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HomeMy WebLinkAbout2000 - Del Rio Road 4 Cl OF ATASCAD R07 CA IFORNIA SHEETINDEX 04.01 TITLE SHEET LEG D C4.02 STANDARD NOTESk 04.03 EL CAMINO REAL STA. 11 +00 21 +00 OMEDEPOT PROPERTY LINE RIGHT--OF--WAY C4.04 EL CAMINO REAL STA. 21 +00 32+00 ®© CURB C4.05 EL CAMINO REAL -- STA. 32+00 -- 41 +00 BACK OF CURB 04.06 EL CAMINO REAL -- STA. 41 +00 — 51 +00 r"" GUTTER rr SIDEWALK .__ __.. _...... _ _ ,... ._ _.._ _.._.._. C4.07 EL CAMINO REAL -- STA. 51 +00 -- 60+00 — — � EASEMENT C4.08 DEL RIO ROAD STA. 9+50 -- 19+00 �€ Y. EXISTING -- / RETAINING WALL 04.09 DEL RIO ROAD - STA. 19+00 -- 29+00 °i :, 2:1 SLOPE 04.10 DEL RTO ROAD -- STA. 29+00 39+00 4" EXISTING CONTOURS r C4.11 DEL RIO ROAD — STA. 39+00 -- 49+00 ; FINISHED GRADE CONTOURS 04.12 DEL RIO ROAD -- STA. 49+00 -- 59+00 t�--.� � .,� WATER MAIN — °--s„ w C4.13 DEL RIO ROAD -- STA. 59+00 _ 69+00 � SANITARY SEWER $ S 04.14 DEL RIO ROAD -- STA. 69+00 -- 76+13.86 STORM DRAIN EXIST. WATER LINE W C4.15 SEPERADO ROAD -- STA. 000+00 — 000+00 \ EXIST. SAN. SEWER —w ,} EXIST. STORM DRAIN _..._..... ._. a....._._.. C4.16 SEPERADO ROAD -- STA. 000+00 -- 000+00 1 a� _._...: _.._._ .. EXIST. GAS _._.._... _........ , ._.._w M ._..._ M... , ..._ ._...__... C4.17 SANITARY SEWER LIFT STATION GAS MAIN ---- G G EX. S.S. MANHOLE . ._..w _...... .......... _...ew . .v._.. C4.18 CON STRU CTI ON DETAILS ' S.S. MANHOLE • 04.19 CONSTRUCTION DETAILS _ S.S. LATERAL S C) WATER —SERVICE W WATER VALVE FIRE HYDRANT BENCHMARK INFORMATION EX. FIRE HYDRANT BENCHMARK FOR THIS PROJECT IS FLOOD INSURANCE RATE MAP ( \\ STREET LIGHT --� REFERENCE MARK 18 (RM18) — A U.S. COAST AND GEODETIC SURVEY ?� `�, GAS LATERAL G DISK STAMPED "F 1095 1968" LOCATED 3.15 MILES NORTHWEST ALONG `' UTILITY TRENCH P,P ,OTV SOUTHERN PACIFIC RAILROAD FROM OVERPASS OVER STATE HIGHWAY 41 re AT ATASCADERO,' 17 MILES SOUTHWEST OF TEMPELTON, IN TOP OF AND ° UTILITY SERVICE Ws4. SV 1.1 FEET EAST OF WEST END OF SOUTH CONCRETE ABUTMENT OF BRIDGE .va PG&E BOX .. 223.38 OVER GRAVES CREEK, 7.7 FEET WEST OF WEST RAIL, APPROXIMATELY 1 FOOT LOWER THAN TRACK. NGVD 'ELEVATION == 784.72 °' PG&E NG CTRPG& BOX � �3 � PG&E ELECTROLIER PAC BELL PEDESTAL SSMH : SDMH o� CLEANOUT TOP OF CURB T.C. s � TOP OF WALL T.W. TOP OF GRATE T.G. 411 TOP OF FOOTING T.F, .N' GRADE BREAK. G.B. , ... ~ ., UTILITY EASEP.U.E. FLOW LINE FL 3PUBLIC EASEMENT P.0 E --- ~-t - � ., .•y ': ' `— _`�' , . .. INV .iNVERT TO FINISHED GRADE FG PASO ROBLES FINISHED SURFACE FSSITE 101 )y/0 41 t ! - \ i?0AD 0 �1 z 7C p rn f .AD U I' t �A, r,y �, PROJECT SCALE 1 5VMAP p _ /� . . � ,,\ Q?'f \� %`�Sq�T O 4 ' d 01 V� FESS SHIN Fzo F 0.`C 3� % C'� oh3 u.� Ira 29743 } s�� 5P , ' �' UTILITY C APPROVAL -C:) °� EXE.ais��o3 ' X �G [,.J ca .' tj' Cly.. 9 CD ,_. �o AA �. VC PACIFIC GAS & ELECTRIC CO. DATE CD ATASCADERQ o r R� ®Q ��ES;p'v°�l � qA �, .REVISIONS c \ PACIFIC BELL DATE OFt� SITE SEWER AND WATER EXTENSION uj 101 NO. 1 00 47mw LL_ ,33760 NO. BY DATE DESCRIPTION + \ ` '- 9 T EXP.6/3O/02 S UTHERN ALIT RNIA GAS OMPANY ATE o TITLE.E SHEET EE.T C) O - P A S S O C O A T E S VICINITY MAP SAN LUIS > OBISPO /� ®+ �.1 C ' N.T.S. " -'. .. .*�'a.�"'f ' �„ f ` �wr' � Ai C7 i`i G. R R > 1 \ 4 ECORDR�w� µ OF ATASCADEROCA . FAL AB T.V. DATE z F P Cannon Associates �.;� C LE L A N N E R � THE RAW �S HAV OR TI N SHOWN WHICH IN PART HAS BEEN PROVIDED BY OTHERS. S URVEYORS Q NO /A RAN�l' IS M E R I L D AS TO HE ACCURACY OF THIS INFORMATION'. INDEPENDENT VER FIC TIO SHO I D M E RIOR TO U E. ACCEPTED BY: Q 99 364 Pacific StreetATA ADERO MUTUAL WATER COMPANY DATE J R. FALKENSTI N R.C. 33760 EXP. 6-30-02 DATE San Luis Obispo, CA 93401 "�,...»... .___ (805) 544-7407 JOHNLKENSTI EN RCE 33 60 D TE I— DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALLE SHEET: ti� XPIR 6-30-02 ` � * — a o STEVEN J. SYLV ER, 29743, CITY ENGINEER DATE � C I ;, OF A TE R OPERATIONS DATE LRB LRB SJS 994533] AS S n;', G4.0�1 CA/FILENAME OS-4, 1/SHT QENERAL NO N-OW STANDARD NOTES CONCRE N06-CONC 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 1997 EDITION Of THE 1. CONCRETE SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH PER NOTE UNIFORM BUILDING CODE (UBC), U13C STANDARDS, UBC ADOPTED 1. CONSTRUCTION NOTES INSPECTION, 2 AT 28 DAYS IN ACCORDANCE WITH ASTM C31 AND C39. TESTING SHALL BE IN STANDARDS, AND- USIC RECOGNIZED- STANDARDS. (NOTE: ALL UBC A. NO CONSTRUCTION SHALL BE STARTED-WITHOUT PLANS AND/OR PERMITS APPROVED 1. CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EACH PHASE OF E. PVC PIPE SHALL BE CLASS 200 AND SHALL CONFORM TO ACCORDANCE WITH UBC'SECITON 1905.6. SAMPLES FOR'STRENGTH TESTS OF' EACH RECOGhNUIZEEDC ISTANDARDS-AS APPLICABLE AK -REWIRED I FOR THIS BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEER= DEPARTMENT WORK AND IN A TIMELY MANNER TO 'ENSURE A -QUALITY JOB. MEET THE REQUIREMENTS OF A.W.W.A. SPECIFICATIONS -CLASS OF]CONCRETE-`PLACED-EACH'-DAY-SHALL--BE'­TAKEN-BY-THE OWNER'S I ES I NG PROJECT.) SHALL BE NOTIFIED AT LEAST 24- 14OURS PRIOR- TO STARTING CONSTRUCTION. C900 FOR 12 INCHES AND SMALLER. LABORATORY NOT LESS THAN ONCE A DAY, NOR LESS-THAN ONCE FOR' EACH`-150 2. CONSTRUCTION--METHODS AND-PROJECT SAF ETY-. THE CONSTRUCTION ANY CONSTRUCTION DONE MIT14OUT-APPROVED PLANS OR P-RIOR NOTIFICATION TO -2. THE__SOILS-ENGNM-SHALL.INSP-ECT AM TEST.