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Home My WebLink About2001 - El Camino Real at Jornada19 TO SANTA BIKE LINE LEGEND TRACT BOUNDARY PROPERTY LINE RIGHT-OF-WAY CURB BACK OF CURB GUTTER SIDEWALK EASEMENT EXISTING RETAINING WALL 2:1 SLOPE EXISTING CONTOURS FINISHED GRADE CONTOURS WATER MAIN SANITARY SEWER STORM DRAIN GAS MAIN FIRE WATER EXIST. WATER LINE EXIST. SAN. SEWER EXIST. STORM DRAIN EXIST. GAS EX. S.S. MANHOLE S.S. MANHOLE S.S. LATERAL WATER SERVICE WATER VALVE FIRE HYDRANT EX. FIRE HYDRANT STREET LIGHT GAS LATERAL UTILITY TRENCH UTILITY SERVICE PG&E BOX EXISTING PG&E BOX PG&E ELECTROLIER PAC BELL PEDESTAL SSMH SDMH CLEANOUT ►Anr a u,ActiT 8* W QENERAL SUE QQ011105 8»_.__.._._- S QRADINQ blOTES. u, I BSD QENERAL PIEELINE QQbjDITIQNa ABB B B R E \i1 A TI OrI,� � F F- 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 PIPE AC ASPHALTIC CONCRETE NA NOT APPLICABLE -- S THESE DRAWINGS IS TAKEN FROM FIELD SURVEY AND CITY W -�f REQUIREMENTS AND THE 1997 UNIFORM BUILDING CODE, CHAPTER 33, o -- UNLESS OTHERWISE SHOWN ON PLANS. AGG BASE AGGREGATE BASE NGVD NATIONAL GEODETIC VERTICAL DATUM SV OF ATASCADERO RECORDS. THE CONTRACTOR C] THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, AND THE B. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES ALUM ALUMINUM NTS NOT TO SCALE .SHALL VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO G RECOMMENDATIONS AND REQUIREMENTS OF THE SOILS ENGINEER, UNDER � ENGINEERED GRADING REQUIREMENTS. A. TO MARK LOCATIONS AND SHALL POTHOLE ALL UTILITY APPROX APPROXIMATELY BEGINNING OF WORK. CROSSINGS, PRIOR TO STAKING AND PRIOR TO ANY ARCH ARCHITECTURAL OC ON CENTER B. ALL CONSTRUCTION .WORK AND INSTALLATION SHALL 2. 3. BLANK AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION, PIPELINE EXCAVATIONS TO ALLOW GRADE'REVISIONS REVISIONS IF ASSY AVG ASSEMBLY AVERAGE OD OUT OUTSIDE DIAMETER OUTLET CONFORM TO THE CITY OF ATASCADERO STANDARD INCLUDING ROOTS AND OTHER MATERIAL UNSUITABLE FOR STRUCTURAL NECESSITATED BY ACTUAL LOCATIONS. OS OFFSET 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 TO THE APPROVAL OF THE CITY. CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. BCR BEGIN CURB RETURN PCC PORTLAND CEMENT CONCRETE 4, IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE D. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY BCC BEGIN COMPOUND CURVE PCVC POINT OF COMPOUND VERTICAL CURVE 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 PI PRESSURE GAGE COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING MAXIMUM DENSITY. THE FILL, MATERIAL OBTAINED FROM OTHER AREASEXCAVATION AND SHALL VERIFY WHETHER OR NOT A BM BO BENCH MARK BLOW -OFF PH POINT OF INTERSECTION PHONE THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL ON THE SITE MAY BE PLACED IN THIN LAYERS AND COMPACTED TO 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 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 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 CFS CURB CUBIT FEET PER SECOND PRVC PSF POINT OF REVERSE VERT. CURVE POUND PER SQUARE FOOT INDEMNIFY, AND HOLD THE ENGINEER, CITY, STATE AND � REGULAR INTERVALS INTO FIRM NATURAL SOILS. SOUTHERN CALIF. GAS CO. - MEMBER USA OR 805-964-7821 CL CENTERLINE P SI POUND PER SQUARE INCH 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 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREA SHALL CHARTER COMMUNICATIONS 805-238-1397 CLR CLEAR PVC POLYVINYL CHLORIDE WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY BE INSPECTED AND APPROVED BY A CITY ENGINEER AND BY THE CITY OF ATASCADERO 805-461-5035 CMP CORRUGATED METAL PIPE ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR SUPERVISING SOILS ENGINEER. ATASCADER MUTUAL WATER CO. 805-466-2428 Co CLEANOUT R RADIUS ENGINEER. 6. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL E. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND CAMP CONC COMPACTION CONCRETE RAD RC RADIAL REINFORCED CONCRETE D. A REGISTERED' CIVIL ENGINEER SHALL CERTIFY THAT THE TO 1 VERTICAL (2:1) UNLESS CERTIFIED STABLE BY THE SOILS ENGINEER, THE SITE HAVE BEEN BROUGHT TO SUBGRADE. CONST CONSTRUCTION RCP REINFORCED CONCRETE PIPE IMPROVEMENTS, WHEN COMPLETED, ARE IN ACCORDANCE AND APPROVED BY THE ENGINEER. CONT CONTINUOUS REINF REINFORCEMENT WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL CY CUBIC YARD RRM REST ROOM INSPECTION. AS -BUILT PLANS ARE TO BE PREPARED 7. FILL MATERIAL, APPROVED BY THE SUPERVISING SOILS ENGINEER, READ REQUIRED SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES IN COMPACTED A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH DET DETAIL, DELTA REQTS REQUIREMENTS AFTER CONSTRUCTION IS COMPLETED. THE ENGINEER THICKNESS, MOISTENED OR DRIED AS NECESSARY TO NEAR OPTIMUM GRADE IN PAVED AREAS AND TO 6" ABOVE FINISH GRADE DIA DIAMETER RT RIGHT 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 BUILT PLANS SHALL BE PRESENT AT THE FINAL B. SANITARY SEWER PIPE SHALL BE PVC : PVC SHALL DWGS DRAWINGS ROW RIGHT OF WAY INSPECTION. 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. D-1557-78 (MODIFIED BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED EA EACH RETWALL RETAINING WALL E. THE CITY MAY REQUIRE REVISION IN THE PLANS 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 TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE J)URING SUPERVISING SOILS ENGINEER. SOILS TEST SHALL BE CONDUCTED AT BE IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS ECR END CURB RETURN S SLOPE THE COURSE OF CONSTRUCTION. ALL REVISION SHALL BE NOT LESS THAN ONE TEST FOR EACH 18 -INCHES OF FILL AND FOR EACH ASTM 3034. ECC END COMPOUND CURVE SCH SCHEDULE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S 500 CUBIC YARDS OF FILL. EGL ENERGY GRADE LINE SD STORM DRAIN ENGINEER. C. THE CONTRACTOR SHALL PROVIDE AS -BUILT INFORMATION EL ELEVATION SHIT SHEET F. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND 9. ALL SOILS WITHIN 2 FEET OF FINISHED GRADE IN THE STREET SHALL AS TO EXACT LOCATION BY CENTERLINE STATION AND 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 TIMES. ALL CHANGES OCCURRING DURING THE PROJECT CROSS THE EASEMENT OR STREET RIGHT-OF-WAY LINE AS EVC EX END VERTICAL CURVE EXISTING STD STL STANDARD STEEL 10. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS SHALL WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE CONSTRUCTION SHALL BE RECORDED ON THESE PLANS, AND CONFORM TO THE REQUIREMENTS OF ATAS. CITY STD. DWG ;702 PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR EG EXISTING GROUND SW STORAGE THEY SHALL BE TRANSMITTED TO THE PROJECT ENGINEER 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 G. 1 ALL STATIONING SHOWN ON THESE PLANS REFER Td INSTALLATION OF ALL UNDERGROUND UTILITIES, AND BEFORE CLEARLY ON THE CURB FACE WITH A STAMPED "S". FG FINISHED GRADE TB TOP OF BANK CENTERLINE UNLESS OTHERWISE NOTED. PLACEMENT OF AGGREGATE BASE IN ORDER TO ACHIEVE UNIFORM D. ' SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE FH FL FIRE HYDRANT FLOWLINE TC TG TOP OF CURB TOP OF GRATE H. THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL TIMES COMPACTION. SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER FLG FLANGE TEMP TEMPERATURE 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 FINISHED SURFACE TV CABLE TELEVISION SIGNS AS NECESSARY TO GIVE PROTECTION TO THE ALL STRUCTURES AND SLOPES. IN TRAFFIC AREAS AS INDICATED. FS FT FEET TW TYP TOP OF WALL TYPICAL PUBLIC AT ALL TIMES. CONTRACTOR WILL BE REQUIRED TO KEEP TWO-WAY 13. ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS FTG FOOTING TF TOP OF FOOTING TRAFFIC OPEN AT ALL TIMES UNLESS OTHERWISE RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED FROM THE AIN CON 10� p G GAS UTIL COMMON TRENCH UTILITIES JOB SITE AND DISPOSED OF PROPERLY. N ,� �J^_Rbd, GAL GALLON APPROVED BY THE CITY. THE CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL 14. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING TERRACING SHALL BE A. DROP INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH it GALV GB GALVANIZED GRADE BREAK VAR VC VARIES VERTICAL CURVE PLAN PRIOR TO CONSTRUCTION AND SHALL PROVIDE THE SPECIFIED BY THE SUPERVISING SOILS ENGINEER PRIOR TO THE PLANS. GRATES SHALL BE ADEQUATE FOR STATE GPD GALLONS PER DAY VCP VITRIFIED CLAY PIPE APPROVED SIGNS, LIGHTS, BARRICADES, AND FLAGGING. CONSTRUCTION OF GRADED SLOPES. OF CALIFORNIA HS -20 TRAFFIC LOADING. GPM GALLONS PER MINUTE VERT VERTICAL B. ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A" GIRD GROUNDREINFORCED I. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS 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 WITH SMOOTH INTERIOR GV GATE VALVE W/ WITH THE CITY AND STATE INSPECTOR SHALL BE NOTIFIED AT LEAST AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS, OR CAUSING A NUISANCE TO PERSONS OCCUPYING AND ANNULAR EXTERIOR CORRUGATIONS. PIPE, JOINTS, FITTINGS AND HC HANDICAP W fp WITHOUT WATER METER 48 HOURS PRIOR TO THE STARTING OF CONSTRUCTION. ANY BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR INSTALLATION SHALL BE PER MANUFACTURER'S SPECIFICATIONS. HGL HYDRAULIC GRADE LINE WS WATER SERVICE WORK DONE WITHOUT APPROVAL PRIOR TO NOTIFYING THE CITY SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING HORZ HORIZONTAL WS SURFACE INSPECTOR MAY BE REJECTED AT THE CONTRACTOR'S FROM HIS OPERATIONS. DUST ABATEMENT MEASURES SHALL BE HP HIGH POINT WW WET WET WELL AND/OR OWNERS RISK. CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING INSPECTOR. WELDED WIRE FABRIC J. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT 16. CONTRACTOR TO CALCULATE REQUIRED CUT AND FILL QUANTITIES. JP JOINT POLE WELDED WORE MESH FROM THE CITY AND SHALL NOTIFY THE CITY INSPECTOR ID INSIDE DIAMETER 48 HOURS PRIOR TO BEGINNING WORK. . 17. PRIOR TO ANY GRADING THE CONTRACTOR SHALL BE RESPONSIBLE FOR INV INVERT I SCHEDULING A PRE --CONSTRUCTION MEETING WITH THE AFFECTING IN INCHES K. THE SOILS ENGINEER SHALL PERFORM R -VALUE TESTS AT AGENCIES. LENGTH LOCATION APPROVED BY THE CITY AFTER ROUGH GRADING 18. CONTRACTOR SHALL BE RESPONSIBLE FOR A PRE -CONSTRUCTION MEETING L LAT LATERAL OF THE SITE. THE FINAL PAVEMENT DESIGN BASED UPON PRIOR TO ISSUANCE OF ENCROACHMENT PERMIT. LP LIGHT POLE THE TRAFFIC INDEX AND THESE TESTS SHALL BE APPROVED 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL LP LOW POINT BY THE CITY. EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH LT LEFT L. THE NAMES AND TELEPHONE NUMBERS OF THE PROJECT MONUMENTS OR MARKERS DISTURBED SHALL BE RESET AT CONTRACTORS' MAIL MATERIAL ENGINEER, SOILS ENGINEER, SURVEYOR AND EXPENSE. MAX MAXIMUM CONSTRUCTION SUPERINTENDENT SHALL BE SUBMITTED AND 20. ALL ROUGH GRADING AND FINAL SOILS REPORT SHALL BE COMPLETED MFR MANUFACTURER KEPT ON FILE IN THE OFFICE OF THE CITY ENGINEER. AND APPROVED BY THE ENGINEER PRIOR TO ISSUANCE OF FINAL MGD MILLION GALLONS PER DAY M. THE ALLOWED HOURS OF OPERATION ARE 7:00 AM TO 7:00 APPROVAL. MIN MISC MINIMUM MISCELLANEOUS 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. 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 ALL GRADING HAS BEEN COMPLETED IN CONFORMANCE WITH THESE PLANS ENGINEER. AND SPECIFICATIONS, CHAPTER 33 OF THE UNIFORM BUILDING CODE, 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 SHALL BE THE RESPONSIBILITY OF THE CHAPTER 33 OF THE U.B.C., SECTION 3317. CONTRACTOR(S) TO BE FULLY INFORMED OF AND TO COMPLY WITH ALL LAWS, ORDINANCES, CODES, REQUIREMENTS, AND STANDARDS WHICH IN ANY MANNER AFFECT THE COURSE OF CONSTRUCTION OF THIS PROJECT, QQbIQREIE CONDI 110S 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. IN ADVANCE FOR INSPECTIONS