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HomeMy WebLinkAbout2009 - San Gabriel Road LEGEND EXISTING PROPOSED h CENTERLINE — — RIGHT-OF-WAY — -- -�---- —�- — — — PROPERTY LINE ----- -- --- ---- -* - -- --- -�- AC DIKE MOUNTABLE AC DIKE CURB ..� .~-_-.m .....A. .... .._..__. ...__. .._._ CURB & GUTTER DAYLIGHT LINE SHEET INDEX EASEMENT �. . / SHEET 1 TITLE SHEET FLOWLINE -+ - SHEET 2 NOTE SHEET RETAINING WALL SHEET 3 TYPICAL CROSS--SECTIONS CONTOURS `.......- --- / 10\01SHEET 4 SIGNAGE AND. STRIPING PLAN WATER MAIN ; W SHEET 5 IMPROVEMENT PLAN -M STA 10+00 TO 16+50 ___.._._. _. ' SANITARY SE ...~_......_.. .,w., WW ER LINE SS f SHEET 6 IMPROVEMENT PLAN -- STA 16+50 TO 22+50 SHEET 7 IMPROVEMENT PLAN - STA 22+50 TO 28+50 GAS UNE _-.....~~T-W~ -� ----�- - G ELECTRIC LINE E SHEET 8 IMPROVEMENT PLAN -- STA 28+50 TO 35+00/ _ ~__m ~_„/ \ OVERHEAD WIRES Mrt m -�- ���AE (H / SHEET 9 DETAIL SHEET TELEPHONE - ~- M T r tsil SHEET 10 CROSS-SECTIONS _ _.. _. X BARB WWIRE FENCE m.... CHAIN LINK FENCE ;;4......._..._ _... 0 o CALTRANS CONSTRUCTION NOTE* IRON FENCE _ _.._ ._ _.. ... __ry_ 0 ALL WORK IN CALTRANS RIGHT OF WAY IS SUBJECT TO THE TERMS AND WOOD FENCE CONDITIONS OF ENCROACHMENT PERMIT 0509-NCS-0322 AND ANY / ASSOCIATED PERMIT RIDERS. THE CONTRACTOR SHALL POSSESS A COPY OF WATER VALVEa dQ THE PERMIT AND ANY PERMIT RIDES WHEN WORKING IN OR ADJACENT TO STATE RIGHT OF WAY. WATER METERWyl Gm GAS METER �®tJNDEp �0RP0�'A�- FIRE HYDRANT T / �� E-0 BASIS OF BEARINGS BOLLARD ~"' / THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED UPON THE STREET LIGHT WORLD GEODETIC SYSTEM OF 1984 (WG584) REFERENCE FRAME, SIGNAL LIGHT '�� AND CONSTRAINED TO THE CALIFORNIA COORDINATE SYSTEM, is s ��t ZONE 5, AS DETERMINED FROM GPS OBSERVATIONS OBTAINED IN PG&E UTILITY VAULT NOVEMBER 2008. TRAFFIC SIGNAL UTILITY VAULT MONUMENT °t STORM DRAIN INLET ■� t BENCHMARK mt0 ' R! COMMUNICATIONS RISER f �� LI THE BENCHMARK FOR THIS SURVEY IS A BRASS DISK IN A 8 Me BRIDGE ABUTMENT, DESIGNATION SLO 101 PM 46.87, PID# MAILBOX ■ FV2077, SAN LUIS OBISPO COUNTY, CALIFORNNIA, HAVING A nM�.ji NAVD888 PUBLISHED ELEVATION OF 911.7 FEET. POWER POLE w C GUY WIRE b 1 � � t'°,� ' •.. ''`�,,,�, "� FOUR--WAY SIGN `'-•.,,� TWO-WAY SIGN - - .,,,,, CLEANOUT j{ 000 SSMH Z ASPHALT CONCRETE AC S1 TE M AP BEGIN CURB RETURN BCR SCALE: 1"=200" BEGIN CURVE BC BEGIN VERTICAL CURVE BVC CENTERLINE CL ~ ETURN ECR e %a n o nt ; END CURVE EC ` END VERTICAL CURVE EVC FINISHED GRADE FG r . 101, e , 'F e r' r 0 �k FINISHED SURFACE FS r. v FINISH FLOOR c . 1 FF i. of 4 � a .amw •v: pFwvxw.ermnc ,ve.:wyL .rn'"^'9 xb ne x nen .0 d FLOW LINE FL GRADE BREAK GB r r s �k NT �� ..Vista : ,' r� _� � HIGH PC?lHP z + hr a { r r , n i yy - ,. ,. , a -,>. TMF • i{;, n . re. r INVERT INV 54 Of POINT CONNECTION POC g s .. ~ PROPERTY UNE P PUBLIC UTILITY EASEMENT PUE : SI � , x RIGHT—OF—WAY Row a M . F �-= TOP OF CURB TC a , r TOP OF FOOTING TF .. r ~ N o TOP OF GRATE TG r rc r a a, r t . a TOP OF WALL TW 0 s allp ' AC PAVING w, .s N .. ~ z 0 OF CONCRETE �e . RIP--RAP Q 00 �- n. ~ o Q, Off SS 00 t�,o ��GK Rtp VV 4qZ NO. 72034 rn •Q N EXP. t G� x r c1V lit 4-0 TF OF CAW-� O� CITY OF ATASCADERO R E V I S 1 O N S NO. BY DATE DESCRIPTION SAN GABRIEL ROAD ELEMENTARY SCHOOL RECOMMENDED FOR APPROVAL: SAFE ROUTES TO SCHOOL PROJECT r 3 �� .. TITLE SHEET TM®lVIPS }N 0 RUSSELL S. DAVID ATHEY, P.E. 59384 EXP. 1 31/09 DATE VICINITY MAP CITY OF ATASCADERO, CA NO,C43,069 APPROVED: 1050 Southwood Drive o Exp.3.31 10 SCALE: NTS San Luis Obis,CA 93401 DRAWN BY DATE CA JOB NO. t N cf'�. '` P 805.544. 407' F$05.544.3863 04 y� CIVIL � ARR 2009-09--02 080648 F OF C AL ' THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF OL/pal CANNON. ALL DESIGNS AND INFORMAITONN ON THESE DRAWINGS ARE FOR USE CHECKED BY SCALE SHEET r RUSSELLS. THOMPSON, P.E. 43069±_ 03/31/10 DATE THE SPECIFIED PROJECT AND SHALL NOT 8E USED OTHERWISE O R PATRICK RIDDELL „- OF WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON. , P.E. 72034 EXP. 06/3Cl/10 DATE AS SHOWN 1 OF k OCR4M�`` NUMS (RtADM N070 _......... GEN Nth ORDER 9f W �� ARE& 1. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE U.B.C., THE LATEST 1. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND 1. THE ORDER OF WORK SHALL BE TO COMPLETE THE IMPROVEMENTS FROM THE APPROXIMATE STATION 1$+30 TO THE AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY REVISION OF THE CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS, THESE PLANS, AND ENGINEERING DEPARTMENT. WATER FACILITY IMPROVEMENTS SHAD_ CONFORM TO THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS ENGINEER. FACILITIES. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND EASTERLY EXTENTS OF THE PROJECT. THE REMAINING WESTERLY IMPROVEMENTS SHALL BE COMPLETED THEREAFTER. STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE ATASCADERO MUTUAL WATER CO STANDARDS AND SHALL BE SUBJECT TO APPROVAL BY SHOWN {S APPROXIMATE. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND 2. THE CONTRACTOR'S WORK SCHEDULE SHALL TAKE INTO ACCOUNT SCHEDULE RESTRICTIONS NECESSARY FOR THE SAFE AMWC. NOTIFY AMWC A MINIMUM OF 2 WORKING DAYS IN ADVANCE OF EACH STAGE OF 2. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED 'OF ALL BRUSH AND OTHER CONSTRUCTION TO ALLOW FOR INSPECTION. OBJECTIONABLE DEBRIS, INCLUDING EXISTING ASPHALT PAVEMENT, SCARIFIED TO A DEPTH COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND HANDLING OF VEHICLE, BICYCLE, AND PEDESTRIAN TRAFFIC ADJACENT TO THE SCHOOL FACILITIES. UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE REQUIRED BY THE SOIL ENGINEER, AND WATERED AND COMPACTED AS REQUIRED BY THE COURSE OF CONSTRUCTION. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) OF 3. OTHER PROJECTS MAY BE ONGOING WITHIN OR NEAR THE PROJECT LIMITS DURING THE CONTRACT PERIOD. THE 2. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERORIOO PLACINGSTANDA SUPERVISING SOILS ENGINEER PRIOR TO PLACING OF FILL MATERIAL. SO. CALIF. (800) 642--2444 TWO WORKING DAYS PRIOR TO THE START OF CONTRACTOR SHALL COORDINATE THE WORK WITH OTHER CONTRACTORS, UTILITIES, BUSINESSES, ETC. SUCH THAT ALL AND SPECIFICATIONS. ALL TESTS, MUST BE DONE WITHIN 15 DAYS RIO LAC NG �:. T1 A OF CONSTRUCTION FOR ASSISTANCE FROM THE RESPECTIVE`UTILITIES. ALL U11LIT€ES PROJECT/ACTIVITIES CAN BE DILIGENTLY PURSUED TO THEIR COMPLETION. THE CONTRACTOR SHALL INCLUDE IN ITS BID MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE 3. FILL MATERIAL SHALL BE PLACED AS DIRECTED BY THE SOILS ENGINEER. IN NO CASE MATERIAL. SHAH LAYERS EXCEED 8 IN COMPACTED THICKNESS. IT SHALL BE PLACED AT THICKNESS NOT A MEMBER OF U.S.A. MUST ALSO BE NOTIFIED. ALL COSTS FOR COORDINATING, SCHEDULING, MEETINGS, AND DELAYS THAT RESULT FROM INTERFACING WITH L CONCURRENT WORK. x ' AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. ALL FILL TO BE � 2. OVERHEAD UTILITIES ARE NOT SHOWN IN ALL INSTANCES. CONTRACTOR SHALL 3. COMPACTION TESTS SHALL BE DONE CSN SUBGRADE MATERIAL AND MATERIAL PLACED COMPACTED TO A MINIMUM OF 9OX MAXIMUM DENSITY AS DETERMINED BY ASTM D 1557-65T USE DUE CARE WHEN WORKING NEAR OR UNDER SAID UTILITIES AND SHALL AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE (MODIFIED TO 3 LAYERS). PROTECT THEM IN PLACE. COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. 4. CUT & FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL 3. THE CONTRACTOR SHALL NOT INTERRUPT THE UTILITY SERVICE FUNCTION, 4. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, & SHALL CONFORM TO PLAN SPECIFICATIONS. DISTURB THE SUPPORT BASE, OR MODIFY ANY FACILITY WITHOUT AUTHORITY FROM ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST FOR FINAL S. ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE HYDROSEEDED WITH THE UTILITY OWNER. 1:--TH9--CONTRACTOR SHAT: ,,PR0TEQT-EXISTING 4AA1L4aOXE-S• AND INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. LANDSCAPING AT THE DRIVE ENTRANCES TO RESIDENCES ALONG SAN NATIVE SEED MIX. 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION GABRIEL DRIVE. IF DAMAGED, THE CONTRACTOR 'SHALL REPLACE THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS AND DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES: iN,-KIND. PRESENT WHEN THE FINAL INSPECTION IS MADE. SHALL BE 6. ALL UNSUITABLE SOIL, MATERIALS, ASPHALT, CONCRETE, RUBBISH AND DEBRIS CONTRACTOR SHALL USE POSITIVE LOCATION METHODS PER CALTRANS PUBLICATION 5. ALL U11UTY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE RESULTING FROM GRADING OR DEMOL11ION OPERATIONS SHALL BE REMOVED FROM THE -- "POLICY ON HIGH AND LOW RISK UNDERGROUND FACILITIES WITHIN HIGHWAY 2. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OF JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN ACCORDANCE RIGHTS OF WAY". IMPROVEMENTS ALONG SAN GABRIEL DRIVE WITH PROPERTY OWNERS CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT WITH APPLICABLE REGULATIONS. AND SHALL MAINTAIN ACCESS TO BUSINESSES AND RESIDENCES AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL 5. EXISTING PIPELINES UTILITIES THAT CROSS NEW SYSTEM PIPING OR SIMILAR ALL TIMES. VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE 7. INSTALL DRAINAGE STRUCTURES PER MANUFACTURER'S SPECIFICATIONS. EXCAVATIONS REQUIRED TO CONSTRUCT THE PIPING, SHALL BE PROTECTED IN OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. PLACE, UNLESS OTHERWISE NOTED. ALL EXISTING PIPELINES/UTILITIES SHALL BE 6. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC 8. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO SUPPORTED ACROSS THE EXCAVATION DURING CONSTRUCTION. IN ORDER TO RIGHT-OF--WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION CARD PREVENT HIS OPERATIONS FROM PRODUCING DUST !N AMOUNTS DAMAGING PROPERTY, PREVENT SETTLEMENT OF THE UTILITY AFTER INSTALLATION OF THE NEW SYSTEM, SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS THE CONTRACTOR SHALL PLACE 1-SACK SLURRY BETWEEN THE COMPACTED PIPE OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE ZONE MATERIAL AND TIME UTILITY. ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT MAY 7. THE CITY INSPECTOR, RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM HIS OPERATION. DUSTABATEMENT MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF THE DISCOVERY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN INSPECTOR. OF ANY UTILITY THAT WAS OMITTED FROM THE PLANS, INCORRECTLY SHOWN OR THE FIELD. REVISIONS SHALL BE REVIEWED BY THE DESIGN ENGINEER PRIOR TO NOT PROPERLY MARKED. IF THE U11UTY DOES NOT PROVIDE LOCATION IMPLEMENTATION. THE INSPECTOR MAY ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK 9. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR INFORMATION OR MARKING SERVICES IN THE FIELD, THE CONTRACTOR SHALL FROM THE PLANS. THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND THAT HE SHALL, IMMEDIATELY NOTIFY THE ENGINEER. TO THE SATISFACTION OF THE INSPECTOR. AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS 8. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER IF ANY ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS ARE DAMAGED OR REMOVED AS A RESULT OF HIS OPERATIONS. UTILITY IS DISTURBED OR DAMAGED DURING THE COURSE OF THE WORK. THE PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE10. OFFSITE GRADING OR OTHER CONSTRUCTION WORK WILL NOT BE PERMITTED WITHOUT PRIOR CONTRACTOR SHALL BEAR THE COSTS OF REPAIR OR REPLACEMENT OF ANY ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT WRITTEN PERMISSION OF THE OFFSITE PROPERTY OWNER. MARKED UTILITY WHERE DAMAGE WAS CAUSED BY THE CONTRACTOR'S ACTIVITIES. PRIOR APPROVAL OF'THE CITY ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. 8. INTERFERING PORTIONS OF ABANDONED UTILITIES SHALL BE REMOVED AND 9. ALL FRESH CUT AND FILL SLOPES SHAD_ BE PROVIDED WITH A METHOD OF EROSION 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL DISPOSED OF AS UNSUITABLE MATERIAL BY THE CONTRACTOR. THE CUT ENDS CONTROL APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO FINAL INSPECTION. EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS SHALL BE PLUGGED WITH BRICK AND MORTAR OR CONCRETE. THE CONTRACTOR DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE SHALL VERIFY THAT THE UTILITY IS TRULY ABANDONED PRIOR TO ABANDONMENT. 10. IN THE EVENT THAT THE CONTRACTOR N0110ES IRREGULARITIES IN THE LINE OR LAND SURVEYOR'S ACT AT THE CONTRACTOR'S EXPENSE. GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE 12. NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED FOR REMOVAL ON THESE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE PLANS. TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. 13. UNLESS OTHERWISE NOTED, ALL EXISTING SEWER CLEANOUTS, MANHOLES, WATER VALVES, PAVEMENT A GUT IN ACCOR ANC WITH THE CITY COUNTY AND OTHER UTILITY BOXES ARE TO BE RAISED OR LOWERED TO FINISH GRADE. CONDniom 11. EXISTING VEMEN SHALL BE SAW D E CITY/ COUNTY AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SEC11ON AND NEW 14. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED CIVIL PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION SHALL BE INSPECTED ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA. 1. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO MARK BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACEMENT OF BASE. LOCATIONS AND SHALL POTHOLE ALL UTILITY CROSSINGS, PRIOR TO STAKING AND 15. THE CONTRACTOR SHALL USE THE SOIL'S ENGINEER FOR ALL TESTING WORK. PRIOR TO ANY PIPELINE EXCAVA11ONS TO ALLOW GRADE REVISIONS IF 12. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR NECESSITATED BY ACTUAL LOCATIONS. RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING #426 AND AS REQUIRED BY STATE LAW, LAND SURVEYORS ACT 2. CITY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL CUT SHEETS TO AND SUBDIVISION MAP ACT. N CHECK GRADES PRIOR TO TRENCHING. 13. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY OR WORK 3. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY COMPANIES AT AREA SHOWN ON THESE PLANS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION 1. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERWISE NOTED. LEAST 48 HOURS BEFORE BEGINNING EXCAVATION AND SHALL VERIFY WHETHER FROM THE OFF-SITE PROPERTY OWNER. OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING 14. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY. GRADING ACTIVITY 2. EARTHWORK SHALL NOT EXCEED THE LIMITS OF THIS PLAN. EXCAVATION. MUST NOT FILL, EXCAVATE OR IN ANY WAY DISTURB THE GROUND "THIN 5 FEET OF A TREE, 3. LOW BRANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE UNDERGROUND SERVICE ALERT (USA) 800-227-2600 OR WITHIN AREA FENCING SHOWN ON THESE PLANS. PRUNED PRIOR TO ANY HEAVY EQUIPMENT WORK BEING DONE. PACIFIC TELEPHONE CO. -- MEMBER USA SOUTHERN CALIF. GAS CO. -- MEMBER USA 15. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED PACIFIC GAS & ELEC. CO. - MEMBER USA 4. VEHICLES AND STOCKPILED MATERIAL SHALL BE STORED OUTSIDE THE CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND DRIPLNE OF THE TREES TO REMAIN. CABLE TELEVISION - MEMBER USA COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING THE COURSE OF CITY OF ATASCADERO 805-461-5000 CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, 5. TREES TO BE REMOVED SHALL BE IDENTIFIED WITH PINK FLAGGING. ATASCADERO MUTUAL WATER CO. 805--466-2428 AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY.CONTINUOUSLY AND NOT BE ' LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, 6. A TREE REMOVAL PERMIT SHALL BE POSTED AND VISIBLE FROM THE 4. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND THE SITE HAVE INDEMNIFY AND HOLD HARMLESS THE CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL STREET. BEEN BROUGHT TO SUBGRADE. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNEC11ON WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN 7. TREES TO REMAIN SHALL BE FENCED FOR PROTECTION AS NOTED IN PROFESSIONAL. PROJECT SPECIFICATIONS. 16. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC All ALL TIMES. TRAFFIC 8. ANY ROOTS 3" OR GREATER IN DIAMETER THAT ARE ENCOUNTERED RGURM&M AM &MMff 140M CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR DURING EXCAVATION SHALL BE CLEAN CUT BY HAND AND SEALED TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR WITH AN APPROVED TREE SEAL. 1. NEITHER THE CITY, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND REGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE CONTRACTOR SHALL DESIGN, GRANTED BY THE CITY ENGINEERING DEPARTMENT. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE 17. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND OF THE IMPROVEMENTS SHALL BE REPLACED BY THE CONTRACTOR. HEALTH STANDARDS, LAWS AND REGULATIONS. 2. THE CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND EFFECT UP TO THE DATE OF. FINAL INSPECTION: A. WORKERS COMPENSATION INSURANCE -�, B. PRODUCTS AND COMPLETED OPERATIONS INSURANCE © C. COMPREHENSIVE LIABILITY INSURANCE 1. CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EACH PHASE OF WORK AND INA TIMELY MANNER TO ENSURE A QUALITY JOB. 3. LIMITS OF INSURANCE, CLAUSES, AND ADDITIONALLY INSURED PARTIES SHALL BE TO THE 2. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING OPERATIONS SATISFACTION AND APPROVAL OF THE CITY OF ATASCADERO PRIOR TO THE START OF N IN THE FIELD AND SHALL DECLARE THAT ALL EARTHWORK WAS PROPERLY CONSTRUCTION. N DONE AND WAS DONE IN CONFORMANCE WITH ALL REQUIREMENTS SPECIFIED N HEREWITH. 0 3. CONTRACTOR SHALL BE RESPONSI LE FOR OBTAINING AND PAYING FOR ALL w° fix NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNECTION WITH THE ncm.OVAL 0 WORK SPECIFIED HEREWITH. 1. IF ASBESTOS MATERIALS ARE ENCOUNTERED DURING ANY WORK, THE CONTRACTOR SHALL 1 PROMPTLY NOTIFY THE CITY ENGINEER IN WRITING. A CONTRACTOR REGISTERED BY Col/OSHA AND CERTIFIED BY THE STATE CONTRACTORS LICENSING BOARD FOR ASBESTOS REMOVAL I ) SHALL PERFORM REMOVAL OF EXISTING ASBESTOS MATERIAL. COPIES OF THE CERTIFICATION SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO THE COMMENCEMENT OF ANY ASBESTOS REMOVAL ACTIVITIES. -o .-� 2. IN THE SPECIFIC INSTANCE OF REMOVING ASBESTOS CEMENT PIPE, THE CONTRACTOR SHALL DISCONNECT AT THE NEAREST JOINT BEYOND THE REMOVAL POINT. Z 3. ALL REMOVED ASBESTOS MATERIAL SHALL BE DISPOSED IN ACCORDANCE WITH STATE AND 00 FEDERAL LAW. aoFESs �0 o �� K rnOf Nff ACCOS y Z NO. 72034 m w .O 1. IN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES EXP. © DURING WET WINTER MONTHS, THE CONTRACTOR SHALL MAINTAIN OR WINTERIZE THE ROADS TO ALLOW FOR EMERGENCY o VEHICLE ACCESS AT ALL TIMES. DCIV IL { CA d CITY OF ATASCADERO R E V I S 1 O N S No. BY DATE DESCRIPTION SAN GABRIEL ROAD ELEMENTARY SCHOOL o RECOMMENDED FOR APPROVAL: SAFE ROUTES TO SCHOOL PROJECT ss/of,� r4 NOTE SHEET ¢ RUSSELL S. o THOty PSON �1� DAVID ATHEY, P.E. 59384 EXP. 12/31/ DATE o NO. C43069 ��00 CITY OF ATASCADERO, CA a Exp, 3-31-1Q ,' APPROVED: 1050 Southwood Drive San Luis Obispo,CA 93401 DRAWN BY DATE CA JOB NO. cP�aC 1V A �, T P$05.54�t.7407 F 80 .544.3863 �. Of s _ `* ARR 2009--09--02 080648 • THESE DRAWINGS ARE INSTRUMENTS OF SER%ACE AND ARE THE PROPERTY OF �... I-' CANNON. ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE CHECKS B SCALE SHEET 4 OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERWISE OR RUSSELL S. THOMPSON, P.E. 0 9 EXP. 033110 DATE PATRICK RlDDELL, P.E. 72034 EXP. 06/30/1.0 / / REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON. DATE N.T.S. 2 OF 10 s CONSTRUCTION CENTERLINE CONSTRUCTION 11' 11' MIN CONSTRUCTION CENTERLINE RIGHT--�-•-WAY 5.5' EXISTING CROWN CENTERLINE CENTERLINE LOCATION TO REMAIN • VARIES 2 1 MIN ' /11' MIN RIGHT—OF—WAY RIGHT—OF—WAY YARIES 5.5' VARIES 11 MIN I """" 0 RIGHT—OF—WAY • VARIES 11 MIN 5.5Nos 2' EXISTING _..I1-1 { U { { VARIES 5.5' { 1' MIN VARIES 2' 1 MIN am -�.�..I i""'- 1 BENCH, �12% � � GRADE � 2—�..- {Icn w c'i{ ~ � � �' � {v �' { 2:1 MAX 2% MIN ,. ....®.. 2% TYP ( {U v { v{ 2:1 MAX 7AC IV X µ . EXISTING ' 2%.. I t... ....".#.,.".. 2--%._ �Q X ¢{ w AC DIKE _ _..."m. GRADE cn w„ EXISTING AC EXISTING NEW AC PAVEMENT SECTION 2:1 MAX 2% MIN �� .._ : .. GRADE PAVEMENT SECTION K GRADE �. �.a..�",..�; AC PATH WHEN SHOWN ON PLAN. AC DIKE � . __..�.. .�._ �_�...�.��.�W NEW AC PAVEMENT SECTION ._r. AC DIKE .-_- .,..� _..,.. ._ � ._.....y .....,_._ m....rvw. ". MATCH EXISTING ROAD SLOPE = 1% MIN, 5% MAX NEW AC PAVEMENT SECTIQN �� EXISTING AC CURB AND GUTTER CROSS—SLOPE AT SAWCUT AC PATH WHEN SHUWN ON PLAN. EXISTING AC NEW AC PAVEMENT SECTION CURB PAVEMENT SECTION AC PATH PAVEMENT SECTION WHEN SHOWN ON PLAN. * NEW AC PAVEMENT SECTION' MATCH EXISTING ROAD MATCH EXISTING ROAD AC PATH NEW AC PAVEMENT SECTION SAWCUT 5.5 FROM CONSTRUCTION CENTERLINE CURB AND GUTTER SLOPE = 1% MIN, 5% MAX CROSS—SLOPE AT SAWCUT CURB AND GUTTER NEW AC PAVEMENT SECTION CROSS—SLOPE AT SAWCUT DIKE SLOPE = 1% MIN, 5% MAX STA 11+28.00 TO STA 12+00.00 SLOPE = 1% MIN, 5% MAX EXISTING AC t A TYPICAL STREET SEC110N TYPICAL S,"I"Rh E E T S E(C" T 1 0 N T"Mr I CAL STREET SECTION PAVEMENT SECTION D TYPICAL STREET SECTION -- STA: 10+59.20 TO 11+28.00 STA: 11+30.65 TO 15+30.00 -- STA: 15+30.00 TO 16+50.00 — STA: 16+50.00 TO 18+20.75 N.T.S. N.T.S. N.T.S. N.T.S. CONSTRUCTION CONSTRUCTION CENTERLINE CENTERLINE CONSTRUCTION CONSTRUCTION EDP CENTERLINE CENTERLINE EOP VARIES 11 MIN 12 11 MIN 12' 11' MIN 12 11' MIN RIGHT—OF—WAY 2' RIGHT—OF—WAY2' RIGHT—OF—WAY 2' RIGHT—OF—WAY 2, VARIES 5' 4' r VARIES 5' 4' VARIES 6' -------- VARIES 5' 6' ��" 0 4:1 MAX SLOPE. MAINTAIN {U v { 4:1 MAX SLOPE. MAINTAIN {c=.� v { 4:1 MAX SLOPE. MAINTAIN _ { { {c� Q { 4:1 MAX SLOPE. MAINTAIN POSSITVE DRAINAGE TO t {¢ x POSSITVE DRAINAGE TO I4 X POSSITVE DRAINAGE TO POSSITVE DRAINAGE fid (c¢ x {� x EXISTING GRADE cn w EXISTING GRADE ' w EXISTING GRADE 2%, cn w EXISTING GRADE t 2% cn w 2% .' ....._,., EXISTING �:-.,..". m _ _..�,w ...