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Home My WebLink About1999 - Del Rio Road _ h _ AND Alk AlF ow � AL 1\ w ,i `7LLJ ULM OF ASCAD RO CAI t��OHmml" N[A'l SHEET INDEX e . 1- 'TITLE . SHEET LEGEND C :02' STANDARD NOTES ._, PROPERTY LINE C4.0.3 EL C INO REAL -� STA. 11+00 21+00 , �® E OT © RIGHT--OF--WAY ._. ,... C4®04- L C INN AL � STA. 1+00 —� 2+00 � �.® � � CURB BACK OF CURB .0 L CA INO EAL -- STA. 32+00 - 41 +00 a � � e C4.06 EL CAMINO REAL - STA. 41+00 51 +00 GUTTER SIDEWALK C4.07 EL OA I O REAL - STA. 51 +00 60+00 f EASEMENT C4.08 DEL RIO ROAD STA. 9+50 19+00 EXTSTNG RETAINING. WALL C4.09 EL RIO ROAD — STA. 19+00 29+00 / 2:1 SLOPE , 8 C4.1 0, L RIO ROAD STA 29+00 -- 39+00 EXISTING CONTOURS : .. . .. ... C4.11 DEL IO ROAD STA. +00 4 +00 FINISHED GRADE CONTOURS 491O ROAD 'STA. $OO +OO t7DY WATER MAIN 8" w-- C4.13' DEL RIO ROAD - STA® 59+00 69+00 ' \ SANITARY SEWER s" S '� STORM DRAIN C4.14 DEL RIO ROAD STA. +OO 76+13.86 � EXIST. WATER LINE C4.15 SEPE ADO D - STA. 000+00 — 000+00 A EXIST. SAN. SEWER , EXIST. STORM DRAIN • - 04, SSPE DO ROA -- STA. 000+ -- 00-0+00 '\ EXIST. GAS M._.....: .17 SANITARY SE R LII=T STATION 5,�, �, GAS MAIN G G EX. S.S. MANHOLE C4.18 CONSTRUCTION-, DETAILS S.S. MANHOLE • C4.19 CONSTRUCTION DETAILS �e�h S.S. LATERAL S \ \ WATER SERVICE w WATER VALVE FIRE HYDRANT BEINCHMARK INFORMAT ! EX. FIRE HYDRANT BENCHMARK FOR THfS` -PROJECT IS' FLOOD IUSURANCE RATE MAIC 0 STREET LIGHT --� p REFERENCE MARK 1 BRM1 — A U.S. COAST AND GEODETIC SURVEY \ GAS LATERAL G DISK STAMPED "F 1095 1968" LOCATED 3.15 MILES NORTHWEST ALONG � `° UTILITY TRENCH _ P,Ph,cTv--- SOUTHERN PACIFIC RAILROAD FROM OVERPASS OVER STATE HIGHWAY 41 AT ATASCADERC 1.7 MILES SOUTHWEST OF TEMRELTON, IN TOP OF AND �' � UTILITY SERVICE sv 1.1 FEET EAST OF WEST END OF SOUTH CONCRETE ABUTMENT OF BRIDGE \, • � ° � PG&E BOX U 223,36 OVER GRAVES CREEK, 7.7 FEET WEST OF WEST RAIL, APPROXIMATELY \ y `'mow EXISTING PG&E BOX ` i 1 FOOT LOWER THAN TRACK. NGVD ELEVATION 784.72' � �eR \ `\\, PG&E ELECTROLIER PAC BELL PEDESTAL ~ , SSM H w SDMH d CLEANOUT • TOP OF CURB T.C. TOP OF WALL T.W. \ ti TOP OF GRATE T.G. TOP OF FOOTING T.F. 4 \ w GRADE BREAK G.B. -M-`� .. . `� _: �` PUBLIC UTILITY, EASEMENT P.U.E. r... M. .r �, '. . ..._ FLOW LINE 'f --' --� _ \` INVERT FIN INV. .. CCS " . h FINISHED GRADE FG PASO n RosLEs U �` q �_ --. ~`: a FINISHED SURFACE FS /* SITE R • ^mow ORO * 0 RIG �� . -,..,` ...... 41 v PROJECT MAP \ ` sq \ \ SCALE 1"= 500 � c� y / •' u I „-, RGA 1 °' t. \ \ COMPANY p �/ �4 COMMUNITY DEVELOPMENT s��'q�''p RO � UTILITY Al PRO VAL $RrE� 4 " PACIFIC GAS & -ELECTRIC CO. DATE ATASCADERO \ PACIFIC BELL DATE REV 1 S C O N S OFF--SITE SEWER AND WATER ' 101 NO. BY DATE DESCRIPTION non cn , TO SOUTHMF4 CALI ORMA . AS COMPANY DATE A S C .0 A T E S T AN VICINITY ' MAP OBISP®S ITY �''jN.T.S. CE N G I N E E R S V FAL N CABLE T.V. DATE PLANNERS SURVEYORS ACCEPTED BY: ;. ATAS AD 'Ro MUTUAL WATER COMPANY DATE 364 Pacific Street Son Luis Obispo, GA 93401 JOHN R. FALKENSTIEN R.C.E. (805) 544-7407 DESIGNED BY: DRAWN BY: C MOO (DI" F SiTE Bl:=WER AkNc> WATF= R EX ENSION tmoL.. AN 11my CHIEF OF WASTEWATER OPERATIONS DATE STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER , DATE LRB LRB Ita .- E t`%TA& "A'AR i -N,U D NQ S, I. .CONSTRUCTION , S 11. INSPECTION A. NO CONSTRUCTION SHALL BE STARTED WITHOUT FLANS AND/OR PERMITS APPROVED 1.. C(N-TRACTOR SHALL CALL FOR INSPECTIONS AND- TESTS AT EACH PHASE OF E. PVC PIPE SHALL BE CLASS 204 AND SHALL CONFORM- TO BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT WORK AND IN A TIMELY MANNER TO ENSURE A QUALITY JOB. MEET THE REQUIREMENTS OF A.W.W.A. SPECIFICATIONS SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. C900 FOR 12 -INCHES AND SMALLER. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO 2. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING OPERATIONS , THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE. IN THE FIELD AND SHALL DECLARE THAT ALL EARTHWORK WAS PROPERLY F. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH DONE AND WAS DONE IN CONFORMANCE WITH ALL REQUIREMENTS SPECIFIED CONTRACTOWS /OR OWNER'S RISK A14D EXPENSE. HEREWITH. GR-ADE: B. ALL CONSTRUCTION WORK SHALL. CONFORM TO THE CITY OF ATASCADERO STANDARDS 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND,PAYING FOR ALLG. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNECTION WITH THE AS TO EXACT LOCATION BY CENTERLINE STATION AND CITY ENGINEERING DEPARTMENT. WORK SPECIFIED HEREWITH. MAIN DEPTH OF ALL WATER FACILITY APPURTENANCES: , TEE AND OTHEROTHER C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO Ill. INSURANCE AND SAFETY PER NSENT FEATURES FOR ENPU POSES, FNDPROVIDING STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE DONE WITHIN 15 DAYS THE ENGINEER WITH A BASIS FOR AS-BUILT DRAWINGS. PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY A "W" SHALL BE CLEARLY MARKED ON THE CURB FACE FOR AND SOURCE OF MATERIAL. MEASURES OR REGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE SERVICE LOCATION. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH H. A CONTINUOUS TRACER WIRE SHALL BE PLACED OVER THE COMPLETED BY .A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY STANDARDS,, LAWS AND REGULATIONS. WATER MAIN AND BROUGHT INTO THE VALVE CHAMBERS FOR ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. 2. THE CONTRACTOR- SHALL M-AIN�TAI.14 IN FULL FORCE AND EFFECT UP TO THE TESTING. DATE OF FINAL L' THE CONTRACTOR SHALL FURNISH SUPPLIERS' E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN ICERTIFICATES STATING THAT ALL PIPE, VALVES, THE ROADWAY PRISM BETWEEN FINISHED SUOGRADE ELEVATION AND ONE FOOT 1. WORKER'S COMPENSATION INSURANCE BELC3W., ALL MATERIAL IN FILL"SEC1It3N5 BELOW THE ZONE MENTIONED ABOVE 2. PRODUCTS AND COMPLETED OPERATIONS INSURANCE FITTINGS, PROTECTIVE COATINGS AND ALL OTHER • SHALL BE-COMPACTED TO 90W REtATW C P"ACTION, 3. COMPREHENSIVE Lf.ABILI-TY INSURANCE MATERIALS COMPLY NTH THE SPECIFICATIONS AND REQUIREMENTS OF ATASCADERO MUTUAL WATER COMPANY, 3. LIMITS OF INSURANCE, CLAUSES, AND ADDITIONALLY INSURED PARTIES SHALL BE TO THE SATISFACTION AND APPROVAL OF THE OWNER PRIOR TO J. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS ARE BASED ON AVAILABLE COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE RECORDS AND ARE APPROXNATE ONLY. THE CROSSM OF REQUEST FOR-FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER THESE UTILITIES WITH WATER MAINS SHALL TENTATIVELY CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE. BE AS SHOWN ON THE PLANS. CONTRACTOR SHALL HAND IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN I , GENERAL 'P'IPELINE CONDITIONS EXPOSE , UTILITIES PRIOR TO ANY CONSTRUCTION OF TIME FINAL INSPECTION IS MADE. A. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES WATER MAINS IN ORDER TO VERIFY LOCATION AND DEPTH. G. AN EFFORT HAS BEEN MADE TO DEFINE' THE LOCATION OF UNDERGROUND To MARK LOCATIONS ANIS SHALL POTHOLE- ALL UTILITY WHERE WATER MAINS CANNOT BE MAINTAINED WITH AT • FACILITIES WITHIN .THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND CROSSINGS, PRIOR TO STAKING AND PRIOR TO ANY LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE FROM OTHER UNDERGROUND STRUCTURES MAY NOT BE SHO ON THIS PLAN AND THEIR PIPELINE EXCAVATION$ TO ALLOW GRADE REVISIONS IF THE UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE LOCA71ON WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR NECESSITATED BY ACTUAL LOCATIONS. PLANS, THE ENGINEER SHALL BE NOTIFIED AND THE WATER MAIN DEPTH WILL BE ADJUSTED TO MEET THE AGREES THAT HE- SHALL ASSUME-SOLE- AND COMPLETE-RESPONSIBILITY FOR S. CITY ENGNEER OR REPRES"ENTATIVE SHALL REVIEW ALL NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. , FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. C. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY K. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES OMPANIES AT LEAST 48 HOURS BEFORE BEGINNING AND APPURTENANCES ARE APPROXIMATE. WHERE H. ALL 'UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF C EXCAVATION AND SHALL VERIFY WHETHER OR NOT A CONNECTIONS T O EXISTING LINES ARE TO BE MADE AS CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL-CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-•-642--2444 TWO TO TEN DAYS PRIOR TO THE REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT SHOWN ON THE PLANS, CONTRACTOR SHALL EXPOSE THE START OF EXCAVATION AND SHALL VERIFY THE. LOCATION OF ANY KNOWN DURING EXCAVATION.. EXISTING LINE AND NOTIFY THE ENGINEER OF LOCATION, UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE UNDERGROUND SERVICE ALERT (USA) 800-642-2444 ELEVATION AND TYPE OF PIPE AND/OR FITTINGS PRIG PRESENT DURING EXCAVATION. PACIFIC TELEPHONE CO. - MEMBER USA OR MS--543-78"68 TO ANY CONSTRUCTION. SOUTHERN CALIF. GAS CO.- MEMBER USA OR 805-964-7821 L. PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN !. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC PACIFIC GAS & ELEC. CO.- MEMBER USA OR 805-434-4429 SERVICES AND RELATED FITTINGS ARE INSTALLED RIGHT-OF--WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION FALCON CABLE TELEVISION (USA) 800-642-2444 PROPERLY AND ALL METER BOXES ARE SET TO PROPER CARD SHALL BE POSTED ON THE JOB SITE PRION TO THE- START OF CITY OF" ATASCADERO 805-46T-5035 GRADE. NO PERMANENT CONNECTIONS TO EXISTING' CONSTRUCTION. D. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND WATERLINES SHALL BE MADE UNTIL ALL PRESSURE TESTING AND BACTERIA TESTING IS COMPLETE. ' J. THE CITY INSPECTOR, ACTING ON BEHALF OF THE .CITY ENGINEERING THE SITE HAVE BEEN BROUGHT TO SUBGRADE. TEMPORARY CONNECTIONS MAY BE ALLOWED FOR ° DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS.TO SOLVE UNFORESEEN CONSTRUCTION PURPOSES, HOWEVER, PROPER BACKFLOW ' PROBLEMS THAT WAY ARISE IN THE FIELD. REVI IONS- SHALL BE REVIEWED BY" PROTECTION DEVICES WILL BE REQUIRED. THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT V. SEWER" CONDITIONS, THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE ALL SEWER MANHOLE 'RIMS SHALL BE ADJUSTED TO FINISH PLANS. TIME AM. THE ATASCADERO MUTUAL WATER COMPANY IS TO BE ". . CONTRACTOR SHALL REMEDY THE T= WATER SATISFACTION OF THE INSPECTOR. GRADE IN PAVED AREAS AND TO 6" ABOVE FINISH GRADE AT ANY 71ME FOR ANY REASON. LINES SHALL BE g• IN UNTRAVELED LANDSCAPED AREAS. PRESSURIZED AND PROTECTED FROM BACK-FLOW K. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND B. SANITARY SEWER PIPE SHALL BE PVC: GRAVITY SEWER SHALL CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS BE,SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED ENTER LINES. THE ATASCADERO MUTUAL WATER COMPANY PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING JOINT ASSEMBLY, PIPE, FITTINGS, AND JOINTS SHALL SHALL OPERATE ALL VALVES IN THE ACCEPTED SYSTEM. THE ENGINEER WITH- A-BASIS FOR RECORD DRAWINGS. I CHANGES SHALL BE BE IN CONFORMANCE NTH THE APPLICABLE REQUIREMENTS MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE N. BEFORE ANY PRESSURE TESTING IS DONE FOR DESIGN ENGINEER. ASTM 3Q34. INSPECTION, THE SYSTEM MUST BE COMPLETED PER FORCE MAIN PIPE SHALL BE EITHER DUCTILE IRON OR ATASCADERO MUTUAL WATER COMPANY STANDARDS; ALL L. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE PVC CLASS 200 (AWWA C-900). SERVICES INSTALLED AND TO GRADE. ALL MAIN LINE R-VALUE-'OF EXISTING SOIL AND A TRAFFIC" INDEX DESIGNATED_ BY THE CITY C. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION CONTROL VALVES MUST HAVE CHAMBERS SET TO GRADE. ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. AS TO EXACT LOCATION BY CENTERLINE STATION AND ALL BLOW-OFF, AIR VALVES AND FIRE HYDRANTS MUST BE DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY INSTALLED. FINAL PRESSURE TESTING SHALL BE DONE M. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF AT THIS POINT, CHLORINATION OF COMPLETED SYSTEM CROSS THE EASEMENT OR STREET RIGHT-OF-WAY LINE AS EROSION CONTROL, APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO REQUIRES 48 HOURS BEFORE FLUSHING. CHLORINATED FINAL INSPECTION. WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE WATER MUST BE REMOVED. BACTERIA TESTS WILL TAKE A PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR MINIMUM 48 HOURS. N. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE. AS-BUILT DRAWINGS. SEWER LATERALS SHALL BE MARKED RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. CLEARLY ON THE CURB FACE WITH A STAMPED "S". 0. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL CONTINUE DAILY UNTIL TWO (2) CONSECUTIVE DAYS OF D. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND TIME PASSING WITH A MINIMUM OF 48 HOURS FOR EACH TEST. 0. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER GRADE HE SHALL BRING IT TO THE IMMEDIATE. ATTENTION OF THE DESIGN COMPACTION CERTIFICATION. THIS IS A TIME CONSUMING PROCEDURE IF TESTS ARE , POSITIVE AND COULD RESULT IN 48 HOURS OF ENGINEER AND THE CITY ENGINEERING DEPARTMENT, !F HE FAILS TO DO SO, . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN TT-IE GRADE .AND E. ALL NEW SEWER MAIN INSTALLATIONS SHALL BE RECHLORINATION BEFORE RETESTING. WATER METERS WILL 711 NECESSARY RECONSTRUCTION TO-CORRECT SUCH ERROR. TELEVISED. BE INSTALLED ONLY ON AN ACCEPTED SYSTEM. P. EXISTING. PAVEMENT SHALT. BE SAW CUT IN ACCORDANCE WITM THE CITY/COUNTY WATER MAIN CONSTRUCTION NOTES r STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION VII. EMERGENCY ACCESS AND NEW PAWING SHALL BE JOINED- AT THIS POINT, T14E STRUCTURAL SEC A. WATER MAINS SH-ALL BE TESTED AFTER THE ROADWAYS AND SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE THE SITE HAVE BEEN BROUGHT TO SUBGRADE, AND A. IN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES e PLACEMENT OF BASE. COMPACTION CERTIFICATION. DURING WET WINTER MONTHS, THE CONTRACTOR SHALL MAKE Q. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR CONSTRUCTION PRACTICES THE"CONTRACTOR SHALL BE- REQUIRED TO ASSUME SOLE- SEWER MAINS AND LATERALS WITH A MINIMUM OF ONE EMERGENCY VEHICLES. AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING FOOT OF VERTICAL CLEARANCE, UNLESS OTHERWISE B. FIRE PROTECTION IS TO BE PROVIDED PRIOR TO THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF AUTHORIZED ON THE PLANS. CONSTRUCTION OF ANY BUILDINGS PER THE LATEST EDITION ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL. BE MADE TO OF THE UNIFORM FIRE CODE. WHICH REQUIRES THAT WATER APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE C. ALL WATER MAIN FITTINGS, TEES, VALVES, BENDS, MAINS AND HYDRANTS SHALL BE OPERABLE ANIS TESTED. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE ETC„ SHALL HAVE FLANGE CONNECTIONS WITH ANY AN ACCESS ROAD WITH. 6" OF AGGREGATE BASE ROCK WITH CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL ADJACENT FITTINGS. ALL GATE VALVES SHALL BE LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK RESILIENT WEDGE, UNLESS OTHERWISE SHOWN ON THE A MINIMUM WIDTH OF 24' FOR FIRE TRUCKS MUST BE KEPT ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM ;NEGLIGENCE OF THE PLANS. OPEN AT ALL TIMES. A PORTION OR SECTION OF WATER DESIGN PROFESSIONAL. LINES WAY BE PUT INTO OPERATION FOR FIRE PROTECTION: D. FIRE HYDRANT ASSEMBLIES, GATE VALVE BOX AND CD R. THE CONTRACTOR SHALL MAINTAIN TWO-WAY.TRAFFIC AT ALL TIMES. TRAFFIC ANCHOR, AIR RELEASE VALVES AND TRUSTBLOCKS SHALL CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR BE CONSTRUCTED IN ACCORDANCE WITH ATASCADERO TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR MUTUAL WATER COMPANY STANDARD DRAWINGS. cu LANE CLOSURE" SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. S. AGGREGATE BASE ; A. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. , U B. AGGREGATE BASE AND SUBBASE MATERIAL SHALL. BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95X THE TOP 12 INCHES OF SUBGRADE BELOW AGGREGATE BASE GRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95X • T. ASPHALT A. ASPHALT CONCRETE PAVING SHALL CONFORM' TO THE' REQUIREMENTS FOR ASPHALT CONCRETE TYPE B . AS SPECIFIED IN SECTION 39 OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY C) 1992 EDITION. REVISIONS OFF-SITE SEWER AND WATER EXTENSION w mon NO. BY DATE DESCRIPTION . m CAL 1 STANDARD NOTES ASSOCOATES :.• N N S CITY CJS' ATASCADERO, CA PLANNERS ro c SURVEYORS ACCEPTED,BY: 10/01/99 435 364 Pacific Street San Luis Obispo, CA 93401 JOHN R. FALKENS11EN R.C.E. 33760 EXP. 6--30--02 DATE (805) 544-7407` DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET; TER, RCE 29743, CITY ENGINEER DATE - _ LRB LRB, SJS 990533 NONE G4.02 STEVEN J SYLVES iz CR/FILLEIVAML GS_"C"4.OZ/SHT M.. , CONSTRUCTION NOTES CENTERLINE CURVE DATA CURVE LENGTH RADIUS DELTA INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 '► Cl 79.20 1300.00 03'29'27INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. G2 107.24- 1000:04 06.OW39" C3 124.47 540.00 14'15'49" if INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No, 111 C4 288.90 800.00 20.41'27" , C5 93.52 1000.00 05.21'30" INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C6 104:g9 600.00 14'01'33" C7 398.19 3800.00 06'00'14" Q INSTALL THRUST BLOCK PER DETAIL A, SHIT No. C4.18. C8 403.51 2500.00 09'14'52" C9 245.83 400.00 35'12'47" © INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. CIO 335.11 1044.00 19'12'02" a INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. C11 166.63 400.00 23'52'07" C12 155.51 375.00 23'45-3fiy ® MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. C13 80.26 2000.00 02'17 57 C14 254:40 600.0424'17'36" O WSTAiLL 6" P.V.C. C900 CLASS 20D FORCE Maim PER MAKtUFACTUt�ER'S SPECS & CtTY OF-ATASCADERO- STD. 702: C15 1 127.32 5000.00 01'27'32" EXISTING o 40 8010 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co.. SLED 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT T INCH =40 FEET DESIGN ENGINEER IF CONFLICTS ARRISE. w cn-4 �g,. w z+ v SEE T. C4.17 FOR SAN. SANTA CRUZ R , SEWS LIFT STA. DESIGN EXISTINt,� ^�`%�'� M _ �� i T > O ET. :�,F'T. ...,. �.. ..... Tr-45`WJXMJ STN CL _..... � . '�", Lli _._, ,. _,. � i t _ _ w Ii ''1'' 7! V 2 Yli W 1 os • " { a .L F -- i 12+00 _. . M �-_ w �- _ o .. -tea y , , _ = _....�..;,; 21+00 T pq -,1 S15 09 W """' ,_.,8 ^_t. a ..-��`' 20+00 uj STA. 15+4 58 BC '``' , uj e w 14+00 �2. �"``"----�..,...,,,,,��2w --" �`_ ,., - _ STA. 16+68.05 EC ~�" o19+00 x7'42'59"W _ Z -� 12':' m «y wr , t..; .. v.,,,,... 5 SIA, 12±16.78 EC 1 ' -.... ui -M--�-� _ , h � 16+00 f 6 --45 MJXM.1uj wrn lb _ 59� U') Z> 12"-45° XMJ :521 ' '^ m 0 r + :`' � NOTES (Az ,pug I 0> 1. EL CAMINO REAL STATIONING IS BASED ON AN ASSUMED STATION OF 60+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE EL CAMINO REAL CENTERLINE SHOWN FROM STATION 11+00.00 �-- y «-- TO STATION 28+07.52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE CENTERLtNE a, �k �.� SHOWN FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. 4 NT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN r.. 4 2. . ALL PAVEME E OVED , EQUIVALENT STRUCTURAL.SECTION, OR PER SOILS & CITY ENGINEERS SPECIFICATIONS. rn HIGHWA""'T/ 101 R A MA P S EL CAMINO REAL i 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+•00 20+00 21+00 870 �..,. �._. .�. .�...^�.��.�.�..... ��...�., ...�....�..�. ,..�.�r.�.. �.�.... _ � �.�.. .�._ �.�..�.�v.��. � �.��.... . �..� ..�.��..�...... ._�� .��__�...a ._��. .�_��._.�. ....�.., .« ... I z41 Esso 41 000 U ; k 0000 e II N Z Z© + R _ M. �� ._. _ � Mw _ �._ � � �. _ _ _ w .mw ._ _ 850 850 . �� . � _ _ � - _jV) �' a EXISTING GRADE AT CL �- g �.__ � �. � �. w �� ..�� _� � # �� .,., _ .. .__ � � . ,� �. 840 840 _ 5z Z"s ' .- Ld ! z f <�� _� � �.. _ �.� _. _ _� _ 1830 Seo � uy z x --� z 12" MIN. CLE RANCE $0- ® I t c I c� ipflo D FINISHED GRADE T CLPROPO I OVE CLO PER CA ANSPLA N .cw ..,n,�.. P _ _ _. , i 8.2 0 + N o; II ,� 81 ,re) to ...J e z 4z N CKA 4_1 •.. cn....F-- m ay 12 PVC WATERLINE 810 =810 I A SCALE I HORIZ.. 1 '-- 40' t MIN. " VEF T. 1 = 10 f 1 6 PVC SAN.y�WER FORCE MAIN 800 -�....�.. _.•.�..,.,... a........�....„�. .�.�,...�...�........_ ...,... ........�...,.�....... . .._�.,M.... �....�_.�.a�._..,�.,.,.u......_N._._� ��._�..,_,�.rv.... ...�MM�...,.�...., 800 , ti R E V I S 1 0 N S S OFF--'SITE SEWER AND WATER EXTENSION D RIPTION ROF !"'1I�II V0 Et"'1LN0. BY DATE E C 1 OOEILE EL V+ ASCOTES EL CAMINO SEAL STA. 11+00-21+00 u_ ENGINEERS CITY OE ATASCADERO' ' CA PILANN- ERS m SURVEYORS _ � � D dt,..�., ,.�.n.,.�.�r�.M,�,�.._....�,�....,,,..�.,.,�._.,.�.•�,�,,.�...,.�.�,..u�....,.., ..,�..,._�.,,.w.�..,_.�. . . .�.....�....M.._._�.._.v..............., «.�,�..�...,..�... ....�.,� .�.�,. .�,�.,�.�...�•...�.._� ...�....�.,....�.._ ACCEPTE 8Y: 'I1�/01 9� ' 364 Pacific Street Son Luis Obispo, CA 9MI' JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6--30--02 DATE f (805) 544-T407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE LRBLRB SJS 990533 1" = 40' C4.03 CA/FILENAME . OS-4.03/SHT CENTERLINE CURVE DATA CURVE LENGTH RADIUS DELTA ' • C1 79.20 1300.00 03`2927" C2 107.24 1000.00 06"08"39" C3 124,47 500.00 14'15'49" C4 288.90 800.00 20`41'27" C5 93.52 1000.00 05021'30 o •/ C6 104.99 600.GO 10.01'33' W C7 398.19 3800.00 06'00'14" ,,.•� CL to C8 403.51 2500.00 09°14'52" U • C9 245.83 400.00 35'12'47" a � CIO 335.T1 1000.00 19"i 2'02 t ' F 0 40 , C11 166.63 400.00 23'52'07" / .,: �„�, O / Z _ C12 155.51 375.00 23'45136" . y' x 1 INCH 40 FEET C13 80.26 2000.00 02'17'57" ` ; -- ` .._._. .._.. w C14 254.40 606.00 24'1 .% � �, > C15127.32 5000.00 01'2732" V, h. . , r " , Y, LAJ 0.00 s r h. "Y U Y M y Z Ar - o r _ • 0 s -..., STA. 215±QZ.52 EQ ft 01, .2 .. -ro �' ' END CONSTRUCTION CL W 4 t --®- �A Y4 ;,• BEGIN RECORD GL uj :c;...... max. _,,,. - .• ., ''` 00 _.._ . r • _ ,, ^� � - '. ter/ ✓ /'" _,. TA. 2 +20.10 ftqLLJ r oo F F.. co n. .. J 00 , �'yF "�•w^"'` y� i /+. CONNECT TO EX. azw 2 GAS LIJ " y . . V .- r r i til ? 2,3.E® . t 3 y r y J ., *YR SI6 'tel 1 � , N e. 6r g?: , , w_. - CONSTRUCTION NOTES, z w} Op 12• 1 tl 1 INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No, 102 C4 25+00 " _. ,,. -" ---- -- --t-------- - STA. 27+49.28 `1? RT. <PT 'r INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. gw�-. -45 MJxMJ lq. A '` --� r-a- --- �---�' ' 3 INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 , ---- e. -- •• O 2?+42.51--10' RT. tPT. .Y STA. ,., - „ - - ✓` __Ssm O INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. ` 6 -45' MJxMJ ' g STA. 27+Q2.5215' RT. T. ;' ', r r� _ 6 --45' MJxMJ �� r O INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. STA. 27+07.46-10' RT. `CPT. 6 -45` MJxMJ INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. 9 INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. #. 