ON TRAFFIC CONTROL, SUB -GRADE, BASE, ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS AND PAVING. WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT DESIGNED FOR REMOVAL, AND ARE DAMAGED OR REMOVED D. CONTRACTOR TO SUBMIT COPIES OF COMPACTION TEST PERFORMED BY THE AS A RESULT OF HIS OPERATIONS, AND BE REQUIRED TO SOILS ENGINEER ON SUB -GRADE AND BASE. REPAIR OR REPLACE SAME TO THE SATISFACTION OF AND AS Lb$ DIRECTED BY THE CITY INSPECTOR OR UTILITY COMPANY, ASEHALI QQbID1110 R. ALL. CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN A. THE DESIGN ENGINEER OR LAND SURVEYOR SHALL REVIEW ALL CUT SHEETS THE RIGHT-OF-WAY SHALL HAVE AN APPROPRIATE FOR PAVING PRIOR TO CONSTRUCTION. CONTRACTORS LICENSE, A LOCAL BUSINESS LICENSE,' AND SHALL OBTAIN AN ENCROACHMENT PERMIT AS B. THE CITY OF ATASCADERO DOES NOT INSPECT LINE OR GRADE OF PUBLIC IMPROVEMENTS. THIS SMALL BE THE RESPONSIBILITY OF THE REQUIRED BY ANY AGENCY. DESIGN ENGINEER OR LAND SURVEYOR. C. THE CONTRACTOR SHALL CALL THE PUBLIC WORKS INSPECTOR 48 HRS. aA.25 OE ELEYADONIN 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 S I 0 N S SOILS ENGINEER O N SUB -GRADE AND BASE. I f�,,--�R6-- ,� °'`°�. These plans and specifications, and the NO. - - BY DATE DESCRIPTION 19 TO SANTA BIKE LINE LEGEND TRACT BOUNDARY PROPERTY LINE RIGHT-OF-WAY CURB BACK OF CURB GUTTER SIDEWALK EASEMENT EXISTING RETAINING WALL 2:1 SLOPE EXISTING CONTOURS FINISHED GRADE CONTOURS WATER MAIN SANITARY SEWER STORM DRAIN GAS MAIN FIRE WATER EXIST. WATER LINE EXIST. SAN. SEWER EXIST. STORM DRAIN EXIST. GAS EX. S.S. MANHOLE S.S. MANHOLE S.S. LATERAL WATER SERVICE WATER VALVE FIRE HYDRANT EX. FIRE HYDRANT STREET LIGHT GAS LATERAL UTILITY TRENCH UTILITY SERVICE PG&E BOX EXISTING PG&E BOX PG&E ELECTROLIER PAC BELL PEDESTAL SSMH SDMH CLEANOUT ►Anr a u,ActiT 8* W 8»_.__.._._- S I BSD G G F F- _8" W 8'' SD G G o -- S W -�f o -- G ",Ph,CTV--- SV C] I� FAI G Gam• A. y�,, TO SANTA BARBARA RD SHEET INDEX SHEET C1.0 -- TITLE SHEET & NOTES SHEET C2.0 -- EL CAMINO REAL STREET IMPROVEMENTS SHEET C2.1 -- ACCESS ROAD STREET IMPROVEMENTS SHEET C2.2 -- ACCESS ROAD STREET IMPROVEMENTS SHEET C3.0 -- DETAILS 9 19 PARCEL A OF PARCEL MAP AT84-100 Gv- - - - - --- - - - - --- ---- -- " --- -- -- ---- v 4M Z AWAo WMTRVR " 0 �! al%xl MR** N MVMD MOM= AUVI - tWozw waxvm, 01w m %191�seraweooawwase + t— own wm41 ma now mom ®—t amm two mom unms z 4mm � ��w cr- 0 2 < 0 wv a - A w w 0 0 c%j Q 0 z 939.71 ul R EL: �Ae ---Ak , CL 0 1/2" REBAR + At + + 00 "N < La cz,I-- w of (n — — — — — — — — — — — — — — — — — — — — — — — — \ b / 941 940 939 STA. 11+613.60 -40 -20 0 -40 -20 0 STA- 114-25.0 -40 A AM 0 SAWC� WTE)GSTING 21.93 WITH I -40 -20 0 -40 -20 0 STA- 114-25.0 942 -40 -20 0 942 21.93 STA. 11+00.0942 941 941 TIC C3 940 941 940 OWN 941 943 27.03 99-00 940 940 ............ 942 942 100-00 939 939 E��L 0 S6wqv—T-j 940 940 4.00 -40 -20 -40 -20 0 942 941.14 ID,111±75.0 ..... ..... 942 941 941 940 940 Nw J^Twv 1 t 939 939 -40 -20 0 942 040.89 FL STA. 10+50.0 - 942 941941 940 �:94]1.2 AC 11; 940 c 1 IT -40 -20 0 STA. 10+25-0 942 CURVE LENGTH 942 Cl 21.93 15.00 941 941 15.00 C3 940 499.00 940 -40 -20 0 STA. 10+00 943 27.03 99-00 943 18.82 5.99 942 942 100-00 941 27.30 941 940 940 4.00 -40 -20 0 941 940 939 938 941 940 939 Im im M-1 a 8+50 9+00 R/W CL L 50* e-7 � Ili �% EL -CAM"IbIQ REAL PLAN Yla -%,d it/ I CURVE TABLE I CURVE LENGTH RADIUS Cl 21.93 15.00 C2 24.31 15.00 C3 33.14 499.00 C4 32.91 113.00 C5 27.03 99-00 C6 18.82 5.99 C7 27,30 100-00 C8 27.30 100.00 C9 12.57 4.00 lot 1-3.-5* I -- D V) V2.0" AC PAVEMENT MIN. OVER 6* CLASS 11 AGG. BASE MIN. CONSTRUCT 6" CONC. CURB, 18" GUTTER CONSTRUCT 10' SIDEWALK PER CITY OF ATASCADERIO STD. DETAILS #418, 419. STRUCTURAL SECTION SHALL BE DETERMINED BY "R" VALUE OF SOIL AT SUBGRADE AND T.I.