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HomeMy WebLinkAbout2001 - El Camino Real at Jornada QENERAL SUE QQ011105 QRADINQ blOTES. u, QENERAL PIEELINE QQb1DITIQNa ABB B B R E\i1 A TI 0�1,��� aLEGEND A. INFORMATION SHOWN ON ALL EXISTING IMPROVEMENTS ON 1. ALL GRADING SHALL CONFORM WITH PLANS AND SPECIFICATION A. ALL STATIONING IS BASED ON CENTERLINE OF PIPEAC ASPHALTIC CONCRETE NA NOT APPLICABLE TRACT BOUNDARY THESE DRAWINGS IS TAKEN FROM FIELD SURVEY AND CITY REQUIREMENTS AND THE 1997 UNIFORM BUILDING CODE, CHAPTER 33, UNLESS OTHERWISE SHOWN ON PLANS. AGG BASE AGGREGATE BASE NGVD NATIONAL GEODETIC VERTICAL DATUM PROPERTY LINE OF ATASCADERO RECORDS. THE CONTRACTOR .SHALL THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, AND THE B. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES ALUM ALUMINUM NTS NOT TO SCALE RIGHT-OF-WAY RECOMMENDATIONS AND REQUIREMENTS OF THE SOILS ENGINEER, UNDER VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO " TO MARK LOCATIONS AND SHALL POTHOLE ALL UTILITY APPROX APPROXIMATELY CURB BEGINNING OF WORK. ENGINEERED GRADING REQUIREMENTS'. CROSSINGS, PRIOR TO STAKING AND PRIOR TO ANY ARCH ARCHITECTURAL OC ON CENTER 2. BLANK ASSY ASSEMBLY OD OUTSIDE DIAMETER BACK OF CURB B. ALL CONSTRUCTION .WORK AND INSTALLATION SHALL PIPELINE EXCAVATIONS TO ALLOW GRADE'REVISIONS REVISIONS IFAVG AVERAGE OUT OUTLET GUTTER CONFORM TO HE CITY OF ATASCADERO STANDARD 3. AREAS TO BE GRADED SHA!! BE CLEARED OF ALL VEGETATION, NECESSITATED BY ACTUAL LOCATIONS. INCLUDING ROOTS AND OTHER MATERIAL UNSUITABLE FOR STRUCTURAL OS OFFSET SIDEWALK SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT FILL, AND SCARIFIED TO A MINIMUM DEPTH OF 12". C. DESIGN ENGINEER OR LAND SURVEYOR SHALL REVIEW ALL BC BEGIN CURVE EASEMENT TO THE APPROVAL OF HE CITY. CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. " BCR BEGIN CURB RETURN PCC PORTLAND CEMENT CONCRETE EXISTING 4. IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE D. HE CONTRACTOR SHALL CONTACT HE FOLLOWING UTILITY BCC BEGIN COMPOUND CURVE PCVC POINT OF COMPOUND VERTICAL CURVE RETAINING WALL C. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SCARIFIED AND COMPACTED TO A MINIMUM OF NINETY PERCENT (907) OF COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING BLDG BUILDING PG PRESSURE GAGE EXCAVATION AND SHALL VERIFY WHETHER OR NOT A BM BENCH MARK PI POINT OF INTERSECTION .COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING MAXIMUM DENSITY. THE FILL, MATERIAL OBTAINED FROM OTHER AREAS BO BLOW OFF PH PHONE THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL 2:1 SLOPE ON HE SITE MAY BE PLACED IN THIN LAYERS AND COMPACTED TO . Mp MINIMUM OF NINETY PERCENT (90%) OF MAXIMUM DENSITY. WHERE FILLS REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVE EXISTING CONTOURS , PERSONS AND PROPERTY THIS REQUIREMENT SHALL ARE PLACED ON SLOPES, A KEY SHALL BE CUT AT THE TOE OF THE SLOPE DURING EXCAVATION. B/W BACK OF SIDEWALK PP POWER POLE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL AT LEAST TEN FEET WIDE AND INTO FIRM NATURAL SOILS. AS THE UNDERGROUND SERVICE ALERT (USA) 800-642-2444 PRV PRESSURE REGULATION VALVE FINISHED GRADE CONTOURS WORKING HOURS; THE CONTRACTOR SHALL DEFEND, FILL MATERIAL IS PLACED UP THE SLOPE, BENCHES SHALL BE CUT AT PACIFIC TELEPHONE CO. - MEMBER USA OR 805-543-7868 C CURB PRVC POINT OF REVERSE VERT. CURVE WATER MAIN 8" W INDEMNIFY, AND HOLD HE ENGINEER, CITY, STATE AND REGULAR INTERVALS INTO FIRM NATURAL SOILS. SOUTHERN CALIF. GAS CO. - MEMBER USA OR 805-964-7821 CFS CUBIC FEET PER SECOND PSF POUND PER SQUARE FOOT CL CENTERLINE PSI POUND PER SQUARE INCH SANITARY SEWER 8"-----'--S OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR PACIFIC GAS & ELEC. CO. -- MEMBER USA OR 805-434-4429 CL CLASS PUE PUBLIC UTILITY EASEMENT STORM DRAIN -, :IgSD ALLEGED, IN CONNECTION WITH HE PERFORMANCE OF 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREA SHALL CHARTER COMMUNICATIONS 805-238-1397 CLR CLEAR PVCPOLYVINYL CHLORIDE WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY BE INSPECTED AND APPROVED BY A CITY ENGINEER AND BY THE CMP CORRUGATED METAL PIPE GAS MAIN G G SUPERVISING SOILS ENGINEER. CITY OF ATASCADERO 805-461-5035 FIRE WATER F F ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ATASCADER MUTUAL WATER CO. 805-466-2428 CO CLEANOUT R RADIUS EXIST. WATER LINE 8" W ENGINEER. 6. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL E. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND COMP COMPACTION RAD RADIAL CONC CONCRETE RC REINFORCED CONCRETE EXIST. SAN. SEWER 8" S D. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE TO i VERTICAL (2:1) UNLESS CERTIFIED STABLE BY THE SOILS ENGINEER, THE SITE HAVE BEEN BROUGHT TO SUBGRADE. CONST CONSTRUCTION RCP REINFORCED CONCRETE PIPE EXIST. STORM DRAIN 8" SD IMPROVEMENTS, WHEN COMPLETED, ARE IN ACCORDANCE AND APPROVED BY THE ENGINEER. CONT CONTINUOUS REINF REINFORCEMENT WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL SEMECY CUBIC YARD RRM REST ROOM EXIST. GAS G G 7. FILL MATERIAL, APPROVED BY HE SUPERVISING SOILS ENGINEER, READ REQUIRED EX. S.S. MANHOLE 0 INSPECTION. AS-BUILT PLANS ARE TO BE PREPARED SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES IN COMPACTED A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISHS.S. MANHOLE AFTER CONSTRUCTION IS COMPLETED. THE ENGINEER DET DETAIL, DELTA REQTS REQUIREMENTS THICKNESS, MOISTENED OR DRIED AS NECESSARY TO NEAR OPTIMUM GRADE IN PAVED AREAS AND TO 6" ABOVE FINISH GRADE DIA DIAMETER RT RIGHT S.S. LATERAL S CERTIFYING THE IMPROVEMENTS AND PREPARING THE AS- MOISTURE CONTENT, AND COMPACTED BY A APPROVED METHOD. IN UNTRAVELED LANDSCAPED AREAS. DIM DIMENSION R/W RIGHT OF WAY WATER SERVICE W BUILT PLANS SHALL BE PRESENT AT HE FINAL B. SANITARY SEWER PIPE SHALL BE PVC PVC SHALL DWGS DRAWINGS ROW RIGHT OF WAY WATER VALVE INSPECTION. 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETEDEq EACH RETWALL RETAINING WALL FIRE HYDRANT E. THE CITY MAY REQUIRE REVISION IN THE PLANS MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. D-1557-78 (MODIFIED TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE J)URING TO 3 LAYERS) AND SO CERTIFIED BY TESTS AND REPORTS BY THE JOINT ASSEMBLY. PIPE, FITTINGS, AND JOINTS SHALL EC END CURVE SS SANITARY SEWER EX. FIRE HYDRANT THE COURSE OF CONSTRUCTION. ALL REVISION SHALL BE SUPERVISING SOILS ENGINEER. SOILS TEST SHALL BE CONDUCTED AT BE IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS ECR END CURB RETURN S SLOPE STREET LIGHT NOT LESS THAN ONE TEST FOR EACH 18-INCHES OF FILL AND FOR EACH ASTM 3034. ECC END COMPOUND CURVE SCH SCHEDULE GAS LATERAL G SUBJECT TO THE APPROVAL OF THE DEVELOPER'S 500 CUBIC YARDS OF FILL. EGL ENERGY GRADE LINE SD STORM DRAIN C. THE CONTRACTOR SHA!! PROVIDE AS-BUILT INFORMATION UTILITY TRENCH P,Ph,CT�-- ENGINEER. AS TO EXACT LOCATION BY CENTERLINE STATION AND EL ELEVATION SHIT SHEET UTILITY SERVICE SV F. THE CONTRACTOR SHALL HAVE COPIES OF HE PLANS AND 9. ALL SOILS WITHIN 2 FEET OF FINISHED GRADE IN HE STREET SHALL ELEC ELECTRICAL SPEC SPECIFICATIONS SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL BE COMPACTED TO 95% RELATIVE COMPACTION. DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY EP EDGE OF PAVEMENT STA STATION PG&E BOX C] TIMES. ALL CHANGES OCCURRING DURING THE PROJECT CROSS THE EASEMENT OR STREET RIGHT-OF-WAY LINE AS EVC END VERTICAL CURVE STD STANDARD EXISTING PG&E BOX I� 10. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS SHALL WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE EX EXISTING STL STEEL PG&E ELECTROLIER Q CONSTRUCTION SHALL BE RECORDED ON THESE PLANS, AND CONFORM TO THE REQUIREMENTS OF ATAS. CITY STD. DWG X702 EG EXISTING GROUND SW STORAGE THEY SHALL BE TRANSMITTED TO THE PROJECT ENGINEER PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR PAC BELL PEDESTAL 14 TO INCORPORATE INTO THE AS-BUILT RECORD. 11. THE ROADBED SUBGRADE WILL BE SCARIFIED AND COMPACTED AFTER AS--BUILT DRAWINGS. SEWER LATERALS SHALL BE MARKED FF FINISHED FLOOR TB THRUST BLOCK SSMH fi G. ALL STATIONING SHOWN ON THESE PLANS REFER TdINSTALLATION OF ALL UNDERGROUND UTILITIES, AND BEFORE CLEARLY ON THE CURB FACE WITH A STAMPED "S". FG FINISHED GRADE TB TOP OF BANK SDMH G CENTERLINE UNLESS OTHERWISE NOTED. PLACEMENT OF AGGREGATE BASE IN ORDER TO ACHIEVE UNIFORM D. ' SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE FH FIRE HYDRANT TC TOP OF CURB CLEANOUT • �w � COMPACTION. SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER FL FLOWLINE TG TOP OF GRATE MONUMENT F H. THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL TIMES FLG FLANGE TEMP TEMPERATURE �o AND SHALL FURNISH, ERECT, AND MAINTAIN SUCH 12. SURFACE DRAINAGE SHALL NOT BE LESS THAN 2% EXCEPT FOR PAVED COMPACTION CERTIFICATION. FM FORCE MAIN TOE TOE OF SLOPE � FENCES, BARRICADES, DETOURS, FLAGMAN, LIGHTS AND SURFACES AND POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM E. SEWER MAIN SHALL BE ENCASED IN 1-SACK SLURRY MIX FW FACE OF WALL TV CABLE TELEVISION 0© FS FINISHED SURFACE TW TOP OF WALL SIGNS AS NECESSARY TO GIVE PROTECTION TO THE ALL STRUCTURES AND SLOPES. IN TRAFFIC AREAS AS INDICATED. FT FEET TYP TYPICAL . PUBLIC AT ALL TIMES. 13FTG FOOTING TF TOP OF FOOTING s . ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS �s CONTRACTOR WILL BE REQUIRED TO KEEP TWO-WAY RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED FROM THE TRAFFIC OPEN AT ALL TIMES UNLESS OHERW ISE TOR D AI MKOMN G GAS UTIL COMMON TRENCH UTILITIES APPROVED BY THE CITY. JOB SITE AND DISPOSED OF PROPERLY. GAL GALLON THE CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL 14. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING TERRACING SHALL BE A. DROP INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH GALV GALVANIZED VAR VARIES j PLAN PRIOR TO CONSTRUCTION AND SHALL PROVIDE THE SPECIFIED BY THE SUPERVISING SOILS ENGINEER PRIOR TO THE PLANS. GRATES SHALL BE ADEQUATE FOR STATE GB GRADE BREAK VC VERTICAL CURVE ted' CONSTRUCTION OF GRADED SLOPES. OF CALIFORNIA HS-20 TRAFFIC LOADING. GPD GALLONS PER DAY VCP VITRIFIED CLAY PIPE APPROVED SIGNS, LIGHTS, BARRICADES, AND FLAGGING. GPM GALLONS PER MINUTE VERT VERTICAL B. ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A" GRD GROUND �h I. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REINFORCED PORTLAND CEMENT CONCRETE. GUT GUTTER W WATER APPROVED BY THE CITY . REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN C. HDPE SHALL BE HANCOR SURE-LOK F477 PIPE WN{H SMOOTH INTERIOR GV GATE VALVE W/ WITH � AMOUNTS DAMAGING TO PROPERTY CULTIVATED VEGETATION AND AND ANNULAR EXTERIOR CORRUGATIONS. PIPE, JOINTS, FITTINGS AND WITHOUT TO SANTA ROSA RD - THE CITY AND STATE INSPECTOR SHALL BE NOTIFIED AT LEAST DOMESTIC ANIMALS, OR CAUSING A NUISANCE TO PERSONS OCCUPYING W/0 48 HOURS PRIOR TO THE STARTING OF CONSTRUCTION. ANY HC HANDICAP WATER METER ,Q� 2 BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR INSTALLATION SHALL BE PER MANUFACTURERS SPECIFICATIONS. HG! HYDRAULIC GRADE LINE WATER SERVICE �1�c,►• 10 �� �� � WORK DONE WITHOUT APPROVAL PRIOR TO NOTIFYING THE CITY SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING HORZ HORIZONTAL WATER SURFACE P 0 � �`� �� �,�i`' INSPECTOR MAY BE REJECTED AT THE CONTRACTORS FROM HIS OPERATIONS. DUST ABATEMENT MEASURES SHALL BE Hp HIGH POINTyyW WET WELL AND/OR OWNERS RISK. CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING INSPECTOR. WWF WELDED WIRE FABRIC �'�► J. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT JP JOINT POLE WELDED WORE MESH S0 5� 16. CONTRACTOR TO CALCULATE REQUIRED CUT AND FILL QUANTITIES. Q �� FROM THE CITY AND SHALL NOTIFY THE CITY INSPECTOR . ID INSIDE DIAMETER pP 2 48 HOURS PRIOR TO BEGINNING WORK. 17. PRIOR TO ANY GRADING THE CONTRACTOR SHALL BE RESPONSIBLE FOR INV INVERT 1�6�' SCHEDULING A PRE--CONSTRUCTION MEETING WITH THE AFFECTING IN INCHES \\\ �� 5� p►�` /�'� �� K. THE SOILS ENGINEER SHALL PERFORM R-VALUE TESTS AT AGENCIES. �\ �\\ PGG Q '� <<1 LOCATION APPROVED BY THE CITY AFTER ROUGH GRADING 18. CONTRACTOR SHALL BE RESPONSIBLE FOR A PRE-CONSTRUCTION MEETING L LENGTH 3 T OF THE SITE. THE FINAL PAVEMENT DESIGN BASED UPON PRIOR TO ISSUANCE OF ENCROACHMENT PERMIT. LpLIGHT POLE THE TRAFFIC INDEX AND THESE TESTS SHALL BE APPROVEDLP LOW POINT HTHE CA \ 19. E CONTRACTOR SHALL BE RESPONSIBLE FOR E PROTECTION OF ALL �� xx BY THE CITY. EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH LT LEFT �o. L. THE NAMES AND TELEPHONE NUMBERS OF THE PROJECT MONUMENTS OR MARKERS DISTURBED SHALL BE RESET AT CONTRACTORS' pC, ENGINEER, SOILS ENGINEER, SURVEYOR AND EXPENSE. MAIL MATERIAL MAX MAXIMUM _P CONSTRUCTION SUPERINTENDENT SHALL BE SUBMITTED AND 20. ALL ROUGH GRADING AND FINAL SOILS REPORT SHALL BE COMPLETED MFR MANUFACTURER KEPT ON FILE IN HE OFFICE OF THE CITY ENGINEER. AND APPROVED BY THE ENGINEER PRIOR TO ISSUANCE OF FINAL MGD MILLION GALLONS PER DAY % C>ss N�a65 APPROVAL. MIN MINIMUM M. THE ALLOWED HOURS OF OPERATION ARE 7.00 AM TO 7.00 MISC MISCELLANEOUS �s`�o,°o N PM, MONDAY THROUGH FRIDAY. ANY WORK REQUESTED ON 21. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE MH MANHOLE WEEKENDS AND HOLIDAYS MUST BE SUBMITTED IN WRITING ENGINEER, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING AT.LEAST'24 HOURS IN ADVANCE. DUST. Q � N. NO FIELD CHANGE SHALL BE ALLOWED WITHOUT WRITTEN APPROVAL BY THE DESIGN ENGINEER AND THE CITY 22. A SOILS ENGINEER SHALL SUPERVISE THE GRADING AND CERTIFY THAT ted, ALL GRADING HAS BEEN COMPLETED IN CONFORMANCE WITH THESE PLANS s ENGINEER. ..°o AND SPECIFICATIONS, CHAPTER 33 OF THE UNIFORM BUILDING CODE, �� tiS` 0. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE AND THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. A -�► PROJECT AND BE PLACED AT A SUITABLE DISPOSAL SITE. FINAL SOILS REPORT SHALL BE PROVIDED IN ACCORDANCE WITH P. IT SHA!! BE THE RESPONSIBILITY OF THE CHAPTER 33 OF THE U.B.C., SECTION 3317. CONTRACTOR(S) TO BE FULLY INFORMED OF AND TO 0 COMPLY WITH ALL LAWS, ORDINANCES, CODES, REQUIREMENTS, AND STANDARDS WHICH IN ANY MANNER may' TO SANTA BARBARA RD AFFECT THE COURSE OF CONSTRUCTION OF HIS PROJECT, QQbIQREIE ONDIDONt� THOSE ENGAGED OR EMPLOYED IN THE CONSTRUCTION, OR A. THE DESIGN ENGINEER OR LAND SURVEYOR SHALL REVIEW ALL CUT SHEETS THE MATERIALS USED IN THE CONSTRUCTION. FOR CURB, GUTTER AND SIDEWALK PRIOR TO CONSTRUCTION. Q. