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Home My WebLink AboutAug-92 - El Camino Real mom=MENIMIll MEN= < z _3 z < z z x V)Z a uj ID 0 "g- V%%%. TASCADERO y F A CIT 0 V) w z cr_ _j V) wo < w M 0 z x < 0 V) Z C) F- _j (D z < < I- I- 1- 77 1- x m��Fn z V) (1) _j < V) W (f) w V) w W :2 w _j w d w w m LLJ (1) (1) �; �2 :;Z 0 0 - o- > > > I- 5; z5; < 50 w < w < www < w ,WZ < > <1 EL CAMINO REAL ROAD IMPROVEMENT PROJECT UJ A Y_ a- T I T L E S H E E T _3 zozo 7 1, :3 < L E G E N D SHEET INDEX S Y M B 0 L D E S C R I P T 1 0 N S T N D D W G S H E E T N 0 D E S C R I P T 1 0 N m SIDEWALK TREE PLANTING NO. 417 TITLE SHEET CD 2 STANDARD IMPROVEMENT NOTES 5�- STANDARD CURB NO. 418 3 STREET IMPROVEMENT PLAN AND PROFILE c FSHE7ETN 3 ZD 4 STREET IMPROVEMENT PLAN AND PROFILE STANDARD SIDEWALK NO. 410 1 lv� C/) _j 5 STREET IMPROVEMENT PLAN AND PROFILE SIDEWALK RAMP NO. 420 m In z C= STREET IMPROVEMENT PLAN AND PROFILE F7i cz) lo- CD CROSS-GUTTER NO. 421 7 STREET IMPROVEMENT PLAN AND PROFILE z CL > FOUNDE INCORPORATED 8 STRIPING PLAN DRIVEWAY APPROACH NO. 423 0 1913 1979 cj* 0- 9 STRIPING PLAN STANDARD STREET SIGN NO. 427 ago= 0 10 STRIPING PLAN STORM DRAIN MANHOLE NO. 501 FILE(S) AND DETAILS 11 CURB RETURN PRO 12 STORM DRAIN IMPROVEMENT PLAN AND PROFILE LLJ STORM DRAIN INLET NO. 502 Llj CAJDtp 13 STORM DRAIN IMPROVEMENT PLAN AND PROFILE SIDEWALK UNDERDRAIN NO. 510 o �5 14 DETAILS Lai BACKFILL REQUIREMENTS NO. 702 15 DETAILS 101 PASO ROBLES 46 E ILS DAN HOSTETTER VINCE REYE PACIFIC BELL TELEPHONE CO. FALCON CABLE TELEVISION CO. SCADERO CITY OF ATASCADERO 41 41 z PROJECT LOCATION MORRO BAY RUSS CRACKNELL BARRY HOLMES RD. 0 0 0 PROJECT SITE SAN LUIS M PACIFIC GAS & ELECTRIC CO. ATASCADERO MUTUAL WATER CO. R w OBISPO od SANTA 10 Lu ul MARIA 66 NEW MIKE McCAIN Lu JOHN MACY w CUYAMA SOUTHERN CALIFORNIA GAS CO. ATASCADERO FIRE DEPARTMENT Yly co o L SANTA a --n E SISQUOC ROAD A E APPROVAL BLOCK uj 0 BUELLTON 4 _j LOMPOC 54 SANTA APPROVED BY THE ATASCADERO CITY ENGINEER LL PT. ARGUELLO GAVIO BARBARA 0 PT. CONCEPTION`*—— GREG LUKE CITY ENGINEER, R.C.E. 24873 EXP. 12-31-93 ul LOCATION MAP VICINITY MAP N.T.S. N.T.S. 0 _T—————————————————————————————————————T———————————————————————————————————————T——————————————————————————————————————— 0 ———————————————————————————————————————T————————————————————————————————————— Lo co CONTROL MONUMENT I EL=939.14 CL BC MON CONTROL MONUMENT I STA. 306+89.87 51.07 CL MONUMENT I STA. 332+86.02 CONDOMINIUMS TRACT 2061 (IN-PROGRESS) CONDOMINIUMS CHALK MOUNTAIN LIQU R �mj rou pvwx tu- cn U L Lw PL------------ ------------- PROPOSED RAISED MEDIAN iASE0 M�� ----------------- PROPOSED RAISED MEDIAN SCALE: N 0 N E w VAn II -----------I ATASCADERO STATE HOSPITAL U-1 DATE: 8/13/92 J.S.P. ATASCADER0 STATE HOSPITAL I I ,? w CASA GRANDE APARTMENTS r It _,I I _3 MOBILE HOME PARK HOOVER'S FUTURE id H.U.D. Z GOLDENWEST COMMERCIAL -611 PARK JOB NO: 91 z SHEET SHEET 3 AND 8 SHEET 4 AND 8 SHEET 5 AND 9 SHEET 6 AND 9 SHEET 7 AND 10 -------------------------------------- ---------------------------------------L---------------------------------------i----------------------------------------i L----------------------------------------L 1 15 S H E E T I N D E - N.T.S. OF SHEETS z STANDARD STREET IMPROVEMENT NOTES zx 00 W z LLJ mmom_L_moo= WATER NOTES 7- CONSTRUCTION NOTES CONSTRUCTION NOTES CONTINUED........................ 0 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS 18. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE A. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND THE SITE APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING CITY STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT HAVE BEEN BROUGHT TO SUBGRADE AND COMPACTION CERTIFICATION. ui DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR THE STRUCTURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL SEWER MAINS PRIOR NOTIFICATION TO THE CITYS ENGINEERING DEPARTMENT WILL BE DEPARTMENT PRIOR TO THE PLACEMENT OF BASE. AND LATERALS WITH A MINIMUM OF ONE FOOT OF VERTICAL CLEARANCE, 40 c L L d UNLESS OTHERWISE AUTHORIZED ON THE PLANS. 0 REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK AND Is_ - 5 z . C.) 0 -A- ,j8 0, EXPENSE. 19. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE b(l PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND C. ALL WATER MAIN FITTINGS TEES VALVES BENDS ETC., SHALL HAVE IL FLANGE CONNEC11ONS WITH ANY ADJACENT FITTINGS. USE 1/2 LENGTH 2. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING M-1 AND AS PIPE AT ALL CONNECTIONS TO FITTINGS PER PIPE MANUFACTURERS' AND COUNTY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS AND ALL REQUIRED BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING RECOMMENDATIONS. ALL GATE VALVES SHALL BE RESILIENT WEDGE UNLESS DEPARTMENT. 20. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT OF OTHERWISE SHOWN ON THE PLANS. WAY SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE- CITY OFF-SITE PROPERTY OWNER. D. PVC PIPE SHALL BE CLASS 150 AND SHALL CONFORM TO AND MEET STANDARDS AND SPECIFICATIONS SECTION 4.03 THE REQUIREMENTS OF A.W.W.A. SPECIFICATIONS C900 FOR 12 INCHES ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR TO PLACING 21. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY AND SMALLER. LARGE DIAMETER PIPE 14 INCHES THRU 24 INCHES SHALL 5�- ON. (BLUE BRUTE MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE COMMUNITY DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, CONFORM TO C-905 UNLESS OTHERWISE SPECIFIED HERE ammonomm LLJ IS REQUIRED BY A.M.W.C.). THE LOCATION AND SOURCE OF MATERIAL. EXCAVATE OR IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. C030 rn E. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH GRADE. ""n 4. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND 22. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY MATERIAL PLACED AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED -BUILT INFORMATION AS TO cr_ F. THE CONTRACTOR SHALL PROVIDE AS SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER AND TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE C= EXACT LOCATION BY CENTERLINE STATION AND MAIN DEPTH OF ALL WATER APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, n FACILITY APPURTENANCES: VALVES TEES AND OTHER FITTINGS METERS THE NEXT MATERIAL. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS cl- AND OTHER PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING THE REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED -BUILT DRAWINGS. 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, ENGINEER WITH A BASIS FOR AS 0 OF 95% IN THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND INDEMNIFY AND HOLD HARMLESS THE CITY OF ATASCADERO AND THE DESIGN ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN G. A CONTINUOUS TRACER WIRE SHALL BE PLACED OVER THE WATER MAIN TING. MENTIONED ABOVE AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING AND BROUGHT INTO THE VALVE CHAMBERS FOR TES CD 90% RELATIVE COMPACTION. LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. CD H. THE CONTRACTOR SHALL FURNISH SUPPLIERS' CERTIFICATES STATING ck: 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE 23. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. THAT ALL PIPE, VALVES, FITTINGS, PROTECTIVE COATINGS AND ALL __j IMPROVEMENTS, WHEN COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS OTHER MATERIALS COMPLY WITH THE REQUIREMENTS THE PROJECT ck: Ln PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. SPECIFICATIONS. C=> RECORD DRAWINGS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. NO STREET OR LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. 1. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN RECORD DRAWINGS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. ON THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE 24. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ONLY. THE CROSSING OF THESE UTILITIES NTH WATER MAINS SHALL 7. A FOG SEAL WILL BE APPLIED TO ENTIRE PROJECT AREA (EXIST. a NEW PAVING) ENGINEER OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF TENTATIVELY BE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL HAND NEW PAVING), CALIFORNIA. EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION OF WATER MAINS IN ORDER TO VERIFY LOCATION AND DEPTH. WHERE WATER MAINS CANNOT BE 8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE 25. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER MAINTAINED WITH AT LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE OF AN ENCROACHMENT PERMIT AND START OF CONSTRUCTION. APPROVED BY THE POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT FROM THE UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE PLANS, THE DEPARTMENT. ENGINEER SHALL BE NOTIFIED AND THE MAIN DEPTH WILL BE ADJUSTED TO 9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF MEET THE NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING U11LITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS J. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES AND PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. THE APPURTENANCES ARE APPROXIMATE. WHERE CONNECTIONS TO EXISTING z CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND LINES ARE TO BE MADE, AS SHOWN ON THE PLANS, THE CONTRACTOR cc COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL SHALL EXPOSE THE EXISTING LINE AND NOTIFY THE ENGINEER OF 0 UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM LOCATION, ELEVATION AND TYPE OF PIPE AND/OR FlTflNGS PRIOR TO ANY 0 U. CONSTRUCTION. DURING CONSTRUCTION. _j K. PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN SERVICES 0: AND RELATED FITTINGS ARE INSTALLED PROPERLY AND ALL METER BOXES w 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF ARE SET TO PROPER GRADE. U NO PERMANENT CONNECTIONS TO EXISTING CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT 00 z M U W TI WATERLINES SHALL BE MADE UNTIL ALL PRESSURE TES NG AND BACTERIA UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-642-2444 2 TO 10 DAYS 0 ci TESTING IS COMPLETE. TEMPORARY CONNECTIONS MAY BE ALLOWED FOR PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF TREE PROTECTION NOTES < CONSTRUCTION PURPOSES, HOWEVER, PROPER BACKFLOW PROTECTION ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH Ill DEVICES WILL BE REQUIRED. W w Fin i COMPANY WILL BE PRESENT DURING EXCAVATION. 1. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERWISE NOTED. L. THE A.M.W.C. IS TO BE NOTIFIED OF ALL WORK INVOLVING 2. EARTH WORK SHALL NOT EXCEED THE LIMITS OF THIS PLAN. Il (BLANK) SHUTTING OFF WATER AT ANY TIME FOR ANY REASON. LINES SHALL BE co 0 PRESSURIZED AND PROTECTED FROM BACK-FLOW COND11IONS WHICH COULD 3. LOW BRANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE Z CAUSE BACTERIA AND DIRT TO ENTER LINES. THE A.M.W.C. SHALL ;g f5 PRUNED ACCORDING TO ISA STANDARDS PRIOR TO ANY HEAVY EQUIPMENT 'q, OPERATE ALL VALVES IN THE ACCEPTED SYSTEM. WORK BEING DONE. ru 12. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE 4. (BLANK) M. BEFORE ANY PRESSURE TESTING IS DONE FOR A.M.W.C. INSPECTION THE SYSTEM MUST BE COMPLETED PER A.M.W.C. STANDARDS; ALL SERVICES LL Lu UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSTALLED AND TO GRADE. ALL MAIN LINE CONTROL VALVES MUST HAVE CHAMBERS SET TO GRADE. ALL BLOW-OFF AIR-VALVES AND FIRE HYDRANTS INSPECTOR MAY ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM 5, (BLANK) J < THE PLANS. THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE MUST BE INSTALLED. FINAL PRESSURE TESTING SHALL BE DONE AT THIS PLANS TO THE SATISFACTION OF THE INSPECTOR. POINT. CHLORINATION OF COMPLETED SYSTEM REQUIRES 48 HOURS BEFORE w FLUSHING. CHLORINATED WATER MUST BE REMOVED. BACTERIA TESTS 13. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, 6. VEHICLES AND STOCKPILED MATERIALS SHALL BE STORED OUTSIDE OF WILL TAKE A MINIMUM 48 HOURS. COMPLETE, AND ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE THE DRIPLINE OF TREES TO REMAIN. DISPOSING OF GASOLINE, CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS PAINT, OR OTHER FOREIGN MATERIAL WILL NOT BE PERMITTED UNDER N. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL CONTINUE FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD THE DRIPLINE OF TREES TO REMAIN. DAILY UNTIL TWO (2) CONSECUTIVE DAYS OF PASSING WITH A MINIMUM OF DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE 48 HOURS FOR EACH TEST. THIS IS A TIME CONSUMING PROCEDURE IF CITY ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. 7. TREES TO REMAIN THAT ARE LOCATED WITHIN 20 FEET OF EARTHWORK TESTS ARE POSITIVE AND COULD RESULT IN 48 HOURS OF RECHLORINATION BEFORE RETESTING. WATER METERS WILL BE INSTALLED ONLY ON AN AND/OR CONSTRUCTION SHALL BE FENCED PRIOR TO AND DURING CONSTRUCTION WITH A 5 FOOT HIGH FENCE AT THE DRIPLINE. WHERE ACCEPTED SYSTEM. 14, (BLANK) THE DRIPLINE OF THE TREES ENCROACHES ON CONSTRUCTION AREAS, 0. CLEARANCE AT EXISTING PIPES OR STRUCTURES OVER 8" O.D. SHALL THE FENCE SHALL BE PLACED AT THE LINE OF ENCROACHMENT. BE NOT LESS THAN 12" UNLESS OTHERWISE SPECIFIED. A SAND BEDDING 15. ALL FRESH CUT AND FILL SLOPES GREATER THAN 2.0' IN HEIGHT 8. NO GRADE CHANGES SHALL BE MADE WITHIN THE DRIPLINE OF THE SHALL BE PLACED BETWEEN THE TOP OF THE WATERLINE AND THE BOTTOM SHALL BE HYDROSEEDED WITH CITY STANDARD HYDROSEED MIX. TREES TO REMAIN UNLESS NOTED ON THE PLAN AND APPROVED BY THE OF THE EXISTING PIPE OR STRUCTURE UNLESS OTHERWISE SHOWN ON CITY. PLANS. 16. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE P. ALL TRENCHES SHALL BE BACKFILLED, UNLESS OTHERWISE APPROVED RESPONSIBILITY OF THE INDIVIDUAL UTILITY COMPANIES EXCEPT AS OTHERWISE 9. (BLANK) BY THE ENGINEER. SHOWN, TICES IRREGULARITIES IN THE 17. IN THE EVENT THAT THE CONTRACTOR NO GENERAL UTIL" NOTES SCALE: NO SCALE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE A. EXISTING UTILITY BOXES, VAULTS, VALVE COVERS, POLES, ETC. SHALL BE F'r- 'J DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS 10. ANY ROOTS 2 INCHES IN DIAMETER OR GREATER THAT ARE ENCOUNTERED ON I W TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE DURING SOIL EXCAVATION, INCLUDING TRENCHING, SHALL BE HAND LOCATED BY UTILITY COMPANIES PRIOR TO CONSTRUCn AND RA SED TO DATE: 4/8/92 J.S.P. 113 GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. PRUNED BACK TO A LATERAL ROOT OR SAVED IF POSSIBLE. GRADE OR RELOCATED AS REQUIRED BY APPLICABLE UTILITY COMPANY. JOB NO: 91 -12" H.D.P.E. SHALL BE UND RS OOD B. REFERENCE TO "ADS N TO ALLOW EQUIVALENT SUBSTITUTES AS MAY BE APPROVED BY CITY ENGINEER, z C. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL SEWER MANHOLES TO FINISH GRADE. R� 15 OF SHEETS 5 MENEM MENEM N M BLDG. INDICATES A.C. OVERLAY TO SMOOTH TRANSITION z 00 0 + -7� + 0.1 z ADDMVE ALTERNATE N 77/7/ e" 0 z INDICATES NEW STRUCTURAL SECTION AS NOTE 0 im z w F7z T R Al DOl" A I C T 0 0 RELOCATE EXISTING SIGYAGE WORK IN THIS AREA TO BE V') cn z '9EHIND PRO IN-PROGRESS BID AS SEPERATE ITEM. CITY POSED SV�WALK 00 Lo WALL MAY ELECT TO INCLUDE/DELETE z V) s. INDICATES REMOVE AND/OR ATE PER CITY ENGINEER V) oi DIRT ROAD I x 1\ I AT IT"S DISCRETION. uj wl 00 cn 11 1 x z clq + o < G FIR�/4`YDRANT (c) + P < -J < I REL�CATE EXI�Xl 0 u- I- Lr' BEHOD PRQ)x6SED SIDZWALK LL1 I m 0 Of V) IRT ROAD Ln ui ui W m < Q� 3�: I uj (n w U) mum. a mmm -mma ASPH. N33*02'23"W 2.2.60' 4.25' A.C. mm- SL-- ME > CL > Ll 0 M-0 j7'82.1 w < bi Z CL ---- ---- I a- �-4.50" CLA A.B. :7b 0 EXISTING SIDEWAL� 0 > INSTALL 4� AGG. c3 Lj-1 'Q - - - - - - -I L BASE SHOULDER x --- - - - rIN <\,- lee 1.9 /111 'r� , 418 Lo DK N <\ c AA031 C" 14' c� STA. 305+29.30 y y 00 9 WD r---T.C. EL.=942.21 INSTALL PARABOLIC CURB FLARE(S) PER CAL-TRAN HIGHW DI y ob RADIUS=0.75' MANUAL, TABLE 405.4, 1992 EDITION, FOR 1: 5 FLARES, TYPICAL. OFF.=0.00' 111. OFF.= 3.00' �o 50.00' 40.00' i�-- Z- 220.0iv o 0 -7�eln 17 STA. 307+80.IJ m ---_OVERLAY TO PROVIDE z c- 11 50.00' k:sl - FWWD MEDM 7FLANWON . 3Q W;-.21'\ 0 s STA. 307+40.13 T.C. EL.=937.37 ' o 00 V, - T.C. EL.=939.48 C.L. OFF.= E meet TA. 306+50.88 SMOOTH TRANSITION 1 T.C. EL.=940.61 C.L. OF T.C. EL.=938.45 C.L. OFF.= 2.62' 306+00 C' C.L. OFF.= 4.50' 30�4 0 F. 4.5' C.L. OFF.= 1.87' '0 ...... < (n + )o 309+00 S33'02'23"E 0 'o 310+00 tx 6-Z c- L 268.52 R=750 -A E- D--o - -----4- - - + 0 � 1/0 r\,- tx -f'�Z Cl\-/ 0 c� C�N 0 CURB lb "I c� b, - 11 -a c� C.L. OFF.=5.25' RAC R 7500 STA. 306+14.32 0�1 cn - C.L. OFF.=3.30' 0 CD C.L. INT. 0 SAWCUT EXIST. A.C. l'- (MIN.) FROM E4ST. E.P. 0 lip STA.A4+3 STA 305+7 .30 4c. C5 =94-2.57 19 19 A P LLJ ?o " A.C C.L. OFF.= 4.30' 77 R , Llj lfc-11- I a, C030 =D cl cl - -- --- -- - -- - - -- - - - - - - - - -- - - - - - - - - - - - - -- x L !/6N %.v L U� u .7 - - - - - - - - - -- - X" m -0- - - - - - - - - -0- 20' 40.4 0 EXISTING SIDEWALK PROPOSED 5' AGG. BASE PATH (6- THICK) 134.94 L.F. Ljj EXISTING SIDEWALK 0 0 - - - - -- - --- ----- ------------------ ------------------------ C" z T, S31'28'1 4"E 180.66' SLOPE EASNbTf------------------------ COX S32'55'43"E 27.36' CURB DIRT t NOTE: SHADED AREA(S) INDICATE PROPOSED CD ro A.C. (OVERLAY) PAVING, TYPICAL. (o c6 NOTE: BAY TAPER(S) PER CALTRANS HIGHWAY DESIGN 00 Im m 00 MANUAL STND. S, TABLE 405.2A (TYP.) 1- Q� I I 0:� + u') CURB co 0 0 GRAPHIC SCALE BLDG. BLDG. BLD BLDG. BLDG. 20 0 10 20 40 80 2 U) V) IN FEET I inch = 20 ft. 945 . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . ------ 'URB GRADE PROPOSED TOP O� CURB GRADE EXI.STING TOP OF Q. -T------------ - . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . .. . . . . - - -- -- - -------------------------- - -------------- . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . 935' . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . I . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ------- -- . .. . . . . . . I . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'2.427c . . . . . . z 0) 0 PVI STA = 304+50.02- 00 z Ico . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 0 . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 1- 0. !�2 ly. . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . LL . . . . PYI. �-EY .= 9�5.�4 Jr� V)-0. . . . . . . . . . . . . .. . . . . . . . A.D. = 4.9 2 x D N + x D 0 w 0 0 r" bj 0 XIS K = 97.56 co(D E JINGGRADEAT CURB a;0 0 1� u- I . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ,INS* 925 . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . n n- (D C� . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . po.n 0.0 . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . cy) o') i -- , w < 0 CL < z Z 0 z o w ui F- 0 uj LL1(n Lli F- DATU2d ELEV ElYISTING PROPOSED TOP OF CURB PROFILE LEFT OF CEN TERL INE 7� < LL 920.00 -j oc) '�aj T ro 0 00 w < 0') 0 0 00 (0 0 clq 0 IL LD C3 0')' ro w + n 0*1 ol 0') 0') AW 0) 0) cn 01) + z -o- CO a: o 72 9501 1 co z 4 lr` < z �"s 0 Z Ll- 8V VC PROPOSED TOP OF MEDIAN AT CENTERLINE 0 Es I:- 0) . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . Ln PROPOSED TOP OF CURB AT MEDIAN TRANSITION CENTERLINE . . .. . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . L3j tL Lj -J W ro (600 K-) 0 of XISTING GRADE �T CENTERLINE V- w PROPOSED TOP OF CURB AT MEDIAN CENTERLINE -0--- ------------------------ . . . . . . . . . .. . . . . . . . . .. .-.7 - ----- --- < . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . > + ---------- ---------- z --------- 0 0 94-0. .. . . . . . . . . . .I . . . . . . . . . 2.46%. . . . . . . .. . . . . . . .. . . . . . . . . . . . .-i Lu uj m b '�d PVI S7A 304+50.02* cc 0 p-C3 _3 F�0') LLJ -0 PVI ELEV = 945.54 04 0 oc -Z U) C) . . . .. . . 2 c� F-0 . . . . . . 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G LL . . . . . . . . . . . . . . . .4-n �2-V.) . . . . . . ro -7 . . .. . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . 4 -i w fy- _J�- W w ol. z cy) . 0') 0) (L WV) m I- wv) m -i < < 11 < 0 EXISTING GRADE AT CE TERLINE EXISTING GRADE AT CENTERLINE _j < q a- 11 < 11 < D� CE -i�- c� -J�-- w < _j�- -i�- 0 m ..DATUM ELEV EXIS 77NG' PROPO,5ED OROFIL E- A T CEN ?LINE urv) bi w cnl b bi cr m co wv) m Lo V) w V) 0 925.00 305+00 3064-00 0) 0 (o 00 Lo 0 Lo ro C'4 c� 12 -4- rl- 0 00 c"! . 0) (o 0 0 r- 00 (06 rn n C'� 14- (3 0) n K) n '4- 0) ro n ro to M M m 0) CD m 0) 0) 0) cn 0) cy) EXISTING TOP OF CURB GRADE -PROPOSED TOP OF CURB GRADE . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . 945. .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . M . . . . . . . . .. . . . . . Cf- 00 5� D + Lij 0 to 00 .... . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . �i 0 L L -------------------------------------------------------- - K-) o o Lli LLI --------------I----------- - 0) PROPOSED TOP OF CURB GRADE < 0 0- Z 0. 935, .. . . . . . . . . < < . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . * ' * ' * * '. . . -i� . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . ui V) w I- .. . . . . . . . . . . . . . . . . . . . . . . . . . ------------------------ cl) -243% 1 =20' HORIZ. I;i:ii;li::i!iiiiii; i SCALE: 7 1"=10' VERT. 0 0 (.)(6 m Z Ld V) a- . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 00 . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . DATE: 8/13/92 J.S.P. (A Lo w 0 N EXISTI G GRADE AT CURB d 0 LL- L'- 57< 4 n 00 . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 925. m .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 91 -611 JOB NO 11 < 0 CL 7- I- Z 0 Lu Cn WF CEN TERL DATUM ELEV EXISTING PROPOSED TOP OF CURB PROFILE RIGHT 0/ INE IE C D 920.00 SHEET Lo clo C14 0 Lo 0 0) 0� 0 c� C3 m m m CD m 15 310+00 307+00 308+00 309+00 OF SHEETS �-i'I T; 11 r�< 7 D;M::7:: ;�EA� ��T 2R IF ......... 411 L N VR , 1,41 \Y� 305+00 306+00 u CONSTRUCT CONCRETE HEADWALL PER CAL-TRANS RIGHT-OF-WAY PROPOSED WARP PROPOSED CURB TO MATCH �-TRANSITION PROPOSED SIDEWALK VE R aw STANDARD D86-B, TYPICAL REINFORCED HEADWALL/-----s 21, EXISTING, BEGIN TRANSITION 20' WIDTH TO EXISTING WIDTH 20' GRADE CHANNEL TO HEADWALL AND PROVIDE 25-11k YL 1D3051'0 A - 103*5 1 z FROM END OF PROPOSED CURB FROM END OF PROPOSED SIDEWALK U 1 4 zzz Z CONC. A RAP SLOPE PROTECTION (AS SHO 15- ------1!-\= 2.0.00- 36.29 PROPOSED GRADED SLOPES BLDG. BLDG. BLDG OLDG BLDG. m N\33'464 TO BE _8461 S :F" z ow \1-3.68' 2: 1 (MAX.), TYPICAL C14 WORK IN THIS AREA TO BE BID LAJ AS SEPARATE ITEM. CITY MAY + *4 PROPOSED x ELECT TO INCLUDE/DELETE J x V) Z 0 CURB RETURN V) z X = 0 m Lij ITS DISCRETION... . . . . f�, 75'01 16 z o uj . .. . ........ Lij CL jt� R Z R 25.00' < < (3 V) S -0 uj 80 L Fx m (n < '38'�L0�----- ------ ..... ........................ 32.7 *w U .. . . .... .. . ... . .. . .. . .. . ...... . ..... . .... . ....... ... . 1_10 (n Z __j _j N36 , . . . ........ . 24' LLJ Lim ui Lij 1 11 (n (n (n ��(f) Lj SL 930 OPE EASD N09'36!42!'E-. . . ... . . .... < < . ......... .... . ..... . . ... .... . .. .. . ... . . . . ... . . 5; <5; 5: FL . . .. ...... .. . .. .... . .... . . .. . ... ..... .. . .... . .. . 2 w < IL w z . . .... . . .... I ... ... . Lli w w < .. .. . . . .. ... . . ........ ..... . .. . . .. ... .. ..... .... . ........ ..... . .. ......... . ......... . . ... . . ..... . . ... . . ..... . : 1 , , .. . ...... . ........ 925 L-1 .(��-FROPbtED CU SIDEWALK 7- - - - - - ..... . .. ........ .................. ......................................... ... ......................................................... ... ..... > 91 EXISTING SIDEWALK : - - -- -- - --- ----- - - AIN T LLJ z GRIND EXIST EDGE OF PAVING AT GUTTER FOR :OVERLAY EXISTING SIDEWALK EXISTING DRAINAGE INLET EXISTING SIDEWALK "T0 5, 41 w Q_ 4 OVERL, ;41 Y", w T� A , LINE 00 7 it ------ ---- S, 'A A.,b7." TUU�!'t AN-D-'t Y`�� 0 T a j ---- --- -- --- - ------ 91-11 - x 9 -- - ----- --- -A.