=7.0 Ty.P1QAL irirSBREET SEQIIQN N.T.S. MMO FLUSH ,"EXiSTING CURB, GUTTER & SIDE' FLUSH CL 6" CURB SIDEWALK, RAME QEJAIL Xf N.T.S. sill W1110161 12+50 a 9`30 Q. 1 i 0 . .v 1 I I I I I I REFERUKE, NOTES: � I no I 1 CONSTRUCT CONCRETE CURB PER ATASCADERO CITY STD. DWG. #418. 1 �- p: (A . -is u: 2 CONSTRUCT CURB & GUTTER PER ATASCADERO CITY STD. DWG. #418. Ix to 0 1 (D V 0 I*- 00 �- CONSTRUCT ROLL CURB & GUTTER PER DETAIL . SHEET C2.1, C2.2. . OR >=-:2 coil rn - wl 00 zo:cr 1 4 CONSTRUCT 10' SIDEWALK PER ATASCADERO CITY STD. DWG. #419. + + -I.- 411 .* tn 00 10 � R06 0 5 CITY STD. DWG. #421. ZADE �_ NOM* (n1cft<0) C) 6 CONSTRUCT SIDEWALK RAMP PER ATASCADERO CITY STD. DWG. #420. so � ,�,,�.� , " .:'.:',,; ,�, '' i. 7 1 .�:,,.":,��',',,."..."..�I.""�l--.,�,�,�.zl;,;) :��-.�.,�,,r;� ;�a� ,:,��:�.:,�'.'t,.,�.;�!��:�sn'�:-,'��"t...,,.'�,�� w AMP PER DETAIL 'A', SHEET C2.0. , .�; i i . . , ` "U , _...� -, " - + . --ii., ................. - , �,t*� .,.". .; .._ ..... .. .. . - , ...... '......', '' _ ;.,,� ,,,:,..�,, ��!; . - � "_ ._.�.,., I . _ I ... - , , ...... . .... . . ... �.. .. , . . ".; - � . ...".", ,..� a"- I Lf) ,. _.. -.1. I .1 . ,�, ,,�'� c!) SAWCUT EXISTING PA TIL STRUCTURAL COMPS AN "'1`1" "' . " .... .1-11, .' ,I i 0 1 ..,� I - "I 11 ", i _.. "..'.., ,._ SECTION IS FOUND. _ '.. � , 1, .... . , - .. . . . ....... ___ .,,. . '-..1 _ , .."_..,�.1,.tm."-.��5 ,.��7---.��.e',,�,`�``' ,,;�r". �'*.,�&. 1.. ., 1*�' ,�. . _ ._1._' , -,.... , - � 1 gpm � � ! <I ( RUCT COMMERCIAL DRIVE APPROACH PER ATASCADERO CONST CITY STD. DWG. ,,,- "-.,--1 .- #423. ..'.,. , I ,. , . w INSTALL WATER METER PER ATASCADERO MUTUAL WATER CO. „ I- I .... m ,_ - , : z 1.--'1_,: !.,",*-,.'*I *i""..�..".*."..,..-.�."..'..i.:",...,*.."�.."...",,.'.,.,"-....,.'�..&�M977. .�.;�. ! TE `� - �,`_'�, " :t. ..�. :� ..... �, � .. .. .. _,... . . � _m ..� !'� _--...�,U.1.1. .--,-,!� INSTALL BACKFLOW PREVENTOR ASSEMBLY PER ATASCADERO MU WATER � - - .1.1, I �._ '. I � i 4:� -..�,!;:_._ ...I.--., - _._:q '. � - - .. .... �_ _ -�� "...., ., I . .. � � , � __- .. , - , ��",�""�.�,.,".'..�";.,.""�.,"��'�.".".�.�.,�..l.-I'll,�I'll.�.'..��".,..'!"*�l, , . _ .. , ..:::. ....1% � , I ..."'. .") ., G , " :�. . - ,. .... , I mm�wm_ '.. , _j CO. .62 ... m . , I " ___Tl� - -1 u a HOT -TAP EXISTING WATER MAIN. 1-`\ ,,-- j ,�< e CONSTRUCT STORM DRAIN INLET PER ATASCADERO CITY STD. DWG. #502. I \ �,,, I I I? 1 1� 1:1-'., \ 111""'t m 14 INSTALL 8" SDR 35 PVC SEWER PIPE. , I I I 1 I XI el 1 I �, -1� � \ � � z 410 i \ 11;�.1111i� \ \ 1 15 CONSTRUCT SEWER MA ATASCADERO CITY STD. DWG. #606. �0 \ 1 16 INSTALL CORE CONNECTION TO EXISTING MANHOLE BASE AND GROUT AS 1�1 �,/ \ I REQUIRED FOR WATERTIGHT SEAL. ,�,�, \ �� *__1 I 0 INSTALL CONCRETE PAVERS, AIR VOL CHUMASH. COLOR GREY. FLUSH JOINTS, 11�1.1 BEDDING SAND/6- AGG. BASE/ 12- AGG. I ',�� k JOINTS (1 , \ 1-. SUB -BASE/ 95% COMPACTED SUBGRADE) j �_,\ 1-11 2 \ I*_1 11 I P--/ \, a INSTALL CB24 CATCH BASIN PER MID -STATE CONCRETE PRODUCTS OR _ EQUIVALENT. � I 19-17', 19 CONSTRUCT HEADWALL PER DETAIL 'C', SHEET C2.2 i- �_,, I - _�. 'IN 11-1� 1,11 '11� 20 CONSTRUCT SEWER MANHOLE PER SHALLOW MANHOLE DETAIL, SHEET C3.0. ,-, 1-1, � ,-- I", I-- ,$,�,_'' ,,� 11, � , I ,�, � ... . .. , 'l -k - Y" -,, 11 r.11� I-. 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I Ii i � I i I I I I I T' -CAL DIRIYE AMESS SEC110 I" q) 1�_ rl%lco ® 'r -j'* 0 C4 01C4 1*1 OPIT Ir- fn *10 I 010 0i co I &5%) " - f�_ . fn 01 Colin Ole-, I tes -.00 - V_ P�l � to N.T.S. . 1+50 2+00 2+50 3+00 3+50 4+00 4+50 r 5+00 p P" V I q I () NI q I 950 945 935 930 0 ME 5+50 6+00 18" 12" R=6" /—R=.5" R=.5" R=12" 4 C14 NOTE: SEE CAL—TRANS STD. PLAN A87 TYPE 'E" RQLL QQRQ AND ,..,,.GQ=R DETAIL 'B_ N.T.S. 6+50 7+00 7+50 8+00 PL PL z 28' ACCESS & P.U.E. 81 1w 2.5" 12* 121 18" LU TO OF CURB Iw 18"6" Cn Ui IL These plans 2-076 2.or, s. 8' PATH —1 0 ideas and de a_ 0lix n instruments rA 3- 1 JCL 4� construction EXISTING DRIVEWAY SECTION shall not be , 2" A.C. OVERLAY 2" A.C./ 6" CIL. 11 AGG. BASE 0 PATH any other pr of R Thomps 1G. NO. C43069 0 ROLL CURB PER DETAIL 'B'. SHEET C2.1. Copyright R Thompson reserved. C( 4 have this no A ".