__ ._. _ � � EXISTING-� EXISTING GRADE EXISTING AC GRADE GRADE AC WALKWAY EXISTING AC EXISTING EXISTING AC EXISTING AC AC WALKWAY PAVEMENT SECTION AC WALKWAY PAVEMENT SECTION PAVEMENT SEC11ON GRADE AC WALKWAY PAVEMENT SECTION NEW AC PAVEMENT SECTION NEW AC PAVEMENT SECTION AC DIKE (INTERMITTENTLY BROKEN) NEW AC PAVEMENT SECTION SLOPE = 1% MIN, 5% MAX SLOPE = 1% MIN, 5% MAX NEW AC PAVEMENT SECTION AC DIKE SLOPE = 1% MIN, 5% MAX SLOPE = 1% MIN, 5% MAX TYPICAL STREET SECTION F TYPICAL STREETSECTION TYPICALSTREET SECT10N � TYPICAL STREET SECTION -- STA: 18+56.12 TO 19+59.91 -- STA: 19+59.91 TO 24+10.44 STA: 24+62.30 TO 27+23.62 — STA: 27+33.68 TO 30+60.78 — N.T.S. N.T.S. N.T.S. N.T.S. CONSTRUCTION CENTERLINE 12' 11' MIN RIGHT—OF—WAY f VARIES fi' �,.___? 4:1 MAX SLOPE. MAINTAIN POSSITVE DRAINAGE TO X EXISTING GRADE 2% {can w EXISTING GRADE AC WALKWAY EXISTING AC PAVEMENT SECTION AC DIKE (3- EXPOSED AT WALKWAY) NEW AC PAVEMENT SECTION SLOPE = 1% MIN, 5% MAX I TYPICAL' STREET SECTION -- STA: 30+69.48 TO 32+95.46 CL 0 N.T.S. w 0 rn 0 cv 0 I rn cr v 0 0 0 00 o OFESSIO 00 Ky 0 c' tt3 NO. 72034 o rn CG EXP. X r *. 9T CIV 11.. OF CA's-1F 4-1 t c 0 CITY OF ATASCADERO R E V I . S -1 O N S NO. BY DATE DESCRIPTION SAN GABRIEL ROAD ELEMENTARY SCHOOL RECOMMENDED FOR APPROVAL: SAFE ROUTES TO SCHOOL PROJECT =*06,kn on �a� , - TY?ICAL CROSS-SECTlONS SSio ,4 USSELL S. �, DAVID ATHEY, P.E. 59384 EXP. 12 09 ATE j �,` 'TH®IVIPSON CITY OF ATASCADERO, CA o NO.043069 APPROVED: 1050 Southwood Drive N EXP.3„31_10 San Luis Obis,CA 93401 DRAWN BY DATE CA JOB NO. P 805.544.7407 F 805.544.3863 a �T CiVI! y�Q- ARR 2009--•09--02 080648 9r��F C P���© THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF f, CANNON. ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE CHECKED BY SCALE SHEET RUSSELL S. THOMPSON, P.E. 43069 P 03 31 10 DATE OF THE SPECIFIED PROJECT AND SHRU. NOT BE USED OTHERWISE OR PATRICK RIDDELL, P.E. 72034 EXP. 06/30/10 DATE V REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON. _ N.T.S. 3 OF 10 ds� Y rt, I i / D3-1 03- (� m W % - m tecv1 + , 4 } "R BAS BID- MW: J D♦ ,F ADDITIVE ALTERN �•''�., STA 18+29 93 TO � « .� , -.� STA 34+15.93 ,.�� ��;x �� "« x -•.�` «.. f= 1 ' STA 18+ 1 t �. ,.... _.,, .. dwi MONO +.,. ... -.,. ..� 400W +�+.. r�" ,. .,,,.... / awl VALTRANS RIGHT-OF-WAY •,... `"`°° ..- •. �: 5. ...,"., n° ,.�„ ,.., w.r► ,. ", Ia A 7 � r , 19+00 .... m_ t&roo 17+00 ,✓°'� `'"„^.._. "� . � s ,.' ._..a,.. ' aiww .` .rao. ...rsMrr wer+w"n's� in. {,.�,»...1 , r« SAN GABRIEL ROAD El w s' „qC , / I b 0 40 8D 1 INCH =40 FEET C3 > 0 � t S4-3 R2-1 S4-2 R2fi S CA S1-1/W16-9P W t1 r c R26 S CA Elw ""' .— (JI (EXCA) Now Nova El ' t •s,,",... ..,. 4.. ars an.rs r wwr wsw aa+.r wws wstr w}r .«..... a..,e'm^..M,.._.--^ } �. +....r. " :x. �. : wires �. �, -^a'° ,.,a,„,,,„„,..�..*._. .�,....✓, .....M '�"':1 ft *WSW .., JET`^' .,""'.r...ter.......�....,.. ..« - ...r ak �� « ..r ro. 24+00 ,.f` >6'xs' 1 Mr Vw ys'�r wnr Mr�Y...may„4Mr. w+w ���y� P '4 r"'.r..w.r'«r:+r..�•.wrr arir .r ».. ,». .�«w�....w.,.,..�.» 25+00 +� xa oo w, �,,�, 30++00 21 R wow .... __. (' � _._. - .. "i Willi '= &W GABRM RC" M. a w, --------------- 71 :w.,_. ..,,...-._«,.., ewe S4-3 2-1 54--2w. R26 S CA ' — SEE IN-PAVEMENT `' LIGHTING DETAIL BELOW R26 S CA S1-1 W16-9P "s t El ® t S4-3/132-1/$4-2 t ® t t t t a � 0 40 Io irnn ..... 1 INCH 40 FEET ... . `"' Ln 7N ROADSIDE SIGN & PAVEMENT DELINEATION NOTEti 0 1. ALL ROADSIDE SIGN AND PAVEMENT DELINEATION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE MAY 2006 EDITION OF THE CALTRANS STANDARD PLANS, THE MAY 2006 EDITION OF THE CALTRANS 33+ aSTANDARD SPECIFICATIONS, THE SEPTEMBER 2006 EDITION OF THE "CALIFORNIA MANUAL ON UNIFORM TRAFFIC INSTALL LANEUGHT TYPE Al LED MODULE N CONTROL DEVICES" (CA MUTCD) AND THE CONTRACT SPECIAL PROVISIONS. AND APPURTENANCES AT 6' INTERVALS p ON BOTH SIDES OF CROSSWALK PER I 2. THE CONTRACTOR SHALL REMOVE BY GRINDING ALL EXISTING STRIPING AND PAVEMENT MARKINGS WHICH CONFLICT INSTALL POLE-MOUNTED STANDARD POLARA rn MANUFACTURER'S RECOMMENDATIONS. WITH NEW WORK SHOWN ON THE PLANS. GRIND AREAS FOR PAVEMENT MARKING, LEGENDS AND ARROWS SHALL BE BULLDOG PUSH BUTTON AND APPURTENANCES CENTER LIGHTS BETWEEN WHEEL TRACKS. v, RECTANGULAR. ALL GRIND AREAS SHALL BE FOG SEALED. PER MANUFACTURER'S RECOMMENDATIONS. MAINTAIN MINIMUM ADA CLEARANCE. .........- 3. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK SHALL BE FURNISHED AND w.r INSTALL 12' Al POLE WITH SOLAR o INSTALLED BY THE CONTRACTOR. __ ... PANEL AND APPURTENANCES TO POWER .,.. LANELIGHT SYSTEM. ALL CONNECTIONS, 4. THE EXACT LOCATIONS OF ALL NEW ROADSIDE SIGNS AND PAVEMENT DEUNEA11ON AND MARKINGS SHALL BE MARKED ;. . .a WIRING AND ETCETERA TO BE PER 0 IN THE FIELD BY THE CONTRACTOR AND SHALL. BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. T 4 M M „«,�,m '� °� MANUFACTURERS RECOMMENDATIONS. 0 5. ALL PAVEMENT DELINEATION AND MARKINGS WITHIN CITY RIGHT-OF-WAY SHALL BE TWO COATS OF PAINT. ALLFESSEO� o PAVEMENT DELINEATION AND MARKINGS WITHIN CALTRANS RIGHT-OF-WAY SHALL BE THERMOPLASTIC. Awa� �rCK Rrp�ql U �w QQ, F� �`�,► IN--PAVEMENT LIGHTING DETAIL 3 PAVEMENT DELINEATION LEGEND. ROADSIDE SIGN LEGEND. SCALE: 1"�20' a No. 22034 x EXP.�0 3a tc� © INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLANS A20A, EXISTING ROADSIDE SIGN TO REMAIN A20B, A20C AND A200. NUMBERS IN O INDICATE DETAIL NUMBER 'qCNV il_ ON STANDARD PLAN. ® INSTALL NEW SIGN of CA�»�Fa c � * REMOVE EXISTING SIGN N�J INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. [ - EXISTING FLASHING YELLOW BEACON TO REMAIN CITY OF ATASCADERO R E V I S 1 O N S C" REMOVE EXISTING PAVEMENT MARKINGS AND TRAFFIC STRIPING IN - - INDICATES EXISTING SIGN SAN GABRIEL ROAD ELEMENTARY SCHOOL CONFLICT WITH NEW CONSTRUCTION. RECOMMENDED FOR APPROVAL: , ' NO. BY DATE DESCRIPTION ROUTES TO SCHOOL PROJECT p --�-- INDICATES NEW SIGN S H T`R INSTALL WHITE "SLOW" PAVEMENT WORD MARKING AS SHOWN. .-. CSIGNAGE AND STRIPING PLAN ,a INSTALL WHITE SCHOOL PAVEMENT WORD MARKING AS SHOWN. �Q 4(�, o " " `� RUSSEI/A/'0'1 LL.S. G, D ATHEY, P.E. 59384 EXP. 12 '31/0 DATE 00 o INSTALL WHITE XING PAVEMENT WORD MARKING AS SHOWN. THOI1lIPSC}N CITY OF ATASCADERO, CA 11-11 c NO 043069 APPROVED: 1050 Southwood Drive Exp`3-31-10 DRAWN BY DATE CA JOB NO. Sen Luis Obispo,CA 93401 X, CIVIL ��' P$°5 '74°7 $° ARR 2009-09-02 080648 -! a ° ��� OF CN�\F � r..®, aa» THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE CHECKED BY SCALE SHEET RUSSELL S. THOMPSON, P.E. 4 EXP. 03/31/10 DATE OF THE SPEGIFlED PROJECT AND SHALL NOT BE USED OTHERWISE PATRICK RIDDELL, P.E. 72034 EXP. 06 30 0 DATE ' I; REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSI NV OF CANNON. ` 1 = 40 4 OF 10 t c r �O --� - APN 054--151-039 APN 054-151--033 h APN 054-151-037 t APN 054-151-038 CALTRANS � �� APN 054-151-040 _.,.. >- �_9 .,.� l 1 -OF-WAIF z.d _ _ ... >- c� <t o < ` '913 �: z �. z W a 1 rAr a '"RO I �.tit-11". '+.".^ pF M/4i. .„.«... 1 }�'4 �U 4 -r< V/ _ r W<0 _h LIMITS OF GR __._.� ,; x o ac w n x m oa-}" wUa woo OH �. 4 <t 938.9 FSt tj 938.9 F� w n FLS •;; ry 920- 17 4 ! < '` cV) �� 36 •' .� W 17 m oc 94 - 10 �, " 6 FS � 7 X O �N��j' , ..•� , _. m_"..__� _�,., __. x ;, f y 938.5 FSf . __ , 17 k, { ,. ^- ................„ i ., . ^" "`"�•. P � _ � t �d. .�.�:� a� �.��.� APPROXIMATE Q,� � 939.0 FSf �B 4" ,« 7 1�.0 FS 927.2 FSt � i BEGIN _ 12 � ... w^ _ :€ I LIMITS OF GRADING , T 15+8.5;80 41 " S STA _ . ..-- r 'r,. ..�-. '�' hw, "a1, ` � x..,., ,,.,�, f G�.' 3 d d w = "�" -„`"'".«^^^a. .r'"""✓'..+^ rr.r^" �,., a' . -� -�� �.: ._ . � :� -m. � .. APPROXIMATE ...., .«.�......�_ » ' *+J7 �, , . : ^ �,�.. « ..�» ..u. �.�.. "�,...�. " � � ,� �..� „ BEGIN.m' �C d _....17 " _..,.�,� ,�� ;... � � 92.8.1 T � �, ,-� � .^ _� ^ �., ; y qw b LIMITS 0 GRADING 927.6 �, 23 APPROXIMATE t r STA X15+ 7.7 �. 2 35 x �.. �. „ , , LLi LIMITS OF GRADING "(904.90 � �« PC STA 10+ .71 �� � ,.. `"'�. �., cv k a i ,. - _.e 34.90 TWt 34 m .. 2 19.41 F TC " �, w » � k�.._»_._� . ,� .,. _ . -�,... ..� "_. " � ., �. .. , • � c .,..-. .m..� � .. --.: � v � ,. � 9 3.0 2 m � . FSf (f , _..o„ .... - " �r� 2 1 w. _.. , 8 T ^ � a ....,...... .�-...,..,,. '^.-.. a �..- ,.. .e� ,r w� t �... 18 5 FS -.. ,.7_7 . '�-.. l �., 8 = _m.».w_ .- M A. 23 .�.- - . y10Fill M ..- �. a �. 2 .... �p 41 a e .,` _j ZA « t rv" .. " M_ w =151-572 w.."wj �►...My. ..,n »,+ ^+>. .*•.r..n«. „a..w .rw.• xw• wm.r+a.,,•w'.r .,u..' .✓' �• sy !51 .A.. �Q 4 ..� 904.7 INV INTC � ,_. . 1 p„.., 1 .,.....- M 904.5 INV OUT � - _.� ��"" ( »___. 7 � �_ • 14+Oa _1.1 ..._,_ _,. � �. 935.64 RIM ��, �.�,�,....�.,� � � �",�„�. GTI-,4 CURB _ _ .. - _ -- _ _N. Z _ �,�»��._.".-w...W_ . _ �". � � _.... , „_ a .�� ..,,� -� .� ,_:..... �. �-' ..�..�.N.,... END 4 CURB _ _ , 916.50 FL1._. _ ,»__ .. ; - .M.._. _ w_. 5fA 11+40.651 916.50 FL �} -~--�--,' +_ „»., I _. ., I 23113 ft" L9 04" 92?.$ IN IN __ _ :�a "» .:.:: STA 16+06.01 M R..__._ CONSTRUCTION EXIS ... ,END 4 CUt ��\(927. 4--1N I3�T ��, _� . 37.72 T CEN NE .»_ ,; LI BEG +i 4 CURB ,., NS _.C�TE2LINE.."_r._,_..,_ EN CURB '� T�A,.».1.4+42=3 _. - ,,;.::::.... "?"...e. N 4 _.� - END CURB fq �_ .r.. __ _ :... .!..r. --..,......_-...�...,,...,.T.......> ,, IP"Ks��xu EG MURBq « Ef fir----91 - ND 4'�` RB .. __ _ w _ .: --- --.. ......a. _. T 13+ �4�. _._._._ _.. �... ..., 0M1 "" ,M 5 _.». �j ... .... _ F _....mn_..»....__. ._ _.. �_ . � ,. .....� �.w�.m..�-�,.��,�., �. � ,�.. � ----. .,��...r... " � STS- �-+T1�52_...._. ��� w _^� �"�-�- STA 15+51.78 C ..-..- S _»,... �,,..�_.M._.�.N__�.., ,�' � S'TA �2+80:35 _« •92. _. TA 11+56• _.__... _ w.A ry » _ x CV ------------ �u `1 �1 tl� „». ,e� _..,» ;.,.,,�._ �► ` � c s gpers'a " ate^ , �.,., ,... .,..«,.. •,,, •4,,. ....,.-__. `" � "°r'�• ..�.� ,..r.... ..,. .:<_,_ .. ,.;,� ...,.. .,,d.... _..._._.__,....,.s..._ "i ......,----- 000" . rrw t p' .rwt� .rwa�__...-.r��rr n niy�rrr rrr� orrr �r S�e 40 @p Ydol 3 APN 054-241-025 RIGHT-OF--W ,. 0 2D 40 APN 054-231-018 SNN" V ROAD '� PLAN VIE � ry APN � .` -M r ^._ 054-231-022 e 1 INCH -20 FEET -_1 ' SCALE HORIZ 1"=20' P STA = 15+36.37 _ Vill 2 937.84 ii II VI STA 14+87..2 0.00 VC Vt ELEV ;_ 935.85 30.00 VC 945 . _ _. ____ --- 945 M h �p OD i` �,� o 1 _ _ 0 I L L I I I I I I I I W OD N _ "' > W L I I I _ Ill W + 94.0 ___�_ __. _� __ _ ____ ± > .-_ _. � � �__ 940 Uil LJ d o6 _ � 0.30% 935 .___ ._____ _.._,_.... .,�._...,� ,_... 935 h % 8 .►�'''� 0 C4 16+00 co _ PVI STA 12+ 3.66 #{" 930 PVI ELEV 9 9.42 OD 6' P ELEV =-827.1 st_ 3t PVI A'`= 10+81.27 20.00' VC N �.-- 940 10' VC = .4. PVI LEV 918.fi5 LOW POINT V 917,00 m 11.5 PVI El - 822.66 ,N4. 20.00' VC LOW POINT ST = 11+67.36 PVI STA 12+01.18 ! , , o I V! STA 11+43,94 r. r� 0 VC i 3.21 N h _ PVI STA 11+74 PVI ELEV - 917.31 ,d _ . . ((.04 ;. {{ PVI` ELEV - 917.0 PVL ELEV 916.98 20 VC ,�, -�''� a M 04 I°' I (0 ODU SIDE � cq h 20.00 V 24.00 VC ~ �A1� w WALK �' c"�7v rW� i N _ W h; J to + N •",N �,.�'' • CN4Cl U W 925 h N o �s�_._ _ c+v °' w:�r 930 5 N � . .. EXIST. N + � t- rn �_ �d- CO � + ori OD v rn / _ Z " v ! pp DRIVE S.OX ii o h _ cx ao; cv �, 4 ROLLED > i 1 -- I PROPOSED TOP OF LEFT " CURB ii CURB I 1 '4 a tw, °' pili' n p o °' � w 1 m _ I m , _ �„ 0)r N o cn 19.' EXISTING CONCRETE m + iri cw� +�, + ±� +rn �-• .. > m (4 DRIVEWAY CURBS NO SHOWN) U �:. SLAB AT ARAGE �'- co o v > I I o ,, rn t-rn ©' .