-.514+ H%�Z 36' 19 ... ... .I..ST STA. 314+90.58 CURB RADIUS=0.75' STING STRE EL=924.32 T.C. L=924.0 T.C. C.L. OFF.=5.25' 7 C.L. OFF. 4.50' 11+00 316+04.76 312 Ob. 0 315+00 EL=924.73 T.C, R rV -4.58 0 EL=924.36 T.C. e+. iff. S33'02'23"E 1�_ STA. 313+81.33 C.L. OFF.=1.87' (n TA. 314+90.58 7 , EL=924.43 T.C. I STA. 313+51.33 __0 T.C. AL EL=924.58 T.C. 0�i AX T.C. G.L. OFF.=4.50' Q, C.L. OFF.=2.62' STA. 315+85.60 X :0, - I "1" 11,11, 11 1 .1. 1 1 1 I'll-I I I I I 1 7 rq \___/A\,-/ 15u.uu 3,it A m zwliG,4, c3, U es N EL=924.52 30 00' A CD 2 4 7- aw" 7 Ln 6" H.D.P.E. "P7 Y PROPOSED 2-3 XISTI ONC. APRON LLJ V 19 ADS" N-1 2 STORM DRAIN 'B#) 3AVIVI�u I I tl 7- . (STORM DRAIN LINE u� TING STORM DR C" V� �-p EXIS -1 zos TO BE R&MeVM m C) 416 77= 77. ck:� C= ... . .... . . . p P 'j -u VVILIL- L3m,.3F- r-m-In �v Ini 'K) Z\ (_0 4 Lj maim= CD N C; __l r-r KI'STIf,-0, C. PA IGNAGE B RELOCA r I- I r 6U: "Ib ------------------- -- --------------------------------------------------------- __qLCEE'jL 229.50' ---------- Cl- SID AIN WH C" __j N33*02'23"W'' 00 -- -- ----- - CITY OF 14 E -------- �J Z� slow OE NOTE: SHADED AREA(S) INDICATE PROPOSED S33*02'23"E 01, A.C. (OVERLAY)-RAVING, (TYPICAL). (STA. 314+32.66) 27.55' 0 0 0 CAL -T��NS HWY. DESGN LLJ ck:: 0 0 D F S AS REQUIRED NOTE: BAY TAPER(S) PER - EXPOSE AND DAYLIGHT '(TYP:) AT-AS .... T'A.TE HOSPITAL ' 0 AIN i, E AN--- PROPOSED FILL SLOPE(S) cd -C) 24" NOTE: �5 LLJ ;_71 OR STORM DRAIN I Lai w CD LO TO BE 2: 1 (N/IAX.), TYP 0 PER DET. "B", SHT.14. INSTALL A.C. OVERLAY, THIS 930 �J w 1,�, �NDiCA__ S A.C.. OVERLAY: TO SMOOTH TRANSITION AREA ONLY, FEATHER TO _V, 2419 RELOCATE EXISTING STREET MATCH EXISTING GRAPHIC SCALE 20.00' LIGHT BEYOND CURB RETURN 20 0 10 20 40 so PROPOSED RIGHT-OF-WAY PROVIDE 25 Lb. RIP-RAP §LOF'E RE LACEM NT SECTION, PROPOSED RIGHT-OF-WAY PROTECTION, LOCATE PER CAL- �NDICATPES NEW STRUCTURAL SECTION AS NOTED CURB RETURN CURVE DATA TYP. SIDE STREETS CURB RETURN CURVE DATA U 6" EMf-- i 2.50" A.C/10.00" CL.11 A.B. 89*59'48" Z\ 89*59'48" TRANS PLACEMENTMETHOD B. L 90'00'12" A 83'48'00" ROCK TO BE SECURED WITH PROPOSED 3-36" H.D.P.E. IN FEET INDICATES REMOVE AND/OR RELOCATE PER CITY ENGINEER R = 30.00' R 25.00' CONCRETE SLURRY MIX PER ps ADS" N-12 STORM DRAIN R 30.00' R 25.00' I inch = 20 ft (A)_ L = 47.12' L 39.27' CAL-TRANS. STND. SEC. 72. (STORM DRAIN LINE V) L 47.13' L co= 36.56' 935. .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . I . . .. . . . . . . . . . .. . I . . . . . . . .. . . . . I . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . PROPOSED TOP OF CURB GRADE EXISTING TOP OF CURB GRADE . 0 C + +(0 r- . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .... 0, V) . . . . . .2.4-27g.. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . Ggi 0 1 Lj nN C,4 V) m z ------------- -------------- 0) ------------- --------------------- . . . . . . . . . . . . . . . . . . +150% 0 925 . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . V) --- -------- ----------------------- ------- -------------------------------- CM W LL . . 01 --- +0.-�8% .. . . . . . 0 z ----------------- -------- M EXISTING GRADE AT CURB I- J'i V) af 57<.D . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . C + uj C) -00 0 Lu N 0 0 915. .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .0) . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . j 0 in,CIL . . . . . . . . . . . . . . . . . . . . . 0 < ZO 2-30" H.D.P.E. STORM DRAI STA. 316+1.5.60 EL=918.59 F.L. Lu IL ELEF EXIS 77NG PROPOSED TOF OF CUI?8 PROFILE LEFT OF CEVTERLINE + (.0 910.00 r'j z 00 00 u z 00 00 0) 00 0) 0 7 �t C� 3; `� (6 pr) 00 IL C; C'4 C14 Cq C14 C14 C14 CY) 0) 0) 01) 0) a) 0) 0) 0) 0) z 00 dir LLI C) C_% O-uj C3 N 940 m VC 0 Lu >- 400 OD + 6 w m u') Lq 00 . . . . . . . . . x C.. 0. . . . . . .. . . . . . . . . . . . . . . .. . . <.w LL UA 0 C . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . uj-m . . . . .. . . . . PV1 STA 31.4+00 . . .LOW. POINT ELEVATION. 924.20..T .. . . . . C:Y;�2(n . 2 T_ 1-- 0 zw (0 't L<< 11 > 0 ul) PVI ELEV 923.00 LOW POINT STATION = 314+72.22 0) LO + 0 11 O_ N 0 + < Z Lu (0u) uiz PROPOSED TOP OF -MEDIAN AT CENTERLINE + <z + + (no �O F5 uj M A.D. 2.75 C� 4 ow _j LO I 1-w w C) l, -< �. Fr 0 145.20 . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . ....I- W-0 .. . . . . . . . . . _j . . . . . . . .. 930 -7-7 2.6-4 7. . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . .C-4 C'i F-:x . . . .. . . . . . .K C,4 => fl) ZLj (3) ,n . . . . . . . . j 0)(3) --r Uj X w Ij < ------- 1 01 Ism ; < 1-- 7-------- 1.87% 11 o 0 IL w < _j F- w af V) ! 1!;1 1: 11 0 0 LL-, a� --------- 21 ------------ --------- _j_j < _j F__ z 0!�Ljj_ o w(n M LL- LLJ +0.88% --------------- -- w w LLJ LL- C11- IL-_ . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . Ld.U) LILL-_j. . . . . . . . . . V) U m . . . . . .(A QOf . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .i!� . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . --------------------- ----------- ------ -------------- -------------- --- ------------------------ --- Z_ EXISTING GRADE AT CENTERLINE 2-36" H.D. 920 .. .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .w Y. . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . STORM- DRAI 0 0 < STA.* 316 0 0 < w Of Cr_ DATUM ELEV EXISTING PROPOSED PROFILE A T CENTERLINE 0 m EL=918.48 F.L. 915.00 Go 0 co 0 0 co U-) 00 0 (0 u') 00 1- 0 C� N 0 0 . C� C� 1� 'j 1`� ,-k NO in 4 0 C3 00 ai (D 0 U-) cli 0 N N I;t N r- N C14 N Cq C4 N C14 0) C14 cr) N C14 Cq m Cq 0) 0) 0) CD 0) 935 20V VC PROPOSED TOP OF CURB GRADE Q) N . .. . . . . PVJ STA 31.4+00 . . .LOW .P.OINT.ELEVATION..= .922.46 T.C'Z tz)* . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . -2-45% N PVI ELEV 921.80 LOW POINT STATION = -314+32.66 Q) rio ELEV. (F.Q= 921.86 + N oi A.D. 2.97 LOW POINT ww -1.97% 1�_, � 00 . . K 925. .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .rn . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .67.34 . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . +1.04% xw -------------- 1 `20' HORIZ. EXISTING7 GRADE AT CURB SCALE. 1 "=10' VERT. . . . .. . . . . . . . . .(n. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .zw . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . i 2z' co N (n V) F- 50.00' 50.00' '0 + XO DATE: 8/17/92 J.S.P. + C� 2--36- H.D.P.E. v) L LQ W L% 915' . . . . . . . -SlORM. DRAIN .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . .w y. . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . .NOTE:- WARP. FLOW. LINE. @. 0.5% TO C-4 Z Gj . . . . . . . . . . . . 0 < JOB NO: -611 tfk *3' 4�2�q�.S4 . . . * , , 4" "1, , * , TOP 0 GRATE, TYP. 50' EA. SIDE SIA. 315+86.34: 91 r < w EL=922.60 TO _j < < 11 _j _j OF LOW POINT EL=918.38 F.L. 0 co Lu (n V) Z BCR (3 DATUM ELEV EXISTINEZ ROPOSED TOF OF CURB PROFILE I?IGHT Of CENTERL ui 910.00 LO 00 cr) SHEET r n CD (0 cli 0 r- C-) CD Z Z W BID po/ BLDG/ LZZZL/ e j Y T A z < C) 0 cc) 0 00 LO Lr; 0 C� 0 C� C� C� r' c6 (6 C� 04 N C14 C14 04 N C14 C14 Cq C14 N C14 C14 M 0') 0) 0) CY) 0) 0) 0) 0) 0) CD 0) 4 15 olcl) 311+00 312+00 313+00 314+00 315+00 316+00 OF SHEETS MENEM 101111m BEEM m PROPOSED CURB TO MATCH EXISTING CURB, NON-STANDARD WIDTH EXISTING WARP PROPOSED CURB TO MATCH EXISTING CURB, WARP RELOCATE "STATE HOSPITAL" BEGIN TRANSITION 20' FROM END OF EXIST. CURB. BEGIN TRANSITION 20' FROM END OF EXIST. CURB. SIDEWALK TO BE REMOVED AND uz z 00 SIGNAGE BEHIND CURB, TYP. REPLACED (THIS SECTION ONLY) 0 REMOVE EXISTING DRIVEWAY ARRROACH AND 10 REPLACE EXISTING DRIVEWAY APPROACH TRAN i r n 0 00 LO 7 BLDG. m OF EXISTING DRIVEWAY, INSTALL NEW DRIVEWAY SITION AS REQUIRED AT END OF PROPOSED 0 C'q co O� z Cr. z + 0 0 1� RELOCATE EXISTING UTILITY POLE co SECTION TO MATCH EXISTING + + CURB AND GUTTER co + 0) 00 ch z 0 C) a w (D BLDG. to CL < CK + + A.C. OVERLAY, THIS AREA ONLY, FEATHER TO REMOVE 10' OF EXISTING CONCRETE CD V) V) z _j C14 V) < Clq MATCH EXISTING z WALK, INSTALL NEW SECTION TO C-D uj Z < < < 2 0 A PH. z X MATCH EXISTING 0 >_ < V) z ASPH. (n 0 uj z < Z (n p < _j LLJ Cn m a . !:� m _j V) (n < IRT Li DIRT uj I Lij (n W (r Wow wm SLOPE EASEMENT w (n W Lf) Z (n E 65., > CL > z > 10, > 7*5 '31"E 52 V" < ww wz -%7w- x RIM PROPOSED CURB, GUTTE & S41) WALK 0 RELOCATE EXISTING > PROPOSED CURB, GUT ID AL C� w <-,j Id- <U�) <� Li 66.57 L.F. 11 EXISTING SIDEWALK =42,3:) 220.41 L.F. 0 419 1 M ILB EXISTIN IDEWALK PROP S CURB, GUTTER, & SIDEWALK cj� L . 0" L_ ::;:�r--- 103.38 L.F. LLJ Lij LLI E STING SbIDD At A Y_ p _T r T ...... C.L. OFF=3.69 C.L. OFF=4.50' A EL=931.88 T.0 73r, In 501 0 7_p_ 14. Z ZL: ZZ_ 7 1015 dt 0 �41 Z.-Arl"_�Z_ 4. 319+24.85 �ilA. 320+01.07 In 0, STA. 318+34.85 STA. 318+64.85 Eu=929.73 T.G. EL=931.03 T.C. CURB R&DIUS=1.2V CURB RADJU L=929.29 T.C. C.L. OFF.=4.80 DRAIN INU DET...A--5-H-T-14 4 tK' 8.4� T EL=928.87 T C.L. OFF.=5.25' 0 STA. 321+16.66 EL=923.93 INV. +00 EL=928.42 00 321+00 I'll li 4v/ 5 �11 7 4-no ON C, C; L. OFF.=2.621 320+ EL=930.85 T.G. EL=924.03 INV. E. �STRUCTURAL SECTI _C.L_0 L. OFF.=1.67 C EXIST. MA C, 9- 7e-7 -M--Er---& -V -A 1-7777;7 S33'02'23"E c� OLE _Z (-D NOTE: BAY TAPER(S) TO BE N %, 1 %9 EL=932.16'UD 1�_ <^ :r &I C L=923.03 V. C� 0 STRUCTED PER CAL-TRANS. HIGHWAY r 'A Av DESIGN MANUAL STND.*S, TABLE Cb N )_C�l 5' ?1 elQ ? 11 C-9 ul 0 xv, 4C.Rol )/V �A<l 405.2A. Cb 01 Cb 'b 0 62.28' C*l 19 -4 ACCELERATION TRANSITIO INLET DETAIL NAN SHT.14 & U-) -0 STA. 320+49.87 STA. 321+31.23 EL=925.93 INV. OUT Ljj EL=931.85 T.C. 1.9 r-L=931.32 T.G. SAWCUT LINE STA. 321+21 an-% C.L. OFF.=6.00' < 0 X\, EL=933.07 T.C. __j m C= C-D SED 5'-0" WIDE AGG. BASEPAT THICK) 422.04 L.F. 0 m Rosso= C) LLJ GONG. 20 68.39 L.F. 0 PRO D CURB, GUTTER, & SIDEWALK Tr T9. rl 2:1 MAX. 2: a 2:1 LLJ A K. ASEMENT k> N34'31'12"W 19,5.,5,) 'l E _j -------------------- SLOPE E ---- 925. C03111 CL NZAT 10w Y 5 -3 _!�_5 - �t - x 5 _GFI�EASEMA _j C-D PROPOSED RIGHT-OF-WAY REMOVE EXISTING METAL/CONC. POST(S) QA C CURB RE,,.., CURVE DATA -Z LLJ PROPOSED A.B. PATH TO MAINTAIN EXIST. A TA C A D E rm___' 0 STATE H u" S P I T A L RIGHT-OF-WAY PROPOSED A = 90*04'32" L = 90*0424" C) hoe ui LIFT STATION COVER ELEVATION URVE DATA CURB RETURN W R = 20.00' R = 15.00' L = 31.44' L = 23.58' INDICATES A,C. OVERLAY TO SMOOTH TRANSITION = 9'55'28" Z\ = 89*5528" r-Y < GRAPHIC SCALE = 15.00, R = 20.00' Ln I T. L = 23.54' L = 31.39' -6 1/ 1 BLD 20 0 la 20 40 so -6 A.C. BERM, TO A = 356.65 SQ.FT. INDICATES NEW STRUCTURAL SECTION AS NOTED RELOCATE E ING UTILITY SERVICES REPLACEMENT SECTION, 1 15.00' 15.0 TYPICAL SIDE STREETS IN FEET INSTALL A.C. OVERLAY, 2.50"A.C./10.00"CL.I I A.B. 1 inch = 20 ft. INDICATES REMOVE AND/OR RELOCATE PER CITY ENGINEER FEATHER OV AY TO MATCH. A A A n + :- --- ------- 935. .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . EXISTING TOP OF CURB 'GRADE -----------ON- PROPOSED TOP OF CURB GRADE ------- . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . I . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . +1.51% EXISTING TOP OF CURB GRADE ------------ -got- U PROPOSED TOP OF CURB GRADE . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . '1,5 . . . . . . 925 . . . . . . . . . .+ .0% . . . . . . . . 00 Z U-) z 0 Z '0: C� 00 7 C) Crj m . . . . . . . . . .. . . . . . . . 00 Cn o6 � EXISTING GRADE AT CURB . . . . . . . . . . . . . . . .. . . . 00 cy- er 0 5R ::). . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . �2-w . . . . . . . .. . . . . . . . . . . . . . . . . x ID I 1 0 + X :) + (b + 0) , D 0 LL C�(0 LLJ 0 r- EXISTING GRADE AT CURB + M 0 Lij 0 U_ Ll- U_ Lj_ LL- L,- L- LL_ . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . uj 6110 0 0 C-4 10 5 0 . . . . . . . . .. . . . . . . r). C).0 . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . PC) CDC), w 915. .