�tOFC0Y TYPIQAL DRI\/F* ACCESS SECn 3/31/04 N.T.S. License Expir MOM01 •m, 935 935 925 925 0 20' 40' PLAN ML I INCH = 20' 16"x16"-1 /2" GALVINIZED STEEL PLATE. 6.5" DIA. HOLE (ORIFICE) 40,)" unne CURVE TABLE CURVE 0) RADIUS C1 4 15.00 C2 24.31 15.00 C3 0 499.00 C4 U3 113.00 C5 27.03 01 C6 U) 0 C7 27.30, 100.00 I C8 27.30 0 1 C9 12.571 4.00 1 + ............................ LAJ -ell :"'�. Fy baa P IN, 950 945 935 930 0 ME 5+50 6+00 18" 12" R=6" /—R=.5" R=.5" R=12" 4 C14 NOTE: SEE CAL—TRANS STD. PLAN A87 TYPE 'E" RQLL QQRQ AND ,..,,.GQ=R DETAIL 'B_ N.T.S. 6+50 7+00 7+50 8+00 PL PL z 28' ACCESS & P.U.E. 81 1w 2.5" 12* 121 18" LU TO OF CURB Iw 18"6" Cn Ui IL These plans 2-076 2.or, s. 8' PATH —1 0 ideas and de a_ 0lix n instruments rA 3- 1 JCL 4� construction EXISTING DRIVEWAY SECTION shall not be , 2" A.C. OVERLAY 2" A.C./ 6" CIL. 11 AGG. BASE 0 PATH any other pr of R Thomps 1G. NO. C43069 0 ROLL CURB PER DETAIL 'B'. SHEET C2.1. Copyright R Thompson reserved. C( 4 have this no A ".�tOFC0Y TYPIQAL DRI\/F* ACCESS SECn 3/31/04 N.T.S. License Expir MOM01 •m, 935 935 925 925 0 20' 40' PLAN ML I INCH = 20' 16"x16"-1 /2" GALVINIZED STEEL PLATE. 6.5" DIA. HOLE (ORIFICE) 40,)" unne CURVE TABLE CURVE LENGTH RADIUS C1 21.93 15.00 C2 24.31 15.00 C3 33.14 499.00 C4 32.91 113.00 C5 27.03 99.00 C6 18.82 5.99 C7 27.30, 100.00 I C8 27.30 100.001 1 C9 12.571 4.00 1 12" H. D. P. E. L_ C14 930.50 INV Q4 18" #4 CONT. 5/8" RED—HEADS AS SHOWN - I — #44 12" 0. C. 18" EACH WAY SECTION VIE " ELEVATION ME QO.N.Q[R.ETE HEADWALL DETAIL *Q" N.T.S. Deatill o �Iw nce RFVISIONS APPRC)VAI_ S DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3Z10/92 APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10Z92 1/2" R. 6" 1-1Z2"EXPANSION JOINT 1 ' 1 /2 FILLER 1 f2" RAD---\ 3/4" RAD. EXPANSION JOINT Fl 6" PAVEMENT 3" 5---1-3" 16" F - z WIDTH TO POINT 10" 7ITHIS ¢� 6„ z 6� A.C. TYPE "B" tTR+JCTURE " » » BAEKFILL ». "STRUCT( RE- , - BE 4" AND SHALL HAVE A TYPE C A.C. DIKE PAVEMENT WIDTH MEASURED TO THIS POINT z w 6„ 1 _ 1 /2„ 18„ w NOTE ' > EXPANSION JOINTS CL SHALL BE PLACED 3„ 3/4" RAD. 1 /4„ EN AT INTERVALS. " AT ENDS OF ALL 6 3°' CURB RETURNS, AND r- EACH SIDE OF DRIVE- WAY DEPRESSIONS. c"I..y,, 3 6„ 1/2" RAD. 1-3/4" THE INTERVALS 1 BETWEEN EXPANSION "1/2" 0 x 18" 14" JOINTS SHALL VARY GREASED SMOOTH TO ALLOW MATCHING ROWEL OR #4 OF JOINTS ADJACENT EXISTING IMPROVE - REBAR W/SLEEVE . ' 4 AT ALL EXPANSION "' STRUCTURE BACKFILL. MENTS JOINTS AND ' CONSTRUCTION JOINTS. TYPE A NOTE (1) TYPE "A" AND "C" CURB TO BE CLASS 'B' P.G.C. (2) DIKE TO BE TYPE 'B' A.C. (3) STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS, CURING METHOD — CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. DRAWN BY: CITY OF ATASCADERO 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH R•A,L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: CURBS �'1 S. J. S. DATE: 92 ENGINEER. DRAWN BY: FILE NAME: AT418.DWG A-- A R.A.L. REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10/9 2 PROPERTY LINE DRIVEWAY^L/ RESIDENTIAL: 12'MIN 1 20 MAX. COMMERCIAL: 16'MIN, 36' MAX. 1/2" EXPANSION JOINT C7 m D r GUTTER FLOW LINE ""�"�..•- GUTTER ELAR m X u z W O Z c.. O Z 3' VARIABLE 3' 12" RADIUS TOP OF CURB APPROACH APRON DEPRESSED CURB \12" RADIUS 1" LIP GUTTER FLOW LINE "11/2" EXPANSION JOINT ' 1/2" EXPANSION JOINT ELEVA SAME AS SIDEWALK 6„ 2�..,. 1 „ LIP '" '•" "• `-' P C CLASSVV 6„ SLOPE BACK OF SUOMI SIDEWALK TO GUTTER R.A.L. CITY OF ATASCADERO DRAWING NO. DES! ENGINEERING DEPARTMENT CNED 13Y: S. J. S. TE, DRIVEWAY APPROACH DA,q,.23 ! WITH CONCRETE CURB & GUTTER AT423.DWG 1 REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10Z92 R/W 2% .... 