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE B. THE CITY OF ATASCADERO DOES NOT INSPECT LINE OR GRADE OF PROTECTION OF ,THE PUBLIC AND PRIVATE PROPERTY PUBLIC IMPROVEMENTS. THIS SHALL BE THE RESPONSIBILITY OF THE ADJACENT TO THE WORK AREA AND SHALL EXERCISE DUE DESIGN ENGINEER OR LAND SURVEYOR. CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR SHALL REPLACE AND REPAIR TO THEIR C. THE CONTRACTOR SHALL CALL THE PUBLIC WORKS INSPECTOR 48 HRS. ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS IN ADVANCE FOR INSPECTIONS ON TRAFFIC CONTROL, SUB-GRADE, BASE, WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT AND PAVING. SHEETX. D. CONTRACTOR TO SUBMIT COPIES OF COMPACTION TEST PERFORMED BY THE DESIGNED FOR REMOVAL, AND ARE DAMAGED OR REMOVED _i � . AS A RESULT OF HIS OPERATIONS, AND BE REQUIRED TO SOILS ENGINEER ON SUB-GRADE AND BASE. SHEET C1 .0 -- TITLE SHEET & NOTES REPAIR OR REPLACE SAME TO THE SATISFACTION OF AND AS SHEET C2.0 -- EL CAMINO REAL STREET IMPROVEMENTS DIRECTED BY THE CITY INSPECTOR OR UTILITY COMPANY, ASEHALI QQNDI11Q1H R. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN A. THE DESIGN ENGINEER OR LAND SURVEYOR SHALL REVIEW ALL CUT SHEETS SHEET C2.1 -- ACCESS ROAD STREET IMPROVEMENTS THE RIGHT-OF-WAY SHALL HAVE AN APPROPRIATE z FOR PAVING PRIOR TO CONSTRUCTION. CONTRACTORS LICENSE, A LOCAL BUSINESS LICENSE, SHEET C2.2 -- ACCESS ROAD STREET IMPROVEMENTS AND SHALL OBTAIN AN ENCROACHMENT PERMIT AS B. THE CITY OF ATASCADER UBU MPROVEMENTS. HIS DOES GRADE O BE THE RESPONSIBILITY OFT INSPECT LINE OR HE SHEET C3.0 DETAILS REQUIRED BY ANY AGENCY. DESIGN ENGINEER OR LAND SURVEYOR. C. THE CONTRACTOR SHALL CALL THE PUBLIC WORKS INSPECTOR 48 HRS. aA.25 OE ELEYADON IN ADVANCE FOR INSPECTIONS ON TRAFFIC CONTROL, SUB-GRADE, BASE, FOR THIS SURVEY IS A SET 1/2 REBAR HAVING AN AND PAVING. ELEVATION OF 939.71'. D. CONTRACTOR TO SUBMIT COPIES OF COMPACTION TEST PERFORMED BY THE R E V I SOILS ENGINEER ON SUB-GRADE AND BASE. 10797 EL C A M I N O REAL STREET IMF]'R 4 VE M E N TS CiV�t ideas and d and specifications, and the NO. BY DATE DESCRIPTION These tans designs incorporated herein, are r instruments of sevice prepared for the TITLE/NOTES SHEET o T F� construction of work shown hereon and S� shall not be used in whole or n part or any other project without written authority R THOMPSON CONSULTING of R Thompson Consulting. CI Y OF ATASCADERO, CA. E NO.C306 CIVIL ENGINEERING Copyright 0 2000 Russell S. Thompson, PLANNING SHEET: R Thompson Consulting. All rights reserved. Copies of this drawing shall ACCEPTED BY: PROJECT MANAGEMENT 05-16-0 1 0 have this notice. 7400 MRO ROAD T N R.C. 43069 EXP. 3-31-04 DATE ATASCADERO, CA. 93422 RUSSELL S HOMPSO 3/31/04 DRAWN BY: DESfGNED BY: CHECKED BY: SCALE: JOB NUMBER SHEET NO: ms.µ...,..._...._...,.. 805 462-1375 License Expires Date Signed CITY ENGINEER DATE " ' MD MD RT 1 = 20 00--049 1 at= 5 (SE A!Q!QESS ONE E SHEET Q2 L ........ z o . .... z 0 z (n z W cr_ W W I WO z 0 D 0'0 cr_ iE 0- 0- W cr_ 0- D g 00 Z z D W PARCEL A OF LOT 1 OF W�-o lk PORTION OF LOT 4 LU PORTION OF LOT 4 z 00 W z Wt I= PARCEL MAP AT84-100 W PARCEL MAP AT89-055 152 O.R. 179 F5 152 O.R. 179 0 to 1X0 0 0 0 0 0 > car% r-a. OD 0-UJ (0 Ul) (000- 00 ,.` .1 -I - .1 -.1 - !�,` --- + + 0 04 OD 0 + +V + C)l 00 Zoo 04 z f oia ESTA 4;- 0) Cr=-'l'04956" RELOCATE PHONE PED 5 .1 N." 8 U)MOCe R=7500.0 BEHIND SIDEWALK 1;g-14L659 -,w.....anwavoo-vw- 900�0 4- CURVE TABLE '0 to CURVE LENGTH RADIUS C2 24.31 15.00 yy V _7 C11 21.93 15.00 -TpS, �2 C3 33.14 499.00 W ---_1 W 2 T` W 2"- W ELI ...... IN 2`- W 2 W -12` W ............:­­ 32.91 113.00 C4 11I.J." HI-, 0 C5 27.03 99.00 to C6 18.82 5.99 8 C7 27,30 100.00 "No now *Run Ma "am MW ""M Man. r "M V� MW MW mm am C8 27.30 100.00 wzwagm Anmaw owaam aftmo, Mamma ISAWOM 8 SS SS VV&A1A&'9 MOM 8" SS 8" C9 12.57 4.00 ft SS Mom now am= MW "0" 16M .W MM jww­m. jwjow� 4000cmom offmwovmw VM".- --m mw�vav, I�- =4 4ft�.�w4v �­w� 10+00 ,,�rmw mom 06M MOM � -i' -"m 12070'007-7 iiiii� ;Now om i"w 9 0 8+29.96 NN le. R=7450.0' o 13+00 "NOW-14W mmo'-dow W-Nwuwaaw mw."Mm VMrw��, M 0; Cn Ui (Nq 3" G G 3" G 31, G 3" "a 3 G --+. 3�--- G G G- G 3" 00 001� 0 %1.12�� AMTRWR WM =M mom MW + z W"* "M now mom amm mom vom *=W U� WSW unm won � M= NX= � -M -0 -va mw 4" cr 0 WV 0 a-I WW 0 0z C*q Q 0 1 Ul) 0 z EL: 939.71 z 0 1/2" REBAR + 0 + + +z z 00 .94 Z5 La IUJ z W Cn (n (n M ------------ ------------ A A166 EL -CAld is,Q PLAN Y1 REEERENQE NQ S 1 CONSTRUCT CONCRETE CURB PER ATASCADERO CITY STD. DWG. #418. 2 CONSTRUCT CURB & GUTTER PER ATASCADERO CITY STD. DWG. #418. 0 2W CONSTRUCT ROLL CURB & GUTTER PER DETAIL 'B1, SHEET C2.11, C2.2. 1 INCH 20* CONSTRUCT 10' SIDEWALK PER ATASCADERO CITY STD. DWG. #419. STA. 11+68.60 941 941 To— 7' 7 .. ............... ... ....... ..................... .............. ........... ................ . .......... ....... ......... CONSTRUCT CROSS GUTTER PER ATASCADER0 CITY STD. DWG. #421. 940 940 1\ A A C 2- ................. ............. ......... ............... ...... ........... 6 CONSTRUCT SIDEWALK RAMP PER ATASCADERO CITY STD. DWG. #420. 