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 0) .. .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 0-) < 00- 11 < m CL < 0 Q_ z 0 ZO -I F- Z 0 Z 0 _j� j u� wv) ui Lli Cf) ui Ld V) LJ uj V) Ld F_ EXIS C DATUM ELEV 77NG PR OSED TOP OF CURB PROFILE LEFT 01 EN TERL INE 0 910.00 w + + (D 44= 0) DO 00 w r 0 (0 C-4 C� L0 00 N 01 1'� 00 n 6 (:� () a cr z Fl) ro - 06 C3 C� r.0 00 0) z Lri C14 C14 04 cli N C-4 0) cli a) 04 0) 0") m CY) 0) 0) 0) cr) 0) 0) 0) 0) L 0) 0) Cf) 6 0 i U a� 940 w LO PROPOSED' TOP OF MEDIAN AT CENTERLINE .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . + . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . Fmm F ---------- --------- 0 L--l-l" 2.1 +1.69% .. . . . . . . . w ........ . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 930. .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . w U. > A ................. uj x 0 0 w 0.uj -------- ----- -------- OZ < r, o z 0 > N (& --------- - - T- Lo' _j 00 (.6 -J _j C� F- 00 _j - --------- ------ - OD 00 Lli . . . . . . . . . . . . . . . . . . .. . . . . . . . L) . . . . . .. . . . . . . . . . . . .. . .0(0 - - . . . . . . . . . . +0.88% LLJ 4 m . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . j, < 01 C z LLJ "j. Z uj 00 (n Z -F- ----------- N - F_ w < + W < 00 + 0., + a- U) + 0 4 - z ui EXISTING GRADE AT CENTERLINE w b- mo E uj 0 0 uj 2 00 < Cq m I %_ C3 UJ W M C) a w :�j 0, ui 0 M ui 0 C� _j 04 w y CO _j.0� PO K) -- - - F. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . to - rl., :2. . . . . . . . .. . . . . . . . . . . . . . . . .. . . Z-w . . . . . . . . . . . . . . .. . . . . . 920* . . . . . . . . 0. < . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . N K) uj Cn . . . . . . * * , , * * , , " * * , - F_ - V) I.D P.E. I E < w z m P m 2 1-: m . :E m K-m 30" f STORM DRA N PIP af X, m 0 zo 114 0 0 LL_ < 00 = < V) 11 < 0.0 II < 0 11 0 - z Q:� Lli D _j F- *CE S2 EL=925.26 F.L. 0 CE_NTERLINt 0 m _j I- uj _j F__ ui . bi z _j _j z a� 2 _j F 00 w 0 m (0 0 w Lij V Ld LL. _j Lli V) Ld U_ X ui V) 0 :2 w V) LL- Cr_ DATUM ELEV EZISTING PROPOSED PROFILE AT CEN TERLINE I ()i� - L0 9.15.00 1- C) ul Lo CF) 00 0) 04 ul . 0) u) C_� (7) 04 0 C� co 00 0 2 In - N V) L(i 10 6 ('0 (6 CJ Cq 00 to n 4 cli 04 N N N a) N N 04 0) K) CD 0) 0) N 0) 0) 0) 0) 0) m CN cr) 01 m 935 +0.64% TOP OF CURB GRADE +1,71% STA. 316+83.79 PROPOSED ------- EDGEOF CONCRETE . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . w . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . .. . . . 'LIFT 'STA110N* LID . . . . . .. . . . . . . . . . .. . . . . . . . . . ... . . uj ui CROSS- UTTER 0 Ca . . . . . . .K4USSELMA4 -DRI-VE . . . . . . . . . . .. . . . . . . . . < < 925. .. . . . . . . . . . .. . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . EXISTING GRADE AT CURB U) z U-) - () 0 < Z . . . . . .c6 �.. . . . . . . . . . _j C6 m. . . . . . . . . . . . . 4 1_: . . . . . . . .I=m . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . LA:00 _j . .. . . . . . . . . . . . . . . . . . . . .. . . . w in Ln + + co + (n 1 "=20' HOR12. 000 V) SCALE: 0 w OIL N 0 C5 CN :D 1 "=10' VERT. . . .. . . . . . . . . . . nnuj JU 915. .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . 0 < . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . m ui w m DATE: 8/16/92 J.S.P. < _j _j 0 m V) 1�j V) LJ wv) 0 0 DATUM ELEV EXISTIIVG PROPOSED TOP OF CURB PROFILE RIGHT CF CENTERLINE �f-F! JOB NO: 91 -611 0 gia oo 0 CD (0 00 r- C5 r- z ro m Go Go 01, (0 ui 00 r� m a6 a; N LO 4 C14 N C14 N 0) C14 cli 04 m 04 04 CY) 01 0) 0) m m m m m SHEET 0) C14 0) 0) Ir 321+00 320+00 317+00 318+00 319+00 15 PRO OF SHEETS F POS `77 < EL T SI. A ILBOXES 7` SE 14 CUR RETU BEYO D CU B RET INSTALL A.C. OVE LAY, GRIND INSTALL A.C. OVERLAY, GRIND E SE WI LL CT, DE-TAI77,777T. -41Y y 91'56'05 �00' INSTALL A.C. OVERLA GRIND EXISTING A.C. AS EQUIRED, EXISTING A.C. AS REQUIRED, R 20.00' L 32.09' < EXISTING A.C. AS RE UIRED, REM EX FEATHER OVERLAY TO MATCH 0 1 \\MASONRY FEATHER OVERL TO MATCH. 0 z bi PILLARN R TE FEATHER OVERLAY MATCH JOX rm c6 tK MA S I�IDES) 0 V) 00 C14 Lj Ix in- 420 Z LL, V) ROPOSED z x (3 < PROPOSED z PROPOSED 0 4 to /Z PROPOSED U11) PROPOSED n M 0 B RE� URB RETURN if CURB RETURN CURB RE 'URN B RETURN 0 vi < L = 89*58'49" �s = 90,01"11 V) V) w uj uj m R = .00' cn w 2,000, R = 20.00' R = 20.00' REM0VE AND R = 20.00' 3n -7A' EMO AND 20 1 L-N w (n V) V) 3 J./t� 01 = 32.0its REPLAbE 15' L = REM �E 15' 00 E 'SITI-N-01 , L = 31.41' REMOVE E ST. WOOD NCE D V� C, iL- ��; X 5; 0 OF E STIN G L0 LIJ < uj Uj af PROP.' r,,]j4p WAR CURB WARP IS/w PROPOSED RB, GUTTER, & SIDEWALK lumn, uu I EWALK WARP > U) .47 L.F� F T ,, M TCH & MASONRY FENCE 174.04 L.F. TCH JDE 21 L Li -GUTTER/ Lij u G_ Cb 4`7K-_ k Lu A N Z� p zo. A. 1. 11 0 4m 0 1 7JZ EW N x\.) CL >_ -,j-ey 1.- 30.00' 30.00' --3G-.GO' --EW-- -EW EW EW STA 3 STA. 322+51.07 3+11.0 cb Cb 1 - Nv - STA. 322+21. 7 STA. 322+81 07 1 0, 8) / T.C. EL.=93! _T_ -29 13- T.C. EL.=935 5 C. EL.=935. NOTE: BA APER(S) PER CALTRANS HIGHWAY STA. 324+99 SAWCUT EXIST. A.C. 1'-0" STA. 327+47.35 In > T.C. EL.=934. 4 .1 OFF.= 0' C.L. OFF.= 4. 0' C.L. OFF.-: 1.87- C.L. OFF.= 2.652' C.L. D IGN STND.-S, TABLE 405.2A. (TYP.) C.L. INT. S, >1 (MIN.) FROM EXIST. E.P. 0 C.L. INT. 'y 322+00 323+00 0 '0 324+00 E+00 326+00 y C3 327+ 0 0 0-) 19 9,, 51 19 19> 19 9 1 9 9 19 19 19> LL1 19- 9 19- ,�, __1 a 09 190 7 %AN 9 LY7 7> LIJ VONr J _L 6' U 0 ks��c I i < CO/ CO/ r4l,�\F%.O s m cl/ �cl c C4 CD D 7.51 F. cif 19 0 19 %9 19 9 19 9 c ?a 19 9 19, ?a, 19 `0 0 7 kJ > g LIJ Of lv� ? I >1 .1 1 ( u I -1/ ;6% m C, -OW-0 S% T-/- -T CD 17 ccs _0_ z EXISTING SIDEWALK EXISTING SIDEWALK 7 "% I I / EXISTING SIDEWALK 0- Li --wpm _Am C- Lj_j El _j SLOPE AND DRAINAGE CD EASEMENT ft- CD u LLJ cif L__j ED LLJ L0 0 ZZ C5 �- M LJLA LLJ CD 0 S�2 Lr- 177 + X Z) Ilk L INDICATES A.C. OVERLAY TO SMOOTH TRANSITION LL. L, GR4PHIC SCALE 0 0 0 CL 20 0 10 20 40 so INDICATES NEW STRUCTURAL SECTION AS NOTED F- Z 0 ui �_ �%� 2 ( IN FEET INDICATES REMOVE AND/OR RELOCATE PER CITY ENG INEER I inch = 20 ft. 945 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EL=932.87 TC EL=933.80 TC PROPOSED TOP OF CURB GRADE +1.99% . . . . . . .-$TA, .322-47Q8.0.1 . . . . . . . . . . . . . . . . . . . . . STA. 322+84.05 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ECR B6R' . . . . . . . . . . .. . . ------- C CROSS- GUTTER N ROSS-GUTTER z +1.22% . .ASH .STREET. . . . . . . . . . . . . 935 . . . . . . . . . . . . . . . . .MAPLE STREET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . +1..42%. l 1 % CROSS-GUTTER 0 0 WILLOW COURT 0 LL on 0 0+� , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CID st (0 E X'1 S*T I'NG' G*R'AD' E* 'A'T C*UR B' + uj r- + 0 + af r- C-) _j - (3)u') 0 ON r cr)�t 0 C'4 C-4 Ld LLJ.Y ff) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u- Lr) Y_ V-y . . . . . . . . . . . . . . . . . . . . . . . . . ro . . . . . . . . . . . . . . . . . . . . . . . . . . . n n . . 925. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < 0) 01 < IL if <1 X X _j F _j _j�_l Lu V) W + + ui 01 0 m Lu U) DATUjV ELEV EXIS 77NG " PROPOSED TOP OF CURB PROI ILE LEFT OF CENTERLINE w 13 cr Z c'j 920.00 _J - cy) 0 co co 0 00 0 0 c� r- CID CID 100 0 IN 00 0 co 0 co 0 (7, C-0 r 00 (c! ur, 00 - C3 cf) 0 0 4- ,4- -- -4- L0 '0 c� lc_� c� n cy) p1r) m 0) 0) 0) 0) 0) 0) 0 0) 01 0) 0.) 0) 0') cy) cy) 0) 0) z Icn im UJ L0 c� 945.1 LU a) A -PROPOSED TO >0 + EL=935.73 TC +1.86% EL=934.64 TC STA. -322+21.07 `STA. 322+44.03 STA. 323+11.07 P -OF MEDIAN AT CENTERLINE ----------- - -7--7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . DEGIN BAY .TAKR . . . . . . . . . . . . C.L.. INTERSECT�ON. . . . . . . . . . . . . . BEGIN. MEDIAN. 6..00.. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------ --- FROM GENTERLINE u; 0- 4.5' FROM C.L. MAPLE STREET +1.21% -------- U. > RIGHT LEFT, END BAY TAPER -------__----------------- ---------------- 0 _j 9350.6.9%. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . ------- ------ 2 0) C w ro F- V) c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r, . . . * ' ' . . . . . . . . . . . . . . . . . .m I . . . . . . . . . . LL I-: o) Z) V uj I + (k ui + 0 EXISTING GRADE AT -CENTERLINE LL "id- 0 bi Y_ N 0 < n. -3: . . . . . . . . . . . . . . . . . . . . . . . . . ui y . . . . . . . . . . . . . . . V) . . . . . . . . . . . . . . . . 925 . < w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 < x cr_ 0 < uj boo, 0 m V) 0 w1c, < J DATUM ELEV EYIS T11VG PROPOSED PROFIL E A T CEN TERL INE 920.00 LO 0 0 r- 0 0 q- 0 C; U-) LO N F, U-) 06 lc� 0) LO 00 c� C3 ff) n u� (6 (6 c6 CID o) 0) rq 945 ------- PROPOSEDJOP OF CURB GRADE �XISTING TOP OfF CURB GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -------- --------------- ---- -------------------------------------------------- .......... . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I Juj ------------------------------------------- - < < . . . . . . . . . . . . . . . . 935 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +.0.64% - ------------ ----------- ---------- uj 1 "=20' HORIZ. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SCALE: 121=1 0' VE R T. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) !�2 < DATE: 8/17/92 J.S.P. u ui U- . . . . . . . . . . . . . . . . . . . 925. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < w w cr_ 91 -611 JOB NO: om PROPOSED DATUM ELEV EXIS TIN G TOP OF CURB PRO71LE RIGHT OF CENTERLINE z 920.00 0 0 LO u 0 Ln SHEET 0i Eli (0 L0 06 5`1 cn cn 0) 0) cn er cn 0) 0) 0) 0) � :Y 15 326+00 327+00 322+00 323+00 324+00 325+00 OF SHE E 7o L BEY07DT "077_0*7 w OT.7 7SE7w L7L DE ff PRI / U R SEE=MEN=MmEm 0 WARP CURB TO MATCH EXIST. ASPH. BEGIN TRANSITION 20' BEFORE z + �D BLDG. ASPH. BLDG. EODI OF EXIST. CURB, (TYP.) 00 4000' PARKING > AREA LEI riz U)z U1 0 LLJ ZZZ_Z_Z_Z_Z_Z_Z_Zj H : z L-Li ®r -i W EXIST. UTILITY z C') 9so 0 < r RISER & POLE Cc z WALL WALL _j -4, CURB z CURB CURB < (n < RELOCATE EXISTM FIRE HYDRANT ...... .... . . . ... ......... .. . ... .. BEHIND PROPOSED SIDEWALK SIGN . . . . . . ui uj m 945 El (n (n > CL RETAIN WALL RETAIN WALL ui < w z PROPOSED CURB, GUTTE-*R, & SIDEWALK RETAIN WALL RETAIN LL RETAIN WALL < 1 0 CO_j I\. --- Lij 84.42 L.F.*. 1.19 EXISTING SIDEWALK ILL EXISTING SIDEWALK EXISTING SIDEWALK uj - - - - - - -- _LL - - - - - -- - - - - - - - - - - - - - - - - - -- - - - -- - - - -- ---- -- Fir— - ---- -- - - - -- 71 RT - - - - - - - -fl F - - - - - - - - - -IT - - - -- --- - q%mmdmmmmmmm EMS= wi p 19 T 6" �16 NOTE: -V X\ BAY TARER(S) PER CALTRANS HWY. DESIGN EG EG x\\0 w Q0 BLE 405.2A (TYP.) MANUAL STND.'S, TA 47 X\ >\ N < :_j 1� 0. *. �) e PAAABOLIC FLARES PER CALTRANS HWY� 'DESIGN KKDIUS= 0.75' 50.00' EW _71:-' EW- STA. 330+42.45 STA. 3�1+14.43 STA. 332+01.02 MANUAL STND.'S, TABLE 405.4 (TYP.) Ln AWCUT EXIST, -A.1 . V-0" (MIN.) T.C. EL.=946.85 CL. OFF.= T.C. EL:.=948.18 to L� T.C. EL.=949.79 Ch - 0 C�_ C.L. OFF.=6.00' C.L. OF STA. 332+50.25 Q1 FROM. .EDGE 'OF EXIST. PAVING C.LCOFF.=6.00' RADIUS= 1.20' F.= 6.0 _C3b13RADIUS= 1.20' 0 T.C. EL.=950.76 330+78.20 CL. OFF.= 4.80' 0 0 STA. CL. OFF.= 4.80.'- C.L. OFF.=3. z C.L. INT. 328+00 7 JAJ 331+00 332+ 333+00 ETA. - ------------- 0 %� R4iAr----iCZ5 8- -E13--�- I -D < STA. 328+63.20 T.C. EL.=944.26 w 0 C14 of I ------------------------------------------------ ------- T.C. EL.=943.65 C.L. OFF.= 4.,50' L9 STA. 28+33.20 19- / 'Z- --------------------------------------- C.L. OFF. 1 7' 9 IQ 19, 9- & V) IQ > 3�28+0�3.2 0 T.0 EL.=943.00 % > 6' . OFF.= 2.62' C �V r 16, STRIPING -QNLY (SEE SHEET 10) 6,00' ), -, 1 4 k, F.' r u q.--v _� _* 0 C.L. OF ' �6' r'�41- q ?0 C, T.C. EL-.=942.38 0 S 0 _0 C, ry tK 0 ........... EL 50.00' C3 STA. 332+4-9.80 m Co T.C. EL.=950.70 4 9" OFF.= 16.00' 0 TA. +63. LT T. EL.= .06 Ci' 5- cr) L. .09 Lij T.C.&.F--948.22 C.L. OFF.= 4-.bo- .0 V/7, C.L. OFF.