5' MIN, (3) 1/2" 0 SMOOTH DOWELS 4'-6" MIN rx 1 z 2% A BE 4" AND SHALL HAVE A s, y 12" WIDE BORDER WITH 1/4" co GROOVES APPDXIMATELY Lr - Z) 9 :,"• 2 A R W SHELF 3' MIN 4' MIN. 1 SHELF 10' MAX 2% 3' • 2 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED � L o TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE �s'.; CONCRETE COLLAR SIDEWALK WHEN THE SUBGRADE HAS AN R—VALUE OF LESS THAN 70, 12.5% MAX 3. 1/2" EXPANSION-, JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS AT CURB AND AT ALL INTERVALS NOT EXCEEDING 25'. MANHOLE WALLS SHALL BE A 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH USE GROOVES ON SLOPING THE EXPANSIVE JOINTS. PORTION OF RAMP WHEN 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1--1/4" IN DEPTH AT LOCATED IN CENTER OF INTERVALS NOT TO EXCEED 5'. CURB RETURNS 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE �g n &33"..- ENGINEER. DRAWN BY: T CITY OF ATASCADERO A-- A R.A.L. DRAWING NO. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: Nil AM SIDEWALKS 419 S.J.S. 1/4" DATE:/2/92 GROOVING DETAIL FILE NAME: CITY OF AT419.DWG NO. AND SLOPE ELEVATIONS. ENGINEERING REVISIONS I APPROVALS DESCRIPTIONS I BY I DATE 1APPROVEDI COUNCIL RESOLUTION NO. 26-92 3/10/92 1191®9-i A err"" ern " M '1 CCURB SCORIING LINE " `1SEQ ' r. t S II TO 20' -Ow 8 �+ s 3`HEIGHT TABLE ANr i►ter i • • /% i MATCH Typo .! ♦ O.C. IFACE ANGLE ANC N" NOTE: FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF Ab BE DIPPED OR PER STATE STD. PLAN D77-8 PAINTED IN DETAIL W ONLY COMMERCIAL QUAUTY I ASPHALTUM SLOPE DETAIL .. • USE VATH 24- �,iMftrGRAX 5 • EXPAN tN .No sJOINT zrxrxl Ir -1 ►1 1 ► i' 1. ' { • r. ATTAIN 3" M11N. LS CLEARANCE FROM INSIDE BOX WALLS VALL REWRE I PIQAL FRAME , , DESIGN . R CITY ENGIINER. GC r C T �(F," /I LCITY"(Tj ING NO, ENGINEERING DEPARTMENT DESIGNED 102/27/92 STORM DRAIN INLET AT502.DWG REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10Z92 2% NOTE: OWITH NEW SEWER INSTALLATIONS: (3) 1/2" 0 SMOOTH DOWELS PRECAST REINFORCED MANHOLE BASES rx 01 z SIDEWALK, THICKNESS (T) SHALL A BE 4" AND SHALL HAVE A s, y 12" WIDE BORDER WITH 1/4" co GROOVES APPDXIMATELY Lr - Z) 3/4" O.C. SEE GROOVING A DETAIL BELOW. THE RAMP SHALL SHELF BE GROOVED IN A HERRINGBONE SHELF PATTERN APPROXIMATELY 3' 1-1/2" O.C. TO DRAIN ELAN YAIE WIN � L o a " '1 CCURB SCORIING LINE " `1SEQ ' r. t S II TO 20' -Ow 8 �+ s 3`HEIGHT TABLE ANr i►ter i • • /% i MATCH Typo .! ♦ O.C. IFACE ANGLE ANC N" NOTE: FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF Ab BE DIPPED OR PER STATE STD. PLAN D77-8 PAINTED IN DETAIL W ONLY COMMERCIAL QUAUTY I ASPHALTUM SLOPE DETAIL .. • USE VATH 24- �,iMftrGRAX 5 • EXPAN tN .No sJOINT zrxrxl Ir -1 ►1 1 ► i' 1. ' { • r. ATTAIN 3" M11N. LS CLEARANCE FROM INSIDE BOX WALLS VALL REWRE I PIQAL FRAME , , DESIGN . R CITY ENGIINER. GC r C T �(F," /I LCITY"(Tj ING NO, ENGINEERING DEPARTMENT DESIGNED 102/27/92 STORM DRAIN INLET AT502.DWG REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10Z92 2% NOTE: OWITH NEW SEWER INSTALLATIONS: (3) 1/2" 0 SMOOTH DOWELS PRECAST REINFORCED MANHOLE BASES rx 2OWITH EXISTING SEWER: z SIDEWALK, THICKNESS (T) SHALL A BE 4" AND SHALL HAVE A s, y 12" WIDE BORDER WITH 1/4" co GROOVES APPDXIMATELY Lr - Z) 3/4" O.C. SEE GROOVING A DETAIL BELOW. THE RAMP SHALL SHELF BE GROOVED IN A HERRINGBONE SHELF PATTERN APPROXIMATELY 3' 1-1/2" O.C. TO DRAIN ELAN YAIE WIN � L o a " �s'.; CONCRETE COLLAR A 12.5% MAX 24" „; AT CURB • MANHOLE WALLS SHALL BE A 4' MIN. USE GROOVES ON SLOPING 12 PORTION OF RAMP WHEN 1 MAX LOCATED IN CENTER OF OF THE STATE STANDARDS SPECIFICATIONS, CURB RETURNS ROUNDED 2X MAX �g n &33"..- a DETAIL-----»- T SECTION A-- A 45' 1/2- DRAWING NO. R!� LIP DETAIL APPROX 3/4" ON BORDER; 1-'"I /2" ON SLOPING PORTION OF THE RAMP ® LEAVE OUT PIPE IN CHANNEL OR PIPE Nil AM SHALL BE PRECUT BEFORE PLACING $. 