'EL CAMINO REAL STATIONING IS BASED ON AN ASSUMED STATION OF 60+00.00 AT THE RECORD CENTERLINE V MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN, INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS.' THE EL CAMINO REAL CENTERLINE SHOWN FROM STATION 11+00.00 TO STATION 21&+07.52 IS A CONSTRUCTION CENTERLNE ONLY AND IS NOT PER RECORD INFORMATION: THE CENTERLINE � INSTALL C P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURERrS SPECS do CITY OF ATASCADERO STD. 702. SHOWN FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. . 2; ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE'WITH UTILITY Co. EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' SPECIFICATIONS. EL CAMINO REAL 11 DESIGN CONTRACTOR ENGINETO ER P� CONFLICTS S ARRISEVERIFY TIE IN .LOCATIONS AND SHALL CONTACT 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 .. 31+00 32+00 Sao �� w. � � . � �. . . . _ _ ., w 900 890 3 80 --�-..�...�... wu..,....� .... ...a- ..,.W.w.�,rn.....�...»,-�.- �.,..»......-.... ,.....�..-..........-V...........,...-...,.... .c.,.-,.^ ^.^^^^.^'.•.....�..,„^"^'.,..^_".•,,""".` �."' .,....r__....�,.�._,»,,. W--„~.,.... V8V �.J W 44ch+i 1 Z a INt w W00 4 c (� x 870 '" _ . P ... K . _� �. w. . . _ ..� . w _. n .__. _m .___ . 870 w _ . �. .��_. � ._ . __.M� _ ._�. �� . �� _.��_�_ �_ ��. _ . �_._ _ _� s as a f II x I,I :2 +1 W v t R1 J6+ 4 00 } r i �� _ � . .�. o- �. .. . w� . _ _.. ._� .� . I . . �� m �_ .�Y. . __ b . . w _ zW _ w -- 860 860 s EXISTING GRADE AT CL z --- -~• "` 44 Im O + iD* „.. 1 �.. - _ M . �, �, - -- � �� 850 . �.- �� T2 CLEARANCE 850 ��.~ � - _�.. ... � � .� � _ � � � 12" MN. CLEARANCE s" PVC SAN, SEWER F CE MAIN I qq 12 VG: WATERLINE CD . ... - .�.; 840 �. �. ��Mw« ,....... � .._�.....�.�._.�.,.w ...,.��...�.�.r, ..,. ......,�.... .,,�..�... .........�,�.. �...�.,,_,,.�.....�.�...�..� �.w_.,.�.._.,.�M.�.,.,r.,.._.�..a�,��......�_...,.....�� .�..... ...r..,..�..�..,...��.._�,�.w.... ��w._..�... ... � �_....._, ..�.-�.. ...�.-. _.,. �_ .�.._ 840 6 f 1 TOP EX. 24" RCP 0 SSM XING=841.2± i # PR DE 12 CLEARAN BETWEEN TOP g I EX. RCP AND INV. OF OPOSED SSFM I I .,� 83083a t SCA E MORIZ.: 1 --40 1 = 10 ' PROFILE OEELCAMINOE, EAL w. � ., �.� VERT. R E V I S 1 0 N S OFF-SITE SEWER AND WATER EXTENSION NO. BY DATE DESCRIPTION ui } , on �.M � �� M .� � �.r� �. A A EL. CAMINO REAL. STA. 21�+00 32+00 8�0 O NGINERS CITY OF ATASCADERO, CA PLANN-ERS SURVEYORS ACCEPTED BY, 10/01 Z99 364 Pacific Street rn 0 Son 1 Luis Obispo, CA 9,�4 JOHN R FALKENSTIEN R.C.E.RCE33760 EXP. 6--30--02 DATE .. (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET; STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATEL.RB LRB sill 99053.3 1 -= 40' 04.04 CA/FILENAME : OS=-4.04/SHT . _ _ _ __,.. _. _. ___ __... _ _.,. _ , 1 0 NO ES 1. EL CAMINO REAL STATIONING IS BASED ON AN ASSUMED STATION OF 60+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAiMNO REAL AND DEL RIO' ROADS THE-EL CAM940 REAL CENTERLINE SHOWN FROW STATIDN' 1i+00.00 TO STATION 28+07.52 IS A CONSTRUCTION CENTERLINE•ONLY AND IS NOT PER RECORD INFORMATION. THE CENTERLINE SHOWN FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN vy EQUIVALENT STRUCTURAL SE£TM, OR PER SOILS- &CITY ENGINEERS' SPECIRCKRON-S. 0 40 80 1 INCH 40 FEET Z .....:.----- ,....j CD • .�. .}. -w-. `' r STA. 37+03.40 EC __.. f w 1 „ W�� M 1 .. �yirrl STA. r� !9•t 7 < ar ' a q^; -- .arP ••�•° E ..,.. .,.,.. n. K'�l� ... ...w„w.n.. p r J g C �,. ". gym: .m,ss° m+o.. � i i,`,'� S..gni { fi i... {-`h �. °.n♦nsr vs.�-•--'_'- "'°"r °s°°s >f y... YS..�,s r'1�-_d' ....._,- ._-....,. t,:o ' ._._ ',s� ,... ,....... �} ...., 41+00 ''`•.... ,...,,.I ....n-- ' t avwn• wi.{n ,r. .. t;rs�4� +�-,'�.._E.i L ?F�, �'1: `6 ,� ,_:....----- !• ...,__..,._. �K'4 epi li ,.._.. .,.- ...:.,._._. M ....,....,-... .. _v_ t rp c „ 3 } _... _ q 33 . .. ' +00 , Ljj .y . _ g+oo =-.. j • , ..... _ :... . r r ri �, ..,,,. ._ _. w.. :,., Y ..., .:._ T 38+0 _.. _ r _.... .. IAJ LLL_ ` c z 14 ~' 6+00 I- 32+00 35+00 _.,. 33+ 0 1 I 1 7___ „ _ µ._ rW ,.. .... �..a..� ---- ._ __ :M r,Y r il.ri Ste* ui , ...-„ ° S° IX: r ,w+..w+•,^' ...,,,... -...... w.e....v,a....,-+•^ ,: C7 . ...,.... .........,..__. .a. -•-_.• .{:'#'. :XF+ .h. .,..... "� r'.-«'..�5 �..c - s.., ...a.» .,.,.».....:... .,.,_. _.__,..__yut R' ,,........ ,..._,...._..., _..: h�,S r ... f., i•'ti "F S M..._.,, , 21 PH t r d ( a i ,10 jp { W , ✓ > . ` 9 .._ p an°nw • ..W♦A i46 qAp pm0[• •nq/, ,0®01° '^ MRNI4 •!°•n ..Y� ♦°af0.Ljj .J •.,.••, .. CONSTRUCTION NOTES. 1 r INSTALL P.V.C. WATER MAIN R MANUFACTURERS SPECS & ATAS MWC STD DETAIL No 2 ti.,.. CENTERLINE CURVE DATA ..__.. INSTALL WATER VALVE PER ATAS'CADERG MUTUAL WATER Co. STD. DETAIL No. TIO. CURVE LENGTH RADIUS DELTA O INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 Cl 79.20 1300.00 03"29'27" C2 ® INSTALL 2" BLOWOFF ASSEMBLY PE-R- ATASCADER0 MUTUAL. WATER Co,. STD. DETAIL Na. 1.13. ti4 107.24 100Q.00 06'08'39" , C3 124.47 500.00 14'15'49" C4 288.90 800.0® 20.41'27M INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. C5 93,52 1000.00 05°21'30" rC6 104.99 Fi00.00 10°01'33" � INSTALL P.V.G SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702, C7 398.19 3800.00 06°00'14" ° � O INSTALL SANITARY SEWER MANHOLE PER CITY..OF ATASCADERO STD. 606 dt 608. r C8 403.51 2500.00 0914 52 C9 245.83 400.00 35°12'47" ® MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. C1 o 335.11 1000.00 19412'02" C11 166.63 400 C?0 23.52'07" �1 INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. > C12 155.51 375.(30 23'4536"` C12 55.5 2bo.0o 0 .17'57" 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH U11LITY Co. 2EL CAMINU REAL. C14 254.40 600.00 24'17`36" 4 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT C15 127.32_15000.001 01'27'32" DESIGN ENGINEER IF CONFLICTS ARRISE. , 32+0 } 33+00- 34+GO 35-4 GO 3C+DC} 3�+00 3 -I-0£} 39+aQ � _ , 0+0�_ .� 41+-{}E? 900 �. � ._. ___ w _ ..�_ __.._ � w �.�� ... _ r.� wed W 9 Q0 890 s90 880 , t I 880 j} Z z _ 0 0 ?0 870 + +>W EXISTING cRaDE iAT CL Q N + (n p Z [ F- M i `t € cn tom- ~cr- da 0860 $ 860 " PVC SAN. 'SEWER FORCE MAI 1 " PVC WATERLINE 850 850 840 . I cn CQ840 .��,� ._..�, _._._.......... _.. .. ,....._.�..� .«.w.,.,.,.,..w.,�... �� , �., .w�,.. ..�.�..�. ....w._...w......,�„.,..� ...�.�.�_.�... .,, _. �._� ......�..�.�.�. . .. ..._�__....�....A..°_.....�.,....,._.., ._.�..�..°.,��.,�.�__.... � _ - SCALER HCJRIZ.: 1 '=40' P OR L_E F L_ CAM] 0 REAVERT. 1 = 10 830 830 R E V I S I O N S OFF'--SITE SEWER AND WATER EXTENSION NO. BY DATE DESCRIPTION F E� CAI I REAL _ STA. 32+00-41+0G A � 0 TES CITY OF ATASCADER0, CA ENGINEERS ` .. PLA-NI# ERS S U R V E 4 R S ACCEPTED BY: 1Q1 X99 . + Y 364 Pocific Street Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6--30--02 DATE (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: STEVEN J TE J. SYLVESTER, RCE 29743, CITY ENGINEER DATE LRB LRB 5JS 990533 1" -= 4(3' G4..t�5 C`A�FTLENAME OS--:4:05/SKT ..._. ..-_ .- ,Mo--.+rr. .'�,-.wr,.,-.•^, ., .^x;. ...:., rr. .. w....«-.-.-,- r,.;M-.:,-r s,.F..,... .... „,., r^t' .. --.�_,-.,.,rr..w „-.-...___•.__.-.gym.-..,._..-.._-.-.�»-.:,«-m CENTERL.INCURVE DATA CURVE LENGTH RADfUS DELTA Cl 79.20 1300.00 0379'27" C2 107.24 1000.00 06,60813911 lZ" , C3 124.47 500.00 14'15'49 C4 2$S•90 800.00 20'4"t`27" C5 93.52 1000.00 05-21'30- C6 104.99 600.00 10'01'33„ C7 398.19. 3800.00 06'00'14" Cg 403.51 25MOO 09'T4'5e • C9 245.83 400.00 35'12'47" C10 335.11 1000.00 19'12'02" • 0 40 84 C11 166.63 400.Ob 23'52''07" C12 155.551 375F.00 23'45`3611"1-. 1 INCH =40 FEET C13 80.26 2000.00 02'1757" N C14 254,40 600.00 24'17'36" a C15 127.32 5000.00 01'27'32" + Z t�:g s.: ! rl� I d r1. F reYy__w__ 'V f"l E r LC)CK 3 L� El /x ' P q t y �,.,......,• ,,,� T , rPP14MMr•40■ ........A. n ••� ,� �y r - MMYYi ®WPN � MM'P r..7 �,tl 4 • ,r:'i' 1 • -'"�-.�" AY Y ...,... �` � ' �IwY .I�tlB.s 4r IIrMs aYNP. MFONi. .I�'YII. .� ylYYr t� _ LJLJ to . • i • �:✓ �. MMS M� Mrar Mla.la,� •r T }�, ! 7yb f f y t ,„;. 1 „c ( � � ,� S �_ a�` .I�. r s'�.f .sw. wr... .ww„ r.r� ��w. rrr �w.� .n�.r m M �q _.... . ♦ d:� � S ...,......,.,__ •j _,...,.,.....,... .s » '''`Y".4'Y � ,. 'r` fb ; � .,.- .. .... ...._ ..,... �r i! S ` �r '�." •J� -_.._. i yY t ' F•`£' s._ /.A. z f {�, �.«_, }.,..-.......- ,..._,..,......,. (` ,,,-.,...-,,,...._.. �.< ';fit•'" } _........_.,.._.,_..._....,.. m,Of , Ldr o.rwr+vY. .: 4°3 t,3 _._...._.._...,.. ...,._,-,_,._. n ..,.....,_.,,..., .,..-,...._.._„ ,� �. {.. .ti-'.. ......_ ._... t Bob s 2 r,.a.Ma.rr. ; 3 z _71 41'+00 - ,� 4Z+00 4 43+00 44+aa 4 + -�r1�- � _�_, � � e4 . r12 ►v ---�-I _ ! E� f _ I .�.. _ I oa 46 o r� � � 4s+a© ' a �' ° 1 47+ao 34°1 ' �� y o _.. �� I _ ___ I 49+ooti` _ r--+- 50+ 0 _ 51+00 6 ...,. ; , .0 _ ....... _..,. _._ _,.._w.. �' ---+ o ,.» rr � p ' -..._ �y� ,..„_.._.. GAS �y .moi 1 LIJ Ld A _, .r p.�, b.i�� C .,ee 3 ^'�^ �a+qo '° ws ,•ne S ! 1 .......... .........,.. ... .... ... .. a �_..._.., .... a .. ... ,....._. STA. 42+29.75 CL INTX a JP , �_..,.�_ _. _r. _ .. ,• /� ' L CAMINO & CARRIZO :,�+-• s- 9 �. # mui �° E CA REAL Llj. `-�. a _..... u 43 VIA` + 1 j . � '^`.r Yt 6,9A�M,..:...AWiMM ..„.,......-."•�...._...,... . ._..,... '""`Mar"'. . '^ ,,....Miw .,,. ....., ,j} _. .............. !._.,.. ,„.............,. ...... -............ _("1 e +°m'q► -.Mw�.► M1aaM► _,,.,... ,...._. ra}in._.,.Mnwr•_..,. 4� 't i v ! .. MrM....,. •oMwM......,MMw....., aare rir irr a .✓' � � w ra. •arr MarMr MrrM tMrr Mrr� �� ,...,o.....,:.,.,.a.,„, ,.. `�,S.„.„,„,.,,_,,...,,.,..,..,„.. W �'t�..•.`7 w .. CON" STRUCTION NOTES, O INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL NQ• 102 O INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. O INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 11i ® INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. O5 INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. 1. EL CAMINO REAL STA110NING IS BASED ON AN ASSUMED STAI1ON OF 60+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE EL CAMINO REAL. CENTERLINE SHO FROM STATION 11+00.00 � INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. TO STATION 28+07.52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE CENTERLINE SHO FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. Q INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. 2, ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN Et U` At ENTT STRUGMR�AL SCTTON, Off PER' SO11..S� & C� ENGINEERSS SPECIFICATTONS. MAINTAIN A MIN, VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. ELCA'm' A. lN0 REAL10 SEE IJTILITY Co. PL.AI+tS FOR INSTALLATION- OF 2" GA-S LINE. CONT RACTOR To- COORDINAt•TE VATTi UTILITY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. C 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 900 w. . _ ._ � � � _ • _ .__ _ . . _ _ v« � � M .� w _ _ � �_ b� _ �aM ._ _ a a __ �.� .� _ _ 900 4 890 $90 � � � 1 -H 3} s I -Hco . Q { .00 OD 00 I z 880 ! ,z x a >, x m (n $ I ®0 , a a. a.a $ cir EXISTING GRADE T CL � �. � � �� M� � M �� . + 870 �� _ 870 cn �w www ,,.�,��•• r��«yam,, - + �..�.a;+w , "� !' 1 •' $60 860 1 " MIN. CLEARANCE " ! V6" PVC SAN. SEWER FORCE MAIN 12" VC WATERLINE 12 MI CLEARANCE $50 � _.