= 6.00`� .0 ed> C.L. 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CITY MAY ELECT TO INCLUDE/DELETE IN FEET AT IT'S DISCRETION. 1 inch = 20 ft, 960. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 1:-�: 'PROPOSED TOP *OF CURB GRADE C) Co EXISTIN� TOP OF CURB' GRADE --------- P- V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4- _x' I-D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Co w 0 C� 04 L, U_ 4 1") o o -------- 950' . . . . . . . . . . . . . . . . . . . . . . . .0) .. . . . . . . I . . . . . . . . . . . . . . . . . . . . . . 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END OF MEDIAN 6.00' OF MEDIAN 0 END BEGIN MEDIAN 6.00' END. FLARE . . . . . . . . . . . . . . . . . . . . . . .EL=942..50. TC . . . . . . . . . . . . . . . . . . . . . . . . . . . EL=944.17 -TC. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E.L=946,97- TO . . . . . . . . . . . . . . . . . . . . . . . . . i . . i F . i . . . i NE' . . . . . . *0' *FROM' C* .L' T E ROM CENTERLI 6.0 FROM CEN ERLIN STA. 328+03.20 STA. 328+93.20 STA. 330+-42.45 - FLARELT. RIGHT LEFT, BEGIN LL w .OWN= .. ----------------- LEFT op BEGIN MEDIAN 4.50' END MEDIAN 6.00' END MENAN 6.0 r-----------7 > 950 FROM -GEN TERLINE . . . . . . . . . . . . . . . . . . . . . . . . FROM CENTERLINE. . . . . . . . . . . .. . . . . . . . . - - -FROM -GENTERLINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . Am i as I LEFT, END BAY TAPER LEFT 0 TAPER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U) < RIGHT, BEGIN BAY +1.86% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ------------ ---------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE AT CENTERLIN 0 DATUM ELEV EXIS TING PROPOSED PROFILE AT CENTERLINE 0 328-FOO 935.00 329+00 330+00 331 +-00 332+00 �00 0 110 (D 0 Lo U-) 0) U-) C14 It 0) V-) C14 0 CD 11R . 0 0 0) . Co . Co C� C� n . CY) 0 C3 04 ro uj C6 Cd CO c6 Lo C� C� �q- 4 4 'q- 0 V) 14- �t 0) 0) 0) CY) m 0) 0) . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EL=9-44.00 TO PROPOSED TOP OF CURB GRADE EL=949.50 TC EXISTING TOP OF CURB GRADE -STA. '329+85.97 STA. 33*0+81.42 STA.. ,332+48.02 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 955. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . END -OF E'XI`ST' IN' G* . . . . . . . IN*TERS'ECTION BCR TOP OFCURB SAN GABRIEL STREET - --------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . -------------------- w ui +2.10% 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ty- x . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . Z 945. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w CD 0 1 =20 HORIZ. ------ D CALE: 0 z 1"==10' VERT. Lu F- ------------- 0 >. . . . . . . . . . . . . . . . . ZW ---- ----- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -------7 ---------- . . . . . . . . . . . . . . . . . . . . . . 100 Lu < (A DATE: 8/16/92 J.S.P. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + fl:� 0 CURB W EXISTING GRADE AT W 6ro F ly. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z 0 JOB NO: 91 -611 z935. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m "D T DATUM ELEV EXISTING PROPOSED TOP OF CURB PROFILE RIGHT OF CENTERLINE Lu Lo 0 Ld ------- SHEET 930.00 -"y CY) 0 C14 0) 0 0 0 0 0 C14 C� a; 00 C6 C5 12 Lo Lci co LO Lo �t �t 0) a) 0) 0) 0) Cy) 0)1 7 15 z 332+00 333+00 OF SHEETS 328+00 3294-00 330+00 331+00 N 0 T E N 0 T E BEGIN DOU13LE 4" WIDE YELLOW STRIPES PER �z ow CAL-TRANS. STND. SECTION 6-18, DETAIL ADDfnVE ALMRMM NO.3 Lj_ "Sz 6 1 22 AT STA. 302+29.00 TO STA. 304+29.00. Lj T R A C T 2 uf AS ALTERNATE, CONTRACTOR SHALL BID AS TING STRIPED CENTERLINE z TRANSITION EXIS A SEPARATE ITEM, A STRIPED MEDIAN ONLY z _j TO CONFORM TO PROPOSED CENTERLINE. -TRANS. TRAFFIC MANUAL STNDS., 09 -5? ow PER CAL oz ;s, �� DETAIL 29 FOR STRIPED MEDIAN ISLAND(S). INSTALL CAL-TRANS. STND. W25 (DIVIDED HIGHWAY) SIGN AT STA. 301+79.00 (RIGHT-SIDE). LL STRIPING SHALL BE IN ACCORDANCE WITH _5 - Z A Ld 0 LD (n z < INSTALL CAL-TRANS. STND. Cy- < 0 CAT-TRANS. STND. SEC. 82,84,85 SPECS FOR REMOVE EXISTING DOUBLE YELLOW STRIPE F= >_ < z "TYPE r REFLECTORIZED TIC TYPE MARKING(S), TYPICAL. THERMOPLAS < AT CENTERLINE FROM STA. 302+29.00 TO DELINEATOR(S) AT 25' O.C. I MIN, (n Z Lo < cr_ STA. 304+29.00 BEGIN AT STA. 305+07.00 W ui ALL EXISTING STRIPING SHALL BE REMOVED W uj M uj m Lj_j w (n U) LL] (n BY WET SAND BLASTING, TYPICAL. 0 - Lj 0 mm- > a- 5 > > 0 m LLI < La < La Z a mown < > IPAINT CURB RED w L_Lj w INSTALL CAL-TRANS. STND. INSTALL CAL-TRANS. STND. ----- -- 20 L F ONLY Lj_j MENEM W44 AND R26 SIGN(S) R26 (NO PARKING) SIGN STA. 304+21.35 STA. 304+97.30 14 ER w 6- WDE WHITE STRIPE (PER DETAIL 39) A PROPOSED EDGE OF PAVING 0 w Cl% f 4�_KDL I STRIPE 00 w a W AN& J_ --I- INSTALL CAL-TRANS. §TWD. c� Rll AND R11A (DO NOT ENTER 35.00' 35.00, N 0 uj d _0 04 U- cj 4, SIGN(S) STA. 305+25.76 00 0- + ---RAJBED MEDM TFLANSMON N 'o 0 0 0- 07�f < 306+00 307+00 +00 309+00 310+00 CSD j + SRI 0�- 4- M- E---D---i -A -*---4- g1l - - - - I. - - 04 0 INSTALL CAL-TRANS. STND. c� 0 00' 17 00' V 00' R7 AND R7A SI r- 0 INSTALL CAL-TRANS. STND. 0 GN(S) MTH - /TYP�74�ICAL TYP.� WTH TYPE K-1 MARKER SIGN 4- WOE WHITE STRIPE (PER DETAIL 9) R7 AND R7A SIGN(S STA. 305+78.26 00 TYPE K-1 MARKER UN 04 (-D >- -00T AL C-4 INSTALL C ANS. STND. 0 STA. 304+65.00 INSTALL CAL-TRANS. STND. 04 R7 AND R7A �IGN(S) WITH Rll AND R11A (WRONG WAY) TYPE K-1 MAFKER SIGN 6 IDE MITE STRIPE (PER DETAIL 39) SIGN(S) STA. 305+59.00 STA. 306+50i;B8 ck� Q* U� ------ --- -- - -- ------ ------- --------- ------- --- ----L------- ---------- - -- -- -- ------ - - --- ------- - ------ --------------------- -------- ---- m ------ --- ---------------- ---- - - -- -- ---- ------- ------- - - - - - - --- ---------- -- - _T-- -------- C= C-D AINT CURB RED 0 L.F. ONLY Llj ME C> z cac- ----- -- --- ----------------- -- ----------- - ---- -- -- -- - --- - - - - -7 C" __j INSTALL CAL-TRANS. STND. Q_ __j R81 BIKE LANE SIGN STA. 306+81.92 AINT CURB RE 0 L F. ONLY I N�STA A �ANLSTND 81 SI L R B�IKEA ND INSTALL C�AL-TRANS. S�TND. 1 L S 81 B KE LAN SIG S Y M B 0 L D E S C R I P T 1 0 N STA. 309+00.00 Ld bw.000 =5 DIRECT10NAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC V/ 1;i I i=pop, MANUAL SECTION 6, TYPE Ill ARROW. (24' LONG) :Z C-5 DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC MANUAL SECTION 6, TYPE V ARROW. (WRONG WAY, 24' LONG) PH m "BIKE LANE' PAVEMENT MARKING PER CAL-TRANS. STND. PLAN A24D, WITH DIRECTIONAL ARROW TYPE 1 (10). DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC MANUAL SECTION 6, TYPE V ARROW. (LANE DROP, 18' LONG) INSTALL CAL-TRANS. STND. INSTALL CAL-TRANS. TND. e WIDE MITE STRIPE FOR RI 0 (ONE WAY) SIGN 100 LF. PER DETAIL 22. STA. 316+04.76 1A V/ LANELINE(S PER CAL-TRANS. TRAFFIC MANUAL SECT10N 6, FIGURE 2. �PER DETAIL 9, 4" WIDE WHITE STRIPE) 12" WIDE LIMIT LINE PAVEMENT MARKING PER CAL-TRANS. z TRAFFIC MANUAL SECTION 6, STND. PLAN A-24D. (CVC 377) Ic RELOCATE EXIS11NG 'Rl" STOP SIGN 0 STOP" PAVEMENT MARKING PER CAL-TRANS. TRAFFIC MANUAL BEHIND CURB, PER CAL-TRANS. STND. U. STOP MANUAL SECTION 6, STND. PLAN A-24D. (8' HEIGHT) AND CVC377 STND., TYPICAL J a: REFLECTORIZED DELINEATOR PER CAL-TRANS. TRAFFIC w MANUAL SECTION 6, STND. PLAN A74-A. (TYPE F, CLASS 1) 1 Lij S2 m E: INSI&L-CAL-TRANS. INSTALL CAL-TRANS. STND. cc < ols W75 (LANE ENDS MERGE LEFT) W26 (DI\4DED HIGH LLj 0- WAY ENDS) SIGN STA. 312+37.00 SIGN �TA. 313+75-00 W E WHI STRIPE IPE w w 12 WD WHITE --------- --------- -- - ---------- - ------ ------ ------- ------ -- -- -- -- - - - --- -- - -- - - -- ---- ---- - -- ------- -- 0 PAINT CURB RED PAINT CURB RED 20 L.F. ONLY IRIPE --- ----- --------- -- ----- - - ------ - --- -- -- - --- ---------- ----- 38 L.F. ONLY e WIDE WHITE ST -- -- -- -- -- -- ---- -- ---- -- ------ - ---- ----------------- - -- ------- -- -- ------- -- - -------- - -- --- - -------- Lij 0 U� Z Lo wd 0 0 WDE MITE STRIPE (PER DETAIL 39) INSTALL CAL-TRANS.:S��D. 0 00' 00 CIC 00 0 6 .00' 17 00 A&P* TYP R81 (BIKE LANE) SIGN z b < LL 0 o TYP.�T�ICAL STA. 314+82.01 INSTALL CAL-TRANS. --IRXRS. STND. Wl 1 AND R63 SIGN(S) c6 0 04 INSTALL CAL-TRANS. STND. INSTALL CAL L0 > STA. 311+00.00 N 'o c� R7 AND R7A SIGN(S) MTH 35.00' 0 Rll ND R11A (DO NOT ENTER) SIGN STA. 314+J1.50 TYPE K-1 MARKER SIGN --------- (S) STA. 314+90.58 J w LLJ 311+00 + 11 312+00 313+00 L -0 0 315+00 C�- ID - --------- o C5 + 0 - -Fe_VdDE WHITE STRIPE (50' LONG)- Q0 0 _0 0 35.00, e WDE MITE STRIPE (PER DETAIL 9) 0 C'4 t- C14 o C14 6w WDE MITE STRIPE (PER DETAIL 39) INSTALL CAL-TRANS. STND. R7 AND, R7A SIGN(S V47H U� TYPE K-1 MARKER IGN STA. 315+85.60 U-) IMP. Lij PAINT CURB RED 06 20 LF. ONLY 12� WDE MITE STRIDE PAINT CURB RED - - - - M - - 0 � _ w _ ==mom.= 20 LF. ONLY Lij 12' MDE W"ITE STRIPE _;00�� Oman= m mm� mom= 0 mwmm=M INSTALL CAL-TRANS. ST`ND. 12* DE MITE STRIP INSTALL CAL-TRANS. STND. LL CAL-TRANS. STND. INS�TACS SL Rl 0 (ONE WAY) SIGN R81 AND R26 SIGN W70 ORD TRAFFIC AHEAD) STA. 314+76.00 1 - STA. 316+06.56 SIGN STA. 310+55.00 n SCALE: 1 "=20' HORIZ. co w < STOP 10 0 () 11JI RELOCATE EXISTING wRl� (STOP) SIGN DATE: 8/17/92 J.S.P. M Z BEHIND CURB, PER CAL-TRANS. STND.- INSTALL CAL-TRANS. STND. AND CVC377 STND., TYPICAL INSTALL CITY STREET NAME SIGN. -611 E R STATE H u" S F) I T A L ATASCAD u JOB NO: 91 4!' WDE WHITE STRIPE FOR 100 L.F. PER DETAIL 22. GRAPHIC SCALE w 10 20 40 so 20 0 SHEET x FELrr 8 15 -nah = 20 tL OF SHEETS OEM= SEEM u z 0 Lli z X D LL_ 7� 07 z 00 LLJ W7- 5_ (n q Lmzzz LAJ <� z Z :2 t z h- < LL_ cn z (n Li V) Ld co LLJ Ld M Ld M INSTALL CAL-TRANS. STND. 0 w V) UJ V) (n Rl 0 (ONE WAY) SIGN 5; a_ > > ca ui uj ul Z STA. 320+91-00 W �_ X < IS 1 6 WOMEN 1. MEEMEN w MESESM MEEEEE a Immumom a a wommum a MT a 67 a mmmm 0 MMEMEN IS SEEEMS IS 0000010 LLJ m > Li <� —— ——————————————— LLJ Ll-- -- ---------------- U� LLJ MEESE=0 CIO 60 WIDE WHITE STRIPE (PER DETAIL 39) V 00' 17.00' INSTALL CAL-TRANS. STND. w .00" TYPICAL TYP Coll Rll AND R11A (DO NOT ENTER SIGN STA. 320+00-00 0 TYP Ln i- c"ll 0 17 C14 (PER DETAIL 97 U. z 0 od C*4 *w WIDE WHITE STRIPE 5 35,00' 35.00' C14 of 8" WIDE WHITE STRIPE (250 LF.) Lo 01 S' WIDE WHITE STRIPE (100 LF.) 317+00 318+00 3 320+ 0 321+00 + Efl -ME� I 0-) Q0 A Z6\ 0 INSTALL CAL-TRANS. STND. R7 AND R74 SIGN(S) WITH X__ 4- WIDE WHITE STRIPE (PER DETAIL 9) N TYPE K-1 MARKER CD INSTALL CAL-TRANS. STND. - clq STA. 320+4p.87 INSTALL CAL-TRANS. STND. 0 c"I 57- R26 (NO PARKING) SIGN R26 (NO PARKING) SIGN Lli -ALL CA _TRA INSTALL -TRA < STA. 318+50.00 6- WIDE MITE STRIPE (PER DETAIL 0 STA. 316+75.00 Wiz �'Tmn R7 AND R7 SIG 1 ACCELERATION TRANSITION STRIPE (6" WIDE MITE STRIPE) D_R7 SIGN(S) WITH PH Mill, C030 TYPE K-1 ARKER SIGN 3 If + 8 U) < STA. 321+2 .82 422) m mon-Edo CD PAINT CURB RED 12' WIDE WHITE STRIFE CD LLJ PAINT CURB RED mmmmmmmmmmoom moommosmolom El 28 LF. ONLY 20 LF. ONLY 4cli ED 12' WIDE = - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 7 WIDE MITE STRIPE ESSi 120 OWNERS a MINSEEM MMEE MEEMEN, w Simmons a sma� a mmm am� a C7 Lij __j N 0 T E A 12" MIDE'MITE STRI J 1 ['71 AMME ALTEFMTE N0.3 INSTALL CAL-TRANS. STND. AS ALTERNATE, CONTRACTOR SHALL BID AS Rl 0 (ONE WAY) SM STA. 320+48-15 STOP A SEPARATE ITEM, A STRIPED MEDIAN ONLY RELOCATE Exts'nNG OR10 (STOP .7N PER CAL-TRANS. TRAFFIC MANUAL STNDS., SIGN BEHIND PROPOSED CURB _j S Y M B 0 L D E S C R I P T 1 0 N z PER CVC377 AND CAL-TRANS. DETAIL 29 FOR STRIPED MEDIAN ISLAND(S). TRAFFIC MANUAL, TYPICAL DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC ALL STRIPING SHALL BE IN ACCORDANCE WITH Z5 l.dommomm :Z C:) -NNIINokw- MANUAL SECTION 6, TYPE Ill ARROW. (24' LONG) CAT-TRANS. STND. SEC. 82,84,85 SPECS FOR LLJ DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC THERMOPLASTIC TYPE MARKING(S), TYPICAL. w MANUAL SECTION 6, TYPE V ARROW. (WRONG WAY, 24' LONG) co ALL EXISTING STRIPING SHALL BE