-ALL.-GfIADING CUBIC YARDS-OF-CONCRETE,--I= LESS THAN -ONCE FOR EACH.-5= SQUAREfEET DOCUMENTS REPRESENT THE FNIS14M STRUCTURE. ANDL DOL NOT 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 FINISR OF SURFACE AREA FOR SLABS AND WALLS. PROVIDE A MINIMUM OF 5 STRENGTH INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. DONE AND WAS DONE INCONFORMANCE WITH ALL REQUIREMENTS SPECIFIED TESTS FOR EACH CLASS OF CONCRETE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN HEREWITH. _GRADE. 2. CONCRETE SHALL CONFORM TO THE FOLLOWIN[G.- AND, NSURE THE tN[TEGRI`lY OF THE STRUCTURE DURING- ff. ALL CONSTRUCTION WORK SHALL CONFORM To THE CITY OFATASCADERO STANDARDS 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL G. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION CONSTRUCTION. NEITHER THE OWINER NOR ARCHITECT/ENGINEER WILL AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNECTION NTH THE AS TO EXACT LOCATION BY CENTERLINE STATION AND ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR SHALL CITY ENGINEERING DEPARTMENT. WORK� SPECIFIED HERE*TI4. MAIN DEPTH OF ALL WATM FACILITY APPURTENANCM: CONCRETE SLAB DESIGN, CONSTRUCT AND MAINTAIN A" SAFETY DEVICES, INCLUDING VALVES, TEE AND OTMER f I TTING, METERS, AND OTHER CASS SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO IH. INSURANCE AND- SAFETY, PERTINENT FEATURES FOR THE PURPOSE OF PROVOM CONFORMING TO ALL LOCAL., STATE AND FEDERAL SAFETY AND- STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE DONE WITHIN 15 DAYS HEALTH STANDARDS, LAWS AND REGULATIONS. THE ENGINEER NTH A BASIS FOR AS-BUILT DRAWINGS. MAXIMUM 3/4- PRIOR TO PLACING MATERIAL TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION 1. NE17HER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY A *W" SHALL BE CLEARLY MARKED ON THE CURB FACE FOR AGGREGATE SIZE 3. DETAILS NOT SPECIFICALLY SHOW14 SHALL BE SIMILAR TO DETAILS FOR AND SOURCE OF MATERIAL MEASURES OR�REGULATIO14S AS THEY PERTAIN JO THE CON-TRACTOR. THE SERVICE LOCATION. SIMILAR CONSTRUCTION SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY MINIMUM SACKS 5 D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED DEVICES,-INCLUDING SHORING AND, SHALL. BE SOLELY RESPONSIBLE FOR CEMENT PER_-YARD 4. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND AS SPECIFIED BY THE CITY ENGINEERING DEPARIUENT. SAID TESTS SHALL -BE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH H. A CONTINUOUS TRACER WIRE SHALL BE PLACED OVER THE MAXIMUM WATER/ 0.49 SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE COMPLETED BY A CERTIFIED. SOILS ENGINEER AND APPROVED BY THE CITY STANDARDS, LAWS AND REGULATIONS. WATER MAIN AND BROUGHT INTO THE VALVE CHAMBERS FOR CEMENT RATIO CALLED TO THE ATTENTIOlt OF THE ARCHITECT AND BE RESOLVED ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL 2. THE CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND EFFECT UP TO THE TESTING. BEFORE PROCEEDING WITH THE WORK. DATE OF FINAL 1. THE CONTRACTOR SHALL. FURNISR SUPPLIERS SLUMP 4-±1/2- 5. NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELAMW COMPACTION OF 95X IN WER'S COMPENSATION INSURANCE CERTIFICATES STATING THAT ALL PIPE, VALVES, 28 DAY COMPRESSIVE 3500 PSI PENETRATED UNLESS SPEC[FICALILY APPROVED BYTHE ARCHITECT IN THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT 1. wo 2. PRODUCTS AND COMPLETED OPERATIONS INSURANCE FITTINGS, PROTECTIVE COATINGS AND ALL OTHER STRENGTH ADVANCE OR SHOWR ON THESE DRAWINGS. BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE 3. COMPREHENSIVE LIABILITY INSURANCE MATERIALS COMPLY WITH THE SPECIFICATIONS AND 6. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE, ON THE SHALL BE COMPACTED TO 9OX RELATIVE COMPACTION. 3. LIMITS OF INSURANCE, CLAUSES, AND ADDITIONALLY INSURED PARTIES REQUIREMENTS OF ATASCADERO MUTUAL WATER COMPANY. & PROV I IDE,6% ENTRAINED AIR, BY VOLUME WITH ADMIXTURE PE R_ ASTM C260 FOR SITES DRAWINGS. SHALL BE TO THE SATISFACTION AND APPROVAL OF THE OWNER PRIOR TO J. LOCATIONS AND ELEVATIONS OF EXIS11NG UTILITIES ABOVE 1500 FEET IN ELEVATION. 