�� 8.50 € f 00 840 SCA E d MORIZ.: f =4a PROF[LE, OF` L CAMINO REAL VERT. o gi0830 ' . CD , I R E V I S f 0 N S OFF-SITE SEWER AND WATER EXTENSION alannon NO. BY DATE DESCRIPTION cr7 . A a s EL CAMINO REAL -' STA. 41�+00--51+0 ENG1NEERS CITY OF ATASCADERO CA PLA` N- N� ERS S U R V E Y O R S ACCEPTED EKY: r 364 Pocific Street 10 01/.9g y' Son Luis Obispo, CA 93401 {SOFT 544=�atrr JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE LRB LRB $is 990533 1" = 40' 04.06 ct , /SFtT CA/FILEttAME : ©5--4.OS Y , CURVE CURVE CENTERLINE LENGTHS RADIUS DATA CONSTRUCTION N DELTA Cl 79.20 1300.00 03'29'27" G2 107.24 1000.00 05'08'39" Q INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS, & ATAS. MWC STD. DETAIL No. 102 G3 124.47 500:0014'15'49" INSTALL WATER VALVE PER ATASCADERO WTUAL WATER Co. STD. DETAIL No, 0G. C4 288.90 800.00 20'41 T27" C5 93.52 1000.00 05'21'30" V INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co, STD. DETAIL No. 111 C6 104.99 600.00 10'01'33" ' C7 398.19 3800.00 06-00-14- 11 A INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. EL C A -1 GS 403.51 2500.00 09'14'52" SEE SHEET �4. C4.0? C9 245.83 400.00 35'12'47'" INSTALL THRUST BLOCK PER DETAIL A, SHT No. 04,18. . � C10 335.11 1000.00 19"12'02" • ( s?� t C11 166.63 400.00 23'52'07" Q INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. C12 155.51 375.00 23'4536" ? INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD, 606 & _608. C13 80.26 2000.00 02''17'57" `'¢ r _ 0 40 so C14 254.40 600.00 24'1736" $ MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP.,FORCE MAIN. C15 127.32 15000.00101'2732" 1 INCH --40 FEET INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. 4 1 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN- LOCATIONS AND SHALL, CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. m , r , 9 ; n � R 6 --45° MJMJ ' ' §� i R 500.00' 1' �- t D=4 5" {{ � /yip y ` �} i �'s `!4 n {...'S 1 `t f tt'�• �i „ TP ; �«+r . ,. 11' C FORCE MAIN =p,:} rZ c aw.•riwww swws caws%�! � i� '^-•. t.Y :J. ' - ec,,_.-... ,_,.._ ut't.,.�,+`8'.i t., S.; �e•3 i t i...•„ 5k °,...,,..,_ wns wwr .oeoae wewaer woo .goer aener wwwr www q.ewr wer www' wew -nw3p.ero�i'��di wwr'• ^. __.tee...,..,, wwwe www wesere• wr �"' - �.�Y - "{�ir��.�� .�w� w...�. •'��t x L n. 1 , ,.t •� n i T , rwM T '""' <,«�,...,,..-. ..,w....w.......w...,.,..«.^. L.............., t.,..«,,....,..,,,.. ...».® ,«,,.,,,.... .a«,ww..e.,,,° .»,..,..,.,.,.✓' Q_n r , 6a-45- MJxMJ ssm. �„ ... �" e•reereegru�., i�� 60 w.e....w � ---SSFM " AFM 6 SSM .." I-%. eda 1 I t IZTM ' � r y �Y'� + . ,„.,�'i 4 l' ( {rte fn? x++rb ..e+.wvc. mxa+ ,.., ..«--ti+.-.e.w. ......r.w.,. " er mow. ...mn' • "S"Vt?Hr".",°:..,,__m .... -.,, M s I �. +t mn+n:,w,.,-^^n x v P' rwr.rrv.w n^,w...w.r.rn...wo ..,..,mama�a,r-._... �.,».vwun. ..[+rwna.a»"w•'rn.w, .. .. ^, iw i "^•► 1 t t rr. ; - .,.,. .._ __... ... ..� .....� ........,.... ......,.,. "'.�.`.Y, 3i - VY •!,yam. -,.CM+.tx+N . ..,- _. w v •• 7 9ta f,. w` q( 9 ; i ., f .t s; .,"v. i<".,.,r,C y. '+ ..,...,,..,......,..........,..,_. t' ^.. 4 u '"•; t �. {�..ii f...�' �.t.•••. .y,„„� .y,i :. �,`ri,;,. .. :w4".""Co'.res. „e 'R"'e..'�«."""•'••}�..'.`pt'+;�•-..'k.'a �°•'. "', y r a (.SSS ,±. rs t t:f p• '..'g. „ l , 9 , .}e,t.S :z y�- .•s ..• .�j„v r � '4.„ lJ t' !�' � i _e,, ,,SF ; "�" �.r" a -. ' awes oeww rr. occas. wte .seww wte _ l� - -. •••,.•• wte wYYeD .eYawe www• �te j EA. 17+66.53 QC / e r ...«,.., �y tM�� .ew. 'Yllw �q� wI.PIw .IAY atlMw wlew E t YMi,ywlllw�• Owlww• �/� S"�' ~. 5 w•, '. ti r .,, '^ ..._.. .-,.,.r,....: ;-� f ,...._. ...,e..i°w�: .. •°6`°g+'•.[" `9r ti k ._N� ...f�� wiw}q t,✓ i r w rn V f yt ra 0 •� S i � �� _ ..,.fig•,. �� <�.�/• � ��„n/) Zuj . IN 12 x12'x12' E �\J M s M1 '�r ;S r _ HOT TAP EX.�12" IAL ,. _ y� LLJ LAJ t 1 ` {' 4A. 1 00.00 EL RIO ROAD= STA. 6 00.00 EL CAMINO REAL s + , EL I L. NOTES D'EL RIO ROAD 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE [UTERSECTIOI4 OF EL CAMIN4 REAL AND DEL RIO ROADS, THE DEL RIO ROAD- CENTERLINE SHOW4 FROM STATION' 104-00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. 1G+00 11+00 12+.00- 13+00 14•+00 15+00 16+00 17+00 18+00 19+00 910 . . . . �.� .. .� a. _T ...� ��. �.� _, _�� x.� _ :._ � _�« w._ T. �. M _ w. ._ _ �._ � _� 910 - f 900 --1 ( � �. �� __ � _._ M � _ r _ _ n . �.�_ _. . - - . m_ -• -�• � �.-�-.-- �.- � R..�- 900 . 4 Z 9 890 s © _ I -H rn z X s + .� d ��.�. � ..� .� _ �.�.. ,,��.. �..�..� �. ......�...,.�.....�.,.e..a.�.__ .w..�..�.�.�,,�.,..�.«Q �..�. .�. .......,..�.�.�.,...... .�.,�...�,..�...�......�..�..,..�.,.., ..�....��.�.....�..,. 880- "`-` EXISTING GRADE AT CL WNZ ul � f -, CID `�-a o°p ,.. 12" 41N. to -- ¢ a o � w _. .. X� --rt ;;_ 870870 A v I -a47.*�L. .. .. . --- -«- -rw m ._," EX. 8 ATERINE -. cn r-x -� �.. r FOR MAIN 6 VC AN. SEWER co 860 860 CD �. , .. � . I SCALE HORIZ.: 1 =40 VERT. 1 =10 a 8q -�..�.�....,.��...�.�......�..�...�.,�.�...�.. ,....w.�....... .�.......�n,.�......�..�,..�.�....�.......�...M...��.�..� ¢�.��,�.�,,.�..a.«....... .�� ....«. �.nd..�,�.,._r,�....�.w...�..__ ..�...,_...�..,_.�.�.�.�. .�.�.�...�.Y.,. ..,,,,.�._.. w,�.�.�,..�..�__.w.�.�...�. ,..�...�.._n,,.....,......�_M...,.�...a..,~.. �...,�,_.�.��..�w, µ�....�..__ .�..�...�.�,...��.._.�,w.....�_�. _..�.w..�e.__p_�........,� .�.a��..�..�.�......._,�._.,_«��,��.....«..�.�.- �..,�...�....._.��.._n....w�..__...�...,�._.w.:..�,.,�.. . �.. ..m....«.�..._...�....a�......,�.850 q 840PROFILE OFbEL RI-0 ROAD, c co R E V I S C 0 N S OFF--SITE SEWER AND WATER EXTENSION 11 NO. BY DATE DESCRIPTION cn J� 5 5 5 DEL. RIO- ROAD -- STA. 9+50-19•+00 E N G1 N E E R S PLA � NER- s • CITY OF ATASCADERO, CA S U R V E Y.O R S ACCEPTED BY: 10/01/99 364 Pacific Strut. Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6•--30-02 DATE rn (805) 544-T407 • a DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: TER, RCE 29743, CITY ENGINEER DATE STEVEN J sYLVEs LRB LRB SJS 990533 1" 4!J' C4,08 CA/FILENAME- : OS-4.aS/SHT _. _ .__----- _------ __._�__. -__-�___ _ .�_�____.______.............._._nM.p_.n_,._.m__._._ n _ w.__rv_._----___________._____._ _ __ ��-.�e�. ,_M_ _. f%ES lu CENTERLINE CURVE DATA l CURVE LENGTH RADIUS DELTA 1.; EL :C :IN(? REAL STATIONING' IS BASAD ON AN ASSUMED STATION OF 3-iF®O.O0 AT THE RECOR D CENTE RUNE Cl 79.20 1300.00 - 03'29'27 C2 107.24 1000.00 06'08'39" XTERSECTIONAF EL ,CAMINO REAL AN} DEL RID ROADS. THE EL CAMINO REAL CENTERLINE SHOWN FROM STATIC 11+00.00 TO STATION .28+07»52 IS A CONSTRUCTION CEN ISE ONLY AND IS NOT PER RECORD INFORMATION. THE CENTERLINE C3 124.47 500.00 1'4.15'49" DEL RIOROAD „ FR STATION 2$+07.52 ON IS PER RECORD INFORMATION. C4 2$8.90 8017.00 20 41 27- { EALL PAVEMENT REMOVED DURING 'THE COURSE OF WIIrITY INSTALLATIONS SHALL DE REPLACED WITH"AN SEE SHEET No. 04.08 C5 93.52 1000.00 .05.21'3.0" CAJIVALENT STRUCTURAL SECTION,.OR PER SOILS & CITY ENGINEERS' SPECIFICATIONS. r l 1(� t 1 C6 104.99 600.00 10,101 133" / C7 398.19 3800.00 06'00'14" k . CS 403.51 2500,00 09'1452" C9 245.83 400.00 35`12'47„ o 40 so f t F C10 335.11 1000.00 19'12'02" Cil 166.63 400.00 .23-52'070* 1 INCH _ 40 FEET ! C12 155.51 375.00 23.45'36" j C13 80.26 2000.00 0217'57" C14 254.40 600.00 24'17'36" • C15 127.32 15000.00, 01'2732" i.J ��U t.,}s..,iw psi LJJ IMF i { ;Y {i R' .'i .�1�- ;ii.. ,ri 4.r .,..,,i .,,::;: -^ .,,,. '. ."i".`q"".rr Q�(,,� r-�• ;t r.� P .. .. -_. -_. 3 7 ul ...,,.._.. ,., reaeo. .. .,.--..,..�,.,.. .- .,,.»...._.. r,°.' s w ...- �'{ M_. a .. _ s._. - ,._,._µsl r , F h. r ,. P rn � t ' AI r t 5-54 GO s4+�o . .00 55+ 00 ......, �,.._;:.,.•.,. . ._ _�¥,�•....�_.._ _Z F- _ �v � � ,.,� b,.�' ...,. �� .•�. �� Rr i _. ..f j r";` STA. 60+10.95--10.$' LT. 51+0{3I- L - _" '_' �' r .` w .�4 „_ �,. _�, _ 2" WIL r ;� 11 1 x12 02 �,.... LU 5 e ry ,... 2" r_,.,_.. _.. T X 1 � � R-500 ;-� TAP "..... ._, ' w , , !'T'e� 4 4 r `.-,.-t--- Qp 0- 4fi 2 , �,. ., • ^J s r 9 Ir=r r^S,f t ,�uwwpap :. .. }� ,,.... .................... _........_,»... ,,....;....,...,. ,„..,,,..,..., {� _........ ,.:..v.,s,«•..?._ � .-.,.�;...,....._.,,..._. ,.. M�� dAs -t1i'* W """..+..7 Pi L_m,.... _,_.:. a {1-- „__ _, w-._�w .,,.res , _, ...�:. �,,� „-�_.�.. _n ty_,...,w.LS 9"1"98_, _- A 4S1K siK mjxmj 60+00 Ld � A. ry - STA. 10+00EDELARIO ROD� sraae�__ • '-. ^, 61+0 � .e as .m °'�" �! z SIA, 355±32.32 ¢¢ s 6w 1 j+ _ _ TRUCTI 0, 1 I Tutt P.V.C. WATER MAN PER WANUFACTURER''S SPECS. � ATAS: SID, DETAfL No. 1.0Z INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. t,. ` INSTALL AIR VAS RELEASE VALVE PER AT I� MUTUAL WATER Co. STD. DETAIL. No. 11'1 STA. 5c3-�85.15-1.7.00'' RT. 6 -45' M JxM J 7. INSTALL �� BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. .STD. DETAIL No. 113. <; INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.1$. INSTALL P.V.0 SANITARY SE PER MANUF'ACTURER'S SPECS. CITY OF ATAS. STD. 702. o rn 7 INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 do 608. I $ MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. - DEL RIO R INSTALL 60 P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS do CITY OF ATASCADERO STD. 702. EL CAM116\4`0 REAL , 1 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2ffi GAS LINE. CONTRACTOR TO COOR®INATE WTH UTILITY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. , 51+00 52+00 53+00 54+00 55+00' 56+00 57+00 58+00 59+00 60+00 0Q _ _� ..� .� . �.. _ v _._.. _. .. _ goo . 890 ,�.� . �� _ �._ _ �.. .�� _�, . � � r� � .. .._� a. � � , _ ,,�_ .� _. . � _ .� ,. 890 co �w� 000 w 1f z 880 �. .�� 7-- 0;92 : w�. �W 880 y.. to .��► w 04 r to x rn w 3!� ® vi ' EXISTING GRADE A CL rn ' ©N w v + �.. J ,.. .-� ...w_ .. .. d . _. .A . . "'Ira �+, x a°l� { 870C�X 870 - a ++.�.�/�yy��//�, � Q i'� /�mayy W LL- m u'X w w 000 o- >> - 860 d . 860 i " PVC AIS' SEWER FORCE AME 12" PVC WATERLINE ' _-12 MIN. CLEARANCEICT � 85.0 co .850- 84-0 . � � .� . . _ r . �. ___ _� w_ __�.._ � ��w _. N �..� . __ . .,�� __� _ _ _w-N. __ 840 �,. _.� _ _ I SCALE . HORIZ.: =40 PROFILm' OF EL CAMINOtREAL VERT. : 1r = 1O I � , 830 f Cn w N0. BY DATE DESCRIPTION OFF-SITE SEWER AND WATER. EXTENSION A Q �r EL. CAMtNa REAS. -- STA. 51 +00-61+00 CD E CITY OF ATASCADERO, CA a E N G I N E E R S SURVEYORS cis , ACCEPTED ®Y: 10/01 99 3£i4 Pacific Street - San Luis Obispo, CA 93401 c (8O5} 544-7407 JOHN R. FALKENSTIEN R.C.E.. 33760 EXP. 6-30--02 DATE DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CD STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE 61;7 4 LRB LRB SJS 990533 1" 40 C4.07 CA/I=`ILENAME OS--4.07/SNT _-,,,,-,...-_'-`_-_`._._«,�..__.d.._......._..._,-__�'___.-_._.__..__•_., �... , CENTERLINE CURVE DATA CURVE' LENGTH RADIUS DELTA CONSTRUCTION N 79.20 1300.00 03.29'27" ►► INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. &• ATAS. MWC STD. DETAIL No.. 102 ` C2 107.24 1000.00 06•08 39 (D ' C3 124.47 500.00 14'15'49'" . C4 288.90 INSTALL WATER' VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No`. 'F10. 500.00 20'41'27" C5 93.52 1000.00 05'21'30" O INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 C6 104.99 600.00 10'01'33" C7 398.19 3800.00 06'00'14" " • 00914"52'7 � INSTALL 2 BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C8 403.51 2 500.0 C9 245.83 400.00 35012'47" Q INSTALL THRUST BLOCK PER DETAIL A, SHT No. 04.18, C10 33b.11 1000.00 19'12'02" C11 166.63 400.00 23'52'07" Q INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. C12 155.51 375.00 23'4536" � C13 80.26 2000.00 02.17'57" �_;_J INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. ° a 4c7 sn C14 254.40 600.00 24'17036" C15 127.32 5000.00 01 '27'32"„ ® MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TCP OF PROF'. FORCE MAIN. �. 1 INCH == 40 FEET �9 INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH U11UTY Co. f �` �E F. r CONTRACTOR TO P0THtOLE AND FnD VERIFY TIE IN LOCATIONS AND SHfiAtt C ACT' k 4Cj. T CW3 :. 