REMOVED co "BIKE LANE" PAVEMENT MARKING PER CAL-TRANS. STND. PLAN BY WET SAND BLASTING, TYPICAL. D RELOCATE EXISTING -Rl- (S A24D, WITH DIRECTIONAL ARROW TYPE 1 (10). RELOCATE EXISTING wRlw RELOCATE EXISTIN2_:Rj:_(2jpf) SIGN BEHIND PROPOSED CURB SIGN BEHIND PROPOSED CURB SIGN BEHIND PROPOSED CURB DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC PER CVC377 AND CAL-TRANS. PER CVC377 AND CAL-TRANS. PER CVC377 AND CAL-TRANS. TRAFFIC MANUAL, TYPICAL MANUAL SECTION 6, TYPE V ARROW. (LANE DROP, 18' LONG) TRAFFIC MANUAL, TYPICAL TRAFFIC MANUAL, TYPICAL INSTALL CAL-TRANS. STIND. INSTALL CAL-TRANS. STND. INSTALL CAL-TRANS. STND. RI 7 SIGN. Rl 7 SIGN. Rl 7 SIGN. uj LANELINE(S"; PER CAL-TRANS. TRAFFIC MANUAL SECTION 6, a: FIGURE 2. (PER DETAIL 8, 4- WIDE WHITE SMPE) D 0 MEN 12" WIDE LIMIT LINE PAVEMENT MARKING PER CAL-TRANS. z CD TRAFFIC MANUAL SECTION 6, STND. PLAN A-241). (CVC 377) w 0 w LL _j STOP" PAVEMENT MARKING PER CAL-TRANS. TRAFFIC MANUAL i STOP MANUAL SECT10N 6, STND. PLAN A-24D. (8- HEIGHT) co "i z w REFLECTORIZED DELINEATOR PER CAL-TRANS. TRAFFIC Lij STND. dois MANUAL SECTION 6, STND. PLAN A74-A. (TYPE F, CLASS 1) MMj Lo d dois c� W70 (CROSS TRAFFIC AHE SIGN STA. 326+25.00 0 < 12' WIDE TE STRIPE 12- WIDE W�IITE STRIPE .......00 ITE STRIPE W uj + MENEM= Z=4 14-ME. V) q< m `SEMMES a SEEMEN a MESSES m�= a a� EMEMM, OWNER a MEMEN ENRON a MESSESS w 120 W E WHITE STf lIPE 12' N E MITE S IPE 1 E WwH] STIF cl C'4 PAINT CURB RED PAINT CURB RED < PAINT CURB RED PAINT CURB RED PAINT CURB RED _J 20 L.F. ONLY 1 w WIDE WHI 28 LF. 01 1 WIDE WHITE STRIP 21 LF ONLY 26 L.F. ONLY 1 WIDE co 0 E, L-Li z LLJ moomm Lo Mi WIDE WHITE STRIPE (PER DETAIL 39) CIO 6 F4 _r + cr 0 co u. ui C-i 5— -79 — > C� C14 4- WIDE WHITE 7 IPE (PEfi DETAIL Ll 0 4 00 of J Ln C14 322+00 U) 32 00 326+00 327+00 2 Q .6 _S__D_ -M--E---e- 11-- A-4-N- IN + INS CAL-TRANS. STND. RIO ONE WAY) SM (RT.) 0 1 INSTALL CAL-TRLNS.—STND. 7 00' 17 00" oo'�._ INSTALL CAL-TRANS. STND_ I.�_ W � A6 SIG� T. C� 'o RIO (ONE WAY) SIGN (RT.) R i� �R C, 0 STA. 322+44-03 00 0 STA. 324+99-29 TyPtT��IZAL TYP.l STA. 327+47.35 CIT — r_9 0 ic� 40 WIDE WHITE S—TRIPE (PER DETAIL 197- 9) ol clq c� 6- WIDE WHITE 1,: IrPER DETAIL 19" -------- -- -- -- ---------------------------------------—--- ---- --- --- ---------- ------ --------------------- ---- -------------------- ------------------------ -------------- ------- ------------------ ------ --------------—--------- 17—————————————————————— ———— —— ——————————————————————————— 02 LLJ LLJ _j SCALE: 1 =20' HORIZ. 0 u� DATE: 8/17/92 J.S.P. 1 z JOB NO: 91 -611 z GRAPHIC SCALE 2 20 0 10 20 40 so SHEET IN FEET '3_ I inch 20 & 15 q "'Y OF SHE ij z WIZZ 0) INSTALL CAL-TRANS. STND. < A V4' WIDE WHITE STRIPE FOR Z' I /,/ 1 z w 100 L.F. PER DETAIL 22. _uj (n z a ui L�Z/z z� Lj_j X V)Z J c" V) ui Z Li LLJ 0 0 "'J INSTALL CAL-TRANS. STND. % < �zx_ " I -_r z F- 0 Rl (STOP) SIGN AND CITY 0 >_ < z < z /Jois a P INSTALL CAL-TRANS. STND. INSTALL CAL-TRANS. STND. < U_ F- W STREET NAME SIGN F LL m (n Z V) < w R81 AND R81A SIGN uj ui R81 (BIKE LANE) SIGN 0 V) ui w M LLJ M 100 0 STA. 330+23.97 STA. 331+69.81 w cn (n 12" WIDE WHITE STRIPE ui D uj LLJ 5; CL > > U Lj_1 12" IDE WHIT STRIPE m7m 0 a < w < W 'Z L-i < m W F- Cr- CL X PAINT CURB RED PAINT CURB RED - - - - - - - --- - - - -- - - - - - - - - - -25-L.F.-ONLY 12" WIDE WHITE STRIPE 20 L.F. ONLY - - - - - - - -L\- - - - - - - -- - - - - - - - - - - - — - - -- - - - --- -- ------ - — - - - - - - - - W> --- — — —— —————— —— ——— ———— — — — — — — — — — —— — — — — — — ———— — — —— — — —— — — — —T—— —— — — —— — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ——— — — —— — — — — — — — — —— — — — — — — — — — — — — — — L—Li 'L INSTALL CAL-TRANS. STND. INSTALL CAL- ANS, STND, R7 AND R7A SIGN(S) NTH L-i R7 AND R7A GN(S WITH 4-M TYPE K-1 MARKER STA. 332+50.00 U� 0 7 00' 17 00' U 00' TYPE K-1 MA ER w uu STA. 330+42.V5 Typ.�TY�ICAL Typ -0 W C% Lo 35.0 1 35.00' —0 4 35.00' 35.00' 71.62' V, c� _0 --------ag- cl� INSTALL CAL-TRANS. SLND, C-) _3 00 'o o 1 1 40T ENTER Rll AND R11A (DO t 5� SIGN(S) STA. 332+15. (_0 0 - 0 (150" LONG) 8" WIDE WHITE S; C3 U� 328+00 29+00 1; 330+00 331+00 -0 332+00 333+00 'o _.magoftaft- - - - — - �_J _ — i < - ---A— I - R- A-4-i--6 -E -i)-o— I -B 0 8- WIDE WHITE STRIPE (150' LONG) —0 INSTALL CAL-TRANS. STND. c� 'o INSTALL CAL-TRANS. STND. R7 AND R7A SIGN(S) IT INSTALL CAL-TRANS. STND. 0 INSTALL CAL-TRANS. STND. R10 (ONE WAY) SIGN (RT.) c� TYPE K-1 MARKER Rll AND R11A (DO N01 ENIER) .ffimmffiw� R81 AND'�W�lE�� STA. 328+59.00 STA. 331+14.40 0 00 4" WIDE WHITE STRIF;:(PER DETAIL 9) SIGN(S) STA. 331+60.00 - —0 STA. 332+15.95 0 c� C 0 INSTALL CAL-TRANS. STND. _>p_ N-) .000im- R10 ONE WAY) SIGN BEGIN DOUBLE 4" WIDE YELLOW STRIPE(S) �PER 6' WIDE WHITE STRIPE (PER DETAIL 39) 10 STA. 332+50.00 CAL-TRANS. TRAFFIC MANUAL STND., SECTION PH w S PH FN 6, DETAIL 29 FOR STRIPED MEDIAN ISLANDS, AT STA. 333+21.02 TO STA. 336+51.02. owl% < - - - ---- ---- -- - --- - - --- — - - - - - - - - - - - - - - - LLI 12" WIDE WHITE STRIPE —— ———— ——— — — —— — — — — — — — — — — — __j L 40 110 PAINT CURB RED PAINT CURB RED 12" DE WHITE Z TRIPE I---—- ------------- 0 cn TZ PAINT CURB RED u� _41101010 C) mmmommmom"mmoomm" Q�_ 23 L.F. ONLY 22 L.F. ONLY 20 L.F. ONLY C= M WHITE STRIPE ....... . . . . . . . . . . . 1 WIDE WHITt STRIPE CD ms� 4c.MA Lij 2 WIDE MITE TRIPE N 12" WIDE WHITE STRIP J w i nSTop, z Z, STOP FC/-): C, w 11 INSTALL CAL-TRANS. STND. > INSTALL CAL-TRANS. STND. Rl (STOP), R17 SIGN AND u Rl STOP SIGN AND CITY CITY STREET NAME SIGN S YM B 0 L D E S C R I P T 1 0 N STREET NAME SIGN Lli DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC Elf MANUAL SECTION 6, TYPE III ARROW. (24' LONG) Lai I DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC 0 MANUAL SECTION 6, TYPE V ARROW. (WRONG WAY, 24' LONG) m "BIKE LANE" PAVEMENT MARKING PER CAL-TRANS. STND. PLAN _j 4- MR 11i A24D, WITH DIRECTIONAL ARROW TYPE 1 (10). w N 0 T E DIRECTIONAL PAVEMENT ARROW PER CAL-TRANS. TRAFFIC MANUAL SECTION 6, TYPE V ARROW. (LANE DROP, 18' LONG) AMTW ALTERNATE NO.3 AS ALTERNATE, CONTRACTOR SHALL BID AS A SEPARATE ITEM, A STRIPED MEDIAN ONLY LANELINE(S PER CAL-TRANS. TRAFFIC MANUAL SECTION 6, PER CAL-TRANS. TRAFFIC MANUAL STNDS., FIC- �PER DETAIL 8, 4" WIDE WHITE STRIPE) DETAIL 29 FOR STRIPED MEDIAN ISLAND(S). 12" WIDE LIMIT LINE PAVEMENT MARKING PER CAL-TRANS. GRAPHIC SCALE ALL STRIPING SHALL BE IN ACCORDANCE WITH TRAFFIC MANUAL SECTION 6, STND. PLAN A-24D. (CVC 377) CAT-TRANS. STND. SEC. 82,84,85 SPEC'S FOR 20 0 10 20 40 so THERMOPLASTIC TYPE MARKING(S), TYPICAL. STOP" PAVEMENT MARKING PER CAL-TRANS. TRAFFIC MANUAL 0 ALL EXISTING STRIPING SHALL BE REMOVED STOP "MANUAL SECTION 6, STND. PLAN A-24D. (8' HEIGHT) 0 LL J -TRANS. TRAFFIC 0: 8 BY WET SAND BLASTING, TYPICAL. REFLECTORIZED DELINEATOR PER CAL IN FEET w < L SECTION 6, STND. PLAN A74-A. (TYPE F, CLASS 1) 1 inch 20 ft. z MANUA 0 Li < 00 w W + U3 ul 5 < cr a- < . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s r Lrj MEMO= uJ cy) "z, Li — ———————————————— — — — —— ———— — — ———— — — ———— ————— — ———— — — — — —— — — — — — — — — — —— —— ———— —— —— — — ———— —— —— — — —— — — — — — — — —— ——— — — — — — — — — — — — — — — — — — — — ———————— ———————— — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C7 + LLJ LL w # UJ 78.38' ----------- 30.00' 30.00, 30.00s STA. 335+61.02 STA. 336+51.02 w cf) �D STA. 334+71.02 C.L. OFF.=6.00' C.L. OFF.=5.25' 4 END PROPOSED C.L. OFF.=4,50' STRIPED MEDIAN EXISTING STRIPED TWO-WAY LEFT TURN LANE 0 334+00 335+00 go 11 ilillijl;lllll!iill:!i () ---4- - 336+00 337 338+00 0 11 Ell PROPOSED STRIPED MEDIAN BAY TAPER -AMMER-- .00, 30.00, REMOVE EXISTING STRIPING TO STA. 335+26.02, < TRANSITION PROPOSED STRIPING TO CONFORM TO EXISTING STRIPED TWO-WAY LEFT TURN LANE. - - - - - -- -- - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lij . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SCALE: 1 "=20' HORIZ. N 0 T E tz _j /17/92 J.S.P. DATE: 8 PROVIDE BAY TAPER(S) PER CAL-TRANS. r 31; w m HIGHWAY DESIGN MANUAL, TABLE 405.2A, 1.02. JOB NO: 91 -611 FROM STA. 334+71.02 TO STA. 336+5 5, SHEET g- 10 15 OF SHEETS < Z Li . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C L0 cli 0 to (0 r- CY) 0) "t r- Q0 L0 0') 0 M N r- '4 '4 0 (0 C14 �t r- C14 r- n n — 0 m r- (0 (0 L0 U') LO (0 (.0 00 co (0 (D (0 r- 0) 00 00 (m (0 C4 00 (D r- co (0 C� C5 6 Z w C C� C� C� C_�_ 'Cf�' fc�j ff'l Fai,I t-0i V� Vi ri P6 Vi C� C� C� C� ri f-i 1-i 1-i r6 P6 Vi f-i U" `4 m b), . . . . . . . . . . . . 'k . . . .CA C14 C4 04 N C4 N . N C\J . . . . . . . . . . . . . . . .N N -N Qq N N N. N C14 . . . . . . . . . N N . . . . . . . . . . . . . . . . . . . . . . N. . . . . . N N N .N C14 . . . . . . . . . . . CnI 01) m 0*) 926 926 926 . . . . 926 936 936 V)Z m M 0) 0) 0') m 00 00 00 00 00 00 00 00 00 00 00 00 00 00 _t Ljj 2 _7Z '4 Ld 0 % < . . . . . . . . . . . . . . . < < < < < < _2�47. . . . . I . . . 934 < 1 50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . /0 0 <1 . 924 924 . . . . 6.35 . 1 .1-.03%. . . . . . . . . . . . . . Z I-, I . .1 .247* 924 934 924 7 0.3b7o < 1'0 .90. Z Z _j CL -�07- - c) 0.64% m V) Z U) CY ui m co . . . .Cr . . . . . . . . . . . . . . . . .x . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 932 w uj => Li _j 922 . . . . . . 1 . . . . . . . . . . . . . . . . . . . . 922 922 ' 922 932 [If uj 0 0 w (n uj !�2 uj Lu m 0 0 5; CL > > 5; 23.56' J 23.56' 23.56 23.56' 16.37' 18.15' uj 1.9 1 uj < Lu < Lu W ------- CK x F_ (if CL 0�f 0 920 . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 920 920 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . 920 930 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CY 930 Lu m > 9p 31.44' 31.39' w 36.2 x 47.12' 47.12' 32.7�3 <I _`11 I Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �7 . ... . . . . . . . . . . . . . .71 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . LEFT RIGHT LEFT RIGHT LEFT RIGHT ER W _OSPITA_ ENTRANCE SAN RAFAEL ROAD MUSSELMAN DRIVE ATASCADERO STATE H L w Is CURB RETURN PROFILE(S) CURB RETURN PROFILE(S) CURB RETURN PROFILE(S) Q) -1 (0 01,11 ui C;K) U- Z 0 Lp 0 o- Cw CL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �4_ - 0- - r- I- �t (0 N 0 00 00 a) C)o to 0 LO 0 r- L0 0 r- - K) m 0 0 n U-) (0 ul) �4_ �t L0 to x m m 0 to LO (0 m 0 0) 00 r- 00 0) 0 — C14 �t Zo r- r- (0 n r- r- r- r- 0) C� n Lq rl: 01 0 0 6 6 6 0) 0) 0'3 0-) 0) a; 00 14- -q- C� C� Ki Ki Vi Vi Vi V� 4 Vi ffi L6 66 6 66 66 6 (6 6 6 6 6 6 �4_ It �q_ -2- 1�4_ PO -po to PO K) to X11 to -to . . . . . . . . . . . . . . . . . . . . n .n r) n n n . . . . . . . . . . . . . . . . . . . . . . . 0). 0). m cy). . .m . . . . . . . . . . . . 942 . . . . . . . . . . . . . . pr * ' ' * . n' - v) to n . . . . . . . . . . . . 940 942 . . . 0) M 0-3 0') m m 936 n K) - r). . . . . . . . . . . . . 936 940 . . . . . . . ' m m m m mm mm mm 0) 0) 0) 0) m -q- -q- I- 0') (m 0) m 0) 0) m 0) 0) 5 CY) mi m 0') a) REMOVE A.ND REPLACE 00 00 1.99% 00 00 00 00 00 00 00 00 00 00 00 EXISTING CURB, WARP 1.23,% /—TO MATCH* . . . I I . . . . . I . . x . . . . . . . . . . . .wo . . . . . . . . . . . . . . . . . . . . . . . 938 940 . . . . . . . . . . . 940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 511 . . . 934 938 . . . . . . . . . . . . . . . . . . . . .. 934 . . . . . . . . . . . . m C.0 g 1.22% w -0 1.22% 1.99% m Of 1,2 2 . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.22% . . . . . . . . . . . . . . . . . . . . . LIJ 0' ' * ' ' ' ' * * * '(j . . . . . . . . . . . . 936 938 . . . . . 938 932 . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . 932 936 U'i m W m m W . . . . . . . m UJ Cn 15.37' 15.3 7' 15 38' 15 37' 1"57V 15.71 15.71' 15.71' .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 936 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 934 936 . . . . 