7. WHERE THESE GENERAL NOTES AND THE TYPICAL DETAILS.ARE K F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN THE START OF CONSTRUCTION. WHERE. S14OWN ON THE_PLARS.ARE.BASED. ON. AVAILABLE 4. ALL CONCRETE S14ALL BE CONSOLIDATED BY MECRANICAL VIBRATOR& CONFLICT WITH THE SPECIFICATIONS, THESE GENERAL NOTES AND THE COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE RECORDS AND ARE APPROXIMATE ONLY. THE CROSSING OF TYPICAL DETAILS SHALL GOVERN. REQUEST FOR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER THESE UTILITIES WITH WATER MAINS SHALL TENTATIVELY 5. ALL CONCRETE WORK"SHALL CONFORM TO THE REQUIREMENTS OF 1997 UBC- AND ACI CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE BE AS SHOWN ON THE PLANS. CONTRACTOR SHALL HAND STANDARD 318, LATEST REVISION, OF THE AMERICAN CONCRETE INSTITUTE, UNLESS 8. PROVIDE OPENINGS, CURBS. BLOCKING, FRAMING AND/OR SUPPORTS IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN IV. GENERAL PIPELINE CONDITIONS EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION OF SHOWN OR NOTED OTHERWISE ON THESE DRAWINGS. FOR ITEMS INDICATED-ON ARCHITECTURAL, MECHANICA4 ELECTRICAL.- THE FINAL INSPECTION ISI MADE. THE COKTRACTOR SHALL CONTACT ALL U11UTY COMPANIES WATER MAINS IN ORDER TO VERIFY LOCATION AND DERTR. OTHER DRAWINGS OR SPECIFICATIONS INCLUDED IN CONSTRUCTION TO MAW LOCATIONS AND SHALL POTHOLE ALL UTILITY WHERE WATER MAINS CANNOT BE MAINTAINED WITH AT 6. AGGREGATE SHALL CONFORM TO ASTM C33. DOCUMENTS. G. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCA11ON OF UNDERGROUND CROSSINGS,. PRIOR TO STAKING- AND PRIOR TO ANY LEAST 36 lWhES,ICGVER_ AND & INCHES, CLEARANCE FROM S. REFER TO ARCHITECTURAL MRA�GS FOR DIMENSIONS AND OTHER FACILITIES WITHIN THE JOB SITE. HOWEVER* ALL EXISTING'UTILITY AND PIPELINE EXCAVATIONS TO ALLOW GRADE REVISIONS IF THE UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE 7. CEMENT SHALL BE ASTM C150, TYPE I OR TYPE 11. INFORMATION NOT SPECIFICALLY SHOWN ON STRUCTURAL DRAWINGS. OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR PLANS., THE ENGINEER SHALL BE NOTIFIED AND THE LOCAMON WERE SHOW tS APPROXIMATE. T14E CONSTRUCTION CONTRACTOR- NECESSITATED, BY ACTUAL LOCATIONS. WATER MAIN DEPTH WILL BE ADJUSTED TO MEET THE 8. REINFORCINGF STEEL SHALL BE DEFORMED CONWORMINa TO ASTM A6t5 GRADE 60 10. ALL ELEVATIONS A-RE REfERENCED FROM TOP OF FINISH GROUND AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR B. CITY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. UNLESS OTHERWISE NOTED. CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT FLOOR ELF-VA71ON.- W-Cr. LOCATING OR HAVING LOCATED. ALL.UNDERGROUND. UTILITIES AND OTHER CUT SHEETS TO-CHECK GRADES-PRIOR-M,TRENCHING. SHALL NOT BE LESS- THAK 2- TIMM THE NOMINAL-DIAMEVA OF THE REINFORCEMENT, 0 11. PROVIDE INSPECTIONS IN ACCORDANCE WITH UBC SECTION 108. FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. C. THE CONTRACTOR SHALL CONTACT THE FOLLOWING U11UTY K. LOCA11ONS AND ELEVATIONS OF EXIS11NG WATER LINES OR 1-1/3 TIMES MAXIMUM SIZE AGGREGATE, NOR LESS THAN 1-1/2 . H. ALL U11UTY COMPANIES MUST BENOTIFIED PRIOR'TO THE START OF COMPANIES AT LEAST-48.HOURS- BEFORE BEGINNING AND APPURTENANCES ARE - APPROXIMATE. WfHERE 9. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185. 12. OWNER SHALL EMPLOY SPECIAL INSPECTORS TO PROVIDE TESTS AND CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND EXCAVATION AND SHALL VERIFY WHETHER OR NOT A CONNECTIONS TO EXISTING LINES ARE TO BE MADE, AS INSPECTIONS IN ACCORDANCE WITH UBC CHAPTER 17 FOR SERVICE ALERT (U.&A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO T14E REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT SHOWN OU THE PLANS, CONTRACTOR SHALL EXPOSE- THE 10. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE INDICATED ON THEFOLLOWING ITEMS: START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN DURING EXCAVATION. EXISTING LINE AND N011FY THE ENGINEER OF LOCATION. THE DRAWINGS AND SHALL BE IN COMPLIANCE NTH ALL REQUIREMENTS OF THE UBC A. PLACEMENT OF CONCRETE, AND. DURING TAKING OF TEST UTILLIIESL AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE UNDERGROUND SERVICE ALERT (USA) 800-642-2444 ELEVATION AND TYPE OF PIPE AND/ORnTTINGS PRIOR AND THE STRUCTURAL WELDING CODE - REINFORCING STEEL, AWS D 1.4, LATEST SPECIMENS PRESENT DURING EXCAVATION. PACIFIC TELEPHONE CO. - MEMBER USA OR 805-543-7868 TO ANY CONSTRUCTION. REVISION, OF THE AMERICAN WELDING SOCIETY (UBC STANDARD 19-1). PROVIDE B. PLACEMENT OF CONCRETE REINFORCEMENT. SOUTHERN CALIF. GAS CO.- MEMBER USA OR 805-964-7821 WELDING PROCEDURE AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE C. BOLTS INSTALLED IN CONCRETE, INCLUDING EXPANSION OR L PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN WELDED. DESIGN ENGINEER SHALL APPROVE WELDING PROCEDURES AND MILL TEST ,.EPDXY ANCHORS. 