- .. w .-- m d ,� � �• 4OX EW DRIVE > w '� .•w o. . "1• DOOR TO REMAIN tnw .>> w / EXISTING GRAD AT r;- E•- >m > >> d > >m 0 10 20 30 40 50 © CL M a o m. W mm -� �'ar� �, - CONSTRUCTION CENTERLINE 920 .42X "J 6 DRIVEWAY PROFILE -- STA 12+ 84,40. 4• SCALE HORIZ i =10'; VERT. 1"=10' --- I PROPO ED TOP OF LEFT 6" CURB ! GABRIEL ROAD- zI. -PROFILE S N N II (4 DRIVEWAY CURBS AND RAISED f f ® 1 SIDEWA UNDERDRAIN CURBS ( SCALE HORIZ "-20' VERT 1"=4, E NOT 5 WN) o P ELEV ='927.2 c1 11+00 12+00 13+00 14+00 15+00 10 VC 940 /�"� NOM 45 CONTRACTOR SHALL PROTECT EXISTING TRAFFIC DETECTOR LOOP _ 129$ © 14 MODIFY SAN LUIS OBISPO COUNTY STANDARD DETAIL C-3 til CONSTRUCT SIDEWALK UNDERDRAIN PER CITY OF ATASCADERO 38 CONSTRUCT SMOOTH TRANSITION FROM BACK OF WALK TO EXISTING � rn 0/N � N " " " ,� PVI ELEV '923.91 GRAVEL DRIVEWAY. SHEET 9 TO CONSTRUCT 3 HIGH AC DIKE TYPE E AT DRIVEWAY. STANDARD DETAILS 509, 418 AND 419 ON SHEET 9. MODIFY DETAIL CABLES IN PLACE. IF DETECTOR LOOPS ARE DAMAGED DURING ¢ � 0' VC � �+n r: or NOSE DOWN 6" AC DIKE TO MEET TOP OF 3" AC DIKE AT EACH TO DRAIN 5% AWAY FROM STREET GUTTER TO OUTLET AT BACK OF CONSTRUCTION, CONTRACTOR SHALL REPAIR AND/OR REPLACE PER (6 .� END OF DRIVEWAY. WALK. CURB TRANSITION LENGTHS PER DIMENSIONS SHOWN ON 39 CONSTRUCT 4.5 WIDE, 11 LONG RIP-RAP PAD. SEE DETAIL 4 ON CALTRANS SPECIFICATIONS TO THE SATISFACTION OF CALTRANS AND r. �° rn Q1 SAWCUT AC 2 TYPICAL FROM EDGE OF PROPOSED IMPROVEMENTS PLAN. SEE DETAIL 5 ON SHEET 9 FOR TYPICAL ROLL CURB SHEET 9. THE CITY. TYPE 2 ASPHALT SEALANT SHALL BE USED FOR w SIDE ,� w a AND 1' MINIMUM FROM EXISTING EDGE OF ASPHALT OR TO 15 " TRANSITION. LABEL UNDERDRAIN WITH PERMANENT MEANS SAYING REPAIRED OR REPLACED LOOPS AND LOOPS SHALL BE REPLACED m WALK � ;0 v NOSE DOWN 6 AC DIKE, TYPICAL. COMPETENT ASPHALT SECTION, TO LIMITS SHAWN. "CITY OF ATASCADERO". O REMOVE EXISTING UTILITY POLE, CONTRACTOR TO COORDINATE WITH TO THE NEAREST SIGNAL JUNCTION BOX. CONTRACTOR WILL BE 93,0 '� 5' > W cL UTILITY POLE OWNER PRIOR TO REMOVAL AND CONFIRM ANY AND ALL REPLACEMENT OF " SLED EXIST. Uj 00 2 CONSTRUCT 6" AC DIKE PER CITY OF ATASCADERO STANDARD 16 SAWCUT EXISTING AC DIKE. 28 EXISTING PEDESTRIAN PAD DETECTABLE WARNING SURFACE TO ABANDONMENT. RESPONSIBLE TECTOR LOOFOR CABLES AND REPAIRAAND 0R OP PLACEMENT SHALL d 4 RQ m DRI. 5.0 (0 DETAIL 418 ON SHEET 9, TO LIMITS SHOWN. WHERE ADDITIONAL 17 SAWCUT DRIVEWAY AT LOCATION SHOWN. TRANSITION NEW ASPHALT REMAIN. PROTECT IN PLACE. " " BE AT THE CONTRACTORS SOLE EXPENSE./ CURB GRADING IS NECESSARY BEHIND DIKE BACKFILL WITH NATIVE _ a©p DRIVEWAY FROM BACK OF PROPOSED WALKWAY TO SAWCUT UNE 41 TRANSITION TO 6 CURB OVER 10 FROM END OF 4 ROLLED CURB o"''� --' 14.6X EXISTING ONCRETE o MATERIAL. SEE TYPICAL CROSS-SECTIONS, SHEET 2. AND CONFORM TO EXISTING. 29 INSTALL 12""'HDPE STORM DRAIN PIPE AT 1X MIN SLOPE WITH PER DETAIL 5 ON SHEET 9. WALKWAY TO REMAIN FLUSH WITH TOP � CONSTRUCT TYPE "A" CONCRETE CURB AND GUTTER PER CITY OF '�'F' �� � � 4.OX � � SLAB AT ARAGE W FLARED END SECTIONS PER CALTRANS STANDARD PLAN D94A. OF CURB. ATASCADERO STANDARD DETAIL 418 ON SHEET 9, TO LIMITS SHOWN. kid �L��'K R/(� EW DRIVE CONSTRUCT 2 MINIMUM WIDTH AC ROADWAY SECTION PER DETAIL i 18 RAMP DOWN ASPHALT 2" MAXIMUM OVER 2'. TRANSITION FLOWUNE ELEVATIONS PER PLAN. CONTRACTOR SHALL VERIFY THAT CROSS-SLOPE OF ROADWAY FROM l4� 'Q►'� �F� �'Z► DOOR TO EMAIN o, ON SHEET 9, TO LIMITS SHOWN. FROM FACE OF AC DIKE TO BOTTOM OF RAMP LOCATION SHOWN. 42 CONSTRUCT ON STR aWIV C ROADWAY SECTION PER DETAIL 1 ON SHEET 9, TO SAWCUT LINE TO LIP OF GUTTER IS BETWEEN 1X-5X PRIOR TO Q 0 10 20 30 40 50 30 TRANSITION CURB HEIGHT FROM 0" TO 6" PER ELEVATIONS SHOWN POURING CONCRETE. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER ?• 3 4 CURB LOCATION TO MATCH EXISTING REMOVED CURB LOCATION. NO. 720 m I v � 19 MAINTAIN 4 MINIMUM WALKWAY CLEARANCE FROM OBSTRUCTION. ON PLAN. AC WALKWAY TO REMAIN FLUSH WITH TOP OF CURB. 43 AC SHALL RAMP UP AT 5X MAX SLOPE TO 969.49 TO ACHIEVE 3" IF A DISCREPANCY ARISES AND SHALL NOT POUR ANY CONCRETE to m DRIVEWAY PROF LE --- S f A 13+ VV. VV O UNTIL RESOLVED. oG40 J,� {� �r CONTRACTOR TO COORDINATE RELOCATION OF EXISTING GUY WIRE 20 CONSTRUCT TYPE "C" CURB PER CITY OF ATASCADERO STANDARD 3i RELOCATE EXISTING MAILBOX UNDER THE DIRECTION OF THE CITY OF HEIGHT ABOVE 969.24 FLOWLINE ELEVATION AND MAINTAIN 10--YEAR EXP. Q WITH THE CITY OF ATASCADERO AND PG&E PRIOR TO START OF ATASCADERO. STORM EVENT IN ROADWAY. '* '* SCALE HORIZ. 1"=10'; VERT. 1"=10' CONSTRUCTION. DETAIL 418 ON SHEET 9, TYPICAL. • " 32 REMOVE EXISTING CULVERT. O CONTRACTOR TO POTHOLE AND LOCATE EXISTING GAS LINE AND -q�, CIV 1'1- .« CONSTRUCT CONCRETE WALKWAY SECTION PER CITY OF 21 CONSTRUCT 20 LONG 6 AC DIKES WITH 2 LONG GAPS TO ALLOW NOTIFY DESIGN ENGINEER IF CONFLICT EXISTS WITH NEW 0 ATASCADERO STANDARD DETAIL 419 ON SHEET 9, TYPICAL. DRAINAGE TO PASS PER CITY OF ATASCADERO STANDARD DETAIL 33 SAWCUT AC AT CONSTRUCTION CENTERUNE. EXISTING CROWN CONSTRUCTION. C'A 0 418 ON SHEET 9, TYPICAL. LOCATION TO REMAIN. 2X TYPICAL SLOPE FROM EXISTING CROWN TO Iiiii V y CONSTRUCT 4" ROLLED CURB PER DETAIL 4 ON SHEET 9, TO LIMITS 22 CONSTRUCT AC WALKWAY SECTION PER DETAIL 2 ON SHEET 9, CONSTRUCTION CENTERUNE. CITY OF ATASCADERO R E V I S 1 0 N S a, SHOWN. TYPICAL. WHERE ADJACENT TO SOLID AC DIKE, CONSTRUCT NO. BY DATE DESCRIPTION SAN GABRIEL ROAD ELEMENTARY SCHOOL ADJUST EXISTING UTILITY STRUCTURE TO NEW FINISHED GRADE. WALKWAY 3" BELOW TOP OF AC DIKE, TYPICAL. 34 GRADE EXISTING SUMP TO DRAIN TO NEW CULVERT PIPE INLET. RECOMMENDED FOR APPROVAL: SAFE ROUTES TO SCHOOL PRCJJE�.r�'1' >_ CONSTRUCT (2) EVENLY SPACED 1/2-0 18" LONG DOWEL 23 EXISTING OAK TREE TO REMAIN. INSTALL TREE PROTECTION FENCING 35 CONSTRUCT NEW AC DRIVEWAY SECTION PER DETAIL 3 ON SHEET 9. to CONNECTIONS FROM NEW GUTTER TO EXISTING GUTTER. AND PROTECT IN PLACE. CUT STORM IMPROVEMENT PLAN 0000 " 36 DRAIN EXISTING JUNC11ON BOX.DCHRISTY PRODUCTO#U32 WITH 6HX 20"TRAFFIC tet- i 0 RELOCATE EXISTING FENCE OR REPLACE IN KIND TO RIGHT-OF-WAY. 4 CONSTRUCT 18 HDPE STORM DRAIN PIPE, MATCH OUTLET STA 10+00 TO 16+50 to ELEVATION AND LOCATION TO EXISTING REMOVED PIPE OUTLET RATED GRATE OR APPROVED EQUAL. RE-CONNECT EXISTING SOUTH A P TE o STORM DRAIN INLET PIPE TO NEW JUNCTION BOX. NEW OUTLET PIPE D THEY, P.E. 59384 EXP. a ii CONSTRUCT CURB RAMP "CASE C" PER CALTRANS STANDARD PLAN ELEVATION AND LOCATION. INVERT AT CATCHBASIN TO MATCH EXISTING INLET PIPE INVERT QESSIO%��lF CITY OF ATASCADERO, C�1 A88A ON SHEET 9. ELEVATION. INSTALL GRATE 6 BELOW TOP OF AC DIKE AT APPROVED: �� 'L Y © 25 CONSTRUCT 24" MAXIMUM HEIGHT LANDSCAPE WALL WITH FLOWUNE. SLOPE GRATE TO MATCH EXISTING ROAD CROSS-SLOPE �` RUSSELL S. ____._ 1050 Southwood Drive 0 i 2 CONSTRUCT AC WALKWAY SECTION PER'DETAIL DETAIL 2 ON SHEET 9, SLUMPSTONE BLOCK OR APPROVED EQUAL. 7Xt • � THC7iVl(�50N rn San Luis Obispo,CA 93401 DRAWN BY DATE CA JOB NO. C14 TYPICAL. ( ) � P 805.544.7407 F 805.544".3863 26 TRANSITION WIDTH OF TRAVELED WAY FROM 11 AT STA 17+32.91 NO.043069 ARR 2009•-09--02 080648 37 ADJUST EXISTING SEWER MANHOLE RIM TQ FINISHED GRADE. IF Exp. 1,- 0 13 SAWCUT EXISTING SIDEWALK. TO 12' AT 19+59.91 MANHOLE IS CONSTRUCTED WITH ECCENTRIC CONE, ROTATE CONE THESE . A ALL ARE INSTRUMENTS TI NEON T AND ARE THE PROPERTY 0� CANNON. ALL DESIGNS AND INFORMATION ON THESE DRAiMNGS ARE FOR USE CHECKED BY SCALE SHEET AWAY FROM FLOWUNE. RUSSELL S. 1HOMPSON, P.E. 4306 _XP. 03/ CIVIL REPRODUCEDEWITHOUTRTHECEXPRES SHALLrNTTEN PERMISSION OF CANNON. PATRICK RlDDELL, P.E. 72034 EXP. 06/30/10 DATE '�" � 20' 5 OF 10 BASE BID: ADDITIVE ALTERNATE A: STA 18+29.93 TO I APN 054-15'1--033 STA 10+49.71 To � STA 34�#-15.93 STA 18+29.93 I APN 054-151-034 T < d f j APN 054-151--058 f APN 054-151-057 �� , w�� x z�Qrva� cna938.7 FSt BEGIN 4" CURB x` r 11 93 t3_j.� d 23 1? ° I T ""„ 941.1 FSf ca 937.8 FSf 1 •� J _ e� '` t ._ '„ •fix ,, �xty LJ 10 .» �... 5 W 17 1 9 1 FSf x W c�9°c 8 X a ...M... .. .,.: M, : a Y ' •.,._..,.. -M "M.,„m,- E i # ® ------------- --. .._-. ... ._..... s t, � ..,,,..,r",-. ,s,..,,' P 1 � ',.•"' �''� �'w'��.. ,.:r'� p �� "� ....,»,.,, .r"" ��i T ".' OH , [Ld 10 gF� � ^e atlw» �® 1FY.� �pIkIXMMR/I�Y ".���wpP ��~ Oar w� 4.�� .. g an.., P^✓ 3 yh a�Ii d".1 „ w Yom' ^ 5 4,W 4 k a. uw """ " 940 3 a.a, « n Lij n+.• _LCI .,.,....._ ,..._...,,.,,-w.w,,. ..w. .wn�www e tri ss r e. -..,......, ,,,, ..,,,.,.. r.. _ y .,ww.w..•..-.•2* TYP \/ 1 ...,... . •. 46 5 __� 3 +00 ___.___ __ ti _..w.____ ____,_.,_..,,� __. _-___..__ ...�..m.-___ �� � 1 _ __w�u. _.®__� ::�:_.__w. .,.n._....___.�__. �� ____�„,� ._W._, _ .. a � _557�'I13�03'�_ _ .,, ... 7 18+00 ._ <LLJ -�. 20 940.06 FS 2fi� obi _, ..,. „ .w m _ _. ,. -- ..� �.,_ 3 19+00 17 �� 4 " y _. ...,..,,,,, �t 25 TC �`' L 227.00 '°` _ _ _a ,.,_ _„ . $3, BEGIN 4" URB 4 CURB ;'Y„�, __�__ _�___ ---- -- ----- _-�' f EXISTING CENTERLINE a ��3;24 W ... �� +�4:"23 � .._.,., _ .,.v__ a sTA90 'I + A. 4 s P.r...__..._...__. ., 0�UCTION STRIPE It a "t ..�fi� /syr' ,s% tet • „f .............. SW GABIM A PDA D ------------ 13 ...._ _.w. a. v n, A , � ! „.• S ......................_..,.......� ._....._._ __.._...,__ SAY ....-„ ,»,__.,f, v __»..«.»M .e.,.. rMn1NE� rn , F ' FF � y,� T rM1 ...d w, ,,.........._,--....«......,,..,.,,.„.»..A, P- »,a !l° r ...„l .._ ,..,..,...^,...,,-....,....,,....�..,,_.,,_..-.,„...„.,„_. .>..._.... .,.,,......«».,...,....».,.,. .,..,.,« m~ ."' ....T _.®_.>.»-. 4 d .^w°' X +"a $ J 4 M __..,,,„-�'•,..>.»..«,..,.... � _ " ` '}. Y p y.,.w.. ,-.� .,...._.,>-._.... .».»....�.--,- i vw , Oar 8 + s , iw�w ..,,..�I # ° nm ,,, ••-.._...,,,.,.......w.._ c h .'.a„ •� ......,.._.. CL ......................»,_.,...._...,M.....___. .�^'" § � . ^ ....w»-_,..»..... d}' t,.��t� ��. � �a,�.��. ;tq ..,,,, b ..«.,- ,.,.. � w i,« ,.,�., wR - _,ti t' { „�.�,.«._ ",,,«r�_.I x _.»>... q�w. _...m. ....w.._.... wuP ..,..^ JY� aww' tfl� f! +lrrw -s d 4.uJ f 7 _ � .. _ _,...,._ ... .'�:'.-'/y�,�,4{n�-r ;+, ..... „ ...,F � '_.'+r`C"^� .....,....__., ....,..,.,,,...,9.,..,.__.. ._._.„_,...-.................. . ... ,.,,.._w..,-„_;. ..,...,,...,_ _.....:..«...,_.,,......««,.,...,...,,,.._,. ... �. Ila� ---..�.". �y r * .. .... ...�.._.,- ,77 ,.: ' �r www 4 UR ,,... _..__ ,. fi t t END CURB STA 16+94.15 a - ..__ __ „r ^ Orr �.. Oa. ./.7. �..238.31 74ggar ._.. , . --a• t'"rrr. Orlar �i Ow.► .r.a. ti d 41 Oar w ffig7.uu� 4 3, F CR Off_ f E. Oar �aaw tl� �x m.__....,_ jm.„. fir',. ',,._.'._,.,✓�.^ APN 054-241-025 r , APN 054-241-037 0100 d :. APN 054--241--027 . ..__._.._>$ r 0 20 40 SAN GABRIEL ROAD - PLAN VIEW, 1 INCH =20 FEET SCALE HORIZ 1"=20' 955 955 -. I IGH POINT ELEV �- 940.55 _ GH POINT STA = 17+97.68 PVI STA 17+9 .70 T LOW POIN ELEV 938.99 PVI ST1+78.97 PVI ELEV = 940,59 OW POINT STA = 0+49.361 PVI E V 940.00 950 Vfi TA TT -28:fl8'-VC --No - �- '-VE 950 PVI ELEV 938.61 4.02' } PVI ELEV . 93 .93 _ 30.00' VC I 1 40.00 VC to 1` o 13.45' ani to _Z nto Q _ -- M d- to CI 'I r- 0) 6 co � C4 � N J � � j � � 945 0 '�` er _ °° --- --- N © ± �,-- ---� �_ -- � 945 ao � N a3 Ca .