6" r 48" s- 6" BASE. 1/4" PRECAST REINFORCED MANHOLE BASES GROOVING DETAIL DRAWN BY: R.A.L.DRAWING CITY OF ATASCADERO NO. AND SLOPE ELEVATIONS. ENGINEERING DEPARTMENT °- -No, DESIGNED BY: SHALL NOT BE USED EXCEPT BY APPROVAL s se.•:-..- S. J. S. SIDEWALK RAMP DATE:/27/92 FILE NAME: AT420. D WG RUBBER WATER STOP WITH STAINLESS STEEL BAND ATTACHED TO ALL REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO, 26--92 3/1 O 92 NOTE: OWITH NEW SEWER INSTALLATIONS: (3) 1/2" 0 SMOOTH DOWELS PRECAST REINFORCED MANHOLE BASES 2OWITH EXISTING SEWER: z POURED IN PLACE CLASS "A" CONCRETE MANHOLE BASE PER S.L.O. CO. STANDARDS s, y DRAWING NO, S-3 co # 4 ® 4'—D" O.C. A EXPANSION Lr - Z) 1 /2" EXPANSION JOINT MATERIAL JOINTS A A SHELF MANHOLE FRAME AND COVER TO CONFORM SHELF WITH STANDARD DETAIL NO. 608 3' SLOPE SHELVES TO DRAIN ELAN YAIE WIN 6„ t? ••:;+�:- ----— A.C. PAVEMENT -- — a " �s'.; CONCRETE COLLAR 8' 3" OR 6" RISER RING (9" MAXIMUM) 24" „; PRECAST CONCRETE (TYPICAL) • MANHOLE WALLS SHALL BE A .•;, o sw PRECAST TYPE CONFORMING TO ASTM STANDARD C478 -61T CLASS 'B' P.C.C., MIXED AND PLACED IN ACCORDANCE FOR CLASS 2 REINFORCED OF THE STATE STANDARDS SPECIFICATIONS, CONCRETE PIPE. 8" THICK. MANHOLES SHALL BE WATERTIGHT JOINTS TO BE SET IN A WATERTIGHT '. •` SEALANT APPROVED BY THE ` 0 CITY ENGINEER. DRAWING NO. DESIGNED BY: > ® LEAVE OUT PIPE IN CHANNEL OR PIPE 421 SHALL BE PRECUT BEFORE PLACING $. 6" r 48" s- 6" BASE. �+-- PRECAST REINFORCED MANHOLE BASES a» WITH INFLOW AND OUTFLOW COUPLINGS AT421. D WG CAST IN AT ENGINEERED INVERT, ANGLE, AND SLOPE ELEVATIONS. » 1" RADIUS °- -No, BROKEN OR CHIPPED RINGS AND CONES SHALL NOT BE USED EXCEPT BY APPROVAL s se.•:-..- OF THE ENGINEER. 8MIN.'::., s .-.:•- • •°®-:"`"r a'• "''s'`"»� RUBBER WATER STOP WITH STAINLESS STEEL BAND ATTACHED TO ALL 60" MIN. EC yI ry1 N ®A FITTINGS TO INSURE WATER TIGHTNESS. DRAWN BY: CITY OF ATASCADERO R. A, L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY - S. J. S. TYPICAL. ECCENTRIC -r-� CONE 0C3 DATE- PRECAST CONCRETE MANHOLE FILE NAME: AT606. DWG REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26---92 3Z1 0 92 (4) #4 CONTINUOUS (3) 1/2" 0 SMOOTH DOWELS A 0.70 x C.F. RADIUS z cr_ STANDARD co # 4 ® 4'—D" O.C. A EXPANSION Lr - Z) 1 /2" EXPANSION JOINT MATERIAL JOINTS #4 0 18" O.C. 3" CLEAR STD. EXPANSION JOINT ,PLS. 3' 3' 3' 3' A.C. PAVING PROJECT SECTION (4) #4 EQUALLY SPACED 3" CLEAR #4 ®4'-0" O.C. SECTION A --A NOTES: 1. ALL CONCRETE SHALL BE CLASS 'B' P.C.C., MIXED AND PLACED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS, 2, ALL FLATWORK SHALL BE 8" THICK. DRAWN BY: CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: CROSS GUTTERS 421 S. J. S. 2/27.92 FILE NAME: AT421. D WG 6 24" 6" SURFACE OF STREET -w ZO EMBED CONE IN BASE AS 4 REQUIRED FOR GRADE v cis "`' . r- w ct Z ZO ®. cvv0 �- `°lw 4 WATERTIGHT SEALANT (TYP) V) w wu< () __jdwm- > < Z 36' INN ♦ o ` 4. d ® • 1— 7 /$" v, 1-15/16" -- 1-7/8" JOINT DETAIL CONNECTIONS AT BASE PER CITY STD, 606 KOMI 1. MANUFACTURED IN ACCORDANCE WITH ASTM STD. C 478. 2. MATERIAL SPECIFICATIONS: A. CONCRETE: TYPE it PORTLAND CEMENT ASTM C 150 AND FEDERAL SPECIFICATION ON CEMENT, SS --C- 1960/3, TYPE 1/11 LOW ALKALI MINIMUM COMPRESSIVE COMPRESSIVE STRENGTH 4000 PSI AT 28 DAYS. 3. REINFORCING, ASTM A 185. 4. SECONDARY REINFORCING: "FIBERMESH" POLYPROPYLENE FIBERS SHALL BE ADDED TO THE CONCRETE AT A CONCENTRATION OF 1.5 POUNDS PER CUBIC YARDS TO CONTROL SHRINKAGE CRACKING. 5. JOINTS TO BE SEALED IN A WATERTIGHT METHOD APPROVED BY RESIDENT ENGINEER. 6, PRECAST CONCRETE MANHOLE SHAFTS ARE AVAILABLE WITH OR WITHOUT STEPS. 7. BASE SHALL BE COMPLETED IN ONE POUR AND STEEL TROWELLED FINISHED. 8. MANHOLE RINGS, CONES, FLAT TOPS AND SHAFTS SHALL BE PRECAST CONCRETE. 9. DEPTH OF MANHOLE IS MEASURED FROM TOP OF CONCRETE BASE TO EXISTING GRADE, 10. IF AN 18" SHAFT IS REQUIRED WITH STEPS, IT MUST BE USED AS THE BASE SHAFT ONLY. 1,. 4 1 IST&M1z N . 1 C A ;1171 r,:i.to]