939 939 . ...... ........... ........... ......... ............. .............. . ........... .......... .......... .............. ................ ............ ...... .............................. ......... ..... ............... ............. ............ .............. --ST................................ 10- 79'.8 13' t .....................!............ .......... ............................. .......... 0 11+04A .............................. 7 CONSTRUCT SIDEWALK RAMP PER DETAIL W, SHEET C2.0. .......... ............ .......................... 938 938 .......... ............................ ...... ........... ...................... ........................... E TING U5H ............ ............ ...... ............ ...................... ............. ........ ........ ........... ................. ........... . .......... ........ 2.1i ...... 9 ...... ......... ............... ...... ...... AJ -40 -20 0 SAWCUT EXISTING PAVEMENT PER PLAN OR UNTIL STRUCTURAL COMPETANT in ............. ............................ ........... ............. Ab ........... ..................... . ........ ............ ........... SECTION IS FOUND. ................ ............... ............ ............ .................... .............. 2 K �0­110 co .................. .......... ............ ......................... .............. '5 Qq STA. 11+50.0 .......... ................ ..........1"... . I Z+ ......................... ................................... ........... ............ -YC ...... .... .......... ................. ............. -)................... ............ ....... ........... ................ 1.�................................... .................... ...... ........ Alf% CONSTRUCT COMMERCIAL DRIVE APPROACH PER ATASCADERO CITY STD. DWG. > -939-.-68 941 950 941 17 .............. .......... .......... . ...... ....................... ............ .........................­­"� ­,""', e ............ #423. .......... ...... ........... ............... ............. .............. .............. ............... ...................... ................ .......... 7. ..... ............. ....... ...... ..................... .................. 4Z C14 940 940 00' .......... .. ...................................... . ..... ......................... ........... .......... .................. "I;............. ... ... .............. ......................... INSTALL WATER METER PER ATASCADERO MUTUAL WATER CO. .......... Z ................... W 0) .. ........ �OD . ............ ............................... ............ ........ ...... 939 ....................................... ......................... M ................... ...... ................. ........... �V) INSTALL BACKFLOW PREVENTOR ASSEMBLY PER ATASCADERO MUTAL WATER 939 .................... .............. ..................... ......... ....... ........... ................ ........ ....... ............ .. ........... UJ CO. 938 938 OD 00 .......... ............. ................. ........... ............. ....... ...... .......... ............. -40 -20 0 ............ ............ .............. .......... .......... .......... ............ .......... ...... ......... .......... ............... ....... ........... .......... -TAP EXISTING WATER MAIN. 12 HOT .......... .............. .............. .......... ...... ............. .............. ............ ............. .............. ........ .......... + ........... ............. .......... ............. ........... .......... STA. 11+25.0 LU 13 IN INLET PER ATASCADERO CITY STD. DWG. #502. 945 t 6 00 945 C ..... ..........1-............ .......................... ......................................... .......... ....... io 941 941 ........... .......... .............. ............. .......... ........................... ............... 0) ........... .......... ............. ........................ .......... ..................... ...................... ............. ........ .......... ......... ........... INSTALL 8" SDR 35 PVC SEWER PIPE. 14 940 940 ............... 'LONG ............ A ............ .......... ............ .............. ........... .......... .......... ............ ........... ....... U ........... C RE ...................... ............. ............ ............... ....... ........ ......... ........ .......... .................... .......... CONSTRUCT SEWER MANHOLE PER ATASCADERO CITY STD. DWG. #606. , 1111-1-1,11- ........... .......... 939 ........... 939 ............. .................... ......... ........ ...... .................. ........... ........................ ........... ............. %J................................ .......... ................ ................... ............... I-------------- f.................. .......... .... ................ .............. ... ....... ............ ............. ......... 