- Z t� oa 4y .-• W > U _ J n pC1 W m .. w © tl? �t ��- cU �C4 co M .. W N > to _ cV V) _ _ tt7 C4 m W PI ~ � OD N �+ �+ tr) Z >� to! .---- d tIT d i< d d h N �. .. d' !- ....-- _ +, cnrnco 2.17 940 00 im _ ____ 940 _*-- cn rn w 0.703 EXISTING GR E AT _ PROPO ED TOP OF LEFT 6 CURB I PROPOSED GRADE CONSTRUCTIO CENTERLINE (4 DR VEWAY CURBS NOT SHOWN) AT LEFT P 935 ___ ___ __._ r ____ 935 { SAN GROAD -- PROFILE VIEW E SCALE H3RIZ 1"=20' VERT 1 =4' I _ 17+00 18+00 19+00 20+00 21+00 22+00 CONMUC CSN N(M SAWCUT AC 2' TYPICAL FROM EDGE OF PROPOSED IMPROVEMENTS 19 MAINTAIN 4' MINIMUM WALKWAY CLEARANCE FROM OBSTRUCTION. 35 CONSTRUCT NEW AC DRIVEWAY SECTION PER DETAIL 3 ON SHEET 9. 43 AC SHALL RAMP UP AT 5% MAX SLOPE TO 969.49 TO ACHIEVE 3" 00 AND 1' MINIMUM FROM EXISTING EDGE OF ASPHALT OR TO HEIGHT ABOVE 969.24 FLOWLINE ELEVATION AND MAINTAIN 10-YEAR ,; COMPETENT ASPHALT SECTION, 70 LIMITS SHOWN. 20 CONSTRUCT TYPE "C" CURB PER CITY OF ATASCADERO STANDARD 3fi CUT EXISTING STORM DRAIN PIPE AND CONSTRUCT 36"X24" STORM STORM EVENT IN ROADWAY. 04 DETAIL 418 ON SHEET 9, TYPICAL. DRAIN JUNCTION BOX. CHRISTY PRODUCT #U32 WITH H-20 TRAFFIC '�" RATED GRATE OR APPROVED EQUAL. RE--CONNECT EXISTING SOUTH T CONTRACTOR TO POTHOLE AND LOCATE EXISTING GAS LINE AND c:,� O2 CONSTRUCT 6" AC DIKE PER CITY OF ATASCADERO STANDARD " STORM DRAIN INLET PIPE TO NEW JUNC11ON BOX. NEW OUTLET PIPE NOTIFY DESIGN ENGINEER IF CONFLICT EXISTS WITH NEW 0 DETAIL 418 ON SHEET 9, TO LIMITS SHOWN. WHERE ADDITIONAL 21 CONSTRUCT 20 LONG 6 AC DIKES WITH 2 LONG GAPS TO ALLOW INVERT AT CATCHBASIN TO MATCH EXISTING INLET PIPE INVERT CONSTRUCTION. GRADING IS NECESSARY BEHIND DIKE, BACKFILL WITH NATIVE DRAINAGE TO PASS PER CITY OF ATASCADERO STANDARD DETAIL 0) MATERIAL. SEE TYPICAL CROSS--SECTIONS, SHEET 2, 418 ON SHEET 9, TYPICAL. ELEVATION. INSTALL GRATE 6" BELOW TOP OF AC DIKE AT Q FLOWLINE. SLOPE GRATE TO MATCH EXISTING ROAD CROSS--SLOPE 45 CONTRACTOR SHALL PROTECT EXISTING TRAFFIC DETECTOR LOOP I CABLES IN PLACE. IF DETECTOR LOOPS ARE DAMAGED DURING CONSTRUCT 2' MINIMUM WIDTH AC ROADWAY SECTION PER DETAIL 1 22 CONSTRUCT AG WALKWAY SECTION PER DETAIL 2 ON SHEET 9,,r:, (7 ). I ON SHEET 9, TO LIMITS SHOWN. TYPICAL. WHERE ADJACENT TO SOLID AC DIKE, CONSTRUCT CONSTRUCTION, CONTRACTOR SHALL REPAIR AND/OR REPLACE PER 0) WALKWAY 3 BELOW TOP OF AC DIKE, TYPICAL. 37 ADJUST EXISTING SEWER MANHOLE RIM TO FINISHED GRADE. IF CALTRANS SPECIFICATIONS TO THE SATISFACTION OF CALTRANS AND O CURB LOCATION TO MATCH EXISTING REMOVED CURB LOCATION. MANHOLE IS CONSTRUCTED WITH ECCENTRIC CONE, ROTATE CONE THE CITY. TYPE 2 ASPHALT SEALANT SHALL BE USED FOR rn 23 EXISTING OAK TREE TO REMAIN, INSTALL TREE PROTECTION FENCING AWAY FROM FLOWLINE. REPAIRED OR REPLACED LOOPS AND LOOPS SHALL BE REPLACED CONTRACTOR TO COORDINATE RELOCATION OF EXISTING GUY WIRE AND PROTECT IN PLACE. TO THE NEAREST SIGNAL JUNCTION BOX. CONTRACTOR WILL BE cv WITH THE CITY OF ATASCADERO AND PG&E PRIOR TO START OF 3g CONSTRUCT SMOOTH TRANSITION FROM BACK OF WALK TO EXISTING RESPONSIBLE FOR ANY AND ALL REPAIR AND/OR REPLACEMENT OF a CONSTRUCTION. 24 CONSTRUCT 18" HDPE STORM DRAIN PIPE. MATCH OUTLET GRAVEL DRIVEWAY. DETECTOR LOOP CABLES AND REPAIR AND/OR REPLACEMENT SHALL 0 ELEVATION AND LOCATION TO EXISTING REMOVED PIPE OUTLET BE AT THE CONTRACTORS SOLE EXPENSE. O CONSTRUCT CONCRETE WALKWAY SECTION PER CITY OF ELEVATION AND LOCATION. 3g CONSTRUCT 4.5' WIDE, 11' LONG RIP--RAP PAD. SEE DETAIL 4 ON p° ATASCADERO STANDARD DETAIL 419 ON SHEET 9, TYPICAL. SHEET 9. 46 CONSTRUCT TYPE "A" CONCRETE CURB AND GUTTER PER CITY OF � 25 CONSTRUCT 24" MAXIMUM HEIGHT LANDSCAPE WALL WITH ATASCADERO STANDARD DETAIL 418 ON SHEET 9, TO LIMITS SHOWN. , OFESSIQ 00 � CONSTRUCT 4" ROLLED CURB PER DETAIL 4 ON SHEET 9, TO LIMITS SLUMPSTONE BLOCK OR APPROVED EQUAL. � REMOVE EXISTING UTILITY POLE. CONTRACTOR TO COORDINATE WITH CONTRACTOR SHALL VERIFY THAT CROSS-SLOPE OF ROADWAY FROM `'? N w SHOWN. UTILITY POLE OWNER PRIOR TO REMOVAL AND CONFIRM SAWCUT LINE TO LIP OF GUTTER IS BETWEEN 1X-5X PRIOR TO � GK ��D�j� 26 TRANSITION WIDTH OF TRAVELED WAY FROM 11' AT STA 17+32.91 ABANDONMENT. POURING CONCRETE. CONTRACTOR SHALL N011FY DESIGN ENGINEER ADJUST EXISTING UTILITY STRUCTURE TO NEW FINISHED GRADE. IF A DISCREPANCY ARISES AND SHALL NOT POUR ANY CONCRETE en TO 12 AT 19+59.91 " " � rn 41 TRANSITION TO 6 CURB OVER 14 FROM END OF 4 ROLLED CURB UNTIL RESOLVED. Z NO. 72034 m CONSTRUCT (2) EVENLY SPACED 1/2-0 18" LONG DOWEL 27 CONSTRUCT SIDEWALK UNDERDRAIN PER CITY OF ATASCADE4 PER DETAIL 5 ON SHEET 9. WALKWAY TO REMAIN FLUSH WITH TOP wc�G CONNECTIONS FROM NEW GUTTER TO EXISTING GUTTER. STANDARD DETAILS 509, 418 AND 419 ON SHEET 9. MODIFY' DETAIL OF CURB. EXP. a TO DRAIN 5X AWAY FROM STREET GUTTER TO OUTLET AT BACK,,6F" CONSTRUCT AC ROADWAY SECTION PER DETAIL 1 ON SHEET 9, TO * � 0 10 RELOCATE EXISTING FENCE OR REPLACE IN KIND TO RIGHT-OF-WAY. WALK. CURB TRANSITION LENGTHS PER DIMENSIONS SHOWN ON q� LIMITS SHOWN. �j• ��" PLAN. SEE DETAIL 5 ON SHEET 9 FOR TYPICAL ROLL CURB CIV1%- 0 1W. 0 1CONSTRUCT CURB RAMP "CASE C" PER ALTRANS STANDARD PLAN TRANSITION. LABEL UNDERDRAIN WITH PERMANENT MEANS SAYING �r 4F CAi-�F� A88A ON SHEET 9. CITY OF ATASCADERO*. c 0 12 CONSTRUCT AC WALKWAY SECTION PER DETAIL 2 ON SHEET 9, 28 EXISTING PEDESTRIAN PAD DETECTABLE WARNING SURFACE TO TYPICAL. REMAIN. PROTECT IN PLACE. CITY O F' A TA S C A D E R C R E V I S 1 O N S an 13 SAWCUT EXISTING SIDEWALK. 29 INSTALL 12" HDPE STORM DRAIN PIPE AT 1% MIN SLOPE WITH SAN GABRIEL ROAD ELEMENTARY SCHOOL N0. BY DATE DESCRIPTION © 14 MODIFY SAN LUIS oeI5P0 COUNTY STANDARD DETAIL C-3 ON FLARED END SECTIONS PER CALTRANS STANDARD PLAN D94A. " RECOMMENDED FOR APPROVAL: SAFE ROUTES TO SCHOOL PROJECT 11-11 SHEET 9 TO CONSTRUCT 3" HIGH AC DIKE TYPE "E" AT DRIVEWAY. ELEVATIONS PER PLAN. ' IMPROVIEMENT PLAN NOSE DOWN fi" AC DIKE TO MEET TOP OF 3" AC DIKE AT EACH O TRANSITION CURB HEIGHT FROM Q" TO 6" PER ELEVATIONS SHOWN END OF DRIVEWAY. ON PLAN. AC WALKWAY TO REMAIN FLUSH WITH TOP OF CURB. STA 16+50 TO 22+50 i 5 NOSE DOWN 6" AC DIKE, TYPICAL. 31 RELOCATE EXISTING MAILBOX UNDER THE DIRECTION OF THE CITY OF �p��S SNA( DAMD'ATHEY, P.E. 59384 EXP, 12/317o DATE 00� 16 SAWCUT EXISTING AC DIKE. ATASCADERO. S. CITY OF ATASCADERO, CA ao 32 REMOVE EXISTING CULVERT. -VtA® 0� APPROVED: 1050 Southwood Drive 0 17 SAWCUT DRIVEWAY AT LOCATION SHOWN. TRANSITION NEW ASPHALT � � San Luis Obispo,CA 93401 © ,9 DRAWN BY DATE CA JOB NO. N DRIVEWAY FROM BACK OF PROPOSED WALKWAY TO SAWCUT LINE 33 SAWCUT AC AT CONSTRUCTION CENTERLINE. EXISTING CROWN CA3 a AND CONFORM TO EXISTING. LOCATION TO REMAIN. 2% TYPICAL SLOPE FROM EXISTING CROWN TO "� On 3-3�"14 P 805.544.7407 a 5x544.3863 -, Epp• • ARR 2009--09--02 080648 CONSTRUCTION CENTERLINE. t�OWw �,Q' THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OFOil 20 1 bq �i 18 RAMP DOWN ASPHALT 2" MAXIMUM OVER 2. TRANSITION FLOWLINE C `� CANNON. ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE CHECKED BY SCALE SHEET FROM FACE OF AC DIKE TO BOTTOM OF RAMP LOCATION SHOWN. 34 GRADE EXISTING SUMP TO DRAIN TO NEW CULVERT PIPE INLET. `��WTf O F R � RUSSELL S. THOMPSON P.E. 4 0& EXP. 03/31/10 DATE o� m ED SPECIFIED T THE AND sHAu.' NOT BE PERMUSEDISSION oTHE F CA NO PATRICK RIDDELL, P.E. 72034 EXP. 06/30/10 DATE " ' �; , REPRODUCED WITHOUT THE EXPRESSED;WRIT?EN PERMISSION OF CANNON. 'I -= ZO F1 OF 10 } z 9 i { ! r 4 Ld APN 054-151-058 3 054-151-056 APN 054--151-046 NCL:::: Li Li APN 054-151-035 APN 054-151-036 951.2 FSf '� w 4 951.4 FSf 39 m W ! �" ! LL,J -1 17 a '"' co (947.0 INYA) cd ora 1 .71 952.42 MATCH EX. OUTLET 2 51 .... �t 38 g,, `." �°�� ��. .�' .... � 8 4 �,, �'� .. LLQ --- :F w Cti 12 .. .._.. �._µ._.._._ Lli ° -. m,.,..,,...,....,,-,. (amp w,m,.®».«.,>M.....,-....,.,w p j .,.,-,.-,.,,,... m ¢Yd�� { f , y rir�• , [ Of q,r:�.x__,__. ,^' �I ,�r - iilr� Li LIJp , + .r P��M++..•�•+..r..•..w....,.sb..w.rr,� 1"" r+n.. b 5a * 4 �r^ ,"..�.,. ° 5. t� r»* ^ „ « 2.89 FS SS '.,r.-.mow...�. 7r.::» � ,.,�. -. .,,.,.,..,.-.,,. ,,;,,.»...,,... YY wnr y.��. -„v.«n.»;-, e ,.,, b.P ✓ 4 f .w.�µn*a,ww� enMLRe...,:l+bR!_„61dsT.RT, b.. ..,,-.^,.....,�.., ,.n,mv.a,r,,...,. �/�r -3 I3ttkE 47 4 w N rJ ��c ��a „ 2 S 28+ .75 , _.... _ '36 I 3 25-I00 ,. fry 26+00 �-, _ , .. __.._-.... R-4800. Qom`1 ROADI JJ � 50 ��' � `"� S 7+1� 95 "`4 �� ,..�..m..,ry _a cgs � BEGIN 3” EXISTING CENTERLINE MATCH EX. AT CONNECTIONp _ .__.._._...,M , __ ".-. ._...._. »,,,, ..�" _,.._,_.,,.. CCONSTRUCTION "I"'Ni,"£ `�, r` _."_ __ s _,_. ____.....M.__ » r Z ; " STRIPE S _..._... _s..__.,.. _..., A CE TERLINE ,r" p �,.-�.-,.-,..,.,.,. � ,�„ F^r.[ �, Y� ",! V� p'� x °# � .Jr. .,wrll, ,.,...._.,.»...,, . ,r .,...._.___,... "__ - ..,.�...�.r"..».,...W,.,�`:. ...,..._., o,� a 'i r,., ."�,w.. , ° �.. r, 950 _T � � Cae „,.. .,..,...._...,._»...............__ ... ,.,. ,....."......,.,,:..»:n...t E r"" 'V `�'„•"'— ""'" �R '=,d ,_.w,....__.... { ,...,,__» �f1 ( , .J': .,.,__'i:'`""'Y" -"::.:. ... .............. .,..,..,..,..".,,.,....-,• ,.., f / F ._ ^v _...,..__._,,.,.Xaaavn» ry _....,...... ,_.- �_ m �- �. a " a.q °'*:.. SEM C'�.. ^ I�Ij ....�."1 .• 1 /�I�A F% „e^a..,, f VM F '" j � -,.....-.... `w. � �,'I .°Y d"^' YE�I�i ,.`OW�tM�:f. '�'A - j _..-.�I.IIt...s, �f�� ",�y e , 'a., ' APN 054-241-037 APN 054--241-018 APN 054-241-003 20 40 APN 054-241-002 0 1 INCH =20 FEET SANGABRIEL ROAD - FLAN VIEW, SCALE HORIZ 1"=20" PVI # # PVI 965 ._ _ --- ----- 965 a # # # # # # , PVI STA = 27+71.82 .: PVI ELEV --...951..41 n 30.00' C � N _ iC3 PVI STA 27+1 .fi5 a+a to 960 � -.T� tQQ..3$..., .. ,.:......... �,.._ _ PVI ELEV = 94 92 , PVI ELEV 949.4? 30.00 VC T- 960 - W 50.0 ' VC � � y OD r-, > m 1 PVI STA 23+8998 # # N_ (6 0 1 1 �° # # PVI ELEV 9 94700 # # . # ........ -.. ,.# :9,. 11*...... r-. ..�., ... # 30.00 VC M r+s /y CO OD tO d" J J CI? n to N Li! y W 955 _ ___-_____ `� ___-_ -____ N rn __.. ® - --- ® --- 04 •• > 955 C7 + C� N cV W -r-� 00 Q I'` 0 to � # U d. � . # � � W I # �- 0 co IN # N mm # WW # + I +L0 cl) to # + # ....... -- -- I # I # # U # N # W • Q IV) } W ,� 950 v _ __ 1'- t1 e'er -— -- 950 m -~ o EXISTING GRAD AT . --- ___-- 1 --PROP SED TOP OF CONSTRUCTION CENTERLINE # I I I L LEFT AC DIKE Om' ,-- �'" (DRI WAYS NOT SHOWN) __ # _ -_ PROPOSED...GRAD17 co c+v "� AT LEFT EOP 945 r` N -. ._ _-___ _. _____. 945 OD �+I 4 N # # _ # SAN RIE ROAD PRO TLE VIEW CALE HORIZ 1"=20' VERT 1 =4' # CL 0 23+00 24+00 25+00 26+00 27+00 28+00 0 9 QN MUCTM NOM rn N (D SAWCUT AC 2' TYPICAL FROM EDGE OF PROPOSED IMPROVEMENTS 16 SAWCUT EXISTING AC DIKE. 29 0 INSTALL 12" HDPE STORM DRAIN PIPE AT 1X MIN SLOPE WITH 42 CONSTRUCT AC ROADWAY SECTION PER DETAIL 1 ON SHEET 9, TO O CONSTRUCT TYPE "A" CONCRETE CURB AND GUTTER PER CITY OF 0 AND 1 MINIMUM FROM EXISTING EDGE OF ASPHALT OR TO FLARED END SECTIONS PER CALTRANS STANDARD PLAN D94A. LIMITS SHOWN. ATASCADERO STANDARD DETAIL 418 ON SHEET 9, TO LIMITS SHOWN. cis COMPETENT ASPHALT SECTION, TO LIMITS SHOWN. 