930 930 934 . . . m 31.41' CD, a ZF 30.75 32.08' CURB RETURN 31.42' 30.74' 32.09' C= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z 0- LEFT RIGHT LEFT RIGHT LEFT RIGHT CDO < C" __j C" MAPLE STREET WILLOW COURT ASH STREET 1 5 CURB RETURN PROFILE(S) CURB RETURN PROFILES) CURB RETURN PROFILES) uj Li . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 4- 0 LC) (3) PO 0 0') 0 ul) �t ro - (3) 00 r- ul) L0 CD C5 6 6 C3 6 66 0i a; 954 . . . . . . . . m cy) (t ',m (5) 'oi dn-aj . . . . 954 00 00 00 00 00 co co GRAPHIC SCALE 952 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 952 20 0 10 20 40 80 3117 E X I S T I N G 11 IN i ii 10 — [AME 950 . . . . . . . . . . . . . . 950 ( IN FEET 15.71' 15.71' 1 inch = 20 ft. (horizontal) 948 . . . . . . . . . . . . . . . . . . . . 948 1 inch = 4 ft. (vertical) 0 3 1.L2L�' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LEFT RIGHT Z 71 EL BORDO AVENUE 0 0 0 moo -cr cr CURB RETURN PROFILE co Lu Se ca 0 ZL E uj U. 0 j ADD111VE ALTERNATE NO.3 W a_ WORK INVOLVING THESE TWO DETAILS AND Z OTHER WORK SHOWN ON THEESE PLANS FOR THE CONSTRUCTION OF THE RAISED MEDIAN 8.5pp SHALL BE BID SEPARATELY. CITY MAY ELECT LTO INCLUDE/DELETE AT ITS DISCRETION. 0 ca 3.5" COLORED & TEXTURED CONCRETE. COLOR cc & STYLE TO BE APPROVED BY CITY to ENGINEER. MINIMUM TFflCKNESS SHALL 00 R W R W BE 4 INCHES. INSTALL PER MANU- 50' 50' #4 LONGITUDINAL BAR 6 ---------- 61 FACTURERS RECOMMENDATIONS. ?p 619 10' VARIES VARIES VARIES VARIES 10, R=0.5" (TYP.) 2.0% 2.07 MEDIAN CURB -CONC. S/W (SEE PLAN) (SEE PLAN) EXIST. PAVING _,----(SEE DETAIL) SEE PLAN EXIST. PAVING SEE PLAN FOR (FINISH SURFACE) 6 6 TIONS OVERLAY TO MEDIAN EXCEP 4.25" A.C.- SEE E15FAN FOR SMOOTH TRANS- 12%AWCUT DE AIL ITION AS REQ'D. 8's p ��(TYP-) 2.0% .0% 0111! 1 �11 #4 DOWEL SPACED 4.0' I MOM O.C. 0 A LENGHT OF 12 #4 x 12" 0 48" O.C. 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C= POSED 5-0" WIDE AGG. BASE PATH (6" THIN 464.52 L.F' u: 0 .. . . . . P -EXISTING ONC. -'A.B. PAT E POLE TO 1" 17- "07 11 REMOVED T7- ' 771 1711, 4=0 __j �U > SIDEWALK U DEF It H CO20 (MAX.) C030 VF R CITY 0 LET PER mom= 0 60.po. 10 ATASCADERO ST HT.1 4 (STA. 314+32.66) 0 96.83 EL= 2.13 T.G. EXPOSE AND DAYLIGHT C3 C.L. 0 F.= '9_�j 43.00 . ... . ... AS REQUIRED 8 FI ISH GRADE 70 7 DRAIN A AD E R 0 TATF mu_\ SP1` I L w '9 ATASC 24n C:5 18" F_ EXISTING 12" II C14 930 2410 H.D.P.E. PIPE 20.00, (TO BE REMOVED) GRAPHIC SCALE N E: Co PROVIDE 25 LB. NIP-RAP §LOP:E STO Rj DRAIN I N 1 AT CURB 20 0 10 20 40 so RELOCATE EXISTING STREET E PROTECTION, LOCATE PER CAL- PE T. "B", SHT.14. LIGHT BEYOND CURB RETURN TRANS PLACEMENT METHOD B. CONSTRUCT PIPE INLET STRUCTUIR ROCK TO BE SECURED WITH �-PROPOSED 3-36" H.D.P.E. IN FEET ps PER DETAIL ON SHEET 14, WITH N CONCRETE SLURRY MIX PER ADS" N-12 STORM DRAIN GRATED OPENING. I inch 20 ft. A CAL-TRANS. STND. SEC. 72. STORM DRAIN LINE 8 L-- EXISTING TREE(S), TYPICAL. WA ROL z 0 0 U. j sw w z . .z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ak > .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C n 2-36" H.D-.P.E. PIPE(S) > < > > Q ci V) 0 Z 0 (21 L.F.) �=.0025 U-3 3: z _j (n _j _j 950 . . . . . . . . . V) m: j. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a- < . . . . . . . . . . . . . . . . . . . . . . . . . uj 950 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + z 0 Co . U- U- u- o _3 cr- a:: oo6 . bj 0 0 m 0 uj uj Lo 14 0 _j 00 cli o �t F-: po w 0 a: ff) z 0 C� r� Lu V) :2 - _j c6. <,<. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > LIJ. I—,. . . . . . . . . . . . . . . . . C� od LO (d. -,00- go LIJ 0 W 00 U < 0 0 00 a- N _j _j !jj 0) CY) o M Lo a) 0') o) Ld 0-) (3)CD a- Lj 0 0 m W V) V) _j if Lj_ _j _j J _J U_U_ if z < _j 0 117 36" H.D.P.E. PIPE(S) _j _j 0 00 EE CL w w _j 0- o 2- 940 . . . . I 1).z I S, ui _j w ujoJo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pa Q- - K . . . . . . . . . . . . . . . . . . . . . . . . . '002 0 -It 940. . . . . . . . . _j w I'_ <�4 3 w w _j w ni m . . .(61' L.F.) 5 - 0 0 a- 0 z CL a_a_ > C14 0 > >>- Lo 00 0 r- 0ow > > 0 n to w C,4 00 Z �F ui 0 �- c� Ln a- c� 0 z F,-: 0 _j z z -z C� x LL_ r--GRADE EXISTING DRAINAGE z z Z- 0. + m Cn oi. M C, < C3 a 0 'ji ui EXISTING GRADE + t C�4 Lo V)�0. 0 0 cy_ 0 N 0 0 . . . . . . . . . . . . . . CHANNEL @ 1.0% TO DAY- co' 'TO' P' O'F Of P E_ E. X.T-E N. D.S PROFILE cy- ow 0 Co w cif 0 0 r�ri 0 Z 0 o6 u6 INTO BASE SECTION, Nr < C'4 F-- z 1 06 C\j + _NN + 00 + + Co Lo M. 0 Lo + Ld 0 n 0 + < + . + + 0 + + - - LIGHT, TYPICAL BEYOND cy- 04 p C14 N Z) :D n - - Co Co Co. CY) 02 PROVIDE CO�QRETE EN z STORM DRAIN TERMINATION. 930'. 930 . . . . . . 7 Cr . . . . . . . . . . . . . . . . . . . . . . . . . . . . _0 . . . m .. . . . . . . . . . . . . . . . . . . . . . . . If. . . x. Cp p. . . . . . . . . . . . . . . M. . - < < 0 < If f . 11 < 0 < < PROVIDE 25 LB. RIP-RAP, 0 < 11 If if. _j < _j 0 < 11 If CASEMENT. . :�z FINISHED GRADE- 0 < �-- LJ En _j bi I- �- _j _j _j�- F- x _j_j w Z _j I- I- I-_j_j_j. J o 0 C) V),--,, U) v) Lu (f) W V) (n W LLI L.Li V) (n V) OV) V)LIJLLJ x w L.Li V) AS SHOWN IN PLAN ABOVE. - PROFILE V) V)WWW *L1,2 _ I w V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . =7Z ----------=1--------------------- EX STING GRADE PR* OFILE 920 920. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u . . . . . . . . . . . . . . . . . . . . 31 36"' H.D.P.E.' PPE '(97 1_.'F.') 'S='.0G25 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . ._.�- EXISTING 4` STL:. 'GAS 'LINE' (91 /.7 TOP)' . . . . . . . . 36" H.D.P.E. "ADS" N-12 PIPE EXISTING 4" GAS LINE TO BE 1�_ 2-36" H.D.P.E. "ADT' N-12 PIPE (1-2-20 L.F.) S=.0O25 FIJISHED GRADE PROFILE (11 L.F.)S=.010 REROUTED (919.6 TOP) �-- EXISTING 12" WATER LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . (917.6 TOP). . . . . 910 . . . . . . '-- APPROX. LOCATION OF EXISTING 8" SEWER LINE 2-30" H.D.P.E. "ADS" N- 12 PIPE (12 L.F.) S=.2180 ---EXISTING 6" WATER -INE TO BE REROUTED (819.7 TOP) DATUM ELEV DATUM ELEV 905.00 905.00 Co 0 C� C14 cli N C14 cli C14 0) 10+00 11+00 12+00 10+00 A 1 "=20' HORIZ. SCALE: NOTE: CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL NOTE: FOR STORM DRAIN INLET CONSTRUCTION DETAIL(S) 1 "=10' VERT. STORM DRAIN zi� STORM DRAIN UTILITY LINE(S) AND STRUCTURE(S) PRIOR TO EXCAVATION, REFER TO SHEET 14, TYPICAL. TYPICAL. ORE DATE: 8/20/92 J.S.P LINE C1 11"' LINE B 03 JOB NO: 91 -611 z t_:', z �,Z SHEET C c- 2 12 15 OF SHEETS NON-STANDARD WIDTH EXISTING SIDEWALK TO BE REMOVED AND -all F, V/ REPLACED (THIS SECTION ONLY) �z OLU _d EXIST. UTILITY POLE (RELOCATE) z BLDG. BLDG. z z w (n z BLDG. CONC. DIRT _j LLJ N ASPH. ASPH. ASPH. < (f) 0 LLJ < _j 2" . . ... . ... D_ LLJ V) _j V) Ld uj Lu z Ld (n y a TIN TEL HON 5: IL 5; < Lli i!�, uj < LLJ X MANHOLE - -- -- - ---MEN!-- 0 OSED 'L 1 E 77 > 0 PROPOSED CURB, GUTTER, & SI PROP E K < 0 D CURB, GUTTER &-.SIDEWALK LLI 66.57 L.F EXISTING SIDEWALK 220.41 L.F* EXIST SIDEWALK RR L - - - - - - - - - - - - - - - - )3.38 1 _F. - - - - - - - - - - - - - --- - - - - - - L _j- - - - ---- E. - -- — - - — - - --- - - - - - EXISTING SIDEWALK ET_ �*&ZTELEPHONE CONDUIT(S) tO Y_ EXIST. TELEPHONE )NDUIT EG— —EG— (12! ui qx 0 _X 15 _EG V) BE RELOCA: —LJ EG— w NOTE: REFER GRAVEL DRAIN DETAIL ON SHEE.T..15'. DRAIN INLET P DET. 9++0.23 > -1-;3+00 EW— F 14 L=930.85 T.G. EL=924.22 XV. PROf?.0 C5 w-7—D.P.ESTORM IN LJ D RA I N*VAN*H*O*L*E* P'E*R' TY S TN D. 5 01 11M Iff_MAFlrlVLt rttl sl a_ 0 0 317+00 0 STA. 321+16.66 = STA. 15+05.38 v� EL=923.93 INV. OUT (S) EL=924.03 C� 318+00 0 (W) _Q— - -----------j- 320+0.0 321+00 0 cl `0 EL=9L24.03 INV. (E) EL=932.30 RIM - I— - 8- E----E)F— -M 0 _j S33*02'23"E Ld L J PROVIDE CONCRETE ENO ASE-- 71.47' j MENT AT SEWER AND WATER LI E(S-) (I'D X 2'W X 8 L APPROX.) ESS-�.. ss ''AN-SiTIO.N. C.`ONC,. POS 0 ---aTA. +e+e5-.46 #/ ACCELERATION TR OVE EXISTING METAL/ T(S) FM FM -M EL=931.32 T.G. ItUd925,?3 INV. (W) > LLJ PAT4-��NTAIN EXIST STA. 321+21.00 END VERTICAL RE- - — — — — — — — ---— — — — — — — — — — — — -- - BEGIN VERTICAL RE tTFr-S77VTtO C�OVER- ftEVATF9N-;- - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — ALIGNMENT AND (o ALIGN� AN'DEN EW— Lo ��T ... . . . .... CASE MENT Lu m C) Cx: . 422.04 L.F. Z 00 L.-F................ CONIC. PROPOSED' V-0" WID GG. BASE PATH ............... C3 51� % D n n CURB; GUTTER, & SID��iALK ....... . T11 __j > Sam 2 5 0 C) uj 0 GRAPHIC SCALE o ui clf 20 0 10 20 40 'A L ATASCADL- S T�-, TE HOSPIT (j) IN FEET I inch = 20 ft --- --- ---- BLDG. 05 RELOCATE EXISTING UTILITY SE VICES (o A INSTALL A.C. OVERLAY, FEATHER OVERLAY TO MATCH. . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . z IF—u3m 945 . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . I .. . . . . . . . . . .. . . . . . . . . . .. . . . . I . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . x. . . . . . . . . . ... . . . CL,-, :i- - . 0 w m > PROVIDE CONCRETE ENCASEMENT AROUND 3�: 0 z P) ER K K Z; EXISTING 87 SEWER LINE AT CROSSING WITH L'i < V) 0 0 to K) po Lo m + . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . STORM -DRAI-N- LINE C2 -(l'D- -X- 2'W-X S'L) .0 fh*"� z +*to 0 a cn 000 Jj UJ 4 4 Ki , d ol LL C'i C4 N cc Cb a- CD 0) 01) ol 0 935 . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . I . .. . . . . . . . . . .. . . . . . . . . . . . . oa� <- it 11 - x _j LL_ _j _j _j _j 0 LL +1.20%0 w V) w 0 CL V) W uj W W-1 -------- -- ------- ------------- a: - - ------------- w . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . +1.80% ui ------------- --- _j ------------- ---------------- In (5 (L +2.007. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 925 . . . . . .. . . . . . . . . . .. . . . . . . . . . .. - - - - - - - -- A u --- --------- 3-2-5L - -- - - - - - --- - - - - - _R I P-E 4-9 0 ---------------------- �6, w - - - - - - - -- - - k ---- -- - - - ---- - -- - - - - C, - -- - -- ------- . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . < z Z�- EXCISTING GRADE AT PROFILE L DqAIN BEYOND STORM DRAIN PIP�, REFER TO CO 0 0 < 311 GRAVE SHEET 15 FOR C ED FROM STA. z ONSTRUC ON, LOCAT a 915 . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 10+0'0* TO15-4Z00.* Z IL DATUM ELEV gla 00 0 00 00 00 00 w C� ------------ Ln 06 6 C3 C� U. > 04 04 N N r) n r) M 0) 01 0) 0') 0 j 0 w 11+00 12+00 13+00 14+00 15+00 2 A STORM DRAIN LINE C2 NOTE: FOR STORM DRAIN INLET CONSTRUCTION o x z NOTE: DETAIL(S), REFER TO SHEET 14, TYPICAL. Lo Q PROVIDE CONCRETE- EN- af 0 0 m 0 (3 022 CASEMENT AROUND- EX. CL 955* z I_: x 4 6" AND -12"' WATER- LINE' AT . . . . CL . . . . . NOTE: H.D.P.E. = HIGH DENSITY POLYETHYLENE 0 0 CN' ' ONCROSS.(SEE PLAN ABOVE) < co nm F-: NOTE: CONTRACTOR TO VERIFY LOCATION AND _j EXISTING 6" SEWER* F.M. UJ N A 1 0. t) DEPTH OF ALL UTILITY LINE(S) AND STRUCTURE(S) LL=*9'29.b *TOP* OF' Pl�� CL m ly- PRIOR TO COMMENCEMENT OF ANY EXCAVATION. 0 uj _j _j (APPROX.) Lu U- W 11 jo _j _j w ui _j UJ 0 945 . . . CL z EXISTING 8". SEWER- LINE. . . . . < K. . . . . . . C3 6, Cd >: Co > 0 z c� .2 z n z EL=923.0 TOP OF PIPE- --- --� :-: 0 - 0 U) - (AP)DROX.) C14 m < U-) Cn 6 '- 00 0111) x CON to m 5' + 0� + C� RERou-rE 'EXISTING 12.. . . . . . ._' C� +ro-m + 00 Lo r) 0 fl- o--: u� m m ff) m - N WAiER LINE 12" OVER Z; N :2 po C,4 (p oc� 0) 0) 0 X - oc-TORM DRAIN PIPE— Ln 935 . . . �< ' X. Iil 0 11 11 I . o i fTYPI'CAQ* . . . . _lj I- 1<� -1 VERIFY LOCATION AND DEPTH (n U)IM W V) in Ld w bi v)jv) —-- ------- OF EXISTING GAS, WATER, & . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEWER LATERALS, TYPICAL. I C_11_ 1 =20' HORIZ. C3 0 SCALE: Now-== 1 "=10' VERT. 925. . . . . . gjagmwl . . . . . . . . . . . . . . P. C,173 DATE: 8/19/92 J.S. z 0 -PROPOSED EXISTING GRADE PROFILE DATUM ELEV OF SIDEWA K FINISHED GRADE PROFILE JOB NO: -611 91 920.00 EXIST. 6 ATER \-30- H.D.P.E. PIPE (59 L.F.) INE (RERO S=.0356 L ul —EXIST. 