'EN .................. ................. INGI-0130-VNI) A ........... ................ ........... ..... ......I ............ INSTALL CORE CONNECTION TO EXISTING MANHOLE BASE AND GROUT AS -40 -20 0 ............. ................ ................ REQUIRED FOR WATERTIGHTSEAL. ............. 91 - STA. 11+00.0 40 INSTALL CONCRETE PAVERS, AIR VOL CHUMASH. COLOR GREY. FLUSH JOINTS, 942 942 940 7777V ........... ......... ............. ................. ......... ................ ................. .......... .......... .......... ....................................... ........................... ............ ......... .............. ............. ............ . ..... ------ ......... -PROPOS ....................... ....... ........... ........... ............................. .................................. ......... 941 U SUB-BASE OINTS (1" BEDDING SAND/6" AGG. BASE/ 12" AGG. 941 eD RADE) ............ TC -. 4 .......... ............... .......... ........... . . ....................... .......... .......... ............ .................. .. . ....... .................. ..... ......... ...................... .......... ........... ......... .......... ............ ................. ................. ................................ .............. ......... ...................... ......... ...... ......... ........... .......... .......... ......... ........... .............. ............. .......................... ................. ............ .......... .. ............. ...................................... ......... .............. 940 940 ............. ...... ..................................... .......... ............ ............... .......... ............ ............. ............ .............. -STATE CONCRETE PRODUCTS OR INSTALL CB24 CATCH BASIN PER MID .......... ........... ........... EQUIVALENT. PROPO PRO 'N 12 a CU B.-F L0.WURE-­.,,,`. ...................... ............... ............ ................ ....... ...... ............. 939 939 ..............I .......... ................ ...... ..................... ............ ................... ............................................. ........... ...... ....... ................................ ............. ............ ............ ... ............... SCALE -40 -20 0 .......... .......... ........... ........... .......... ............. ........... ............ .................................................. ................ ................. ............. ........... 'C'. SHEET C2.2 ........................................... I ......... .......... .................. ............. ........... ................. .............................. ....... HORIZ.: 1 ........................... .................�L ............... ................... ............. ..... ... ...... ......... ............. ...................... 19 CONSTRUCT HEADWALL PER DETAIL =20' ........... ......... ......... ........ .......... ......... ............ .............. ............... ....... ............................ VERT. 1"= 4' TC STA. 10+75.0 ------ 935 20 CONSTRUCT SEWER MANHOLE PER SHALLOW MANHOLE DETAIL, SHEET C3.0. 941.14 942 942 4= 941 941 0) OD oo to N in 00 co to CNI 04 V- V-: 0 940 940 CNI eq 0 A UTILITY COMPANY SIGNATURES q* 1* It 0)'q* in 0) 0)0) 0) -01 0) C* 0) ccb) 0) 0) 939 939 -40 -20 0 WATER COMPANY DATE 940.89 FL STA. 10+50.0 8+50 9+00 10+00 10+50 11+00 11+50 12+00 12+50 942 942 R/W CL 941 50* P.G&E DATE 941.23 940 940 26.5' -40 -20 0 1 SOUTHERN CALIFORNIA GAS DATE lot 13.5 D STA. 10+25.0 X <W 942 942 V) DATE 12 941 T9-41-- =C - 941 A 940 940 CHARTER COMMUNICATI DATE -40 -20 0 00 .0 2.0" AC PAVEMENT MIN. OVER FLUSH CURB- 6" CURB R E V I S 1 ,,0 N S STA. 10+00 943 943 6" CLASS 11 AGG. BASE MIN. STREET IMPROVEMENTS These plans and specifications, and the NO. BY DATE DESCRIPTION 941. 100' GIV EXi-TING (1)RB, GUTTER SIDEWAI.K) 12:11 MA IL 942 CONSTRUCT 6" CONC. CURB, 18" GUTTER ideas and designs incorporated herein, are 942 2-.2 instruments of sevice prepared for the Ti AND 10' SIDEWALK PER CITY OF ATASCADERO FLUSH CURB construction,of work shown hereon and 10797 EL CAMINO REAL 941 941 STD. DETAILS #418, 419. A shall not be used in whole or in part for r I any ot C 940 SAW-Cj-U 940 her project without written authority R THOMPSON CONSULTING 0 -40 -20 0 f R Thompson Consulting, CIVIL ENGINEERIN qF ATASCADERO, CA. STRUCTURAL SEC11ON SHALL BE 6" CURB LIG.NO.C43069 ING IYY A DETERMINED BY "R" VALUE OF ussell S. Thompson, SHEET: PLANNING ting. All rights SOIL AT SUBGRADE AND T.I.