1. 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 Fll-nNGS ARE INSTALLED REPORT'S PRIOR M EXECUTION OF WELDING. D. ALL STRUCTURAL WELDING. �INCLUIDNG WELDING OF 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 REINFORCING STEEL, METAL D CK & LIGHT GAGE FRAMING.) CARD SHALL BE POSTED ON THE JOB SITE PRIOR M THE START OF CITY OF ATASCADERO 805-461-5035 GRADE. NO PERMANENT CONNECTIONS TO EXISTING ll�. COVERAGE FOR REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE E. INSTALLATION OF HIGH-STRENGTH BOLTS. CONSTRUCTION. ATASCADERMUTUAL WATER CO. 805-466-2428 WATERLINES SHALL BE MADE UNTIL ALL PRESSURE REQUIREMENTS OF THE UBC AND ACI STANDARD 318 UNLESS SHOWN OTHERWISE ON F. ALL STRUCTURAL MASONRY. TESTING AND BACTERIA TESTING IS COMPLETE. THE DRAWINGS. G. INSTALLATION OF PlUNG, DRILLED PIERS AND CAISSONS. J. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING D. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND TEMPORARY CONNEC11ONS MAY BE ALLOWED FOR H. MOMENT RESISTING STEEL AND CONCRETE FRAMES. DEPARTMENT, WAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN THE SITE HAVE BEEN BROUGHT TO SUBGRADE. CONSTRUCTION PURPOSES, HOWEVER, PROPER BACKFLOW 12. LAP SPLICES FOR REINFORCING BARS SHALL BE PER THE REINFORCING SPLICE 1. SPRAY APPLIED FIREPROOFING. PROBLEMS THAT MAY ARISE IN THE,fIELD. REVISIONS SHALL BE REVIEWED BY PROTECTION DEVICES WILL BE REQUIRED. SCHEDULE ON THESE DRAWINGS OR 24" MINIMUM UNLESS SHOWN OTHERWISE ON THE J. NAILING INSPECTION FOR ALL ROOF AND FLOOR PLYWOOD THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT V. SEWER CONDITIONS DRAWINGS. WIRE BARS TOGETHER AT LAPS OR SPLICES. STAGGER LAPS IN SHENTHING­ NOTED OR THE DRAWINGS. ADJACENT HORIZONTAL OR SLOPING REINFORCING BARS A MINIMUM OF THE REQUIRED K. NAILING INSPECTION FOR ALL WALLS NOTED ON THE PLYWOOD THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH M. THE ATASCADERO MUTUAL WATER COMPANY IS TO BE SPLICE LENGTH. HOOKS SHALL BE UBC STANDARD HOOKS UNLESS SHOWN SHEAR WALL SCHEDULE. CONTRACTOR SHALLRIEMEDY THE WORK TO COMPLY NTH THE PLANS TO THE N011FIED OF ALL WORK INVOLVING, SHUTTING OFF WATER SAIISFAC11ON OF THE INSPECTOR. GRADE-IN- PAVED-AREAS AND M, 6"-ABOVE FINISH GRADE AT ANY TIME FOR ANY REASON AT LEAST 48 HOURS ADVANCE OTHERWISE. WELDED WIRE FABRIC SHALL BE SPLICED BY LAPPING A MINIMUM OF 12 THE SPECIAL INSPECTOR SHALL PROVIDE INSPECTION REPORTS TO THE IN UNTRAVELED LANDSCAPED AREAS. NOTICE. LINES SHALL BE PRESSURIZED, AND-PROTECTED-FROM BACK- INCHES OR TWO CROSS WIRES, WHICHEVER IS GREATER. 0,WNM.ARCHLTErT,_ENGINEER-AND,,.-BUILDING DEPARTMENT. IT K0, - THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND B. SANITARY SEWER PIPE S14ALL BE PVC: GRAVITY SEWER SHALL FLOW CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 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 13. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ASTM _C94 AND ACI STANDARD INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST PROPOSEDL tN_ THESE-PLAb& ANIX SPECI]FICK11ONS, FOP, THE_PURPOSE OF PRGADING� SH.ALL OPERATE ALL VALVES- K_THE ACCEPTEDL MTEA4- 304. 24 HOURS PRIOR TO, PERFORMM ANY WORK T14AT REQUIRES THE E"NEER-WtTH-A---BASIS7-­FOR--RECORD DRAWING& NG CHANGES SHALL BE JOINT ASSEMBLY. PPE, FITTINGS, AND, JOINTS SHALL SPECIAL INSPECTION. BE IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS 14. ALL EMBEDDED ITEMS SHALL BE PLACED ACCURATELY AND SECURED PEUOR TO MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE ASTM 3034. N. BEFORE ANY PRESSURE TES11NG IS DONE FOR BEGIN", CONCRETE PLACEMENT. STABBM OF ANCHOR- BOL:M.KTOL WET 13. DIMENSIONS AND ELEVATIONS SHOWN ARE APPROXIMATE AND ARE DESIGN ENGINEER. INSPECTION, THE SYSTEM MUST BE COMPLETED PER CONC IS NOT ALLOWED. PROVIDED AS AN AID IN INTERPRETING THE DRAWINGS ONLY. DIMENSIONS FORCE MAIN PIPE SHALL BE EITHER DUC11LE IRON OR ATASCADERO MUTUAL WATER COMPANY STANDARDS; ALL AND- ELEVATKWS MUST BE VEWED- WFll+ ARCHfTECTURAL DR-AWINGS. K L THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE PVC CLASS 200 (AWWA C-900)., SERVICES INSTALLED A14D TOr GRADE. ALL MAIN LINE 15� r 0 1 1 STRUCTIOU JOINTS7 SHALL BE,LOCA.7M. SG AS�NOT-M NPAR THE STRERM.' OF, THE'EVENT OF CONFLICT, DIMENSIONS AND ELEVA71ONS SHOWN ON 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. THE STRUCTURE. CONSTRUCTION JOINTS SHALL COMPLY WITH UBC SECTION 1906.4. ARCHITECTURAL DRAWINGS SHALL GOVERN. DRAWING SCALES GIVEN ARE DEPAR.TMEbLT ANa SHOWR OR EACH, CROSS-SECTION_ AS TO EXACT LOCATION BY CENTERLINE STATION AND ALL BLOW-OFF, AIR VALVES AND FIRE HYDRAKTS MUST' BE LOCATE CONSTIMTION_ JOINTS ONLY AS SHOW Obt THE DRAWINGS OR APPPZVM K APPROXIMATE7- NIM SCUL ELAn-OR r E I DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY INSTALLED. FWAL SURE-_TES7WG SHALL BE- DONE- ADVANCE BY THE ENGINEER. CONSTRUCTION JOINTS SHALL BE-MADE ROUGH AND ALL 14-AS-BUILT DIMFNSMS-SHALL_NOT VARY, EXCEED, OR BE-LESS-n" THOSE M. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED NTH A METHOD OF CROSS THE EASEMENT OR STREET RfGt+`T­OF-­WAY LINE AS AT THIS POINT. CHLORINATION OF COMPLETED SYSTEM LAITANCE REMOVED FROM THE SURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING N(X7ED­ON' DRAWINGS- AS ±, MINIMUM, OR MAXIMUM, RESPECTIVELY, BY EROSION- C0147ROL APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR 70- REQUIRIES.. 48- HOURS BEFORE FLUSHING. C THE�ENTIRE,SURFAC E�- SANDBLASTING, OR-RAKKG THE SURFACE 70,-PROV_W� 1/4!� MORE THAN 15 PERCENT. WRITTEN APPROVAL SHALL BE OBTAINED FROM FINAL INSPECTION. WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE WATER MUST BE REMOVED. BACTERIA TESTS WILL TAKE A DEEP DEFORMATIONS. THE-DESIGN_EWGR4EER-WREW REQUIRED- 1U'EXCEEDr T57'PERCENT.- MINNUM' PURPOSE OF PROVIDING THE ENGINEER MT14 A BASIS FOR MINIMUM 48 HOURS. 16. PROVIDE SHOP DRAWINGS FORALL REINFORCING' STEEL TO THE A T'.14DESIM =/DE'_ SIDE CLEARANCES BETWEEN CONCRETE AND SOIL MAY EXCEED THIS N. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE AS-BUILT' DRAWINGS. SEWER LATERALS SHALL BE MARKED TO BEGINNIN.G.-ANY LIWTAT04 BY UP, Ta 12". RESPONStMtTY OF THE DEW-LOPER AT HIS EXPENSE. CLEARLY ON THE CURB FACE N'TH A STAMPED 0. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATtM SHALL ENGINM FOR REVIEW AND APPROVAL PRIOR D. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE CONTINUE-DAfLY-UNTIL TWO-(2) CONSECUT[W DAYS- OF­ 15. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN FOUNDATIONS, 0. IN. T14E EVENT THAT THE COUTRACTOR.NOTICES, IRREGULARITIM.IN. THE LINE OR� SITE HAVE- BEER BROUGHT- TO SU BGRADE.- A AFTER PASSING NTH A MINIMUM OF 48 HOURS FOR EACH TEST. 17. CONTRACTOR SHALL PREPARE AND SUBMIT CONCRETE MIX DESIGNS TO THE SLABS, WALLSw SHEAR WALLS, DECKS, GIRDERS. BEAMS. JOtSTS. COLUMNS, GRADE FIE 94ALL BW4G-IT TO-THE IMMEDIATE-ATTMffM- OF THE DESW THIS IS A TNE CONSUMING PROCEDURE-IF TESTSr AREL ARCHFTE0T/lDESl[W EWANEER FOR APPROVAL PRIOR-TO-PLACEMENT OF ANY ETC. UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, COMPACTION CERTIFICATION. POSITIVE AND COULD RESULT IN 48 HOURS OF CONCRETE. CONCRETE MIXDESIGNS SHALL BE PER UBC SIECIION 1905 AND SIGNED NOT-FY THE ENGtNEER- F MECHANI AL OR-OTHER- SHOW E. ALL NEW SEWER WAIN INSTALLATIONS SHALL BE FECHLORINATION BU 0 RETESTKG� WATER MEnEFZS WILL BY A CfML ENGNEER REGISTERED IN THE STATE OF CALIFORNIA. CALCIUM-- CHLORIDE, OPENINGS, POCKETS, ETC. WHICH ARE NOT LIKENME SHOWN ON THE' THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND- OR ADMIXTURES WHICH ADD -CHLORIDES ARE NOT PERMITTED. STRUCTURAL DRAWINGS. NECESSARY RECONSTRUC11ON TO CORRECT SUCH ERROR. TELEVISED. BE INSTALLED ONLY ON AN ACCEPTED SYSTEM. t& ALL GROUT SRALL Bl� NONMETALLIC, "ON-_ SHRINK- MGH- STRENGTH- GROUT BY, MASTER 16. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IFRLACED ON FRAMED P. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE NTH THE CITY/COUNTY BUILDERS OR EQUIVALENT AS APPROVED'BY'iHE ARCHITECT/lDESIGN ENGINEER. STANDARDS-AND- SPECIFWATK)N& TO. REVEAL A7 COMPETEN�T STRUC­nRAL SECTIM VL WATER "N. CORSTRUCTION. NOTES FLOORS-OR ROOFi 'LOAD, SHALL NOT EXCEED,DE­SlIGN­VW LOAD- FOR VL CY ACCESS UTR=. BY THE,MAN11FACTURM FW EACH. APPLICATION. EACH PARTICULAR LEVEL (40 PSF FOR FLOORS, 20 PSF-FOR-ROOF7. AND NEW PAVING -SHAtL BE J0114M ATTHfS` POW. IRE STRUCTURAL SECTIM A. WATER WAM SHALL BE TESTED-AT`TEI;r THE ROADWAYS-A14U AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 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 PLACEMENT- OF BASE. COMPACTION CERTIFICATION. DURING WET WiNTER" MORTHS, THE CONTRACTOR SHALL MAKE T9. REINFORCINGr AND' EMBEDMENTATEW 9f4L BE FlUX-OF SCALE"M RUST.' EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR DIRT, GREASE, OIL OR ANY OTHER SUBSTANCE THAT WILL AIR BOND NTH a. THE CONTIZAClXW AGREES TRAT K ACCORDA14M N7H GENERALLY ACCEPTED Ef. ALL. WATER WAINSI ANCI SERVICE&SHALL-PASS�MOZ ALL_ EMERGENCY' VEHICLES." CON M- ETE. REINFORCING STEEL N07-REIN CONSTRUCTION PRAC110ES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE SEWER MAINS AND LATERALS NTH A MINIMUM OF ONE B. FIRE PR07EC11ON IS. TO BE PROVIDED PRIOR TO AND. COMPLETE RESPONSOUTY FOR THE COMTM OF THE AS StTE DURM FOOT OF VERTICAL CLEARANCE. UNLE$6, OTHERWISE 20. OWNER, S14ALL PROVIDIE SPECIAL INSPECTIONS- AND TESTS IN- ACCORDANCE N`714- UBC I -TY--OF- C(WSrlRtJC7I(W OF,-ANY BUILDINW-PER�THE-LATEST EDITMINF -FOR-THE PLACEMENT OF CONCREIS-AND''CONCRETE' RLIWORCEMENT, THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFE AUTHORIZED 014 THE PLANS. SECTKW t7Ot ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO OF THE UNIFORM FIRE CODE. WHICH REQUIRES THAT WATER FOR BOLTS INSTALLED IN CONCRETE, FOR SAMPLING CONCRETE AND FOR ALL REINFORCING STEEL S14ALL BE DEFORMED INTERMEDIATE GRADE BARS CONFORMING THE APPLY CON11NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. . THE C. ALL WATER MAIN- FITTINGS, TEES,. VALVES, BENDS.