OF BIKE LANE #4 0 12CAMINO " REALDEMO PLAN 11 OULET PIPE SMALL BE PLACED IN BOTTOM 1 HEIGHT EQUALS 4" FOR A 6" CURB A L E I `'--4# " a " '� '? �` CONFORM TO " \° \�` EXCAVATE TO BOTTOM OF CMP EXISTING CALTRANS CLF N OTES + 1 PAINT NO DUMPING! DRAINS TL CREEK BACKFILL WITH 2 SACK SLU RY 6" FROM CURB FACE, BLUE 1" LETTERS ON WHITE FIELD "`'.�� ", � EXISTING 18" � ;y �1. :i,. .�5 � I CMP PIPE SET BOX ON SLURRY OR 4 OF SAND I� OVER SLURRY TP = TOP OF PAVEMENT $" as Q TC = TOP OF CURB 36 I D �I D I FL = FLOW LIN E i MATCH EXISTING CURB BATTER LIP = TOP OF CONCRETE LIP I I mow F EL 94.93 I 1/ VARIES 18"TO 2411 1� l a vARI ES s"TO 1011 E C T I O N A—A (NTS) -� 4"OF AC OVER 12"CL. II BASE I ty 1101 9�° q zr q I p",r L1 1/'G11.DOYMLa7 Q Q "'. " ♦ a :'yam ° ey . V �' " • °s•• �• h 8.65 -- E �• "' •ti• '� : 'fit` ... ... ,,,..r:.: , ..,.,, :.: ... : :..,... ,,:.,..........:. .. .. :.,.. ..,.. ., ., ,, ...... ., .... ..:.:...,. „r .,. ......, :...:.. , ..,,. , ,.. . LIP 98 31 � w � CURB AND GUTTER PER CITY STD. 418 �, O CL MODIFIEDAS SHOWN '' NEW 4 AC OVER 1�j\ 1, �`b O � CMS '\f 12 CL 11 Base °— LI'°`.P a 8.. b2 TC 9 8.6 4 SECTION B — B �, aas. FL 97.89 N.T.S. a LIP 98.67 MATCH OVERLAY C) Tl�' TC 9 8.81 , \ gip,` 5.5 EX I STI N 3' MATCH OVERLAY L 98.06 B GUTTER 'PAN v i TP 9 8. 1 1 �. . i ... ....... LIP (APPIROX) t ° �, d `' 3 S. 8 \a €{d3 ., .f •^u 4 }W F Y G W ,g�9'�®° ° ® y F 1.., F 4 d�"` ��� t Y �P4 a B • ,� � � ' s. �'. af��^ �r �r,�r fi .,va vi: •� .�n �' •�• a�` '.� °.,vg ,�.,�.,,,,.,,�....,._,.,.,,.,»M>«,„..�.m...�..,,,w,o,�,„�,,:.uw,n„r.>.,...�. ..,.,..-„M.,.w,.,�,,,��.:.m..w�.�.«..,.n,..,.. �,,,.,.,.e....._..,.„.w�,,,,,w�,,„, ,..,«..-,w. �j,) ° ,� ».,w. °�4. ... „. n -•.,m.,, zne ' .\ '� °rima .6. +• . ,....,...,n.,.w,,,,.,.,._,-„.:.«,„....,....,.r,,,,.w a .�9e,,.»..,,..a....::..,.„n„rw.,,,.x. ,,,.N,,..„..,w»...,..,:,mw.,,„..".,r...,M..,,�,,....,,,>..,,,,«,n �.:.,...m.,.ww„�.m..„...ar.,.m "ry r W r v. F ` r , 4. co EXISTING LIP OF GUTTER PAN t ��. :; .-a.a � TI��;:� 98A tF � ��� (.�= �� ��t�� ��� �.�.� DATE: .r':,.z�`� .�k..a 98,1c.::�'� � �.-••a,::•+�.�� ..._ ...���,X,,,e<���" .-.y,:.x �w^l� �u��, �w :e ''.�� a,`G.">;;c,,�. .s.,. �V 3w-� 97.94 7/22/2010 • . t” 4� ,.ax a, , DESIGNED ° D BY: • /71K a .x #ab& Cls•.' N`t+ ^n..,,,vyo a x DMA �... .,,:;:-.,...,.„,✓,m': .,, ......°,.,,,,"a,. µ,. m a? r xr^'. ".,.r•:.n., ',. \`''„.. Asp` J� •1I.I cna„M r i w j}t ” S ,. h ,y D h -1671 m.” CMP c: m�:t� y*y� 7 e>„ f "9 F ..�,:,.....,,,:.. ;� .�' `�, rr ._'^....,.. � '�"'•. �^'` `�,:.�� � a _._ ,��.-1, bs, a:.,- �,,.,:cwq. ,r” �� .., ,...., ,,.��, ;� �::a�' �.�a�y�d "„ �*>+'.�.., a,�`�"� �scw�F � DRAWN BY. '° j D ° k� ,'� <,"1',.u�"'^,c.+^v ``2 � DMA 7 a t " .�., ;� «v a 1 ASSUMED EL x � � � CL"� CHECKED BY: • r ''. n's�` :,r� �` �`x �'�� ,`�'�: w�°'`��'�<,�, .r.,wv. � 'r .s-�.. � 3 ire �S Jnr' - ..�a+r"rr� 3 �° �� - �. DART t0( 1 FEET NAIL BEHIND � � � N � � 00 00 rNi IRB FILE NO./LOCATION: IRB d, v � AFP (r u A TIE/CP/SCP/SPI IB/ECR Scale: TE AS NOTED PIP`Co {yam* q y 'n e� a ,. SHEET NO. ELr_A MINO INLET ie%A ,� . 1 2 3 4 5 6 7 8 9 10 1 2 3 :1 4 5 6 7 g 1 9 10 lMmpmmb' ROVEMENT PLANS FOR A A • sACRAMENro SAN FRANCISCO 66 z STR �EETSCA�PE PHASE 111 _O MONTEREY AS LL I I I I I EL CAMINO REAL PAVING PROJECT o G`NEER LEGEND ATASCADERO • SAN LUIS OBISPO 0) �AVE �l�r '0�' AN JACINTU FOUND AS NOTED AVE . • LOS ANGELES w M > ■ U t FIRE HYDRANT gip, ® m 4 B WATER VALVE B O.