=7.0 6" CURB ACCEPTED BY: PROJECT MANAGEMENT 04-18-01 d, Copies of this drawing shall have this notice. C2mO 7400 MORRO ROAD R.C. 3069 EXP, 3-31-04 DATE RUSSELL S. THOMPSON ATASCADERO. CA. 93422 HAM E C"EIAL SIDEWALK,IYPIQAL FOREET SEQ1 PA OF 11 0 3/31/04 DRAWN BY: DESIGNED BY-.1 CHECKED BYL SCALE: JOB NUMBER SHEET NO: N.T.S. N.T.S. (805) 462-1375 License Expires Date Signed CITY ENGINEER DATE MD M D RT 1 20" 00-049 2 OF 5 co REFERUKE , NOTES: CONSTRUCT CONCRETE CURB PER ATASCADERO CITY STD. DWG. #418. ILU Icr_ cr_ to L': CONSTRUCT CURB & GUTTER PER ATASCADERO CITY STD. DWG. #418. '04 114 '04 to 0 00 I00 0) U)A CONSTRUCT ROLL CURB & GUTTER PER DETAIL '13', SHEET C2.1, C2.2. 1* rn C14 00 0 OR >2M(6 coo 00 0i to 0 V t.- 0 00 Z W_Cr 4 CONSTRUCT 10' SIDEWALK PER ATASCADERO CITY STD. DWG. #419. + + + + + + I.- tn U') 04 0 C*4 04 C14 04 00 10 CD te) U� Ci 0 5 CONSTRUCT CROSS GUTTER PER ATASCADERO CITY STD. DWG- #421. 17 RAISE/REPLACE EXISTING PAVERS TO FINISHED GRADE C1**q It c4cin 0 in in 6 C4 (n 0 in 6 (n Cn 0<0+ 0 6 CONSTRUCT SIDEWALK RAMP PER ATASCADERO CITY STD. DWG. #420. N5518'03"E 34 WO Oft Mb�dft A* as am wwo am on�dft do dog*=do to am 7 co CONSTRUCT SIDEWALK RAMP PER DETAIL W, SHEET C2.0. + Lf) SAWCUT EXISTING PAVEMENT PER PLAN OR UNTIL STRUC RAL COMPETANT TU < 0 SECTION IS FOUND. UJ CONSTRUCT COMMERCIAL DRIVE APPROACH PER ATASCADERO CITY STD. DWG. #423. C) INSTALL WATER METER PER ATASCADERO MUTUAL WATER CO. UJI z ids Wb dWNWMkW 4M 4�ft 4D 111�ab do .......... INSTALL BACKFLOW PREVENTOR ASSEMBLY PER ATASCADERO MUTAL WATER ..... .... CO. N 'all 0 NG WATER MAIN. HOT-TAP EXISTI" ...........-0 Z ............................ *0 CONSTRUCT STORM DRAIN INLET PER ATASCADERO CITY STD. DWG. #502. Ld U W 8- SIDEWAkK EASEMENT 14 INSTALL 8" SDR 35 PVC SEWER PIPE. JMENT 2001-0270954,O, - 15 CONSTRUCT SEWER MA ERO CITY STD. DWG. #606. cr_ og 09 U W..... 0C 16 INSTALL CORE CONNECTION TO EXISTING MANHOLE BASE AND GROUT AS CK Ix REQUIRED FOR WATERTIGHT SEAL. C4 1b 0 1P0 INSTALL CONCRETE PAVERS. AIR VOL CHUMASH. COLOR GREY. FLUSH JOINTS,I0:: 73 I00 i. . 4�1 0 INTS (1- BEDDING SAND/6- AGG. BASE/ 12- AGG. C*4 IC4 to SUB-BASE/ 95% COMPACTED SUBGRADE) I0+ +"C) +CK fe) 00 0 C14 IEQUIVALENT. 0i lCNI INSTALL CB24 CATCH BASIN PER MID-STATE CONCRETE PRODUCTS OR Lr) 0) 0 19 CONSTRUCT HEADWALL PER DETAIL V, SHEET C2.2 > (6 C� 0 i�6 16 C-4 C-4(O 0) 9. Lf) + + + + + 20 CONSTRUCT SEWER MANHOLE PER SHALLOW MANHOLE DETAIL, SHEET C3.0. + +0 C14 C4 0 eq to C14 ,DOCUMENT No. 2001-027093 in in 6 (n 0 (n in ch (n ICCESS ELAN "NEW CURVE TABLE CURVE LENGTH RADIUS to 0 20' 4W C1 21.93 15.00 C2 24.31 15.00 C3 33.14 499.00 1 INCH 20' C4 32.91 113.00 C5 27.03 99.00 C6 18.82 5.99 III............. .......................... .......... ..............�rl 4 - . .............................. ............ ................. ................. C7 27.30 100.00 I .... ............4........... ........................ ........................... ........... ............ ..................... ............ C8 27.30 100.00 ................... ... .......... ......... ....................... .................................Ey.- '9 II.......... ... .......... HtGK- 4, G .................................................. .......... ..................... t............ .................... .....................'-'2+' 54 STA 4 �,00 VC,IH(GH PIN'T' ............... .......... ............. ... ...0 ",VC............... ............. ............... ............. ...........ELEV---:-�­---944-;44.......... .......... .... ......... ,A.D It-------------*4 9 950 ........... ...... ........... .................... ................ ....... ..........940. 1 il,............ ............................. ........ .............. ........ ........ ................ ........... ............. .... ........................ ........... ........... )-,- --,-- �--*111--l- . .............11.50 ........... ..........0.70 to .......... .............. ............................. .................. ........... > ..........I40­1_1­­_-1�-­-'­­,........................ .................. ........................ ........ ............. ............ .......................................... ...... .......... '­-­­­­�........... .......+............ ........ ...I .......... ........................................ I........... I18" 12" ..............._'GRAI�E­............ ....................... �4-to 1PR0P)SE6­'FIk(SHFD­ 945 945 ------- .............. ............... ........................ ...... .......... IR=.5" ............... ............. ......I7 ............ .............. ............................. ........... ......... Jnqy,,�.......... ......................... .................. .......... ........IR=.5............ . ......+ R=6" I .......... R=12" .............. ... ......................................... ............ ................ ............ ..................... .............. ....... .............................. ........... --­............go," ............ .......... C14 .............. .................. .................. ............ .......................... ...... ........... .......... ........................I 940 ..............940 ............. ...................... ..................... ....... .................................................................................................. ............. ............... .......................... ...........t7 t............. ... ................ ............ .............................. .......... ........ II.......... .......... .............. ......... ............ ........... ............... .................................... .................................... ....... ...... ........ .......... NOTE: SEE CAL-TRANS STD. PLAN A87 TYPE 'E' I .......... ................................. ............................. .............. ............ ....................I ............................ ............ ......... ......... ..........................2 -VC 3' 44.......... .... ............. ............. ............... ................... ........... ..................... ........... ........... .............. . ........ I............... I.......... ..................... ......... ....... ...................... ..........I.......... ...... . RQLL CURE! AND GUTTER QUAIL 2082 142 935 1 C IW. N.T.S. ........... ............................................I'�..�,�,,�.I.Ill,�...".,.�,,�.,Ill"L"�' .11 1.11_I .......... ................. ............................ I............. ............ 11_1­1_.�.......... .......... .............-C14, Li C-4.......... .......................... L) ..........I30 ....................... ............. I I.- ,,,,M� ­11­1.111,� 111.1 .......... ............... ............. ................. ....... ........... ............I'C*V......................... 4M, ............................... ......................... ................................ ................ ................ .......... .................0) 0 PL PL 930 a) ........................ ................................... ............... ... ................................ z ................., -I----1.­�r. _1 11'..., ................................... _­­........... .................. W 28' ACCESS & P.U.E. ............ ..... 80........... .............. ................... I ............................I.......... ............ ........... ................. .................. ..................... .............. ............ .......... 2 120 129 18".5 II .......... ...... I........... ........ .........I", .............. ............ TO OF CURB w 'SOU1,14 RE t ..................... .................. .......... ......... ...................... I............. ........... 18" 6 ............. I2.o7, .......... .......... ........ PATH 0 ..........t 8t GNM ....... 0- 0 925 0: .............. ... ... ................... ................................. .......... SCALE I .................. .................................. .......... .......... ........... .......... .......... ................................... .................... ........... ........... IHORIZ.: 1"=2V EXISTING DRIVEWAY SECTION ............. .............. ............... ........... .................................. ............. ............... ........ . ....... R............. 2" A.C. OVERLAY 2" A.C./ 6" CL. 11 AGG. BASE 0 PATH W T_ 1 4*.............. .......... ............. ...... ............. ........................ ............ I .......... ..................... .......... ............. . ................... ........... .......... ....................... ........... ......... ............. ROLL CURB PER DETAIL *B'. SHEET C2.1. ................... ...................................... .......... ............ .............. .............. ...... ................. ............. ........................... .................................... ............... .............. ............ 920 920 T%7"EICAL DIRIYE AMESS SECDON win p,(0 4n1C,4 C4 0 00 1* to N.T.S. 00 n .0 O(O 00 V7 ci C� C4 Ci 6 0 06 It *.t 'It It 0) 0)V V 1* Cb 14*A 0) 0 10r) 0)(7) 0$ 0 01) 0)0) 0 0) 4M 0) CA 010)1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 R E V I S I 0 N S ........... STREET IMPROVEMENTS These plans and specifications, and the NO� BY DATE DESCRIPTION 0 CIVIL ideas and designs incorporated herein, are instruments of sevice prepared for the \IS.TN ACCESS DRIVE 70 construction of work shown hereon and shall not be used in whole or in part for A any other project without written authority R THOMPSON CONSULTING CITY ASCADERO, CA. of R Thompson Consulting. G POF AT LIC.NO.043069 CIVIL ENGINEERIN Nyl A /1 /I ussell S. Thompson, PLANNING SHEET: ting, All rights reserved. Copies of this drawing sholl ACCEPTED BY: PROJECT MANAGEMENT 5-22-01 4 hove this notice. W 7400 MORRO ROAD -31-04 DATE RUSSELL S. THOMPSON R,C.E. t3019 EXP, 3 jF ATASCADERO, CA. 93422 3/31/04 DRAWN BY: DESIGNED BY: CH'&-*ED BY: SCALE: JOB NUMBER SHEET NO: License Expires Date Signed CITY ENGINEER DATE (805) 462-1375 IVID MID RT 1 20' 00-049 3 OF 5