- MAINS--AND- RYDRAWS SHALL BE OPERABE AND-1-TESTM. REtNFORCING­STEEL WELDINQ, 004WS INSPECTOR,SHALL PROWMI INSPECTIm- FOLLOWING: CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE ETC., SHALL HAVE FLANGE CONNECTIONS WITH ANY AN ACCESS ROAD NTH 6" OF AGGREGATE BASE ROCK NTH REPORTS TO THE OWNER, ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. CUTY OF ATASCADERG AND THE DEStW PROFESSIONAL FROM ANY AND A" ADJACENT FITTINGS. ALL GATE- VALVES7 SHALL BE A, MINlMUM-.WIDTI+-OF­--2- * FOR--RRE--TRU`C-KS--M`UST-BE---KEPT-- 2t; SLAB'SH`ALL BE SAW-CU-T PER'FOUNDrATIOtt-PLAN-AS-SOON--AS EQUIPMENT CAN'�BE NO. * BARS AND SMALLER...................ASTM ASM GRADE 40 LIABILITY, REAL OR ALLEGED' IN CONNEC11ON WITH THE PERFORMANCE"OF WORK RESILIENT WEDGE, UNLESS OTHERWISE SHOWN ON THE OPEN AT ALL TIMES. A POR11ON OR SECTION OF WATER OPERATED WITHOUT DAMAGING THE SLAB. NO- 5L BARS-ANDL, -----A.SIM A&15, GRADE-6a ON- TKE PROJECT. EXCEPTNG LIAMITY ARISM FROM, NEGUGENCE OF THE PLANS. REINFORCtW STEEL TO BE WELDED.....A­STh+ k760i GRADE-40- DESIGN RvrE_S`QlONAL. LINES-MAY BE-PU-T--,INTO--OPERAMOt+�-FOR--FUC--,PROTECTKW.- 22. CURE ALL EXPOSED CONCRETE SURFACES-WITH LIQUID MEMBRANE-FORMING CURING ry WELDED WIRE FABRIC.............................ASTM A185 D. FIRE HYDRANT ASSEMBLIES., GATE VALVE BOX AW' x - COMPOUND CONFORMING TO ASTM C30% TYPE 1, CLASS A OR OTHER' APPROVED 0 R. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC ANCHOR, AIR RELEASE VALVES7 AND TRUSTBLOCKS SHALL CURM METHM-IIWAEDIATELY�AFIMPLAaNg-CONCRETE.— WRIERE"T"'CLUE]IM' 2. REINFORCING STEEL SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTROL SHALL BE IN ACCORDANCE NTH THE CURRENT CALTRANS MANUAL FOR BE CONSTRUCTED IN ACCORDANCE 'WITH ATASCADERO OCCURS IN TEMPERATURES OVER 90" OR IN WINDY CONDITIONS, CONTRACTOR SHALL TRAFFIC7 CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR' MUTUAL WATER COMPANY STANDARD DRAWINGS. Vttl.- TREE PROTECTION- MEASURES TAKE-ADD1710KAL. MEASURM,TO, INlSURE_PROPER CONCRETE CURING-- IF COUTROL_ 3. WEUM4G-OF-KLINFORCI 'SILLL (WHERE-SPECIFICAL NOTED-OR--DETAILED)-SHALL CONFORM TO-UBC`- LANE'CLOSURE_ SHALL BE PERMITTED UNLESS-PREVIOUSLY ARRANGED FOR- AND 1. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERWISE NOTED. JOINT SAW-CUT71NG TAKES PLACE AFTER APPUCA11ON OF CURING COMPOUND, n -28 -79.- USING_ LOW HYDROGEN OnFS_ - R RE-APPLY CURING- COMPOUND TO' SAWICUTS. STANDARD NO. 1-9 - AND AW.S_ Dt4 GRA4TED Y THE aTY ENGMEERM DEPARTMENT 01) , 2. EARTHWORK Sl+ALL NaT EXCEED- THE UMfTS OF THIS PLAR 4. PROVIDE WELDING PROCEDURE AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE WELDED. 2& WHEN COLD WEATHER CONDITIONS EXIST, PLACE. CONCRETE IN COMPLIANCE WITR Ullc ENGINEER SRALL APPROVE WELDtNG` PRO'UtUUKt, WELDER QUAUFrGATK)NS-AND' MLL TEST-KLFOK IS S. AGGREGATE BASE 3. LOW.-BRANCHES..114, DANGER.,OF BEING,.TORN. FROW, TREES-,SHALL.BE., PRIOR TO EXECUTION OF WELDING. PROVIDE INSPECTION PER UBC CHAPTER 17 AND SEC11ON 1928.12. A. AGGREGATE BASE MATERIAL S14ALL CONFORM TO THE APPLICABLE REQUIREMENTS PRUNED PRIOR TO ANY HEAVY EQUIPMENT WORK BEING DONE. 0 1 TIE OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIRCATIONS_ 24. WNW 140T WEATHM CONDITIONS DGST, PLACE CONCRETE IN COMPLIANCE WnT+URC -THE ANDARD- 4. VEHICLES--AND" ST0CKPfLED­ MATERIAL SFfALL BE-5 1 ORED- OUTSIDE-THE- f905.A-5, REINFORCING SHALL BE KEPT COOL DURING PLACEMENTOF_CONCRETE-. 5i TO- HOLU REINFORCING BARS- W iR TRUE POSITION— AND PREVENT DISPLACEMENT 0) AND ANCHORAGE DEVICES MUST BE PROVIDED. PLACING OF REINFORCEMENT SHALL CONFORM TO m B. AGGREGATE BASE ANDL SUBBASE MATERIAL SHALL BE COMPACTED TCL A, MINIIIAW DRIPUNE OF THE TREES TO REMAIN. UBC SECTION, t9Q7.5- RELATIVE COMPACTION, OF 95X_ THE TOP 12 INCHES OF SUBGRADE BELOW AGGREGATE BASE GRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE 5. TREES TO REMAIN SHALL BE FENCED FOR PROTECTION WITH 4-FOOT I&. SHOP'- DRAWMS FOR FABRICATK)N­ OF ANY RENFOKING STEEL SI+Af� BE SUBMITTED TO THE COMPACTION OF 95X CHAIN LINK, SNOW OR SAFETY FENCING PLACED AT THE DRIPLINE OR CNI ENGINEER- FOIT'REVIEW'AND'APPROVAL PRIOR'TO"BEGINNNG-ANYL FABRIICAIM. T. ASPHALT AS SHOWN ON THE PLAN. 0�� 7w REFER.TO--CONCRETE. AND. CONCRETE.BLOCK. N07ES FOR. MINIMUM SPLICE. LENGTK AND MINIMUM, A. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR S. TREE FENCMIG-WdST BE tW MACE PRtW T0f'THE MWANCE OF 3: RADIUS OF BEND, OF REINFORCING. -a ASPHALT CONCRETE TYPE R AS SPECWIEDL K SECTION- 39L OF THE STATE. OF BUILONG/CONSTRUCTION. PERMITS FOR THIS PROJECT. 04 CALIFORNIA,.DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATION% JULY 0 8. SPLICING OF BARS SHALL HAVE MINIMUM LAP PER DETAIL C/81.1 IN ALL CASES, UNLESS DIMENSIONED 1992 EDITION. 7. ANY ROOTS 2-4 IN DIAMETER THAT ARE ENCOUNTERED DURING 4 VOSE ON- DETAILS. "RE BARS TOGETHER- AT LAPS- AND SPLICES. STAGGER SPLICES K EXCAVAITM SHALL BE- CLEAN CUT BY HAND AND SEALED WITH AN ADJACE14T HOR0WTAL ANa SLOPING RENFORCMG BARS A MtNil" OF THE REQUtRED' SPLICE APPROVED TREE SEAL LENGTH. ��kovEs-slwv 8. MAJOR TREE ROOTS 4-4NCH' OR GREATER SHALL NOT BE SEVERED. 9. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. EARTH BENEATH MAJOR ROOTS SHALL BE TUNNELED-OUT TO ALLOW 9_1 NL PASSAGE-OF IMPROVEMENTS,, 10. FABRI`CAWK EREC11ON' ANU PLACEMENT-OF-REINFOffCWG­ STLL SRALL CONFORM' TU CONCRETE- 1'1�1 REINFORCtNa STEEL IN=TU-TE OF PRACTICE, R E V S_ 1 0 N.. S, No,C33760 OFF-StTE SEWER AND WATER' EXTENStON 11. LAP ALL WIRE MESH TWO MODULES OR 12- MINIMUM, WHICHEVER IS GREATER. VE NO. BY DATE DESCRIPTION 0 2 IR d`lkvx­ I..... I— l-............. ,__ll � 6/30/0 RUM JL 12. REINFORCING STEEL SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. > N, ASSOC RA-T ES STANDARD NOTES 13. SPACING- OF'BARS`* SHALL BE'CONSIDERED­ AS-MAXIMM SPACNT. Uj "A nnon WV6 U U- rmm% 'w 3V "IT'" ATAS"Ar' Ln CORD,, _DR�WIN(�S NO. E N-.G-.[ N-E E R,S o A a U T vi 0) S Ocla Ev.6/30/02 PLARRERS ------------------- 0) T, THES WINGS AVE INFO TIO C WHIC IN PAR :1ROVIDED BY OTHERS. �EN -------- I LIE I W� IE A qURAC OF, TM5 NFORMATION. INDEPENDENT NO WARR NTYIS ADE 0 �O TH SURVEYORS 0) H ULD BE A E P TO.,ru 12Z14L99 on OCI OT HE E DR N A WHI6 IN PA 4 �U Cy WI Y GS V TjHE RA I S Z�m A 0 W ARR NT IS%A C ERF A ON SH U LD I C T 4L T,OF C 364 P'acific Street San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE 0 0 JOHN F�A K S (805) 544-7407 C 766"�-;-r,­i,,' AE4 TF// ry EXPIRES ��0-02 I � 1, 1 1, HECKED BY: JOB NUMBER j DESIGNED BY, DRAWN BY: SCALE: SHEET: n A - RON Fi.._ GkG2- LRB LRB sis 9905,13 --------------- F CA/FILENAME OS-C4.02/SHT CONSTRUCTION OT S CENTERLINE CURVE DATA CURVE LENGTH RADIUS DELTA #STA i..f'.V.C. WATER �+t1AiN PER 1�IA FACTURER"S SPECS. BSc ATAS. #WC 5�. f3ETAIL No. 1-02 Cl 79.20 1300.00 03'29'27" MTALT. WATER VALVE-PER ATASCADERO MUTUAL WATER -Co. STD. DETAII. No. 11-3. C2 107.24 1000.00 06'48'39"' C3 124.47 500.00 14"15'49" � 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" 4) INSTALL 3" BLOWOFF ASSEMBLY PER AlASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C6 104.99 600.00 10'01'33" C7 398.19 3800.00 06roo'14" INSTALL THRUST BLOCK PER DETAIL A, SW 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. C1 o 335.11 1000.00 19.12'02" C11 166.63 400.00 23'52'07" INSTALL SANITARY SEWER" WANMOLE PER CITE' OF A TASCCADERO STD. 605 & 608. SAN' TA CRUZ RD. C13 80.26 000. 0 23'45' 7aIIA NTAIN A ". VER'flCAL SEPARATIN- OF t2-" BETWEEN IhtVERT OF EX WATERLINE AND TfP QF PROP. FORCE lhAAK.C13 BQ.26 2000.00 02"1?'S?" C14 254.40 1600.00 1 24'17'36" INSTALL V P.1LC, C900, CLASS-.200 FORCE_MAIN-.PSL MANUFAC-TURER'S. SPECS-&_CITY OF ATArSCADERO STD.- 702-.- C15 1 127.32 15000.001 01'27'32" 10 SEE U11UTY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH U11UTY Co. 1 CQNTRACTIDR TO POTHOLE AND fIELD -VERIFY TIE tN 1LOCAiIONS AND SMALL CONTACT `J \ DESIGN ENGINEER- IF CONFLICTS ARRISE. EXISTING 0 40 80 ,� SHED TIE EYIS ' SERV/CE,� ao Q EXIS rJ�/� �o �XfL R TO THE"' 4 OS'fD /4 ��K 1V ! 1 INSTALL FIRE HYDRANT ASSEMBLY PER A.M:W.C. STD. WN-1. .r 1 INCH -40 FEET nTF-; y✓ 4 L AVb TAPA/v ` iNSTALL TIREEE �PROTEC TYP . SEE ;REE PROTECTIDN #EASI�RES SHEET 04.02. FOS Au LOT A/ R �F'WfA CRUZ RD. 3 N t 3 -� INSTALL_2" VENT--0 MAT AIR/VAC RELEASE-VALVE (MODEL 405OR6XIO21) IN PRE CAST _SE*ER -MANHOLE °4. SEE SMT. C4.17 FOR SAN. PER CITY OF AT4sCADERO_ S-TM (W- RMG FOUNDA-TK)NI,.-*lT4 GRAVEL BASE AND-,PER MANUFACTURES- I SE UFT STA. DESIGN CD ATlIO 4S. INSTALL MANUFACTURES SUGGESTED .AIR VENTS. _.SEE DETAIL, SHEET C4.19. Uj INSTALL 2- BL F ASSEMBLY PER ATASCADER0 MUTUAL WA"fER-Co. STD. DETAIL No. 113. PLACE RISER 1N PRE CAST SEEIP MANHOLE PER _CITY OF AT STD. ON RING FOUNDATION .0TH -GRAVEL BASE. RISER SMALL BE EQUIPPED NTH A 3 QUICK CONNECT COCK WITH CAP. SEE DETAIL, SHT. C4.19. a EXISTING ABANDON EAG W MAINS TIE TO EXISTING WATER MAIN. REMOVEtz EX. TEE AND THRUST BLOCK. CONNECT ` 2 T MID,_22' T , EXISTING GAS LINE NEW 6" TEE ANO SPOOL IF NECESSARY. TO BE ABANDONED o (n ljb5&72=lC LL :5U y_..