17 SAWCUT DRIVEWAY AT LOCATION SHOWN. TRANSITION NEW ASPHALT ELEVATIONS PER PLAN. CONTRACTOR SHALL VERIFY THAT CROSS-SLOPE OF ROADWAY FROM DRIVEWAY FROM BACK OF PROPOSED WALKWAY TO SAWCUT LINE 43 AC SHALL RAMP UP AT 5X MAX SLOPE TO 969.49 TO ACHIEVE 3" SAWCUT LINE TO LIP OF GUTTER IS BETWEEN 1 X-5X PRIOR TO CONSTRUCT 6" AC DIKE PER CITY OF ATASCADERO STANDARD AND CONFORM TO EXISTING. 30 TRANSITION CURB HEIGHT FROM 0" TO 6" PER ELEVATIONS SHOWN HEIGHT ABOVE 969.24 FLOWLINE ELEVATION AND MAINTAIN 10-YEAR POURING CONCRETE. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER � DETAIL 418 ON SHEET 9, TO LIMITS SHOWN. WHERE ADDITIONAL , ON PLAN. AC WALKWAY TO REMAIN FLUSH WITH TOP OF CURB. STORM EVENT IN ROADWAY. IF A DISCREPANCY ARISES AND SHALL NOT POUR ANY CONCRETE ° GRADING" 1S NECESSARY BEHIND DIKE BACKFILL WITH NATIVE 18 RAMP DOWN ASPHALT 2 MAXIMUM OVER 2. TRANSITION FLOWUNE UNTIL RESOLVED. o MATERIAL. SEE TYPICAL CROSS-SECTIONS, SHEET 2. FROM FACE OF AC DIKE TO BOTTOM OF RAMP LOCATION SHOWN. 31 RELOCATE EXISTING MAILBOX UNDER THE DIRECTION OF THE CITY OF 44 CONTRACTOR TO POTHOLE AND LOCATE EXISTING GAS LINE AND 0 ATASCADERO. NOTIFY DESIGN ENGINEER IF CONFLICT EXISTS WITH NEW c0i �3 CQNST�GT 2' MINIMUM WIDTH AC ROADWAY SECTION PER DETAIL 1 19 MAINTAIN 4' MINIMUM WALKWAY CLEARANCE FROM OBSTRUCTION. CONSTRUCTION. 00 ON SHEET 9, TO LIMITS SHOWN. � REMOVE EXISTING CULVERT. 14, 20 CONSTRUCT TYPE "C" CURB PER CITY OF ATASCADERO STANDARD 45 CONTRACTOR SHALL PROTECT EXISTING TRAFFIC DETECTOR LOOP 0 33 SAWCUT AC AT CONSTRUCTION CENTERLINE. EXISTING CROWN CABLES IN PUCE. IF DETECTOR LOOPS ARE DAMAGED DURING Q,KpFES$�p� © CURB LOCATION TO MATCH EXISTING REMOVED CURB LOCATION. DETAIL 418 ON SHEET 9, TYPICAL. LOCATION TO REMAIN. 2� TYPICAL SLOPE FROM EXISTING CROWN TO 0o CONSTRUCTION, CONTRACTOR SHALL REPAIR AND/OR REPLACE PER �O F�GK R /� CONSTRUCTION CENTERUNE. CALTRANS SPECIFICATIONS TO THE SATISFAC11ON OF CALTRANS AND 4 '� CONTRACTOR TO COORDINATE RELOCATION OF EXISTING GUY WIRE 21 CONSTRUCT 20 LONG fi AC DIKES WITH 2 LONG GAPS TO ALLOW THE CITY. TYPE 2 ASPHALT SEALANT SHALL BE USED FOR WITH THE CITY OF ATASCADERO AND PG&E PRIOR TO START OF DRAINAGE TO PASS PER CITY OF ATASCADERO STANDARD DETAIL 34 GRADE EXISTING SUMP TO DRAIN TO NEW CULVERT PIPE INLET. CONSTRUCTION. 418 ON SHEET 9, TYPICAL. REPAIRED OR REPLACED LOOPS AND LOOPS SHALL BE REPLACED y 35 CONSTRUCT NEW AC DRIVEWAY SECTION PER DETAIL 3 ON SHEET 9. TO THE NEAREST SIGNAL JUNCTION BOX. CONTRACTOR VVILI BE W NO. 72(J34 Q CONSTRUCT CONCRETE WALKWAY SECTION PER CITY OF 22 CONSTRUCT AC WALKWAY SECTION PER DETAIL 2 ON SHEET 9, RESPONSIBLE FOR ANY AND ALL REPAIR AND/0R REPLACEMENT OF ATASCADERO STANDARD DETAIL 419 ON SHEET 9, TYPICAL. TYPICAL. WHERE ADJACENT TO SOLID AC DIKE, CONSTRUCT " DETECTOR LOOP CABLES AND REPAIR AND/OR REPLACEMENT SHALL EXP. a WALKWAY 3" BELOW TOP OF AC DIKE, TYPICAL. 36 CUT EXISTING STORM DRAIN PIPE AND CONSTRUCT 36"X24" STORM BE AT THE CONTRACTORS SOLE EXPENSE. (D DRAIN JUNCTION BOX. CHRISTY PRODUCT #U32 WITH H--20 TRAFFIC o CONSTRUCT 4" ROLLED CURB PER DETAIL 4 ON SHEET 9, TO LIMITS RATED GRATE OR APPROVED EQUAL. RE-CONNECT EXISTING SOUTH q C!V I%- SHOWN. 23 EXISTING OAK TREE TO REMAIN. INSTALL TREE PROTECTION FENCING STORM DRAIN INLET PIPE TO NEW JUNCTION BOX. NEW OUTLET PIPE Al CJ L_ AND PROTECT IN PLACE. INVERT AT CATCHBASIN TO MATCH EXISTING INLET PIPE INVERT p� CA�»�F ADJUST EXISTING UTILITY STRUCTURE TO NEW FINISHED GRADE. ELEVATION. INSTALL GRATE fi" BELOW TOP OF AC DIKE AT 0 9 " " CONSTRUCT 18 HDPE STORM DRAIN PIPE. MATCH OUTLET FLOWLINE. SLOPE GRATE TO MATCH EXISTING ROAD CROSS--SLOPE U CONSTRUCT (2) EVENLY SPACED 1/2 0 18 LONG DOWEL ELEVATION AND LOCATION TO EXISTING REMOVED PIPE OUTLET (7%t). CONNECTIONS FROM NEW GUTTER TO EXISTING GUTTER. ELEVATION AND LOCATION. CITY OF ATASCADERO R E V ( S ( O N S SAN CABRIEI. ROAD ELEMENTARY SCHOOL. cr 37 ADJUST EXISTING SEWER MANHOLE RIM TO FINISHED GRADE. IF N0. BY DATE DESCRIPTION n p 'r 10 RELOCATE EXISTING FENCE OR REPLACE IN KIND TO RIGHT-OF-WAY. 25 CONSTRUCT 24" MAXIMUM HEIGHT LANDSCAPE WALL WITH MANHOLE IS CONSTRUCTED WITH ECCENTRIC CONE, ROTATE CONE RECOMMENDED FOR APPROVAL: SAE ROUTES TO SCHOOL PROJECT o SLUMPSTONE BLOCK OR APPROVED EQUAL. AWAY FROM FLOWUNE. ./ 11 CONSTRUCT CURB RAMP "CASE C" PER CALTRANS STANDARD PLAN ;> A88A ON SHEET 9. 26 TRA0 TO NSITION I IONAT 19 DTH OF TRAVELED WAY FROM 11' AT STA 17+32.91 38 GRAVEL CTDRISMOOTHEWAY. TRANSITION FROM BACK OF WALK TO EXISTING _ -"." IMPROWMENT PLAN 0 12 CONSTRUCT AC WALKWAY SECTION PER DETAIL 2 ON SHEET 9, ---- ------- �► Canno �' TYPICAL. � CONSTRUCT SIDEWALK UNDERDRAIN PER CITY OF ATASCADERO ' STA 22+50 TO 2s+50 co 39 SFi�EET�9 CT 4.5 WIDE, li LONG RIP--RAP PAD. SEE DETAIL 4 ON D ATHEY, P.E. 59384 EXP. 1 /31/ .`�„� ql A o STANDARD DETAILS 509, 418 AND 419 ON SHEET 9. MODIFY DETAIL 13 SAWCUT EXISTING SIDEWALK. AWAY FROM STREET GUTTER TO �`� �ljSS CITY OF ATASCADERO, CA T a DRAT �TRAN ITION LENGTHS PER DIMENSIONS SHOWNBONK � � r�C��S�S. �' WALK. CURB O REMOVE EXISTING UTILITY POLE. CONTRACTOR TO COORDINATE WITH APPROVED: CIV � 1050 Southwood Drive 0 14 MODIFY SAN LUIS OBISPO COUNTY STANDARD DETAIL C-3 ON PLAN. SEE DETAIL 5 ON SHEET 9 FOR TYPICAL ROLL CURB UTILITY POLE OWNER PRIOR TO REMOVAL AND CONFIRM �C, C43 E San Luis Obispo,CA 93401 0 SHEET 9 TO CONSTRUCT 3 HIGH AC DIKE TYPE E AT DRIVEWAY. TRANSITION. LABEL UNDERDRAIN WITH PERMANENT MEANS SAYING ABANDONMENT. Exp. 3- X10 DRAWN BY DATE GA JOB N0. N " " " " �_� P g05.�4a.;'4a� 805.544.3863 NOSE DOWN 6 AC DIKE TO MEET TOP OF 3 AC DIKE AT EACH CITY OF ATASCADERO". ARR 2009-09-02 08064$ ° o END OF DRIVEWAY. 1 41 TRANSITION TO 6" CURB OVER 10' FROM END OF 4" ROLLED CURB ''� C���C "a- THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF +� „ CL " 28 EXISTING PEDESTRIAN PAD DETECTABLE WARNING SURFACE TO PER DETAIL 5 ON SHEET 9. WALKWAY TO REMAIN FLUSH WITH TOP CANNON. ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE CHECKED BY SCALE SHEET 15 NOSE DOWN 6 AC DIKE, TYPICAL. REMAIN. PROTECT IN PLACE. OF CURB. RUSSELL S. THOMPSON P.E. 43069 P. 03 DATE THE ED WITHOUT T THE E AND SHALL. NOT BE USED OTHERWISEAOR PATRICK RIDDELL, P.E. 72034 EXP. 06/30/10 DATE " � �� � �'�'"'� REPRODUCED MATHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON. � ��---,•.. 2C1 7 OF 10 I f APN CO APN 054-151-046 / z a 31: f }-�056-351-062 --� APN 056-351-035 X APN 054--15i--045 APN 056-351-019CL c7_j d X�Ir a 7 W<t© v4"i� _ W"� APN 056-351-028 W -✓`.M W¢o a. 968.80 FS± .___ 955.4 FSf 35 `d 955.8 FSt r,W.4 « x cn i END 3 DIKE _ w.v. `._»..--- Z reW<_ 967,76 TCf ---_ --- ,. cn 0�' 8 967.50 FSf STA 32+95.46 g ---�-.. -�- .�. 96 :949 St ac a56.22 ES " 3 t 2 43 � . .,_ - ..,.. (968.0 "�.' """ .,,- -- - ,,,f 35 '°s '3. 96 FS 968.53 FS .F•. `•---- '`.�- ,, i" .w_. __. _.^ _._.,_«_,,.._,...,_ _.»_.r w.,w._ ------ 10 ... 17 .... r 10 12 d 143 w 22 tl. w.� 63 ! r .,.r .MILLI �� MIMMY NIS � � ,d�� AP 0 ...,, .,� ,�.. r . �a"'moi' fi ! ✓�¢F wYM114�11�� MMIF� . wr+. . w,.» Y rrs ter. `� ft.� ^..",»»...-.»«.w.-............,.,... q ...,.n,...,.� g E ,,,�_.,......_..... V...,� -,..�,..,.... , ^.my �,+ rM fi .1rws..wW.r,.spur . s 5R ""_ " N...aFit _... ..,.. .-.-...,..N J " , , pR 1» r F �Y _.__ 2 , -x, N _ r 03"E ...,. ^"`. EGIN 3 DIKE �_ �_- .«^__ « 31+00 2 ��' 32+ 0 - K _ _. __ .. _.- _,_,.. ., s R--4500.00 -•+=- \ END 3" DIKE \ =„=,___-_;;a.,� _.�µ .:_,. �-__� � STA 32+09.9 £:.., ..... _ ..,�,. TA 28+74.71 __.... ..... ....._ _ ..<:r-... _.,«_ ._,__» _. _ ^ _. _..m. _..-. (2.990 Eli 69.47 UPt STA 2$+97.33 2.294. &W GABROL ROAD \ � 54 17 67.82 FS .,-.,.nom,,,^......,._..,...... ! { 'w. .,.,.,,..,,.»,,........._,_..,.....,....,„..,.- ,..,_ .....................-m-,--.,,-... .....,_-..,___...,,-.,....__. ..-,.,.._»,.--_......,...,,-_.._ -'-- i 1 BEGIN 3" DIKE D 3 DIKE k� w 4 ` ' � _-.-�..,�.,b-� ..88 STA 2+54 59 STA 3275.15 END 3 DIKE + i �-----,_ �� �..�....�.. ,..�...� °�. �,` 3 _,._�_.-.� 96\8.81 IPI _ ,«,. •�..._.. __.,»_,°_ .._M,.., �, � M,.. ` fi S'f 31+70.32 A 3 + 3 __.._."»_. _n Rfi S _ 4EXISTING __ .4 _.. _._---_..,_._.. _... __m._._.. t . ._...�.. -- .. 9 0 7 UP w_ -EX-FS-TTPtG CENTERL-FNE ,�' it �.A �i " ,-...".•.,. } 'a,, jam' p .« ,., ...__.. __�..._. STRIPE ._...�.__.. ..., _.m_...�,�., ITER. ---•___r._ -- -~,.. 7t �. -w F CE TERRINE 96$.63 LIPt 4 46 , rC1SS- ; d" • -y «C *NI `S y "s... '�"^. ` i ..w� .A..5 -�7 "'r .- , ... .rw. n furrni ir`i � wi�„". Mr.- ��� ���� rirmf w ------ —-EXISTING 7 968.56 TCAS 9 n" yb . ._«. \\ MEXISTING 3 ..kr .,,.....,....._.-.,-.. -.«.y ,5 t CROSS-GUTTER r APN 054--241-018 x t L A, g w4. 971.20Tt 4 p �_.«, � ry� 970.7p�'I-S� , .^.- ._. 969.20 TCf , APN 054--241-022 (968.6970.96 FSI >.3 0 4+w 96$.86 FS .,� � "�....d` .».� 96$.40 FS 970.30 TC _ LLs APN 054-241-021 969.00 TC 968.18 IQ FS 970.30 FSf ipp I 0 20 SAN GABRIEL ROAD - FLAN VIEW 1 INCH 20 FEET SCALE HORIZ 1"=20' PVI STA....-- 33+1 ,93_ 980 --�---- --- PVI ELEV = 969,91 .._....,_. __.__. ._..�,_. ._ ..�...�. _.�._ V N P STA -- 32+09.84 P_ ELEV = 966.82 I ( 20.00' VC �- N ' o M + h M , 975 ___ _ _ �P Z...IZ o m M rn <t`c=c4 -- 975 PVI ELEV = 963.96 --� M �' �- W to°'w _ 20.00' VC o __ .. 00 co _ _0 t) M M � to � co � I PVI STA = 29+91.13 o �i `s' vi ��. PVI ELEV -- 960-23 r. n: m w y W M 970 --- -- _ ._ _ ---- ; _ > m W F- 970 m 2.64 PVI ELEV ej PVI STA =956 351 a N � ._---- 50,00' VC 10 0 C4 co 965 -- ---�- . rn cn N -w-W�T to �j, $ QO U M N ti + W + O?� to U �- :* M 04 C-4 Q) V3 a + r �' N t�' M ( 2 � MV MU �U M F-Q 4 ..I'� r- Q M F- On On H O , t0 h_ 0.0) _ - O/) C3 .} 4COD 061 f1 N tJ) U M '.�--- ""� I U c(0 t0 F-(00 F¢-06 �¢"( �" D' �- U �► + tL Of to V1 On -, 00 w W N EXISTING GRADE T ,63 960 _ CT(01E `" �-- w et PR POSED TOP OF PRO SED TOP OF R GMT CURB • � ;; fi" AC DIKE 3,60 q 3.34 (DRIVEWA NOT SHOWN) -6: $ c , PROPO ED v ( FLOWLI E d- 00 L --- N 955 __ SA GABRIIL ROA -- PROFILE VIEW, SCALE HC IZ ?1 =�O' VERT 1'=4' f _ c•1 0) 29+00 30+00 31+00 32+00 33+00 34+00 cp REMOVE EXISTING UTILITY POLE. CONTRACTOR TO COORDINATE WITH -v , ; 13 SAWCUT EXISTING SIDEWALK. 25 CONSTRUCT 24" MAXIMUM HEIGHT LANDSCAPE WALL WITH 36 CUT EXISTING STORM DRAIN PIPE AND CONSTRUCT 36"X24" STORM �' . UTILITY POLE OWNER PRIOR TO REMOVAL AND CONFIRM 45 CONTRACTOR SHALL PROTECT EXISTING TRAFFIC DETECTOR LOOP �t \.►1✓� ,. ., SLUMPSTONE BLOCK OR APPROVED EQUAL.. DRAIN JUNCTION BOX. CHRISTY PRODUCTt132 WITH H 20 TRAFFIC ABANDONMENT. CABLES IN PLACE. IF DETECTOR LOOPS ARE DAMAGED DURING o , RATED GRATE OR APPROVED EQUAL. RE-CONNECT EXISTING SOUTH CONSTRUCTION CONTRACTOR SHALL REPAIR AND/OR REPLACE PER 14 MODIFY SAN LUIS OBISPO COUNTY STANDARD DETAIL C-3 ON / " STORM DRAIN INLET PIPE TO NEW JUNCTION BOX. NEW OUTLET PIPE CALTRANS SPECIFICATIONS TO THE SATISFACTION OF CALTRANS AND SHEET 9 TO CONSTRUCT 3 HIGH AC DIKE TYPE E AT DRIVEWAY. 