00 i a DESIGN ENGINEER IF CONFLICTS ARRiSE. LL a }° ' ,fir � �; � ,.��,� c 'sem,�;,, ,• _ s2 j �y P_ 'w. �✓ d W .,.. . W . f , vc w.... *.... ` W b t As Uy r.% ,..c� 1. :................. '.., -,._,,:,..^. ,. , i ••,,,,`f 1 ` ,,af ` '{ _ w,w S 3t / w _ ti. e 4 t ...�Af'' f � ® @ ^^�-. '-_..,.,,,.^^' r"j � t w'`, j ,_,a" ^, r` r, i.\.' , •, � .......... ...w. f .;s t1 _..,._ ' t5 „ ..M � a �+ °•�•.,,n� i m' Mf 4?d3 r.,,; ? ar .' �� .rY.� -` } ,y£ , V f !N s • y w . 4,..... , OWe 4i 9. ' ?" is tw.m.tw_.,s*.„,._'y^M• ..,.. ii c.,. :,.. .-»:,.. •^.^"",r ..o+ i aSFM_ _0 .. rrrrrr ..rte _ �w-nw.w•r ,..n 1 w . P ,.eta 00 ' ...•.'1 ' Q� a"'A, t t 4 f.,,s„:.e�i., d '- .a --�.�,'.. •'""„ - " •. _ _ I-- t, ti° W a i 173 �,F a>• w-+ .. ..a v d _..__.. 1' Y W r{y r, _ pp .. ..�'r"^.�@., ........_. _...,..""'� ♦• ' ter"►► ., i�iiw� ' j 4 . ,,......,. t .s..w1, LT i_.1✓ ;•"• f ,s, , a t ^, �r 't Z A \ _ T tCn NOTES 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE DEL RIO ROAD INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON tSy A CONSTRUCTION CENTERLINE-ONLY AND tS NCS PER RECORD INFORMATfON. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. . • w.n r.aa+»..uas+.m wwwry n«we-amw..waw+n+..w,.n, +00 20-+00 21+00 2-2+00 23+00 24+00 25+00 28+00 � 27+00 28+00 � 29+00 910 910 ° �...�...�..�... 900 -900 d LAJ 890 89.0 _,... .,�.�.,�.. �.� ..�.. ,�....w..�,,..w.. �.,_.... ..�. � � + d I o w0 � + I N -� _ aao >C I EXISTING GRADE TCL t�� - lK fa. 1 44 870 � .� ._ _ m M r � �� _. _, _ �- M �.� _ �_ _W_ _ -_ . . . 870 C4 x ...� » w } 4 I " _ WATERLINE s PVC SAN. 850 SCALE. f HORIZ.. 1 '--40' s "NT _a VE R T. 1 -10 . _ .� .. m __.� _� __ �.. 4 _ ' _.. __u� . a�w _ ___ .m _� . _ . _ _ w �� ,.�� m � �� . _ �w � Y _� � � �_ w,.. ,. �_. ....��. . .__ _._ 850 PROFILEDELRIO R AES �- 840 TD Y C C N S OFF'--SITE -SEWER AND WATER EXTENSION 511 1 N0. BY DATE DESCRIPTION DEQ- 'RIO ROAD -- STA. 19+00•�-2 ASSOCIATES CD E N G I N E E R S �% PLANPlERs CITY OF ATASCADERO, CA S u R V E Y o R S ACCEPTED BY: 10 j01 99 4 Pacific� i�C9C` Stf@Lt Son Luis Obispo, CA 9340 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6--30-02 DATE 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER ' SCALE: SHEET: STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE LRB LRB SJS 990533 1 n 40' C .:09 4 CA�'tLEE�IAM•E - e i- CONSTRUCTION NOTES CENTERLINE CURVE DATA CURVE -LENG`IH RADIUS DELTA O INSTALL P.Y.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 Cl 79.20 1300.00 03'29'27" C2 107.24 1001 ,00 06'08'39" M WATER Co STD DETAIL No 110 • • � INSTALL WATER VALVE PER ATASCADERO MUTUAL R C3 124.47 500.00 14°15'49" - 2T�' 41' �� 288•g0" 8O80U.00' 20 � � 3 INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD.. DETAIL No. 111 C5 93.52 ' 1000.00 05'21'30" C6 104.99 600.00 10'01'33" INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C7 398.19 3801.00 06*00-14" ' CS 403:51 250-G.W 09'T4`52" INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. 35'12'47" 10 245.83 400.00 - . . INSTALL P.V,C SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 701 C 335.1:1 1000.00 19'12'02" ' 23'52'07" C11 166.63 400.00 CITY OF ATA-SCADERE} 606 - 60+8- ' CONTRACTOR TO VERFIY LOCATION WHERE WATERLINE CROSSES CENTERLINE � ALL SAN}TAR•Y SEWER- MANHOLE- PER- STf}, C;T2 :51 3-OU� 23''45`36" AND SHALL ADJUST FORCE MAIN CROSSING AS NECESSARY, IN ANY LOCATION � II`FST 613 80:26 2000,00 02'17'57" WHERE 10' HORIZONTAL SEPERATION BETWEEN EX. WATERLINE AND FORCEMAIN CANNOT ry C14 254,40 600;00 24"I7'36" i BE MET, A MINIMUM VERTICAL SEPERATION OF 12" SHALL BE PROVIDED BETWEEN MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. C15 127.32 5000.00 01 27 32 C� INVERT OF EX. WATERLINE AND TOP OF PROPOSED SAN. SEWER FORCE MAIN. ® 40 8V 1 " '` ' INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD: 702. CD> 1 INCH =40 FEET /` f rn SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" ATE WITH UTILITY Co.GAS LINE. CONTRACTOR TO COORDINATE, , � �. . 10 E . 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT y !, r DESIGN ENGINEER IF CONFLICTS ARRISE. � i' .�..., 6 45' MJxMJ ,.!' 4� a} t" `: �' � •' �? yds..»-.,.,� ...,,..y. �"�� ` }�S � - Y� I , � . .. d'a ~•,�,J i • � �•Y"�� $ '� , �£ t r'.,'«'r'_' _'w � �� y F a r�J � r r ,x � ,..+ ��,( � » .,,.M..wawn++,•w...sau•�*+e*+. . v. w...M.� �a sw 4:•L„) � � � e/ � �r' S %}�,{ `°`.`!. •r'„"`^, "r`• '.""+:.n " f r� .. _ t r•°' � .�.�+�.*"r'i'w'•, .(f t ....,,,.,,,....,, ww.... �* - + Y r d. 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DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. DEL RIO ROAD 2: ALL PAVEMENT REMOVEIT C3URNG- THE CQUR:SECif"UTILITY INSTALLATIONS' SHALL BER REPLACEi3 WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS'.RECOMMENDATIONS. 30+.0-G 3-1+Q0 32+04 33'+00 34+0O 35+00 38'+00-.� � 37+00 � � 38+00 a �39+OQ 910 �.�+0.0- ....�..�.�... �...��.. � �...�,.� ,..��., ... ,._ _,_..�..,�.. .,�,..�.., .��..w .,�.., ...�. �. . .�_ p - - - 910 -., .. �' F .., _.�.�....�....,� ,...r....n. �..�«.,....,.,...,....�«...�..�,�. ...__._..�•�.w_..,.�w..�..�.�..«.�.._....�..„...,.. ._..w.y.w.....-,�._.....�....�...._«.., �w..<.�....«.-.... ...�......,TrA._....�.r...w.,....�..«.M.......�.. .......�..�..,.,..,�.,»,.... .w-.»r,..A....��.......�..«......�...M....a. SSS ..��..�....�,.,_.,.�._.,..�.....�..�. �....�....�.,�..,.. .._...�...,� .. ..�.�..�.�.._..,_�.., __�.�.�...._��...«....,.w�....,�,..... �_.��..�.�...�.,�..��... �..m..,.�.,"»....�.�.. ., ...... �...�.._..�.�..»..,,�.w...N.,_.�....M.�...� . 900 900 __� �� . � -� 890 0 � � .� . P I a 0 z o' EXI TING GRADE AT CL v 880 880Ix 00 td9 N Q O s . -•-~ -., tL> :-�''�- �cpp N tri pp dif to + e < ,,.�.. `^^.+-.,,�,.,,..,,,,, -•+... •-�. .. r� ,,...r •.."•' � ...•,..w^' a ......-»•...,., k..,..,,,,,..,,, .,,..�,,,••.....�. '•*.,� e.,, `�•-M. ...,».,..,..,«....,.,.,...,......,.,.�M«.....�.-»..a.» �>.,.M, +W ...,,,,... ...,. ,..._,,,„....,...».,a. .......„ ,,..,..y ..«............._.,....,..»...., .,......,..n..,...� ~ ..,n.,,,,,,.....«„ ........,.,.._.., ....�..,...... ...,.:w..,.,......,.....,. ,..,......,,....,..,r.aa..<», ..,,,,,.........,..M,,..,«.._,..r.....,,..,....k..,.. ~ ,..,u..,.....M,,,......,..»..�....,.,w.,...,.......,...,M W �» wa - _ . " 870 ._ �, 00 ��. � -° -_ �... � -•� --_... ._,,. .,.�. ---- " W A �. NE � � •- .�,�- �' ``` `"' --- ...... ¢� �m ,,.... --°�" �" 2" MIN. " pi/C SAN `^-�."�,- 92" MIN. "" . _ _ 7 860 86 cn SCALE 850 850 VERT. 1 !1=-1 ` CD I.:IROFILE OE DEL RIO ROAD � .� � . _.. � _ �� _ � . 840 840 CD E �/ r C 0OFF-SITE SEWER AND WATER EXTEN S#ON . NO, BY DATE DESCRIPTION on cr DEL RIO ROAD -- STA. 2-9+GG. 39-�- ASOC9 TE5 ENGiNERS CITY CIF` ATASCADERO, CA PLANNERS m SURVEYORS ACCEPTED BY: 10/01. gg 4 Pacific Son Louis Obispo,Street t CA s34o JOHN R FALKENSTIEN RCE 33760 EXP 6-30--02 DATE 805 544-T407 , DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE:. SHEET: STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE LRB LRB SJS 990533 1 4� 04.10 -� FtL QAf ENAME ; CIS- 4.rtTSHT - , .. ..-s n vv r n.. v.. ..H`v^ ,+^,.^.'i.-r,.r.,,_�.....,.,.-._.._ y..ry:+n• ,„-i,-r•o-. ,_.�+ mv�/r.-s,Y .,.._ ......................._.......,......,. r -..-...,.a._r..--.-,»....-..,-, .,-,.,.,_.,.__.,...p._..--,._.,...._-..,,,_._, ,_,..-.__•..___-___�.__.__..___.e._�_.--.w.-..--•,---,...,.e.,-...,•r �.*w -..--,.-� +r.,...,..,,;+�^- ... -.. ... .. . .r.,�.r•,.-.--^;. nY,ye.w Fv`.�/Y.'rYrrv,•+-.� n.M,*,x t�rrr - r-'^ ,+^. X.•f°..�.+"3?. .. ..r CENTERLINE CURVE DATA CURS LENGTH- RADIUS DELTA CONSTRUCTION NOTES C1 79.20 1300,00 03'29'27" C2 107.24 1000.00 06'0839" O INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & RTAS. MWC ST'D. DETAIL,No. 102 C3 124.47 500.00 14'15'49" • E4 28E.94 500.00 2-0-41'27"t'2?" t4MLL WATEIT VALVE"FERATASCADEROr MUTUAL WATER- Co. STD.'QEt'A11 No. ttQ. C5 93.52 1000.0005'21'30" C6 104.99 600.00 10'01'3 " INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD, DETAIL No. 111 C7 398.19 3800.00 06'00'14" C8 403:51 2500 00 09"14'52". � INSTALL_ 2" BLOWOFF ASSEMBLY PER ATASEAD€R0 MUTUAL WATER Co, STD. DETAIL NO. 11.1 C9 245.83 400.00 35'12'47" C10 335.11 1000.00 19'12'02" ® INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. , C11 166.63 400.00 23'52'07" INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. C12 155.5 375.00 2-3.45'36" ` C13 80.26 2000.00 02'17'57" a INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. C14 254.40 600.00 24'17'36" ' 4° s0 C15 127.32 5000.00 01'2732" �$ MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. 1 INCH = 40 FEET INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. DTJ t;ONTFZACTC�6 TO PQTH6LE AND FIELD VERIFY TIE IN LOCATTOfYS AND SHALL'CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. t r - ,t' '°•ti.f` �y A.....tit .Y' `'� � '; ; S.. s v�; � l � `�-�. g.J ,.,.5 M '„`` �•+y„f`+".j r '•`1 (y, BIW YMOID 1gM10 16®s .NYF f4M MAY M1tl1Mtl mil® .84WR.1 �� MPOPe. UaFI1rIU w�. �� .Ill�pw .WMi •YY.iu .1YwB.11 �Y tepl. .IIMR. t•..1.M .�.�. +� �' �s .�. .MRM t•IIFlIIIN tlllIIRI> .�. �� A. `.�3`r- R�wIY RY.IIr .1It.M l� , r` .C, ,. r ,__....._.,.-__... .....�.._...., a..tom: ,..._. ..._.._.......,..___..... 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Vie..« .s ,.v Lv { "' .....r,,,:..--.__.....,..,... ..f sh ...,...,_......_,.. .,,.,_.. t✓. L..tea'f 4 ;n. ,SAM .._....,,. •. +R.u. .m..m. .mr. .wer RA...,St a...r .r..0 .n.m. m... o.e..Se,nm,rurwew.m ..... a.rr .h... ...ao .....fMi�o...,... .�... . re unw. ...r.. ,.� ...� ...wa. ...,. .�.. .o..... Rs.. ..... ..wr ..�.. .... ±•..� ..�. ..... .RR..r a... ,.... �.. a�� Z ` (� 3 LLJ x- i i� '4C 'h._.f.. t7! f• et r"3 i NOTES 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE DEL Rlu ROAD- INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN,FROM STATION 10+00.00 011 fs A CONSTRUC1r01q CENTERLINE_ONLY-AND- Is NOT PER RECORD INF'ORWAIT . 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. Now 39+0 40+00 41+00 42+GO 43+00 44+0O 45+00 46+00 47+GG 48+00 49+00 910 d R 4-!t ",tt" 9 0 0 900- . ....x«,,.. ..�.. 890890 z z x x w -- EXISTING GRADE AT CL ui CLI = g D� 'x - 880 _. W + wo CL + J2 zu 04 . LL I 12" MIN. [''y p"� i +�iw ^'�'. •w�+."'`""'". "..«.,'.w'd"`. .».... ....,. -..�.,...-.,,..�-,w,..-,..�.+..w "'.""'""+�Wu ^.,....w.. ..F.. .. .,,.....,,,,.«W w+- """`"'"`.""• `-.�..,.-..... '�.,,. ..»»,. .....b..�..,.«..•`^,.nn. ,»......,.....-..,».,..,.,..-..w,.,... ....,,. .-.....,w E �.w// \/ # -- '. ✓, Q VC 12" IN. --' - p $ l` ' � rw. ..wr w+n•..e. ..,.w ..rne. ......n -ww.. ,.....r..w... �..,.. a.+wo- ""°'"°" w..ww ,d....•.w.+'• .w.•"^Y0"•� ..-...w."^..,. .w^ � [ `"`w+M..,, -..*-�.....x,., '"«+..y all ....�"�..'^" s +•r.«.».wu. ,x...�,,..,,,.e,,,� ,.+..rr.x-,. ......m+, ......•n+xr..v Y .,M,.,,..,...,.+ ,.+..".m"".'. � r �� W w. _ 860 a 884 12 IN. SCALE ° HORIZ.: 1 '=40' I VERT. 1 '=10' 850 850- CD 50 a PROFILEOF DELRIO ROAD�• 84 ,��.�...� _�r .�.»..._.�...�,...� �._ �...._...�..�.�.�......� � 840 , i , 3. rCD _ REVISIONS✓ OFF'-SITE SEWER AND WATER EXTENSION NO. BY DATE DESCRIPTION A SOCUATES DEL RtO� ROA# -' STA., 39�+Off}--49+00 ENGINEERS CITY OF ATASCADERO,, CA SURVEYORS Lo ACCEPTED BY: ' t 10/01/99 c 364 Paci is street Son Luis Obispo, CA 93401 JOHN R. FALKENSITEN R.C.E. 33760 EXP. 6-30-02 DATE (80a* 544--740T DESIGNED BY: DRAWN BY: CHECKED BY: 908 NUMBER SCALE: SHEET: STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE 990533 1" = 4Q' 04.11 LRB LRB SJS r CAfFtLENAME ; OS7 4,T1•/SHT �F _ . _ _ _ _ w__ n..,, _ -__--- _...._m..