4" > '--30" H.D.P.E. PIPE (19 L.F. SHEET GAS LINE 41 rASPH C-3 S=.010 20 EXIST. TELEPHONE IF 10+00 11+00 3 15 A STORM DRAIN LINE D �01F SHEETS L 16,O.C, INSTALL A.C. OVERLAY, GRIND 0 3 Z RATiES 1 2 , y EXISTING A.C. AS REQUIRED, ro Z WIDTH BLD& W 7' 9�5- 12' FEATHER OVERLAY 1*0 MATCH. < A CURB HT. 2Ye 12�O-C� Z B CURB HT +12� (n Z -,g 4' 8" 7'-Z' Cb 0 C 13LDL3, (n Z D CHECKER PLATE Ul� 0 I'V,�p P Z (0 44 Ca) 16 O.C. 'CLYRB"RETURN CL ELEV.= 922.50 -3-4t4 ED 'I', I I— - I r— < _J Jor I — - < M 4z, A = 89*58'49- 1 Al A = 90*01,11" UJ U.1 UJ A 4- A Longtitudinal bars shall 0 1�x I R = 20.00' R = 20.00' U-1 (n ll� (n M .4�<'. extend full length of 5; 5; 0 11, gutter- = 31.41' L = 31.42' UJ < U-1 TOP OF GRATE ELEV.= 922.00 29 > UJ (SEE GRATE DETAIL) 'ATE EXIS11NG FIRE HYDRAN1 BEHIND PROPOSED SIDEWALK- 30, Ld N& RE0\iff DdSTING CROSS—.GUTTER a RELOCATE EXISTING Gi co L------.:REMOVE AND STREET NAME SIGN W 6'-0 q'3 :t . .936 0 V. 100' REPLACE 15' 4� LO OF EXISTING 10 LO CURB, WARP Z 8 .4 PLAN 1 3 Z 2-3' EL CAMINO REAL TO MATCH Vi +_00 &A _77-- A R- A N33'02'23"W A. . // / ___T_, I '. i . 6 % 41� 4 Chomfer WILLOW COURT 14 44 G) 12'O-C� C-D T OUTLE - PIP 5;- 12' E A.C. OVERLAY FINISHED GRADE ELEVATION DETAIL C� LLJ SCALE Z SECTION C-C, C" V� LLJ e INSTALL A.C. OVERLAY, GRIND It shall be ALHAMBRA, galvanized, or equal. 00' 1 1 M _J 7 emol hru(� EXISTING A.C. AS REQUIRED, Z SECTION A-A FEATHER OVERLAY TO MATCH. Formed steel face plate, A 3911, w/factory-installed anchors. CCX C-D C ),0 2711 G'_0" Protection bar, A-t565, bar end anchors, A-1577- PLAN VIEW 6 G -1574, spaced 24" apart. BLD 7 4' Protection bar support bolts,A F + < __J A Steps, required when depth exceeds 4 ft�, shalt be steel- V P PROPOSED reinforced polypropylene, M-A INDUSTRIES PS2-PFS- ROPOSE 0 51 �URB RETL CURB RETURN gal= t4 @ 0;1 A = 88'03'5- A 91'56'05" For grate, frGme, and multiple-grate support details,see 5 �c 12"o.c. ENGINEERING STANDARD No. 3340. 129P P_ Reinforcing steel shall be covered by no less than 11/2"of REMO R 20.000' R 20.00' -0 1�v concrete in top,and no less than 2"in rest of structure. VE EXIST. L 30.74 L 32. Cl- Q::: Lli WOOD FENCE LJJ OLITLET@ Floor of basin and extended opening shall be smooth, and 7 U & I�� PIPE shall slope I per foot toward outlet- E C) 154" Top of catch basin shall slope 1/4"per foot toward outlet LLJ _J 'F4 t2' O-C_ Concrete shall be Class B. 941 FINISHED Inlet and outlet pipe(s) may be pieced in any wall. C418 -) . 7 GRADE 114" 40" Gutter construction adjacent to existing A.C. paving shall (:��D 4 1 SECTION B-B @ include sawcutting, removal, and reptacement of A_C_ REMOVE__E.Xi5flNG PROVIDE #4 REBAR(S) AT 12- O.C. EACH TR—OS—S–.GU* TTER — paving 18"minimum from edge of new gutter. WAY, TYPICAL CONC. REINFORCEMENT 6 SEE GRATE FINISHED REMOVE AND C14 (2- MIN. CLR. REBAR TO EDGE OF CONC.) DETAIL GRADE I- REPLACF -15 OF .E-XItTING 7-4 U7 STORM DRAIN INLET DETAIL "A" A q .4 00 'CURB, WARP 4 . JA 4 NOT TO SCALE EL CA M I N R E A L TO MATCH Z A A* :f' ..A -4A "A + 4- 4, WA 4 A 4 A A'� #4 12" 0.c� - 4 (gli a,c. 0 U. ASH STREET A A 4 Top surface shal I be Reber shall be Iq 4"1 7Z A sloped 1/4" per foot ed with no less cover A.C. OVERLAY FINISHED GRADE ELEVATION DETAIL 0 I A toward curb. then r 0/a" of PC.C-in deck, and 2"in sides WALE 1 m 207 CAP SCREWS A'T 0,C, �ta -0 A.: Concrete shall be and bottom. LZ------ 4 4 Class B, 5-sack. LU *A 4 . . A 44 A Longitudinal bars Z 4 A A. A. S hall extend the full 01 'DIAMOND PLATE' leng-th of gutter. q ED t I I Cr I STEEL PLATE, 1 /4' 36. Z THICK, TWO EQU/,L Embed 12" min. P, ,�C, — - I I Embed (2" min. LENGTH PLATES _w PROFILE VIEW STEEL PLATES D"ALL BE 'a� -7" GALVANIZED. ALI, CORNERS AND SHARP EDGES SHALL CURB FA, PIPE INLET STRUCTURE 4" 1 30* MIN. BE GROUND SMOOTH., ALL W 60' MAX. LL LU NOT TO SCALE ABRADED AND DAMAGED > I BACK OF SIDEWALK SURFACES SHAL!_ BE COATED A _11NIC-- c4 0 4-0.c. 0. 1 < WIDTH OF SIDEWALK 1 2'- 1 RICH PAINT, AS P'FR 75-1.05 OF THF' 0 PLAN' STANDARD SPEC!F,CATIi ONS. 12" 6'-2:L�8- Ei�-0" PLAN WIDTH OF SIDEWALK 2�-O' A 2" x 1/4" 0 3" O.C. ems M thru@shall be ALHAMBRA, COVER SUPPORTS 01� V, galvanized, or approved equal. ---------- -------- 3/16" Formed steel face plate, A-3911-G 1 2 3 (TYP.) 7— Anchors shall be to ctory-insto tied. 5 5" 4 P,C,C. FLOOR NO, 4 t, 1 -4- --1/4' PER I' SLOPE BARS BOT11-11 DIRE""TOINS, 2 x 2" 1/4" 0 PERIMETER Protection bar, A-1565. �T @ 12' O�C� Bar end anchors, A-1577. E Protection bar support bolt(s), A-1574, AGGREGATE BASE 92 EDGE OF CONC. ell, 7_1 :::� ..................... 36" spaced 21" apart maximum. . .I - .4 LIP BELOW - Q� 6 4 U) SECTION A--A Z:� Steps are required when depth exceeds 4 ft� 4"x 4" ___L chomfer i,//-'x 1/4' CONT and shall be steel-reinforced copolymer poly- Class 3 DR!I' AND COUNTER &NX FOR, A 1//A-' DIA. HOT-DiP GALV propylene, M-A INDUSTRIES PS2-PFS, or equal. Agg. base 'DIAMOND PLA.T-t' TO MATCH ALLEN HEX-SOCKET FLA,- - CURB HEIGHT 2' 4" 1 /4' STEEL COVER HEAD CAP SCREWS 4 4 0- 12"0-c. Manhole cover and frame, PHOENIX P-1067, TH.I CK NO 4 BARS 1/2' O.0 1/4' DIAMOND PLAI'_ Floor of basin she I I be ALHAMBRA A-1530, or approved equal (ALHAMBRA i BOTH DIRECTIONS. rSCALE: AS SHOWN trowelled smoo A-1137 when in Mission Tile sidewalk) placed th at a min. 4 ('J)'VtR SUPPORT E 8. /'slope of I per ft. toward adjacent to back wall near outlet pipe. DATE: 8/20/92 J.S.P. I from all directions. 0. I '2'x 2' BARSTOCK C011,71 outle ,PILL AND TAP 170;�� ISCRE -S 4 Curb height minus 2" 4' AGG. BASE 91-611 JOB NO: Curb opening width shall not be less than 3 -6" c WELD AND GRIND SMOOTH Outlet pipe may ON TOP SURFACE and may only be increased in 3'-6" increments, 36' MAX. Z 66" be placed in any Gutter construction adjacent to existing A.C. paving shall wall or corner. 0- include sawcutting,removal, and replacement of A.C.paving SECTION A—A SEC710N B-B WELD ON 2' NO 3 BARS SHEET AT 24' O,C1 18" min.from edge of new gutter,2"thicker than existing,5 min. STND. 510 STORM DRAIN INLET DETAIL "B" SIDEWALK UNDERDRAIN DRWG. GRATE DETAIL 14 ,:it4 e 16-O.C, �_] 13 + 2' "o 1—'EE -,4RA T W I OTH W A CURB HT. to. OU NOT TO SCALE NOT TO SCALE NOT TO SCALE OF SHEETS "V_ "J" 1/20 R. 1-1 2 EXPANSION JOINT 6 27a ----------a- FILLER 1/20 RAD. 3/4' RAD. MAX. (b TINUOUS (4) #4 CON (3) 1/2* SMOOTH DOWELS SIDEWALK, THICKNESS (T) SHALL A 60 R/W BE 4-0 AND SHALL HAVE A 0.70 C.F. RADIUS 12- WIDE BORDER WITH 1/4�- C; r GROOVES APPDXIMATELY 0 PAVEMENT 3/,�' O.C. SEE GROOVING r- i� 5' 30 a- 2: 16* N T� To 5' MIN. DETAIL BELOW. THE RAMP SHALL z __+ w w 0 WIDTH TO BE GROOVED PARALLEL TO DIREC- in uj -i 4-6" MIN ZMON(S) OF CROSSWALK(S) TO DIRECT wi < THIS POINT � W w -7= to low M — BLIND PERSONS INTO APPROPRIATE > < STANDARD 6m CROSSWALK. m T4: # 4. 0 D.C. A EXPANSION 10MA 1/2- EXPANSI NT MATERIAL JOINTS to > TYPE -EY-N w tTR1JQ-fU0E N BACKFILIL. % -STRUCTU 2 RE- #4 0 18- O.C. 3- CLEAR T)TE C 12.5% AX A.-C._DIKE R t1i R W AT C R L 3' Iviiii MIN. LLJ PAVEMENT WIDTH MEASURED TO THIS z 10' POINT 2% 60 a_ EXPANSION JOINTS 12 4 IN. STD. EXPANSION JOINT—"" SHALL BE PLACED U. USE GROOVES ON SLOPING 3 .3/40 RAD. o AT 25 INTERVALS. > 1/4L-L k_jj AT ENDS OF ALL 2 PORTION OF RAMP WHEN �MAX S'n t)m CURB RETURNS, AND LOCATED IN CENTER OF C CURB RETURNS EACH SIDE OF DRIVE- 2% 7) 04 1/2- RAD. WAY DEPRESSIONS. ROUNDED .1-0- 1-3/4 THE INTERVALS MAX, BETWEEN EXPANSION J_ PLAN 1/2* 0 x 18' 14* JOINTS SHALL VARY SEE UP F-T— B.33% T=4" OF JOINTS ADJACENT T 3s 30 3# GREASED SMOOTH TO ALLOW MATCHING DETAIL MAX- DOAU OR #4 REBAR W/SLEEVE EXISTING IMPROVE- 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4' THICK. AT ALL EXPANSION �TRUCI�RE 'aXCKFILC. MENTS. �A.C. PAVING CD 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED JOINTS AND 4% uj CONSTRUCTION JOINTS. TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE TYP SECTION A—A awwww"m LLJ t !Y_EA SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. ROJECT SECTION CS (4� #4 EQUALLY SPA or% Ck� D 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS #4 0 4'-0- O.C. C" :D 3 CLEAR V� AND AT ALL INTERVALS NOT EXCEEDING 25'. him 1/2" x 18* SMOOTH, GREASED DOWELS 24' O.C. TO BE PLACED THROUGH aA6 No 0C* CURB TO BE CLASS 'B' P.C.C. THE EXPANSIVE JOINTS. T ON BORDER; cu 0 B� E APPROX 3/4 �12� ;DZE T)?E 'B' A.C. 1-1/2" ON SLOPING PORTION SECTION A—A 3 STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. 45* < OF THE RAMP 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4- IN DEPTH AT :z 1/2 INTERVALS NOT TO EXCEED 5'. CURING METHOD - 1/4' __j -7 OF THE STATE STANDARD SPECIFICATIONS. NOTES: c0:0 CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO THE PROVISIONS OF SECTION 90 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE 0- CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. ENGINEER. 1/4- 1. ALL CONCRETE SHALL BE CLASS 'B' P.C.C., MIXED AND PLACED IN ACCORDANCE LIP DETAIL GROOVING DETAIL NTH THE APPLICABLE SEC11ONS OF THE STATE STANDARDS SPECIFICATIONS. 2. ALL FLATWORK SHALL BE 80 THICK. cr) c D _ u") CURBS SIDEWALKS NOT TO SCALE SIDEWALK RAMP NOT TO SCALE NOT TO SCALE CROSS GU17ERS NOT TO SCALE Q1 8 DRAWING NO. DRAWING NO. DRAWING NO. DRAWING NO. PROPERTY LINE DRI WAY-I----' z RESIDENTIAL: 12'MIN Ir 26''MAX. movs 1 0 ;r COMMERCIAL: 16'MIN. rw ------------------------Z�-� CUT EXISTING ROADWAY TO PROVIDE VERTICAL LL 36' MAX. SURFACES AND SQUARE CORNERS. CUT EDGES J 1/2- EXPANSION WILL BE STRAIGHT AND NEAT IN APPEARANCE. OINT PROVIDE MIN 12" BENCH FINAL INTO UNDISTURBED GRA 091_ ASPHALT OTHERWISE ROAD BED (BOTH SIDES) DE MINIMUM 2 INCHES r 12" T In MATCH EXISTING. z cn 0 v\ a- 00 0- 0 0 a- 0 .1 0- 0 0 0- 0 a 0 0% 0 a 0 0 /4 0 a a rhm T -0 /'4 0 0 -0 0 0 0 0 $ 0 0 co k CA A RON z SIGN DEIAIL 0 9, 0 0 0 0 4 c_ 0 95% RELATIWE COMPACTION ca �'V MIN. 6" CLASS 2 t-4 , 24' AGGREGATE BASE SEE STD. DWG. GUTTER FLOW LINE SEE NOTE BELOW -w—SELECT BACKEILL FREE SUPAC 8NP 702 FOR ADD- GUTTER ---z, CONCERNING TRENCH INSTALL--' FROM DEBRIS AND FILTER FABRIC 90% RELATIVE COMPAC11ON ITIONAL DETAILS IN EASEMENTS. TRACER DELETERIOUS MATERIAL. (OR EQUAL) D36" LL > w 2E 6& MAGNETIC ui PLAN ERONT ERONT TAPE S.D. EO_ST-TO-SIGN aIGN-TO-SIGN 1 180 0 COMPACTED SAND 90% RELATIVE COMPACTION OR APPROVED GRANULAR MATERIAL. CLEAN GRAVEL 12a 3/4" x #4 30 VARIABLE 3 RIVER RUN OR FLOAT ROCK __1 20 RADIUS TOP OF CURB A�5�L�YDEIAIL 6" 0 APPROACH APRON DEPRESSED CURB Ml� 2" RADIUS 6" MIN 6 10 UP GUTTER FLOW LINE 8 MAX 8 MAX 1/20 EXPANSION JOINT 1/2- EXPANSION JOINT BELOW FL PERF. PIPE, ELEVATION 4 PERFORATIONS 6063-T6 ALLOY, DEGREASED AND ETCHED DOWN 1% SLOPE 1. SIGN BLADES TO BE EXTRUDED ALUMINUM, 2 NTH GREEN SCOTCHLITE APPLIED TO BOTH 7' MIN. AT SIDE- TO OUTLET SURFACES. WALK INSTALLATION STD. SAME AS SIDEWALK 2. POST-TO-SIGN BRAKET TO BE DIE-CAST, 5' MIN. WHEN GALV. A CITY ENCROACHMENT PERMIT AND 6. t360 ALLOY NTH TWO ANGLED GUSSETS A, IRON INSPECTION ARE REQUIRED FOR ACH SIDE FOR STRENGTH. TO FIT 2-3 R17 SIGN IS PIPE TRENCHING IN PUBLIC OR COLONY 2X_v_ O.D. GALV. PIPE �2%1).). SIGN-TO-SIGe ALSO PRESENT. GREATEST O.D. DIMENSION RIGHT-OF-WAYS. LIP BRACKET TO BE AT PIPE JOINTS IMILAR CONSTRUCTION WITH 90' AND 45' SEPARATION. 1/2"x4" PIN DRY PACK 3. CAPITAL LETTERS TO BE DIE-CUT SILVER CONCRETE NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH SCOTCHUTE, SERIES B. 8 MIN. WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT TIONS SHOWN ON THE TRENCH SECTION ABOVE. SCALE: OVER THE TRENCH, USE RELATIVE COMPAC 4. SCREWS FOR SECURING BRACKETS TO BE ZINC AS SHOWN PLATED HEX SOCKET HEAD SCREWS 1/4"xl/2". 5nN_jN5!ALLADQN SLOPE BACK OF SIDEWALK TO GUTTER SECTION DATE: 7/15/92 J.S.P. -611 JOIB NO: 91 z DRIVEWAY APPROACH P, STANDARD STREET SIGN BACKFILL REOUIREMENTS FOR SHEET GRAVEL DRAIN DETAIL WITH CONCRETE CURB + GUTTER NOTTO SCALE NOT TO SCALE NOT TO SCALE WATER OR SEWER LINES �4::2 D3 NOT TO SCALE AWING NO. DRAWING NO. 15 15 DRAWING NO. OF SHE