26 TRANSITION WIDTH OF TRAVELED WAY FROM 11 AT STA 17+32.91 INVERT AT CATCHBASIN TO MATCH EXISTING INLET PIPE INVERT 41 TRANSITION TO 6 CURB OVER 10 FROM END OF 4 ROLLED CURB 00 (D SAWCUT AC 2' TYPICAL FROM EDGE OF PROPOSED IMPROVEMENTS NOSE DOWN 6" AC DIKE TO"MEET TOP OF 3' AC DIKE AT EACH TO 12' AT 19+59.91 PER DETAIL 5 6 SHEET 9. WALKWAY TO REMAIN FLUSH WITH TOP THE CITY. TYPE 2 ASPHALT SEALANT SHALL BE USED FOR �t AND 1 MINIMUM FROM EXISTING EDGE OF ASPHALT OR TO ELEVATION. INSTALL GRATE 6" BELOW TOP OF AC DIKE AT REPAIRED OR REPLACED LOOPS AND LOOPS SHALL BE REPLACED END OF DRIVEWAY � FLOWUNE. SLOPE GRATE TO MATCH EXISTING ROAD CROSS-SLOPE OF CURB. TO THE NEAREST SIGNAL JUNCTION BOX. CONTRACTOR WILL BE o rESSJ 0 COMPETENT ASPHALT SECTION, TO LIMITS SHOWN. " L.`J CONSTRUCT SIDEWALK UNDERDRAIN PER CITY OF ATASCADERO 4 00 � " 15 NOSE DOWN 6 AC DIKE, TYPICAL. STANDARD DETAILS 509, 418 AND 419 ON SHEET 9. MODIFY DETAIL (7T.t}• 42 CONSTRUCT AC ROADWAY SECTION PER DETAIL 1 ON SHEET 9, TO RESPONSIBLE FOR ANY AND ALL REPAIR AND/OR REPLACEMENT OF �p ,CK �►��Q t W �`J CONSTRUCT 6 AC DIKE PER CITY OF ATASCADERO STANDARD TO DRAIN 5% AWAY FROM STREET GUTTER TO OUTLET AT BACK OF Q LIMITS SHOWN. DETECTOR LOOP CABLES AND REPAIR AND/OR REPLACEMENT SHALL Q- R �. j DETAIL 418 CMI SHEET 9, TO LIMITS SHOWN. WHERE ADDITIONALWALK. CURB TRANSITION LENGTHS PER DIMENSIONS SHOWN ON 37 ADJUST EXISTING SEWER MANHOLE RIM TO FINISHED GRADE. IF BE AT THE CONTRACTORS SOLE EXPENSE. �w 4q �� � i 6 SAWCUT EXISTING, AC DIKE. MANHOLE IS CONSTRUCTED WITH ECCENTRIC CONE ROTATE CONE cn GRADING IS NECESSARY BEHIND DIKE, BACKFILL WITH NATIVE PLAN. SEE DETAIL 5 ON SHEET 9 FOR TYPICAL ROLL CURB " � sr AWAY FROM FLOWLINE. 43 AC SHALL RAMP UP AT 576 MAX SLOPE TO 969.49 TO ACHIEVE 3 " " ." Z MATERIAL. SEE TYPICAL CROSS-SECTIONS, SHEET 2. 17 SAWCUT DRIVEWAY AT LOCATION SHOWN. TRANSITION NEW ASPHALT TRANSITION. LABEL UNDERDRAIN WITH PERMANENT MEANS SAYING HEIGHT ABOVE 969.24 FLOWUNE ELEVATION AND MAINTAIN 10-YEAR CONSTRUCT TYPE A CONCRETE CURB AND GUTTER PER CITY OF a NO. 72034 m • DRIVEWAY FROM BACK OF PROPOSED WALKWAY TO SAWCUT LINE "CITY OF ATASCADERO'. STORM EVENT IN ROADWAY. ATASCADERO STANDARD DETAIL 418 ON SHEET 9, TO LIMITS SHOWN. a m CONSTRUCT 2' MINIMUM WIDTH AC ROADWAY SECTION PER DETAIL 1 AND CONFORM TO EXISTING. 38 CONSTRUCT SMOOTH TRANSITION FROM BACK OF WALK TO EXISTING CONTRACTOR SHALL VERIFY THAT CROSS-SLOPE OF ROADWAY FROM EXP. �►® x ON SHEET 9, TO LIMITS SHOWN. 28 EXISTING PEDESTRIAN PAD DETECTABLE WARNING SURFACE TO GRAVEL DRIVEWAY. 0 CONTRACTOR TO POTHOLE AND LOCATE EXISTING GAS LINE AND SAWCUT LINE TO UP OF GUTTER IS BETWEEN 1%-5% PRIOR TO 0 18 RAMP DOWN ASPHALT 2" MAXIMUM OVER 2'. TRANSITION FLOWUNE REMAIN. PROTECT IN PLACE. NOTIFY DESIGN ENGINEER IF CONFLICT EXISTS NTH NEW POURING CONCRETE. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER S �. :0 Q CURB LOCATION TO MATCH EXISTING REMOVED CURB LOCATION. FROM FACE OF AC DIKE TO BOTTOM OF RAMP LOCATION SHOWN. 39 CONSTRUCT 4.5 WIDE, 11 LONG RIP-RAP PAD, SEE DETAIL 4 ON CONSTRUCTION. IF A DISCREPANCY ARISES AND SHALL =NOT POUR ANY CONCRETE �q Civil. �►� 29 INSTALL 12" HDPE STORM DRAIN PIPE AT 1% MIN SLOPE WITH SHEET 9. UNTIL RESOLVED. T�OF CAS-� 01 •N CONTRACTOR TO COORDINATE RELOCATION OF EXISTING GUY WIRE 19 MAINTAIN 4' MINIMUM WALKWAY CLEARANCE FROM OBSTRUCTION. FLARED END SECTIONS PER CALTRANS STANDARD PLAN D94A. WITH THE CITY OF ATASCADERO AND PG&E PRIOR TO START OF ELEVATIONS PER PLAN. U CONSTRUCTION. 20 CONSTRUCT TYPE "C" CURB PER CITY OF ATASCADERO STANDARD 0 CONSTRUCT CONCRETE WALKWAY SECTION PER CITY OF DETAIL 418 ON SHEET 9, TYPICAL. 30 TRANSITION CURB HEIGHT FROM 0" TO 6" PER ELEVATIONS SHOWN CITY OF ATASCADERO R E V I S 1 O N S a) ATASCADERO STANDARD DETAIL 419 ON SHEET 9, TYPICAL. " ON PLAN. AC WALKWAY TO REMAIN FLUSH WITH 70P OF CURB. NO. BY DATE DESCRIPTION SAN GABR 1 EL ROAD ELEMENTARY SCHOOL L a 7 21 CONSTRUCT 20 LONG 6 AC DIKES WITH 2 LONG GAPS TO ALLOW 31 RELOCATE EXISTING MAILBOX UNDER THE DIRECTION OF THE CITY OF RECOMMENDED FOR APPROVAL: SAFE ROUTES " "® SCHOOL PROJECT CONSTRUCT 4" ROLLED CURB PER DETA14 4 ON SHEET 9, TO LIMITS DRAINAGE TO PASS PER CITY OF ATASCADERO STANDARD DETAIL ATASCADERO. '� SHOWN. 418 ON SHEET 9, TYPICAL. v $ T I 22 CONSTRUCT AC WALKWAY SECTION PER DETAIL 2 ON SHEET 9, g REMOVE EXISTING CULVERT. } CIMPROVEMENT P / � ADJUST EXISTING UTILITY STRUCTURE O NEW FINISHED GRADE. � TYPICAL, WHERE ADJACENT TO SOLID AC DIKE, CONSTRUCT d' g " " WALKWAY 3" BELOW TOP OF AC DIKE, TYPICAL. 33 SAWCUT AC AT CONSTRUCTION CENTERLINE. EXISTING CROWN STA 28+50 TCS 35+00 W CONSTRUCT (2) EVENLY SPACED 1/2"0 18 LONG DOWEL LOCATION TO REMAIN. 2% TYPICAL SLOPE FROM EXISTING CROWN TO DAVID A EY P.E. 59384 EXP. 12/31/ e�0� S10Ngl TE ' "° CONNECTIONS FROM NEW GUTTER TO EXISTING GUTTER. ' o 23 EXISTING OAK TREE TO REMAIN. INSTALL TREE PROTECTION FENCING CONSTRUCTION CENTERLINE. �0 s F� CITY OF ATASCADERO, CA 10 AND PROTECT IN PLACE. APPRO D: �`�' RUSSELL '2 RELOCATE EXISTING FENCE OR REPLACE IN KIND TO RIGHT---OF--WAY. 34 GRADE EXISTING SUMP TO DRAIN TO NEW CULVERT PIPE INLET. <2 THOMPSON 1054 Southwood Detre 0 q r " San Luis Obispo,CA 93401 DRAWN BY DATE CA JOB NO. C14 11 CONSTRUCT CURB RAMP "CASE C" PER CALTRANS STANDARD PLAN CONSTRUCT 18 HDPE STORM DRAIN PIPE. MATCH OUTLET 35 CONSTRUCT NEW AC DRIVEWAY SECTION PER DETAIL 3 ON SHEET 9. gyp 0.3069 P 805.544.7407 F 805 544 3863 !' A88A 6W SHEET 9. ELEVATION AND LOCATION TO EXISTING REMOVED PIPE OUTLET Exp,3-31-10ARR 2009--019--02 0380648 o ELEVATION AND LOCATION. THESE DRANANGS ARE INSTRUMENTS O F SERMCE AND ARE THE PROPERTY O F �- 12 CONSTRUCT AC WALKWAY SECTION PER DETAIL 2 ON SHEET 9, _ CANNON. ALL DESIGNS AND INFORMATION ON+1 THESE DRAWINGS ARE FOR USE Z CHECKED BY SCALE SHEET TYPICAL. RUSSELL S. THOMPSON, P.E. 4309 P. 03 �� '�\ � OF THE SPECIFIED PROJECT AND SHAH NOT BE USED OTHERWISE O R PATRICK RIDDELL, P.E. 72034 EXP. 06/30/10 DATE 9 ' ,� I o F REPRODUCED 4ITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON. 1 = 20 8 OF 10 } 3.25" TYPE "A" REVISIONS .. APPROVALS AC PAVING REVISIONS ~� R. SIOI�IS R SIONS O NO. 26--9r2 3 �Q 92 DESCRIPTIONS BY DATE API'ROVEp COUNClI. RES LOTION 12" OF CLASS 2 AGGREGATE AP �' APPROVALS PROVAL S APPROVALS OE CRIPTtON - BY DATE APPROVED COUNCIL. RESOLUTION NO. 26••-92 pESCRtt TIONS BY DATE APPROVED COUNCIL RESOL.U710N NO. 26--92 � i0 92 dESCRtPTIONS E3Y DATE PROVED COUNCIL, RESOLUTION NO. 25--92 3 ip 82 BASE TO BE COMPACTED TO 3 iO 92 ' A MINIMUM OF 95X OF • . ' MAXIMUM DRY DENSITY •x. MAAMUM SIZE. 18* STORM DRAIN PIPE. R. UPPER 12" OF SUBGRADE TO BE 6" 6» COMPACTED TO A MINIMUM OF = ' T.I. = 6.0 90% MAXIMUM DRY DENSITY* fi» VARIES EXPANSION 7EEL PLATE r- / » r"". 3/4" RAD. L111ruFI .ANT i 4" .....",.._„' COVER Z. x 1 "-IT .. - 2 RAo R/yy ..091" S 4.°- - *WHERE THE ROADWAY IS BEING CONSTRUCTED iN CALTRANS F•• -OF-WAY, THE COMPACTION OF THE STRUCTURAL g" "� SECTION MUST BE 95X TO 30 INCHES BELOW FINISH SURFACE R• "„ 5 MIN. ELEVATION PER CALTRANS STANDARD SPECIFICATION 19-5. 0-u- zo d� A AC ROADWAY SECTION ON 16" PAVEMENT o» 4'-s"' MIN ; R . W WIDTH TO �..- f• N.T.S. 10" IS POINT :l. y:;;,,.t�,�F.t;Yr•i,..s�*.. .:,',�.id:;:**j:, N. _T ..� ..: I ',. .+�.'�'.�!'+►3 :'+ „ .. - .... .«w.._.,.,.«....+.-.......,..M.... .......,..........•,.. ., wwaa+•M,..+,..ww/.o,q..a,,.,.. ... 4 MI 7 . d » 1;. �t r' .. CL SIDEWALK 2" TYPE "A" (2 tTRUCTLIRE A.C. "` AC PAVING TYPE "B AX 4" OF CLASS 2 AGGREGATE • • 'STRUCTURE* ` Q BASE TO BE COMPACTED TO • 0 0 R. o a 45" MIN UM OF 959a OF :���� 3' MIN • � .�. A MINIM AX: 1 4 MIN. 1 ® , �mm MAXIMUM DRY DENSITY 0 MAX -- �- PLAN �� 5 � � ; FLOW DIRECT!O�+tCURB TRAN (TION .:... .._..... ___:...__... . . UPPER 12 OF SUBGRADE TO PAVEMENT ..•. : •... f •. ;.•.;>.w.• ' WIDTH MEA � CURB FACE SURER TO THIS POINT w •t ;.;F . LENGTH PER PLAN " CURB TRANSITION BE COMPACTED TO A MINIMUM bar 1"1 w y 'CK•1:•yy.•.j"rti,ii�i•�•'�• • ..� _ - .. w +: ,,..� '• OF 9OX MAXIMUM DRY DENSITY a EXPANSION JOINTS . ' --` 2 ,. LENGTH PER PLAN e GUTTER 3 SHALL 8E PLACED VARIES 6" /4" RAD. t 4" `v AT 25' INiERV" DEPENDING ON ANGLE AM 1 1O» RAISE SIDEWALK E•J• AC WALKWAY SECTION ,�• �i AT D+tDs cap ALT. • 8 S' OVER BOX N.T.S. 2 C14 • EACH SIDE OF I3EtI11E- fi' 3" 6 1/2" RAD. 1•-3 4 THE DEIPlI:SQNSn .. " / " INTERVALS x t8" 14" .. EXPANsIoN ! GUTTER GREASED SMOOTH ., .�I73 SHAD.VARY 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. m ALLow mAT Ic " " " DOWEL OR #4 •• • OF JOINTS ADJACENT EXTRUDED ELEVATION NORMAL s" CURB FACE 2 TYPE A ROAR " 1. SIGN BLADES TO BE ALUMINUM, / AT ALL S - �'a•'` - ' -•••' •'• • +. ,+ 4 •t ISmc IMPROVE- z• STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4 IN DEPTH AND COMPACTED 6003-T6 AC PAVING ALLOY,..DEGREASED AND ETCHED NOT A PART " BION UCTURE I�dCKFILt_. .• , titEEAtTs. A MINIMUM OF 90X MAXIMUM DENSITY SHALL, BE PLACED UNDER' THE WITH GREEN SCOTCHUTE APPLIED TO BOTH OF THIS PLAN SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. 7' MIN. �► 4 OF CLASS 2 AGGREGATE JOINTS AND SURFACES. SIDEWALK INSTL, 3' MIN. VARIABLE BASE TO BE COMPACTED TO CONSTRUCTION JOINTS. 2" STD. g�' - ME-A 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS 2. POST-TO-SIGN BRAKET TO BE DIE--CAST. (WHERE REQUIRED) GALV A MINIMUM OF 959 OF AND AT ALL INTERVALS NOT EXCEEDING 25'. 60 ALLOY WITH TWO ANGLED GUSSETS " IRON g" SIDEWALK.WIDTH No. 4 BAR MAXIMUM DRY DENSITY 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. .TO BE PLACED THROUGH EACH SIDE FOR STRENGTH. TO nT 2--3 8 PIPE DRILL AND TAP FOR AT 18" O•C.. - THE EXPANSIVE JOINTS. BOLTS IN COVER O.D.o.r�. GALv. PIPE2�.0. . SIGN-TO-SIGN No. 4 BAR I I I I z. I I I " " " " BRACKET TO BE MI CONSTRUCTION :•... 4" MIN. SEE COVER DETAIL " a. ... .M ..-.. .. .a_ _.- .-. ._ " WITH 90* AND 45* SEPARATION. 1/2"x4" PIN t . ��'�` 4" AT 9 O.C. UPPER 12 OF SUBGRADE TO • .... 1 TYPE A AND C CURB TO BE CLASS '8' P.C.C. - DRY PACK - •-.._.�,.. • - BE COMPACTED TO A MINIMUM 2 DIKE TO BE TYPE `B' A.C. - 4• WEAKENED PLANE JOINTS SHALL. BE A MINIMUM OF 1-•i,/4` IN DEPTH AT 3. CAPITAL LETTERS TO BE DIE--CUT SILVER CONCR ':•: " ETE 2 OF 90X MAXIMUM DRY DENSITY INTERVALS NOT TO EXCEED 5'• SCOTCHLITE, SERIES B. `•' ` •`-' 2" x 2" x 3 8" 6" 3 STRUCTURE BACKFILL. PER SECTION 19-3.06 STATE STANDARD SPECS. 4 .•f•_=:. ,�. e MIN. `.-':•• ALL SIDES / 4. SCREWS FOR SECURING BRACKETS TO B'A/2'. ZINC - '=` a•'"�' • .` • .. . CURING METHOD -•- 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE ,• PLATED HEX SOCKET HEAD SCREWS 1/4 x1/2 . '• ` ' . " " '`' ' ' AC DRIVEWAY SECTION CURING SHALL SE BY PIGMENTED CURING Ct�uIPQUND METHtX} ACCORDING TO ENGINEER. _ No. 3 BAR, g» Na. 4 BARS AT 18" O.C. 3 THE PRO' OF SECTION 90-7 OF THE STATE STANDARD SPECIflCATIONS. " 5 WELD ANCHOR TO G, N.T.S.NTS CURING COMPOUND SHALL BE WHITE PIGMENT TYPE " » ONE EACH SIDE SLOPE 5% TO OUTLET SECTION 3-112 x 3-1/2 x COVER ��„�� FLOW AT BACK OF WALK DRAWN EKY: -°•� DRAW SY: R.A.L. CITY OF ATASCADERO R.A:L. CITY OF ATASCADERO R.A,L. CITY OF ATASCADERO ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT DRAWING NO. pRA1NN Yr DESIGNED BY: ENGINEERING DEPAR'T'MENT DRAWING NO. D s GNED BY: D SIGNED BY: K.A.L. CITY OF ATASCADERO S.J.S. S.J.S. S.J.S. ENGINEERING DEPARTMENT DRAWING Nd. D TE: d - : - pE51GNED L3Y: 27 92 CURBS 2 2? 