__._ r♦ _ _. __ _.. _.. __ _ -_ _ _ _.. _.. ' . w CENTERLKE CURVE DATA CONSTRUCTION N CURVE LENGTH RADIUS DELTA . . C1 7920 130000 03"29'27" (D INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATA5. MWC STD.. DETAIL No. 102 . � C2 107.24 1000,00 06'08'39" . 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ALL PAVEMENT"REI♦i 0`VE DURING THE COURSE OF-UTILITY IRMLLAITOtf SHALL Er REPLACED W'rm AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. ' 9QQ 49+0 50+00 57+00 52+00 53+0Q- 54+00 55+00 56+CrG 57+00 .58+00 59+00 E ....,...•............•.....«...w..,..•a+r.�...,+., ....�.....a....,»...................r..m.r....,.,.....r..�.n,m.-.....,....,.,,.. - ....».....r..,,�..n..�..........«»..,..«,.n g -....aw..+_"-«wrrow..,.,u...e-..,..r_...+..,.+., •+....�..«.,:+•v,+.+..,......�.'..r+*.....................�r00 5 890 , P w d 880 8$Q 0 I 07 Z( r . _ a 870, .. ..p�.�_ .�,.w... ....., ..�. � .. .�. .. . . �..�.�. .�.�.. ._�.�....� .��.n.....,r.,,.�..., .r. �,.�._...�._..,�.�.. �...�...�.. �.�.. �4�� _ w��_.�"....__,..�._�,�,�w.. . r_..w...�,. �.�...�....r..��.�.�..�,�.�.�...�.� �..�.�._�._�..�.�..�...�..�...n ��._� .._. .� �. ....�...�_µ.x... F �p..._....��..._ � .�.��.. 8��Q �... ..�� . . w - - - EXISTING GRADE ATC ~ 860 _ w � w . _� _� �.. � r ._ �- --- �� _ . .� �.�. ��_�M�.._. w � .� _. ._ . -ftw �.� EX. 8"" WATEfitLINE � • �,......,.. .�...,_,. .. .,._ �-- _..M., _,..._�,�, _www " N. SEWER F 6 VC SA CE MAIN � I 850 . 85 SCALE cn cn m� > cn H OR i .. 1 -�-4Q VE R T. 1 �=1 840 840 • PROFILE OF DEL - RIO ROAD 830 U- 830r^"� w.,�w..W-+•..w,•.. ^a.,.""'m�°, �......•. ..,......r,...._.•r..r.. ...........,,......,....�,...W. „....q....,...•,...,.....,,ar...s...,..,�.«v.,.,w.�..,uw a..a-•,..,.w..r.•+... ".e,..+.e.,....n...,. ,r„^^'...,�....,.........r... .w.,.....,�.,.,q�.��- +..M••.-..+...«rw=........�,.... R E V r S 1 O N S OFF, SITE SEWER AND WATER EXTENSION . NO, BY DATE DESCRIPTION DEL R-tO- ROAD --- STA. 49+00-59+00 ASSOCUATESy r N G N E R CITY OF ATA' SCADERO, CA P L ArI+ N E RS S U R V E Y O R S ACCEPTED EKY: 1,q/01 364 Pacific Street San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6--30--02 DATE 544 E)T BY: CHECKED BY: JOB NUMBER SCALE: SHEET: {� -T4 .: DESIGNED 8Y• DRAWN STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE IiL LRB LRE SJS 990533 1" -= 40' C4.12 ---- CA/FILENAME . OS a.tZ/SHT . r , F • CENTERLINE CURVE DATA CONSTRUCTION NOTES CURVE LENGTH RADIUS DELTA C1 79.20 1300.0003'29'27" Q INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS & ATAS MWC STD. DETAIL No. 102 . C2 107.24 1000.00 06'08'39" C3 124.47 500.00 14'15'49" WSTALL WATER VALVE PER ATASCADERO- MUTUAL WATER Co, STD. DETAIL No. 110: C4 288.90 800.00 20'41'27" C5 93.52 1000.00 05'21'30" INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 C6 104.99 600.00 10'01'33" . C7 398.19 3800.00 06.00'14" INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C8 403.51 2500.00 09'14152" C9 245.83 400.00 35`i 2'47" INSTALL THRUST BLOCK PER DETAIL A. SHT Nov C4.18. C10 335.11 1000.0.0 19'12'02" INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. C11 1%.63 4001.010 23-52,P7" C12 '155.51 375.00 23'45'36" INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. C13 80.26 2000.00 02'17'57" C14 254.40 600.00 24'17036" �8 MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WgERLINE AND TOP OF PROP. FORCE MAIN. I C15 127.32 5000.00 01`2732" INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. 1 Q SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT 4 f DESIGN ENGINEER IF CONFLICTS ARRISE. � 0 40 80 i r' 1 INCH -- 40 FEET �. 4 1 , ?" i V a r` - .. .. ,r L ..' 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'..-:°^-��,_ �' "'� _., G .I'll-.1.111-- _.. �'ir'':_.,n..�._., r. a.t:>w..x L.�c f"y ssm / 9�..,..._ .r a.. )JI " 4t W « u •� rp» r7r,uj LF 'A, �' LLI �r'`S.`fy_ .?}uj y� �.� ;;Z14�^. 1" .ikL.1 F s.i�,± ...e `tVI tM ._( � ,�laaaa..,,._.,.. ..,..A�ea6..._,.Fx.� °�` 2 � « w�a�aa/..�n1a�aeY ww® wwMR ♦niaYY „...,..._. * :.'_,_...r...,_ ,__ ._ n , .u...,.,._�. .. __,.._.,,...,:..,, ..,... 1 ,r, F ; u'� 4 i'd '.w n.._�.�,,,.,a,,.,�,...•..,.._, y ,._..»....�,,...,.., ,..,.,_r...��.«,... 0..J `e , T, r/) ^ � U rr ✓ r <f t `s s � k .r i J _ ' ri r t NOTES 1. DEL RIO ROAD STATIONING IS- BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 r ` ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. ' 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. DEL Rp" 10 ROAD 59+00 fi0+00 6T+00 6�+00 _ �. � 63+00 � � 644+00 65+0C� � 66+00 6'7+00 !68+Ota � �. 69+00 � . ,»...M� 900 900 - - � � w � 890 890 t , z 880 --__ ..�� .� �� 880 01 i It 4 0 + rn tva x I I c0 2 W Y 0 � a -� �'� 8-70 �. ON I �- { � } EXISTING GR DE AT CL 860 A �'� -� w � � �� _ _ a . _ _� �_ � .. � _ � . � . . . .�. Mw. w �. �__._w • _� w. _..,.. .� � �_ , .. _ .�.�a _ w ,M. .� __ � _ �.. � M 860 _ 12" MIN. EX. 10" WATERL! E _� m m P .. �.....�. .................. ..... ,,.�,„, �.�,.-.*.. _ .......»...rr. ,'........_,w .._-�."' .�r.,.,....,»»,..»...._....,..�...», _ "` 850 MIN 8J�0 6 PVC SAN. SEWER F RCE MAIN s cn E � w __ � �. � � _ �.M._ a �. _ _ _ti � � _� � m _ .� . _ �.. _ 840 840 -- SCA w _ ; SCALE HORIZ.. 1 _ p CD f VERT* d 1 =10$ 1830 ``- 830 . . RRORLEDEL Rt .......... CD O ROAD { -' REVIS10N• S OFF-SITE SEWER AND WATER EXTENSION NO, BY DATE DESCRIPTION Y3DEQ. I0 OAS - STA. - a0�-69+00 Q AC TES A . ENG N E E R S CITY OF . ATASCADERO, CA �- PLAPENE- kS SURVEYORS .f ACCEPTED BY: 10/01/99 36 Poci c Street San Luis Obispo. CA 93401 JOHN R. FALKENSTIEN R.C,E. 33760. EXP. 6-30-02 DATE (805) 544--7407 cn DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE:, SHEET: STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE LRB LRB SJ5 990533 1" = 40 04.13 •� „ . CA f FItEI�tAME"; OS-= ^ - __-____- ________ _ A .�r___m T�r_..,��_u_ ._.__ .,._,m_._ ..r,.,.. ,-��..�. „�.,.r..,^.,,w_rw,._w..�_,_.«...�.� � r�.n..� �., r. ,� _..,. .•� r,,. ._..._._,« ��,,_,_ _.._, �- ._ ---------------_---- __, _ .._.___ ______ � � _._ _.«_,,. w- .��,.�.�. �. _ .� _.m_,...__..._____.__,__ ,_n.____«N �,�� ... «.____.._____.,,� � ._.�_._._...___. __.,_.---_---.__. _. �,�..�...�._.�__.�___.______.__._�._�___ __ �__� �n___...,...,. �..,.__----------- _.__.,.., ._,, � v. _ _ _� s a NOTES CONSTRUCTION NOT S Q • sem. c}E"GA� No. 1-02 , 1-. DEL Rte} ROAD STA�Tt�N�H+t�G IS BASED (W At# ASSUMED STATION- OF 1-0+00:0& AT THE RECORD CENTERLMNE 1 INSTALL P.\L.C. WATER MAS PER MAt�IFAO €R S 5�'ECS. �c A►TAS, AWG INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. INSTAL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110, 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN . EQUIVALENT STRUCTURAL SECTION, OR PER SOILS d CITY EN EERS' RECOMMENDA- S. INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No 11'1 • INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 11.3, O INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4°18. INSTALL P:V.0 SANITARY SEWER PER MANUFACTURERS SPECS. & CITY OF ATAS. STD. 702. 0 40 80 O INSTALL SANITARY SEWER MANHOLE ,PER CITY OF ATASCADERO STD. 606 & 608. 1 INCH =40 FEET �$ MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. CONTRACTOR TO VERFIY LOCATION WHERE WATERLINE CROSSES CENTERLINE INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. AND SHALL ADJUST FORCE MAIN CROSSING AS NECESSARY, IN ANY LOCATION WHERE ttY HORtZMTAL SEPEI ATIM BETWEEW EX WATEfr'LW ANDF FORCEIGfAIN" GAINW0T 't0 SEE UTILffr Co. PLAINS FOR INSTALLATRX OF'2` GAS-CINE CONTRACTIM TOF COORDINA1r V�Ttt tinuly Go. BE MET, A MINIMUM VERTICAL SEPERA11ON OF 12" SHALL BE PROVIDED BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROPOSEQ_,$,Att, 5�R FORCE MAIN. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT r` "h DESIGN ENGINEER IF CONFLICTS ARRISE.' 41 } f STA. 75f .00T-<PT: ` ,�0" ,. :, �'� ' �.� r ? D 6 -22.5' MJxMJ ' s, � ; ,. t Cl _ i .-J �k- v ..,, .,,.._ i °,""' .J .. s. ...,,,....,..,.,. ...,....._.._..,. .,..,,.....M._, .r.-,...,........,._......_ ..,-,,.«...,._. ., i s �� i, .i �r+ ., ,¢ / rC14. P, r' .�: 3e :� i` Yti _ '�,,.. (�/''�►��I f ^ •.'.,,...••„ -�' ' Mawr �wr.i r.w .rr .rrr rr wre .ww.. .�.� lrwr•.-..wwr wr. � r.w arrr .w.r +r, r ��f w�.f�iw^��M. 1[Ui nu7 ■ err ..�.rrr.....r . � °LIOrN. �1110AM .IIfo' M.A. 11.4{MI. WHO. ..IIDIIY M..IW rWf6 I�iA> .IR> M.WW^ Y.RPPWN ' ••..• dry► .tl1O. a$Y... .1YY.Y 1.1/YY�.�WI�W000N � Xl 4 + n r �' 24.. �,. � f1-F (,� fm ��, ' 1 T �` ..m>. _•-- "- ^" w ",. c .,.r--~ .W: I....,,,i CENT€R�..i•NE CURVE DATA• t - 1. �.._.. _,-... s + ® � ._ xw ,� .., _..__ .. Yc �� :> +OD 4+00 ______-t S73 443 --------{---�' -- �. + x Z CURVE LENGTH. RADIUS DELTA L64�6_6 �. �.,. 70+00 �' 71+00 " 7 ¢Q . . :.� J ,.. ~.' S72°181 d E r,._ ,-.. r..�._ C1 13 .00 3.2 '�•^� .. 73•� 7 �.«.-.,-- ^ �A. .. .. ( 79.20 00 0 9'27". 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M1111A w,r P i �� \/ II// s z ` � � C6 104.99 600.00 " C . w _. .' _:;�� 10'01 33 r .� F Ofi.0414 cJ') ��• , `'ti _ ,�.��^ � �.. °•4 ,. ,�:.� Ga 3.98.13 3844.014 „ ... z -'` f, .J ._.. ,. # C8 403.51 2500.00 0914 52 •a. _., STA. 72+15.60 BC S.r STA 75+20.00-6.0' RI C9 245.83 400.00 35'1247" CONSTRUCTION CL = 010 335.11 1000.00 19'12'02" } M SEPER DO FORCE MAIN TCENTERLINE O 11 166.63' 404.04 " µ C ; *•, v Y 23'52 07 C12 155.51 375.00 23'45'36" + !� ` C13 80.26 2000.00 02'17'57" C14 254. 0 600.00 2417 36 `1 G15, 127.32 50'00,00 01'27'32" DEL RIO ROAD SAN A nL 69+QCT 70+00 71+QCT 72+00 73+00 74+0 75+Ott 78+00 940 .� �. .� ��.�_ .� � _V �.�� ro _ .� _� . _ _ �_.�w .� _ . 940 930 930 I 920 a� ��. � �� . w __� �� u _ �._ ��M _ _ _ .� . ._wM. �.._. .,a _,. � wu . .. W .. �.1 1920 z ..a ,I vz f g 9-1-0 - w a0 910 2 I 5. h EXISTING GRADE AT CL + f o to is� to 900 _ �� w_ �._ � ; . � 900 .. . e Ion ° 33a - 89th �- Ile 880 sso �;.. �o �- �.� HORIZ.: 1 '=40' �.J`" VER T. 1 ' 1 O' 870 `- - n _ . __. _ 870 .- PROFIL OF DEL. RIO__,,,-R AD REVIS10N' OFF`--SITE SEWER AND WATER EXTENSION . f N0. BY DATE DESCRIPTION armon cra RIO ADA °T` E DEQ. RI E "'"' STA. "' ' -76+13,8 GINR $ CITY OFATASCADERO, CA' . P L Ar PF 4 E R- S, SURVEYORS , I ACCEPTED BY: 364 Pacific Street ' �0 01 '99 �' �40` .�. Son Luist?bi5p44-74c5T apt JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE (M) DESIGNED BY. DRAWN BY. CHECKED BY: JOB NUMBER SCALE SHEET: STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE LRB SJ5 990533 1" = '40' 04.14cc . LRS CL CA�TLENAME OS :t4/SH'r- ,. ,.. 4 ,.. .....m,A>---...._,_.,...._._...-,- .,;:..._r_._w:._._,-....-.•...,-,r.....,,;,.,n.,:--.._._...._..:--._.._..,..,•.,,,..-._...a.P.-...,r..,.__..__.-,-.._....,._n,n;.,..-,.y,.,.,,»,,...•.,-,.--W._:m__.__. .._.._,.' ,,..,.:.Nr;:;,..,,rr - .. . ...,.._...,,,m..-.�..�,. ..�,....a.,� _..,....,....SPT. «..,�, Y-»w t cOw"ONSTRUCTION NOTES INSTALL P Y C WATER MAIN MANUFACTURER'S- ECS & ATAS MWC STD DETAIL SEPERADO FORCE MAIN CURVE DATA PER RER'S SP I No. 102 CURVE* LENGTH RADIUS DELTA NSTALL WATER VALVE-PE- ATASGADEffd MUTUAL WATER' Go. DETAIL No TICS C1 34.46 250.00 07°53049" j� C2 33.28 400.00 0446'01" V INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 C3 56.71 400.00 08°07'24" C4 53.61 400.0007'40'45'" INSTALL 2" BLOWOFF. AS PER ATASCADERO- MUTUAL WATER Cor STT}-. E?ETAIL Pkv: 4f3. C5 59.31 250.00 13°35'33" C6 64.06 400.00 09`10'35" INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. C7 71.36 300.00 13°37'46" . 