� z SAN DIEGO cy WATER METER ADmummoh' ALT �ERNATE D W BLUE PAINT— EVIDENCE OF UG WATER LINE ® GAS METERGv VICINITY MAP X GAS VALVE NO SCALE r G YELLOW PAINT, EVIDENCE OF UG GAS LINE PROJECT L 0 CA TION n PHONE PEDESTAL PHONE BOX PHONE MANHOLE 0 0 P ORANGE PAINT, EVIDENCE OF UG PHONE LINE ® TRAFFIC SIGNAL CONTROL BOX C TRAFFIC SIGNAL 0 TV TV BOX , LL W TV ORANGE PAINT, EVIDENCE OF UG TV LINE 3 HANDICAP RAMP FOUND EDORPORA \NO rF0 � +� STORM DRAIN MANHOLE minoil DROP INLET `+*� o (S SEWER MANHOLE 11) II ------------- d Q SEWER CLEANOUT 4 0 – - SIGN w o BENCH MARK LAMP POST � "� a 0 ELECTRIC BOX j WALL I � 40 ° WOOD FENCE A" O O WOOD FENCE v - x" b� a 115 0 CONTROL POINT . Q SURVEY MONUMENT ALi GENEI A L NO TES � I i A' rr .ori 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR 3 A �rt PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT U.S.A. ' E L FREE A T 1-800-227-2600 FORTY EIGHT 48 HOURS TOLAm"' TATEA"* FCALIF00"A' OK""hNIA6W W � PRIOR TO START OF CONSTRUCTION, FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES' ' � `tiu O CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE +(y/ W 4 3 $2 ��hy 'Cx O FMAw 1'',1 ''iqt k ,fie as v IIIIIMi AGENCY FOR THE LOCATION OF CABLE TV., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES s h H � k t .. 9Qr ••. h '+x uP"'..ro'^^•aw' ,,4pp " i 9,.¢q ' 1. PAVING CONTRACTOR IS RESPONSIBLE FOR ADJUSTING UTILITY COVERS TO FINISH GRADE. 2. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION,AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, r � " THE SAFETY OF THE PUBLIC IN THE WORK AREA. � LIGHTING, SIGNAGE AND FLAG MAN AS NECESSARY TO PROVIDE FOR S � � � ✓ F f t ..» a+x la 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL PAVEMENT MARKING AND SIGNAGE. – --- T I 4. WHEN TYING INTO EXISTING PAVEMENT, SAW CUT EXISTING EDGE TO PROVIDE A CLEAN, STRAIGHT AND VERTICAL JOINT. a DATE: 8.THE PROTECTION OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 7/ 28/2010 1AeJ _ SHEET DESCRIP TIO A PPRO // / S DESIGN BY: AA--C COVER SHEET LDC 7. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING UTILITY COVERS. AA-1 2" AC GRIND AND REMOVE PLAN STA 221+573J TO 234+00 DRAWN BY: 8. CONTRACTOR SHALL REPLACE EXISTING TRAFFIC LOOPS, AA-2 2" AC GRIND AND REMOVE PLAN STA. 234+00 TO 240+57 f LDC 9. CONTRACTOR SHALL MATCH NEW STRIPING TO EXISTING STRIPING. AA-3 1/2 AC LEVELING COURSE STA. 229+57.33 TO 234+00r / ! CHECKED BY: AA--4 1/2" AC LEVELING COURSE STA. 234+00 TO 240+57 DA/RT DA VlD A THEY, C.E. 059384 DA TE FILE NO./LOCATION: AA-5 2 AC OVERLAY COURSE STA. 227+5733 TO 234+00 AA-0 2" AC OVERLAY COURSE STA. STA 234+00 TO 240+57 DEPUTY PUBLIC, WORK'S DIRECTOR G T/E/CP/SP/SPIII/ACO 0 AA--7 STRIPING PLAN STA. 221+57.33 TO 234+00 SCALE: p AA-8 STRIPING PLAN STA. 234+00 TO 240+57 N/A SHEET NO. F RUSS THOMPSOAl C4JO69 DA TE PUBLIC WORKS DIRECTOR AA� 2 3 4 5 6 7 8 9 10 40 Twp ° �r yr _... o(A � (Z 6atoz � GOA a Z' , r cs06° �w. + Ian No �. dVJL VA .an 01. at ww 0y c4 43 ,6i6d SO OVA --- JAS' `gLor S.;w jof � 6 cV ZZ`.,"'".` `:wa.,.@,,,, "„`. "tr�.».,„,.w„„ A ar { � �•`•' ' 4s«at�s'�n�+'�` 5.. 3'"w�,:.4''°'.° "<.,,�,+4 ` �°'a"°r ..,.,..,, "�,,,�,"""' ,,,,," ,M, � �s y�+ v> & 4."• m.>. 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