92 SIDEWALKS ,�-1 2 27 92 STANDARD STREET SIGN 427 s.J.s. FILE NAME: 41 � NA E: D :z27s2S 0� AT418.Q A 41 s.owc AT427.IawG FILE NAME: SIDEWALK U N D ERD R AI N 5 AT509.DWG • Revisions A FLOWLINE 12"R APPrOVOd Date Date a arrb ""`rte at edp mm of oldowdlit sw.warIIm I amm rasp4,- N- 1/4"R ` Front sw.wdx (� BACK OF CURB ofts'Of sob 2h:1v MAXIMUM Note 7 motB��rEp T 2UNCATED D01AE 10' MIN rRAX=10N SECrjON 1 t2 R 13 R . (3h:1v MAX IN NATIVE SAND) 2h:1v MAXIMUM - (3h:1 v MAX IN NATIVE SAND) NOTE t q 3 12" 4 W arc Max TUX Mac NM 4: LIR IO U' " at Front Front Ser 1. As o to conoikione dWateu Case A Gose 0 cwt►e+n"may be K . Z (� 12 4 W �^ •°�°- suer C see Note Nota 7 used for corner bmt4Moaons sbrAar�shown in Drrtal A`sed a ROLL S£COON ..�,,,_""='' a ,e _ i Z 10 and 11 Det+di e.The care of curb songs used In Detal A do not have try be ��A►SE C ndd block la na .Ice dF�aro nroy b.used at .: ` ELLE© CURB G _.-•• tt ' _""""•_• iN = 4-a• aR Max A A > . _ A :a ply Ute,..•- �•.,,., .----' CURB 2 R=1 _. ��°�- --- Nota at cera 2. if dtrtance*wn oma to of Is too shat ;,• "c.€ ,,.• SL©P£ VARIES �� , to and 11 svd.walc - """-" aoaotnrrwdote and pbthrm as sleawre b Cass A, EL9 A a :o. C•m as Gose 8 or o or a: S .•C... 6 2 R=1* �- / /; � CASE B '" Fronted� SidewaNc , �,a.wlden«In"°y" in "D° sWowalk See `""'" '" ,•=,•. §LQ `�` w� !tots 7 °f Norte 7 .t tax max 3i� IMtsr1 to lor�ated in pnbr W aulra retmrb aaeswdc `a � � ; I' COMMON!A at curb ore mwt ba si n1w to Mwt dwm for 0"0. LEVEL LINE A.0 'r A. As side oanditiors dMate6 the amu aide and on flared t� VARIES 'aldewa/c tic Skkwdk F� side of the orae 0 romp ehal�aonatnented n reversed position. :D �. � `, g _ � EXPANSION Immlsee Nates s« PL./ N JO/Nf = sme 10 and 11 '7 5. N located an a awva.tiee sides of o ramp nl.d not be parolsl, Hots 7 r /� Curb(both � but the rotnirnmr►width of 1M ahol be 4"- . T � 1 1 ,1ty' 1 .tom• _ _. ..-•4 /` Front Ills M4�u skies 4, a :':.• of at asAe & S"t�s ,kr^wlc� +� lb top of 00 .r7M W .+SAP ...fPY r r♦ aeb , � t"fl 8 OI 12 12 i07t Max ta�nfam � the romp.sewq►t in �Fwre. \ ` F� �plantingC C toe A m*m FG a le s 10 4► ��r"k �"C tear.isw 8"` 4 24°' ox max i area �tA�a� CASE G & Trasitions Fran rrnnps sed landing to walks.!Netters or sb n mC14 �•• 14' T 1 PE rrr'1a ASPI�A T n rr I,,- ,.".- 10� �Sid� See Note 4 Mwl be purr and tros of abrupt Wian9es L DIKE TYPE E MOUNTABLE ASPHALT DIKE A I - ,,,�„ ►� 9. M of add Wttem Um roar«rte� s n or pmoo"routs FOR USE IN CUT CONDITIONS FOR USE IN FLAT&FILL CONDITIONS 4' A 6" 1100111m. TapRoun&w 1 s percentt0wMiln 4-T o` f Ow bottoorn of�ours rot°f�twop. Q CURB See Nate 9 n NOTES O C CASE E � =2x flat r� to the bra wktar all �"e-o�do*ft w Detectable Warnbo tlRteees a�d side eoouxs Si-CT1O kz�!A steal omfwm to the dstaft an Oft pian and the l` •� iw�2•-0-$bright cub its In the spscdal Provktons.Cn ..,. 11. ltle edge of the els lase Ileareet the ate vet �•"+ �.'"� e 0 3 20" 4 W aowtie. curb .hal be betw.we °�'"bean a ee gutter Aowlne 1. ROLLED CURB AND GUTTER MAY ONLY BE USED IN RESIDENTIAL SUBDIVISIONS Ile N _ T neo.ssary 12 and range thk laee%~r,etas!be 'ndrdsrrrn: -p AND ONLY WITH WRITTEN APPROVAL OF THE PUBLIC WORKS DIRECTOR. r a 2 R=1" M N 2h:1v MAXIMUM EM 13.wi of th.volift ow`►l1 adver eaoM WR be feloodscl dti°s 1 � 2 --�- a ad�eted to grads a tae owner pr% o,or in aan�tton wits. � 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. •- ' '�---- .1 {3h:iv MAX IN NATIVE SAND} awe MagicMax , c�sb + see Not.9 SECTION B-B 14.For retrotit eonditian,remnvai and nploosmsnt of sub opron Q, R=1" $„ t. ,� 12 smewallt D3:: SLOPE_ •vr+••«etire eidewal� w>N be at tM w a s opft%u slew ollmobe,dW„an 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS,INLETS,CURB 1! ;' ,•,�* ro N LEVEL LINE Retaining 000 RETURNS,ALLEYS,OR A MAXIMUM SPACING OF 10 FEET, VARIES TOP OF AC DIKE "'0N'0n' center epactng O O O 4. THRU JOINTS SHALL BE 1/2"WIDE PRE-MOLDED JOINT FILLER. ROLLED CURB T'RAN TTI N LENGTH sid'"al< ` �' `i�• t�► ® ® a ALL BE CLEANED AND EDGED. .••.,,f I ASA/NTAIN GUTTER f'L4W LINE n '< j� 2x flour _ 5, ALL JOINTS SH no ftwe a'ta'a' a 9 SEcmON C-C 31,C DETECTABLE WAp,��tN RFACE GRADE` $ \ *rf�lZi7�ltT�7 �� , _."'•.;r � { �- -`I see Norte 10 6. CONCRETE SHALL BE CEMENT CONCRETE CLASS 4000. © #� �F: A '' Qronm&N proMd.e of • 1p �J. srAW OF ,,-;•' •t Q�O�E�`'S!O `opj `� :-.,. s» Rar,d.d ;• . , 7 oa►ARtMeNI OF iRANSPORTAliON 7. STEEL FORMS ONLY MAY BE USED ON TANGENT SECTIONS,WOOD FORMS MAY BE ,' W v rr ti ' L RAMP Not.i4 ---�} SROOViNG DETAIL CURB RAMP DETAILS USED ON CURVED SECTIONS. .01 �-' TYPE Q MOUNTABLE ASPHALT DIKE DIKE END TRANSITION Dom•--A CORNER INSTALLATION � M RV MM DAiM SMnM R i,2006��ANIMM"AtlilA a Q'u • �'��' w Q►� FOR USE IN FLAT&FILL CONDITIONS(OPTIONAL) 5 TYPICAL TWO-RAMP CORNER I,N,STALLAMON s e 1 and 3 Note° RETROFIT DETAIL DA10 MAY 1,zoos-PAGE 115 of TME STANDARD R ANS Scat DAZED MAY UK 8. FINISH SHALL BE LIGHT BROOM. C s'e'w'1 E d"i"g a mb and'i lm, l` REVISED STANDAR RSP ASA NO. 72034 m 9. THE FINISHED CONCRETE SHALL BE COVERED BY CURING COMPOUND. © m NOTES: WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. EXP- D 0 1, ROADWAY STRUCTURAL SECTION THICKNESS PER PLAN. CURING TIME SHALL BE AS SPECIFIED © 2. ASPHALT CONCRETE DIKE SHALL BE REQUIRED PER THE DESIGN STANDARDS(REFER TO A-1 SERIES STANDARD m � tA��T CIV Itis DRAWINGS).-USE PG 70-10 ASPHALT BINDER FOR ALL ASPHALT CONCRETE DIKE. 4' R4�L..I,.G.D CURB CURB !RANSiTION OIC CA v 3. ROADWAY TRAVEL PLUS SHOULDER WIDTH MEASURED FROM ROAD CENTERLINE TO THIS POINT. L_ 4. REFER TOA 1 SERIES STANDARD DRAWINGS FOR MINIMUM DISTANCES TO HINGE POINT. 4 N.T.S. v 5. A 6h:1v DIKE HEIGHT TAPER SHALL BE PROVIDED AT EACH END OF AN AC DIKE. N.T.S. O 6. ASPHALT DiKE SHALL BE REQUIRED BY THE DEPARTMENT WHERE NEEDED TO CONTROL DRAINAGE OR EROSION AND ON U LONGITUDINAL GRADES OF 3%OR GREATER. TYPE"A"DiKE SHALL,BE USED WHEN THE ROADWAY iS BELOW EXISTING OR C FINISHED SURFACE. TYPE"D"OR"E"DIKE SHALL BE REQUIRED IN CONDITIONS WHERE THE ROADWAY IS ABOVE OR LEVEL CITY 0 F ATASCADERO R E V I S I C� N S ern WITH EXISTING OR FINISHED SURFACE. RECOMMENDED FOR APPROVAL: N0. BY DATE DESCRIPTION SAN GABRIEL ROAD ELEMENTARY SCHOOL ` 7. PRIOR TO PROJECT ACCEPTANCE,ALL DAMAGED ASPHALT DIKE SHALL_BE REMOVED AND REPLACED AND A FOG SEAL SAFE ROUTES /1' ("�' T® SCHOOL PROJECT©0 {�f�"i"' O SHALL BE APPLIED TO BOTH THE REPLACED ASPHALT DIKE AND TO THE REMAINING UNDAMAGED ASPHALT DIKE TO THE /`11�'tom., R Ov i!R U C 1 / LIMITS DETERMINED BY THE DEPARTMENT. ' DETAIL SHEET i SAN LUIS OBISPO COUNTY DEPARTMENT OF PUBLIC WORKS Scale: issued•. ���O _SS/0�fl 1"�1' Aug.22006 �``��RUSSELL S. �� 1 , ASPHALT DIKES Drawing No: �' DAVID ATHEY, P.E. 59384 EXP. 12/31/09 D THaI �N 00 i C"3 NO.C43069 APPROVED: CITY OI' ATASCADERO, CA Sheet No: 1 of 1 Exp.3-31-10 1050 Southwood Drive San Luis Obispo,CA 93401 DRAWN BY DATE CA JOB N0. CINIJTC I V I L ��`�' P 805.544.7407 F 805.544.3W3 AR R 2009-09-02 08064$ © OF C FN\_ 0 • -! ` THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF 2.. ,. CANNON. ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE CHECKED B SCALE SHEET RUSSELL S. THOMPSON, P.E. 43069 E P. 03/31/10 DATE OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERWISE OR PATRICK RIDDELL, P.E. 72034 EXP. 06/30/10 DATE N.T.S. 9 OF 10 U_ REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON. r • Q ------ 11 +00 12+00 12+50 1 + O 921 921 922 922 925 925 CITY CALTR NS CONSTRUCTION CONS CTION CITY CONS CTION CEN LINE 11 +50 R/W R/W CEN LINE R/W CEN UNE 920 5. • WALK 13.39 920 921 921 921 921 924 924 CA TRANS CONSTRUCTION 1' BENCH /W CEN UNE 919AC DIE _ 919 920 920 920 920 s23 EXIS NG 923 SEE SHEET 5 DRIVEWAY PROFILES ca - .0 i ISTING 11. 0, i GRAIX 918 918 919 919 919 ADE 919 922 922 FOR CROSS-SECTIONS NEAR 13+00 `� 5.50 Aj FINK HED XiSTIN 5.50 a 11.00' 917 917 918 918 918 - '0X `918 921 921 a. H- EX! TING _,�x ( .0 RADE _ •59� AC IK �Q 916 916 917 917 917 •5, WA 917 920 920 FINI HED ''•- i FINISHED i 5.5' W LK 915 915 916 ADE 916 916 916 919 Gf 919 4" ROLLS 2" PE CUR ADE -30 -20 -10 0 -40 -30 -20 -10 0 -30 -20 -10 0 -30 -20 -10 0 934 13+50 934 CITY CONS CT{ON R/W CEN LINE 933 933 E STING 14+50 932 932 939 939 CITY CONSTRUCTION i 14•+00 R/W CEN UNE 15+00 15+50 931 °` 931 935 935 938 938 940 940 942 942 CITY CONS CTION CIN CONS CTION CITY CONS CTION \ R/W CEN UNE R/W CEN UNE R/W CENTERLINE 930 c? \ 930 934 934 937 937 939 939 941 941 y i EXIS NG ISTING i 7 GRA E EXIS NG RADE GRAI 929 929 933 933 936 936 938 fol itco" oil E 938 940 940 i .0' K 11. ' ` 11. 0' I i 9.5 11.5 5 WA 5 928 ~ 928 932 y 932 935 I 935 937 ` 2`0 v 937 939 939 6.50' 13 A DIKE -OX C ��' .� ID .ox .5' WA (� 7 v 1 v A DIKE '1i. ¢ 927 92 931 •5 •0N 93 934 AC DIKE _ �� 934 936 5.5, WALK 936 938 938 I EXISTIN A 5.5' W LK FIN! HED 4" ROLLED i FINIS ED GRA 926 926 930 930 933 933 935 935 937 937 FiNt HED 4" ROLLED FIN SHED G ADE FINISHEDADE MATCH X. CUB RADE CRO —30 —20 —10 0 —30 —20 —10 0 —30 —20 —10 0 —20 —10 0 —30 —20 —10 0 2 942 16+00 942 942 16+50 942 944 18+00 944 CITY CONSTRUCTION CI CONSTRUCTION R/ CONSTRUCTION N R/W CENTERLINE R/ cEN uNE 17+00 17+50 941 941 941 941 942 — 942 943 943 943 943 EXI TING CI CONSTRUCTION CI CONSTRUCTION GRADE R/W` CEN UNE R/ CEN UNE 5.5' W LK 11.10' 940 ' 940 940 940 941 941 942 942 942 8.50' 942 v i 9.5 11.5 ' i 11. 0' 11. 1 �� 939 ~ 939 939 939 940 11. 0 940 941 C DIKE 941 941 ---__. �'i go 941 a.07 0��,,,� � 2:1MAX � C DIKE �� �� �w y --2.0� �cn 1t- IIZr, � C DIKE 2• cn i (U i 938 938 938 938 939 939 940 940 940 940 XISTIN 5.5 W LK ¢ ,0� ¢ o i 5.5' W L.K - •0� (� 5.5' WALK i(n EXIST NG FINISHED RADE 001 00� GRADE rn 937 937 937 937 938 938 939 939 939 GRADE 939 o URB GRADE FINIS ED EXIS NG cv MATCH ATCH X. GRADE CRO FINIS ED EXISTING* FINGRA E GRADE a CRO GR DE GRAD rn —30 —20 —10 0 —20 —10 0 —20 —10 0 —20 —10 0 —30 —20 —10 0 cm 0 0 0 cn x 00 c¢o 0 SOF SAO o �aQ �G It1DQ t' SAN GABRIEL ROAD -- CROSS—SECTIONS << � CTO y c SCALE HORIZ 1"=10' VERT 1"'=2' w NO. 72034 m © rt EXP. b v civ It. =,.. F 3 943 18+50 943OF cp, CI CONS CTION 0 R/ CEN UNE 942 1529' 94z CITY of ATASCADERO R E V I S I 0 N S SAN GABRIEL ROAD ELEMENTARY SCHOOL NO. BY DATE DESCRIPTION �" I� RECOMMENDED FOR APPROVAL: SAFE ROUTES TO SCHOOL PROJECT . °" 941 5 ALK ca 941 to o��s��ono CROSS--SECTIONS r I I� �� �l 940 940 ° RUSSE-LL S. 0 � THOM SON � DA ATHEY, P.E. 59384 EXP. 12/31/09 DATE o -V----7—FINISHED cr_l �� CITY OF ATASCADERO, CA 1 939 939 NO.C43069 APPRO D: �, GRADE Exp 3� ���p ....�__ 1050 Southwood Drive N C9�1 �� _ DRAWN BY DATE CA JOB NO. San Luis Obispo,CA 93401 5. �9T I o�� P 805.544.7407 F 805.5".3M ARR 2009-09-02 080648 -3O -2O -10 O p A� w:. - ,r1 F C THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF CL V CANNON. ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE CHECKED BY SCALE SHEET RUSSELL S. THOMPSON, P.E. 43069 XP 03/31/10 DATE OF THE SPECInED PROJECT AND SHALL NOT BE USED OTHERWISE OR PATRICK RIDDELL, P.E. 72034 EXP. 06/30/10 DATE G: REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON. AS SHOWN 10 OF 10