4 - C8 49.24 250.00 11"17'0 INSTALL P.V.0 SANITARY SEWER PER MANUFACTURERS SPECS. & CITY OF ATAS. STD. 702. ^y C9 50.32 250.00 11'32'01" 210 77.56 200.00 2213'06" INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. 0 40 �0 ` 211 98.32 200.00 1 28'10'02„ • 212 18.79 250.00 2818'22" MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. 1 INCH =40 FEET 213 39.27 200.00 11"15'00" INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. C1435.76 200.00 1014 40 H 1 O SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE NTH UTILITY Co. CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. i CONTRACTOR TO VERFIY LOCATION WHERE WATERLINE CROSSES CENTERLINE VIA .•._. 2v AND SMALL ADJUST FORCE MAIN CROSSING .AS NECESSARY. IN ANY LOCATION ;. : y F fi� � ^ �, � r .,} " . t E 10 HORIZONTAL SEPERATION BETWEEN EX. WATERLINE AND FORCEMAIN CANNOT k E + d BE T A IINIdIUM VLITCAL RATION 12" SHALL PROVIDED BETWEEN __ x a} INVERT OF EX. WATERLINE AND TOP OF PROPOSED SAN. SEWER FORCE MAIN. ,� '"tib .nw ' `r A k J l 7 Y N 4 .,.. 14+00 ;� ;t.,.. „ . „ 1 1 +00 ._, a , �t�y * Ary (� p • y. 1.T� ,....+^.. ""..""'"'•... `Yr.'.' "'+vV 6 n •4 E a. r•,.�.,... .,,,.....1'V.t•An 7 , .... 00 , i , r.,.. 4 •}..� 5 c .... ._..,. .. - J .,.. . ,,...-,,....,.„•,.•-P S ...... "' , ' ,W.. a '- 1•E "......,, - - 'h,,.+ ,_. ,. .qna ..__...._.,...'. ......_._ i i......, , r-s'.y,. ...-•' h,.i ,,. a„ ' ,..ale ,,••- '�� , ,aa ,lit .... ,., ,. _... _ ......,.,.may. ..-......_..... v 00 ��(('�� y�,.,.�Y � t � '.^,.-.,.... � , k;�� ' i,-sof. 12t fri GPI: ar „_Jw.. STA.. VM �,Y � � ,..� j .r� ,,, .''•., .,"^�w.,.. a s ....._._..,.�,._...., ., ,•r �tY�' P ni�, ,i `! 1� S s '� '-,... r � ,.. �� ..,ter :..�" ,.,,.;w,.�,...,_..,_ �• `771111 • . 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'- STA. 10+35.14--<PT, 2.5° MJxMJ L V) ,- m Lj STA. 10+00.00 SEPERADO FORCE MAIN CL 14 , STA. 75 .90.00--6.0' RT. DEL RIO ROA® CONSTRUCTION CL NOTES, SA L I L A 0 AN ANISELM 1. ALL PAVEMENT REMOVED. DURING- THE COURSE OF IITIL.I'TY INSTALLATIONS SHALL BE REPLACED. U�TR AU EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. tY 10+00 11+00 12+00 13+00 14+00 15+00 16+0.0---- 17+00 18+00 19+00 20+00 21+00X50 �. � " �5a { _ � . . _ w . _ _ ._ ,. �. _ _ _ . _ • . ._ _ _ _ .. -H 940 940 1 ' wo 4 I Ld z y$ LJ '" [ ) w,M`r " ' i✓ `"`....w..,,,,,•. , •"'mow •°".na .""++. W R t P Z LIX 930 X s.` µ o ADE AT CL OF FORC MAIN cW 920 920 7� 910 910 0 .}.w .'" ALE �-' -- - H R I .. 1 =4-0- E VE R T. 1 =10 � - 900 900 MAINT N 12" MIN. SEPERATION WHERE HORIZ TAL SEPERATION i LESS THAN 1O ` PROFILEOFEFIERADO ROA �.. _w _ w� .� 890 890 , Cn is ,. • , 880 ��. _��.... .�,�., 4 880 A e R E 1 S 1 0 N- S. • _ OFF-SITE SEWER AND WATER EXTENSION Lu NO. BY DATE DESCRIPTION ASSOCIATES SEPERADO ROAD _ STA. 1�0•+OEC--21-+' CITY OF ATASCADERO, CA ENG ! N E E R S . P L 4 4 4 E R SURVEYORS ACCEPTED PT . Y• 10, 01/99 4 ,fic ci Son Luis s Obispo, CA 012 Streets34 JOHN R FALKENSTIEN R.C.E.RCE 33760 EXP 6-30-- • .DATE (W 544-740'7" rn" DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: .,.. TER, RCE 29743 CITY ENGINEER DATE L`R$ � 990533� 1" -- 40' 04.15 STEVEN J SYLVEs LRB CA f FFLEIgA1 : 0s 4.T5/i _ _ _ a: ----- - . -_, .,..�,.:.:.... .'.:,.i:.. ...__:,....,__ .., .,.,. ._.......... ......., .:.;: ...•..._:::....-...e....0... .... _....-._, .. a-.._ „., _--- _ ...,..•_..� ...,,._,_... ,__,....,..... _ ...._..,.... ,._. _ -.. _ .. _. ..........�, _-...., _.-.. ._......»..- ...._,�.�..-,.., . .._. ._ ,...,.,. ,.-4Ni..t.. .... ......... ... ......... ._...._._ _ _ _ .�......_ ..-.... ......,...,......._ -._-. .. .._,. ..... .. ... ..._. -, ,,... ...,.. ..._-.. . ..,...._.. .... .. ...._. _.... .._..........._..__ .._... . .. � ..a.,-..-.._ ..-. --... ..... . - _.._..._,.. _.. _ ... .. ......-.. .. .. -. . ...,.._. --.... ._.... ...... -,-. ... . _. .... . .. _.._...... ........,.. WAAM .. SEPERADO FORCE MAIN CURVE DATA CURVE LENGTH RADIUS DELTA C1 34.46 250.00 07053'49" C2 33.28 400.00 04'46'01 NOTES, C3 56.71 400.00 08'07'24" C4 53.61 400.00 07'40'45" 1. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN C5 59.31 250.00 13'35'33" EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. C6 64.065 40a.00 09`rQ'35" C7 71.36 300.00 13"37'46" C8 49.24 250.00 11"17'08" C9 50,32 250.00 11'32'01" CIO 77.56 200.00 2213'06" C11 98.32 200.00 28'10'02" 0 40 80 C12 18.79 250.00 04"18026" C13 39.27 200.00 11'15'00" 1 INCH =46 FEET i C1-4 3'5:76 2flQ 0�7 ro.t4'4O" Ncm 7 R x. U TALL MANHOLE 0 _. .... 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MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP, FORCE MAIN. INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. r fi 0 SEEUTILITY Go. PLAINS FOR INSTALLATTONV OF 2"CAS•LINE. COWMACTOR TTS CGORDINAlF WITH UTILITY Go. r 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT { DESIGN ENGINEER IF CONFLICTS ARRISE. 21+00 22+00 23+00 24+00 25+00 26+00 2'7+00 28+00 29+00 9"40 N - t w s O i t! \ VC ® ; w= z z PVI STA. = 27+50 N I w J m PVI ELEV. _ 904.50 (INV.) .., O O w Q. p O I / 920 .. _._ �.� w..� �. ., ... ��_.� �_ a. � _ w_. w� a �_ , o 920 O � i 00 �,� I -- Cq z A I •r .r'.• .w^""' y�r. *...,w""'°"` z Q �// •.. �irM Z V/ wry,,,. .w„•ry�'. t""' > // y,�.,.,�„ G .. ��,.. 91,0 910 _ _ •. . + 10wCq w •�`'� � `'`�.�,,, z w ,,.- �,,.� E .. ...... ej+•.e,,,,,e�� .:� �., 00•• �• �, I 'LLQ,. to r + - . _ 4 _.._� .. . •�. �r 900 900 . w-- �- OF FORCE MAIN ` cv •., ,,, ,,, PI i t U �• �-- z a t ' .TER I► Z , a , , „ , 890 89'0 • /��... + w �� q j�� Q N z f s MORI •• 1 �•_, 1 p� F N r VERT. 14=10" �:.: • 880�-., ,_._�. ,��.._.�.��._ _. ....� �. .�.� � ... ....�.�..�,....�•,.�...� .. ....�....�.. w...�- �..M��,�� .....w,..._...�...�....�w. �.�.�....___,..ra_�,,._�.�._ .n..., .....__.�,._..�.�..�._.... ��..�..,..,....,_...�.,..�..�...�w..ro..._ .,.w��.._.�..,��.�_..�.._.. .�..„...,,rr.,.....��..��.�... ........_.y .�.v...........�.,.,..A..., .,..,.�.V..w _.ww....�.,�.,..... ,n�.,..�,_.��.�..�..na...�...,�.�., � .� .�..�..,.,.� ,�� ,� � � ..�...,�_�.._.�._. $11✓✓Q CD P CJF`ILE SEPERADOROAD � a70- ..�,. M. .. ` �� 870 CONTRACTOR SH LL POTHOLE AND VERIFY DEPTH 0 EX. SEWER AND $ SHALL ADJUSTD PTH OF PROPOSED I MANHOLE ALCOR. NGLY. 860 REV' ISt0NS LU No. BY DATE DESCRIPTION OFF-SITE SEWER AND WATER EXTENSION o A SEPERYADO� ROAD -- STA. 21+00} 29+39.97 ASSOCE N G N E E R CITY OF ATASCADERO, CA PLA- R4ERS SURVEYORS ACCEPTED BY. 10/01/99 364 Pacific Street ,• Son Lf i805) 544 CA 3401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6--30-'02 DATE csi -+ DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE ' a LRB LRB SJS 990533 1 .� 4t? C4,1 -' C `A/FILEt�tAI+�E : 0s�rs/Sr-��r SUPPORT NAME (6'-0" MAX) EQUAL EQUAL _ 0 20 40 TOS EL 5r 6rr 4r 6r, 5'---0,> 2r Orr ._ — 1 x NOTE 8 1 INCH =20 'FEET < „ 1/4 4o PPE I a EXISTING S -1 y � ; ..I SLOPE y Qi I HOUSE 13 vY P-1 t Q � • w I B J O _ __. .-- _.____..w__ __ �-.-._-___-._ __ ._______. __ -.-.�- _ - __r_ _ __--_—�.-�►..-1 --_-- 1 Y y � 10 1 3 4 8 � 12 8 19 2 1 6 9 Y c� v Y� s 0 eee.�e_ee 1~— WM K r LII^T STATION PS-3 -�_ fi t, �j D 0)f _ Y P-2 �� f 11 I G v D I PVC - G 2' 3s M-2 Y 12 18 10 4 18 1 THRU PS=6SS 8 � • 17 1 16 . _ ,YAYI w 12 ` V 8„ PVC SEWER _ _ .._._ �_ __ ___. — — _ _—___ _ —_ 8" WWF4x4--W2.9x2.9 _ ___ �.� __ P H P -�- P y w� -� _. _ .__ _ x SSFM ALTERNATE RE--BAR -~� P 6—#6 VERT. BAR #4 TIES @ 12" O.C. PLAN VIEW _- 5/8"0 x 3" NELSON STUD �� , I._.� , NOT TO SCALE � �. (OR EQUALS � 1 10 1 3 4 8 19 1 2 6 TYP i ! 3/16 0 2 -0„0 -; WIRE MESH ' LIFT STATION SITE PLAN 810.® FG -., - SECTION rB y�// i/`�/�//�/f�//\i/moi/�i�\i� .Y. /��r//•ii/ iii/,; ice/,f/i\///, i t TYPE: CAGE DETAIL THIS SHEET SCALE: NONEVALVE AN PIPINGSCHEDULE CAPACITYMECHANICAL AND EQUIPMENT SCH EDULF. :P °' ITEM DESCRIPTION CAPACITY STANDARD ITEM DESCRIPTION CAPACITY STANDARD `. \' 1 1/2 PIPE NOT ° t SHOWN FOR CLARITY i i ,�---� TI I IP x DUCTILE IRON PIPE — FE FE 3" AWWA C108-75 P-1 & VERTICAL WETWELL 260 GPM 0 i � � P--2 CHOPPER PUMP 2 REQUIRED 200' T.D.H. VALIGHAN MODEL V3V ti 1$ YF t 16 g ( ) 3 DISCHARGE, 7.75 IMPELLER BRACE PIPE AS REQUIRED t t 2 DUCTILE IRON PIPE -- PE x PE 6" AWWA C106-75 ' t M-1 & PUMP MOTOR 40 H.P. 480 V., 60 HZ. -- 3 PHASE ..• ` ` a.Y 1 1 G y , ( �y.�.ee.r.r�-e r•.eee " M--2 (2 REQUIRED) NEMA FRAME 324TSC I , 3 SWING CHECK VALVE 3 MUELLER G r - y SPRING LOADED — FE x FE A-2600-6-002 " WATER TIGHT SEAL S-1 PRE—CAST R.C. SHAFT 8'-0 1.D. ASSOC. CONC. PROD. APPROVED FOR FOR PUMP STATION WET WELL HT. AS REQ'D INC. ASTM C478 w-� � PLUG VALVE — FE x FE 3" SEWAGE USE � DI PVC {/�-�+.. TESOO LIQUITRONIC III {I. _ I 90' BEND D.I. FE x FE 3" AWWA C110-77 PUMP CONTROL PANEL DUPLEX PUMP CONTROLLER I 90' BEND — Q.I. — FE x FE 6" AWWA C110-77 EM--1 EMERGENCY POWER APPLETON .MODEL Y Y - w CONNECTOR MODEL AP2 0044RS, OR EQUAL �' D.I. CONC. RED. 6" X 3" �i Yw k NOTES: " 1 AD-1 WET WELL COVER COVER FOR 96 1 WET WELL S TEE - D.I. — FE x FE x FE 3" x 6" x 3" AWWA C110-77 t , 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON: PUMPING UNITS `� SHAFTS AND JOINTS; AND APPURTENANCES; LS-1 MERCURY` FLOAT SWITCHES LOW, LEAD PUMP ON, t PRECAST R.C. MANHOLES; , VALVES AND PIPING; PORTLAND CEMENT LAO PUMP ON I FROM SSMH WALL PENETRATION SLEEVES; PVC, SCH. 80 PIPE ,� 6" WITH RETRACTABLE ROD > " r CONCRETE; REINFORCING BARS; AND ANCHOR BOLTS. HIGH LEVEL ALARM . r J i6 r LS--1 ' 2. ALL SECTIONS OF PRE—CAST VAULTS OR MANHOLES SHALL BE JOINED WITH BUTYL RUBBER 1 D FLEXIBLE COUPLING 3" DRESSER SEALANT (CON—SEAL CS-102) JOINT SEALANT PER MANUFACTURERS SPECIFICATIONS. DI OR STEEL HW ALARM 798.90 ;, W INSIDE OF JOINTS TO BE GROUTED NTH NON—SHRINK GROUT, i INV. $00.40 1 1 TEE - D.I. — FE x FE x FE 6" x 6" x 6" AWWA C110-77 LAG PUMP ON 798.40 9 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR PIPING AND EQUIPMENT LOCATION AND C� SUPPORT PRIOR TO PROCEEDING WITH RELATED WORK. " APPROVED FOR ' LEAD PUMP ON 797.90 '2 PLUG VALVE -- FE x FE 6 SEWAGE USE c� 4. FLANGES AND D.I.P. ARE 125#. . , # ( 5: REINFORCED CONCRETE SHAFT SECTION LENGTHS MAY VARY FROM THOSE INDICATED 'I QUICK CONNECT _ CAMLOCK IN ORDER TO ACHIEVE THE INDICATED ELEVATIONS. — 4 6. INTERIOR CONCRETE SURFACES OF THE SEWAGE PUMP SECTIONS & VALVE BOX SHALL BE 'I TEE — D.I. — FE x FE x FE 3" x 3" x 3" AWWA C110--77 y THOROUGHLY CLEANED AND THEN PROTECTIVE—COATED WITH SANCON 100/ENDURA—FLEX SYSTEM EF-1988 PER MANUFACTURER'S SPECIFICATIONS, OR EQUAL. 1 5 GLOBE VALVE — THREADED 1 1/2" APPROVED FOR SEWAGE USE -- 7. ALL EXPOSED METAL SURFACES SHALL BE PRIMED AND COATED WITH TWO (2) m PUMP OFF ELEV. 794.90 Y t Y: 6 MIL COATS OF KOPPERS 300M EPDXY COATING OR APPROVED EQUAL. THE WET PENBERTHY JET PUMP °' i/ 'Y �\ NON—SHRINK WELL COVER SHALL BE PAINTED TO MATCH THE CONTROL PANEL 6 MODEL FL 1 1/2 .�\\ � ,.�/\/ .+ .___.. __-____ . . �, UNLESS SHOP GALVANIZED). f �\\ f GROUT (TYP•) PIPE — THREADED 1 1/2" /i GALVANIZED 1 INV. ELEhV. 793 40 ;\\� �- \/i� 90' ELL — THREADED „ __-_______ _ ______._______ __ .__._. \�; GALVANIZED 1 1/2 1 .. /// +l` YL . M✓-. ` `Y. `•`• _ APPROVED R f\\ GLOBE VALVE -- FE x FE 3" w . G Y µ ....' µ. ., w. , +k . w , • .t ' t w t• 1a + •fit. �. \ % ,s , SEWAGE USE #4 MARS 010- O.C. E.W. TOP AND QOTTOM w r rr R E V I S .1 0 N S I -- _ � _�__ _ _ _ OFFSITE SEWER & WATER EXT. PLAN. --�- ---�- �--- --------- -�-- N 0. BY DATE DESCRIPTION 11 0„ �.-...��._.._-.��.___._._.�__:_.�_.__ ASSOCIATES SANITARY SEWER LIFTSTATION LOM ENGINEERS PLANNERS QTY CATASCADERO, CA SURVEYORS IME v ATI10"N VIEW 364 Pacific Street 10/01 99 -� Son Luis Obispo, CA 93401 NOT TO SCALE (sos,} ,�44- 407 JOHN R FALKENSTiEN RCE . 33760 EXP 6-30-02 DATE CHIEF OF WASTEWATER OPERATIONS DATE DES BY. DR BY. CH BY. DESIGNED AWN CHECKED • JOB NUMBER SCALE;, SHEET• CITY OF ATASCADERO DG JPM JRF 990533.07 VARIES C4.17 C EN OS-4.17/ A/FIL AME . -.__._.---- ."D/A. 1/2"x5" THREADED GALVANIZED ANCHOR BOLTS/N CONC. SLAB. r ;� • ;N•;., •.; (TYP 4 PL CS). DRILL 112"HOLES AT 3" O:C. 4 ` SCUT EXlS7iIIG WAY fiC PRO VERTICAL °+ •, ;"+,� "��.-,'w u; • '.' a ''.'. NO. 12 GA. PLATE lIlll TO TOP q 'C�v K•.,, , .,,.::�.. •�� 7NURST BLOCK-CxASS B.P.C.C� SURFACE'S AND SQUARE ERS CUT ." 4 ST. ELL ;»•;� 1 ,:* ., illll,.!• BE STRAioHr ARID NEAT iN AR .a . r 11 '�$ .•, FINAL GRADE NO. 12 GA. �"`� ' METAL PIPE O O 0 4» • A. 4• . . ° a 16 O.D. . Q C '. O ,O'. LID MARKED IFR' A SOUD LID e d' •: tt 1 " RNISHED COIL Y ID LID 'z c: • e y r e F 1 SUWACE ANL Y BAe LUNG ` 1.2" '40 ,.,...._VALVE BOX -CHRISTY G--S OR 12 �l AND ACTING', THE APPROVE'DEQUAL } ro 2 1a~MIN. PAVE MAINTAIN PAVEMENT' 3 VENT VALVE 7HE GINAL TICAL 8 « (� EPDXY COATS COVER $WAC E WIN SQUARE6P.C.Cl COLLAR 36 MIN, CLASS A P, 6-SACK, 300D PS! « 24" 1 ET�s AnttDe�s[s T ��eN��s SAND�.ssx�l s s�--,�5 i�ve RISER �2 BALL SAL ve 12�za DOOR � . AND NEAT AI"•rGAo'i LA Pt7sT Air�7i/i� ( r r 14 GA. COATED ' LAN �:.� CfXlPLER » W/�'AD LOCK 3 2.4 Ll TRACER WRE, SOUR 1 BRASS NIPPL 10 1 AELA TIV AC RESILIENT SEAT GATE VALVE 1"RBRASS TEE W1 TO W PLACE IN MUELLER OR CLOW. THREADED CA ONE FOOT UFT$ t�x5'THREADED GAL V. ANCHOR"B'0 T5 W/NUTS 10 BRASS NIPPL !f (WE ALIMA77W NOTE';14) (0.5rn) 4 a f4 GA. COATED COPPER WELD i 1/2"x1 1/2""x1/4 xf 1/2"ANGLE CLIPS SOLID TRACER WRE (TYP."4 PL CS). w 6"Alm 6"MIN, SPRlNC LINE • • SCHEDULE MAX w . TREJVCH BOTTt7M .•��•��: 1. AC, pl or PVC Water Main 4" 6" 8" 10" 12" • 8t t s9 ,�.�k".t :';� G-5 G-5 G-5 G--5 G-5` 2. Christy Valve Box and Cover 3. Brass Nipple 2x18 2 xt$ 3x1$ 3 x18 3 x18 -xi q q q q q ■ A ■ q •'s> �,, �x�,;,� LINE MUST HAVE coNrrNUVUs _ , • �' .°�'�n''' �'+s PdSITIVE SLOPE TO SURFACE 4. Bronze Gate Valve-Screw .JT 2" 2" 3" 3" 3" 24"SQ. CONC, PAD - CLASS B 12 MIN. 5. Bross Nipple 2"x8" 2x8 3x14 3x10 3x10 'ST C?a 5TC11V w a.•.t '' ' +^` •: 5-SACK, 2500 PSI 6, Brass 90' EH 2» 2» 3" 3" 3" r +: r ••-"`' 1"Pa Y ETHYLENE TUBING -- CLASS 200 IPS AT POE T5� ,' �. .�, :i F�tips'1'' t�'t (2"SCH. 80 AVC. PIPE FOR f0"MAINS 7. Brass Riser 2"x26"± 2"x26"f 3~x32~* 3"x32"f 3"x32"± 40 OR LARGER) 8. Brass Coupling Threaded 2" 2" 3" 3" 3" 9. Brass Plug 2" 2" 3" 3" 3" 1. TTIENCH SMALL BE BACKFILLED W H SCREENED SAND (SEE N07F 7), LEVELED, AND ACTED TO 90X UP TO P C. CONCRETE BLOCK 4 PAVEMENT SU DE: . rs HUB--TD-HUB Wl'D 1H 2. ALL 0 -EXCAVATED MAMWAL SMALL BE � WIN SELECT BAOl MATERIAL AND ACTe TO 774RUST SLOCKS SHALL BE 4 Protect all fittings with plastic and our thrust block at end of street main, shape and Incation to be determined in field. 4" MJN. 'GK/RED BOJV�UNI7 �TUSOIL ' 3 NC AIATFR/AL SHALL ,�'MECHANICALLY ACTED TO PRIOR T7}PLACEMENT OF PIPE:. . a SHALL BE BACKFILLED A ACiNIMLIAI OF 12" . � AS AN AL ATI 'A�E'TTdAD, IIyTH OVAL BY AMWC., .'�;�, �. �BOV THE Tt OF (�NO &} L C �r so BACKFILLED 619TH NATT►E MATLRPAL, AGED TO AAIC3 8A TC7 STRUCTt/RAL SCTIAN ADi�: WHEN WATER MAIN /S LESS THAN 35"DEEP. USE V FOUR AC PIPE: 814//TH BLA/R 313 SENIE� 2 ELAND. I""BRASS 90'BEND, OR APPROVED EQUAL FOR D/ PIPE FORD No. F202 SERIES, 2 BAND NOTES: BODY HIGH STRENGTH Dl, 5, NT PAVE' T SHALL BE 1N KINDO OR AS REQUIRED BY AGINCY ENf31N R . 2 FAR PVC,, C-90Q JAMES JAMES x'996, 2 BAND /P. O. IlWEN A V,C: IS USED, PIPE SHALL BE.BACKFILLED TO WE SRONG UNE AC7ED TO PRIOR 70 1Q MUELLER 1" COUPLER NO. H--15426 C � � WATER MAIN END CAP. HA A SAND EQUIVALENT VALUE OF'NOT �J BACAWM BRASS f"N/BCD 7580-66 BALL VALVE W/SS Q �A� �' W/BRASS PIPE ' 7, ED SAND SHALL PASS 100 X 7H kf 4 SIEVE'AND SHALL VII: QU LESS THAN 20. • APCO 142C-f" OR 144C-2" 8. PAPE SZE, TYPE; AND PRE RATING&TALL. BE VED'BY A.M.WA WATER. V ADAPTER MUELLER H-15456 ALL SIZES SHALL BE I.P.S. Vim: DETAIL NO. ED: C A DETAIL NO. APPROVED: SCA ¢ DETAIL NO. APPROVED: 00 5 C A G DETAIL N0. S C A E► P F REV1Sl�ISr �` � � REQ g � � � REV?sivNs• � �' ASR AND VACUUM. �� p • l r rs , TRENCHT �. '',� WATER VALVE WELL r BLOWOFF` ASSEMBLY PAVED ' 1��" & ANCHOR 1) RELEASE VALVE 0>t0 t wn rr+a 2 23 98 iwrtK 2/23/98 - 2/23/98 2/23/98 REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS DESCRtPTfONS BY DATE APPROVED COUNCIL RESOLUTION Nfl. 26--92 3 1O 92 DESCRtPTtONS 13Y DATE APPROVED COUNetL RESOLUT101i NO. 2:6-92 3 1f1 92� DESCRtPTtONS BY DATE APPROVED EOttNCtL RESOLUTION NO. 26--9'2 3 't0 92' UNDISTURBED EARTH NOTE. INSTALLATIONS: • aWITH NEW SEWER 06 A PRECAST REINFORCED MANHOLE BASES _. E Oz c CASE 1 NEW SEWER 2QWITH EXISTING SEWER: . .. d I ( w. PIPE SIZE BEARING SIZE POURED IN PLACE CLASS "A" CONCRETE » 1 . .��of 3 34.�� S.F. 1. " » 10-ANHOLE RASE PER- S.L.O. CO. STANDARDS SKID RESISTANT ZONE C DRAWING NO. S-3 1 10" 2 4.Om m)'#1 S.F. 1.Om2 ) MIN. (25.4mm) 8" 203.2mm 7 S.F. 0.7m2 " " (NQ JOINTS) ZONE "C" , fi'� 152.4mm 4 S.F. 0.4m2 ZONE C S.F. 2 SPECtAL PIPE A A 4 (101.6mm) 2 (0 2 ) � Z SHELF MANHOLE FRAME AND COVER TO CONFORM Z Z --- I SHELF NTH STANDARD DETAIL NO. 608 SLOPE 4" ZONE "P" t � ' TO DRAIN ELVES NO, JOINTS 94 SEWER SEALED BLIND SANITARY PICK HOLE SEWER (No. 15 6' 4' 4, 8r ; ( ) ELM EW No'4 REBAR-12" (304.8mm) O.C. EACH WAY 2" (50.8MM) MIN. - ZONE "P~ 4" A * E 1' q q - �::•: --�-�--- A.C. PAVEMENT • _ REDUCER SIZE ZONE p ■ :4:;,.: . c, co l NO JOINTS IN SEWER 6 , .._.. .,a• CONCRETE COLLAR • .l o LARGE END SMALL END BEARING AREA SPECIAL PIPE :'x , A " NOTE: "P" IS A- PROHIBITED 8 Y OR 6•" RISER- RING (9•" MA MUM) 12" 304.8mm) 8"" 203.2mm 9 S.F. 0.$m2 ) CONSTRUCTION ZONE. 2 304.8mm) 0 254.Omm 5 S.F. 0.5m2 24" MANHOLE WALLS SHALETE L BEA) 8� 203.2mm) 6" (152.4mm) 4 S.F. (0.41n2 0 PRECAST TYPE CONFORMING TO A. (76.2rnm) l o CASE NEW WATER 'MAIN ASTM STANDARD C478-61T FOR CLASS 2 REtNEORCECf UNDISTURBED a 3" MIN CONCRETE PIPE. EARTH NOTE: " BEARING AREA SHALL 8E AGAINST UNDISTURBED EARTH - o MANHOLES SHALL BE WATERTIGHT ALL CONTACT BE MACHINED CES TO 1 _3 ZONE I "p" NO JOINTS IN WATER MAIN _ 26--1/4" (0.4rn) ALL BOLTS AND FITTINGS SHALL BE COVERED AND 1' �,,�,_ J044TS TO BE SET 14 Ar WA-TERTICH'T TAPER NTH PLASTIC WRAP, 30 MIL, � ZONE "P" 4" SEALANT APPROVED-BY THE 25-13/32" ao UNDISTURBED EARTH CONCRETE SHALL BE 6--SACK, 3000 PSi � CITY ENGINEER. � 25-11/32" j P^ J 4, 4, 6, > ir o LEAVE OUT PIPE IN CHANNEL OR PIPE 1/32"-0 a 6 s S 6" 48'► 6" BASE. 2 --------- SRALL PRECUT R ! 1 k 10-' TAPER i O� BEARING AREA ,�._ PRECAST REINFORCED MANHOLE BASES WITH INFLOW AND OUTFLOW COUPLINGS PIPE 11---1/4° 2--1�2" *45• 9G" ZONE ~P" 4" CAST tN AT ENGINEERED INVERT, ABLE, rA SIZE BEND BEND BEND BEND ( AND SLOPE ELEVATIONS, " r 1" RADIUS 24 . 12" 3 S.F. 6 S.F. 12 S.F. 21 S.F. ,...: / �� •r,'I .p " ZONE »C» BROKEN OR CHIPPED RINGS AND CONES 31-1 2" ��? ,, 10 2 S.F. 4 S.F. 8 S.F. 15 S.F. �- SHALL NOT BE USED EXCEPT BY APPROVAL . o .>� n SPECIAL PIPE :. °•.. OF THE ENGINEER. 2 S.F. 3 S.F. 5 S.F. 10 S.F. N S.F. S.F. : •••«:•• � SOUTHBAY FOUNDRY 1900 6 1 S.F. 2 S.F. 3' S. NO JOINTS IN WATER MAIN ' 8" MIN.-.�•'•�,"'.••'• • ' OR APPROVED EQUAL �-+ 4 1 S.F. 1 S.F. 1 S.F. 2 S.F. RUBBER WATER STOP WITH STAINLESS STEEL BAND ATTACHED TO ALL GO" MIN. FtT'CtNGS TCT INSURE WATER TIGHTNESS NOTE: CAPACITY SHALL BE ADEQUATE FOR CROSS SECTION STATE H2O-S16 TRAFFIC LOADING SE IMI A.. DRAWN BY: C{TY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY:, CITY OF ATASCADERO TrAI THE W �JI " LIQL.K. ER.A.L. DRAWING N.0. R.A.L. - DRAWING- N0. C.A.C. DRAMNG. N0. • � ENGIFttEERfNG DEP•ARTIvtENT ENGtRtEER#fitG DEPAR`FWtENT ENGINEER'tNG DEP•ARTkitENT DESIGNED BY: S.J.S. S.J.S. S G 8Y: DESIGNED BY: D TE: WATER & FEWER CROSSING D TE: ..�. S.J.S. X01 °co 2227Z92 02 2� 92 TYPICAL. ECCENTRIC -- CONE 2 27 92 SEWER MANHOLE COVER FILENAME: DETAILS L NAME: PRECAST CONCRETE MANHOLE FILE. NAME: r. ATSOI.DWG A T6 Q6.D WG AT6 C}8.DWG tt7 C) e REVISIONS OFF-SITE SEWER AND WATER EXTENSION NO. BY DATE DESCRIPTION cn uw CONSTRUCTIONDETAILS ` '"'v r,,.. A O C U A E �i • E N G IN E E R S CITY OF ATASCADERO, CA PLANNERS M SURVEY 0 R S e ACCEPTED BY: 10 01 364 Pacific Street Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6_.30. 02 DATE 544-7407 DESIGNED BY: DRAWN BY. CHECKED BY: JOB NUMBER SCALE: SHEET: c7 STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE SJS 990533 NONE C4.1$ LRB LRB -- CA/FTLENAME : OS- r4.1 ff IT' .__a.a.. �. ... r'',. _... -....-,-..-»,.,,,..,„. ,. .. .<>� .f.,-;,-...,-....____ _._.__.,,....-.,, _...T„-T.-.-...r.-,.. �.•...,,..;Rr� .....,....,gin:...,.,..,,.....,_,._..._._....._... ,._.....,.,,.,.,. f....,;,:,.� ,.,,.w.,..,.;K..,r.:,-..,.-_.._...._._.__.-.___.____-._..._,._._._.__ .... , ... .... rw.•...-..,.,,.. ..-,....,-_.._,-..._-,._r_._...___.__^^__' ... .„ ..._.....__.. .._ ..... -«...�,.,- a ...-,_....__....___.�.__.,....... ----------- REVISIONS—- APPROVALS DESCRIPTIONSY 1DATI- AP6'ROV D CO. NCiL R ON NO. CUT EX:ISIINC• ROADWAY TO PROADE VERTICAL SURFACES AND SQUARE CORNERS. CUT EDGES WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12 BENCH FINAL INTO UNDISTURBED GRADE MINIMUM 2 INCHES ROAD,BED (BOTH SIDES) 12" ASPHALT OTHERWISE. MATCH EXISTING. ' ort o o r1 0 B o. o a,% o', o vt o..O O ♦,\ o� O ¢� o o O / o o O r O` Qcse a�►o O'� ao r 0 o a o` p O► a.' o ► 4 pr oW° '+ 95% RELATIVECOMPAC11ON MIN, 6" CLASS 2 2e AGGREGATE BASE - SELECT BACKFILL FREE. SEE NOTE BELOW - f CONCERNING TRENCH �-''''°r FROM :DEBRIS AND IN EASEMENTS. INSTALL DELETERIOUS MATERIAL.. MAGNETIC TRA TAPE 90% RELATIVE COMPACTION COMPACTED SAND . OR APPROVED ANULAR' KATERTAL. ..• ...♦ e . ..,a .. o* r O• :'yea,'„•• ."!' �" ot';°io.oa•4!,:.oa•4'li a\°ti:oa�•6� o,vo!� r*'r r+r.r r•:I t•I r• I e t •\ \` o•♦ a.L t ' �'•Jr+y�st.�a'si•y"ai•1~\`:;..al.V r•r°O ;�Mf�,4i ti\'fit V MIN •les 0\•x'1• G MIN leis a B MAT'"' ,. $ MAX . .e ',..a s •`1 e•o�' e • e.."`.yw...N �f e _a - ea Y'fi r6a'�1•ro\•�te• N�'tw`• t•�ie`•O+�I/e•et•�°ia•Ir s aQrN BELOW �`^� �•♦ •1�"4 a:I.f as. «ti"•y •a' oa ria �•aia V G31LLO TL - 1 0'•f•\�'al s\`'rNf•♦ 's/•♦ 'at•♦ 'af e! 'af+\..,e , A CITY ENCROACHMENT PERMIT AND INSPECTION ARE REQUIRED FOR GREATEST O.D. DIMENSION{ TRENCHING IN PUBLIC OR COLONY AT PIPE JOINTS RIGHT—OF—WAYS. a . NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NUN—ROADWAY TRENCH WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH,. IF STRUCTURES ARE TO BE BUILT . OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. DRAWN BY: CITY OF ATASCADERC V.S. DRAWING NO. QEStG�t 87r- V.S. Y: ENGINEERING' DEPARTMENT 'V.S. AT : . fi ILL REQUIREMENTS 02 27 92 } FILE NAME: A LINES AT702.QWG y , a • y i CE N _ Y LL �qy -W• i R E 0 OFF--SITE SEWER AND WATER EXTENSION acarwmon NO. BY DATE DESCRIPTION A A A �- CONSTRUCTION DETAIL CITY OF' ATASCADERO, CA " y ENGINEER S t RLA (dNEf� S S U R V E Y Q R S ACCEPTED BY: 12 Q1';�99 , 364 Pocific Street ,�- Son Luis Obispo, CA 9WI JOHN R. FALKENS11EN R:C.E. 33760 EXP. 6-30--02 DATE 001, f (805) 544—T407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: t STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE LRB LRB SJS 990533 NONECc . 04;19 ;... CA/FILENAME OS—SHT4.19/5 ,. l �r �. , ._...._n._. _.,..,. .. .._ �..