__.__ .,_ _.,... 14 --45' .MJxMJ STA. 13 f4� �- �` � .....J C Q EXrt GAS_j STk 12±-Q!a 1 N Q WZIP 14" TREE 2 1► I � 36" DIA ROPINLET s FIBER OPTI OVE VALVE AND ABAND 6 W.M. .. « jg/ 99 j� �A!\KE('S /�j 5 [('yj ���'�^'�,�1 $� «r...«w.w« 80�..W.rnw r;.e....++.+.r. .......r.r✓..«. '^9Y [ W/ .M+.rr�". _'" n.wnr�w wn.w � •, w.ww..w.. � w.iw.n...ra.... -mw•+u.» _ .�.»..•.r«« of ....+-.vwwa.... +.+»+«-w.r +.+«w.... fl61 «..r....rw..r . '.�•II. 5 MIIfAe' 'w` wr ®1&J� e�.Y.� ..........nrr ww.....,. 6 ��� .r..«.«r•+n.a .++n" +�q� dYY.�� illy�/IF ..«e..�.w..,... 0 0 STA. �Hbr PEImw 21+oo Cl2+00 ,,� -----._.._a- -- .. , 2» _ - 3.5' I .. ,,,INLET (TYP.) I I 1�5_..';ii-"09"W-13+00 .�- ""�- _. IRI V. "" �` 00 F- _ 20+ JIB M � LU W » `2-�-- 14+00 ',�" y » .�W �4 -- 19+00 42'�v9ow _-- � _ PH - Psi Pis g g» _S21. a �► 5+p ` �`"".,,--�.,.,.�,, � s '..""""- 2» ._ w ' 1 g+00 ;t► ---�- _ V �. C --- -- . PH LLJ 6+00 ..- TA. 3+ x.84 __�_ .� T�fP. { Uj --Fm t) MAINTAIN 12 MIN. CLEARANCE 9 v 44"-45' car ..- -�"''""" i;VVET2 FORCE MAIN TO BE INSTALLED BEYOND �a INSTALL t4 x& TEE, EXISTING CONCRETE STRUCTURAL SECTION. E3tACT 0, INTAIN MIN. CLEAR NC `� GATE VALVES, AND BLOCK,E. VALVE. �„ ..�. IDCATTON IvtAY NEE TO N WM Off►_ to CONC. V DITCI v +,,, CONTRACTOR TO SWEEP SSFM AS THE DESIGN ENGINEER IN E .-COORDINATED TT-I I ° 2' X 3g -- NECESSARY AROUND EXISTING GUARDRAIL DROP INLET � „_...r. .,�,.-�, -,�..-- °--�-�°" �---°" �...-�- """' --� NOTES �` _�. 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+1X1.00 r _,_...�- "" TO STATION 2f3-F�07.52 iS A CONSTRUCTION CE#TERUNE -ONLY AND-IS NOT PER -REQ iNfORMADON. THE-CENTI9"E m ..�. -� SHOW-FROM- STATION- 28+07.52- OK IS-PER RECORD- INFORMA7 . N 0 E A L E L C m N 2. ALL PAVEMENT REMOVED -DURING THE COURSE OF UTILITY"INSTALLATIONS SHALL BE REPLACED_� AN HIGHWAY RAMPS EQUIVALENT STRUCTURAL SECT I[M. OR PER SOILS & CITY ENGINEERS' SPECIFICATIONS. 1 11+00 12+00 13+a0 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 870 870 860 N z 860 00 85G 5 ng �- 85-0 a� EXISTING GRADE AT CL co rqCq -j- 840" 00 z X Cb © �, _.. ... ---- ..� ----�-- 840 +- °- z ., 0, �w Q 830 m c�,,r ...-- 830 � = n. O ,� 12" .SUN. ANCE © , cn ® ,.. •at a0 z' I NQQN ,n"� PROPOSED FINISHED GRADE T CIL -�'' ¢ � :Q0.. +a.^. .. PER, IMPROVEME PLANS- _sn- 820 zri PVT► WATERLINE n 810 N 81 0 C}) SCALE. C7lw 9_ VERT.R T. s I 10 f 1 MIN:. 6" PVC SAN. S WER FORCE MAIN o .800 80th E V i S I 0 N S OFF-SITE SEWER AND WATER EXTENSION .. NO. BY DATE DESCRIPTION 1- MORLE OF Fl - CAMIN't- Fw�' U_ ZE AL 1 1 790 -ASSOCIATES EL. CAMI-40 REAS. - STA. 11+00-21+00 CITY OF ATASC-Ar)ERO, CA Exp.6/30) ENGINEERS �F PLANNERS LO Vit � SURVEYORS ;T. 364 Pacific Street rn " San 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: o .. LRB LFA SJS 990533 1 -- 4V E4.03 c>✓ 's cL / r, CA/FILENAME OS-4.03/SHT Lam. SUPERSEDED BY SHEET: C4.03A 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 C1 79.20 1300.00 03-29'27 INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. C2 107.24 1000.00 06*08'39" C3 124.47 500.00 14*15'49 INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 C4 288.90 800-00 20'41'27- 05 93.52 1000.00 05'21'30" INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C6 104.99 600.00 10001'33" C7 398.19 3800.00 06'00'14" INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.1& 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. C10 335.11 1000.00 19*12'02" INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. C11 166.63 400.00 23*52'07" 0 C12 15 . 375.00 23'4536" SANTA CRUZ RD. C13 80.52651 2000.00 02*17'57- MAINTAIN A MIN. VERTICAL SEPARATION OF W BETWEEN INVERT OF EX WATERLINE AND TOP OF PROP. FORCE MAIN. C14 254.40 600.00 24-17'36" INSTALL 6* P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. ti C15_1 127.32 15000.00 01*27'32" SEE U11UTY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. EXISTING WET WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNECTED TO EXISTING 0 40 80 EXISTING WET WELL WITH A KOR-N-SEAL (OR EQUAL FLEXIBLE CONNECTOR). in SHED TIE EXISTING SERVICES FROM EXISTING 6 A: INCH 1 40 OVER TO THE PROPOSED 14!* WATER MAIN. INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. > W FEET INSTALL NEW SADDLE AND TAP AND PE SERVICE NOTE: FOR ALL LOTS NORTH OF SANTA CRUZ ROAD. 13 INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. ®v I ON, Al''NINS Fn m SEE SHT. C4.17 FOR SAN. %4 INSTALL 2" VENT-0-MAT AIR/`VAC RELEASE VALVE (MODEL #O5OR6X1O21) IN PRE CAST SEWER MANHOLE LIFT STA. DESIGN 00 PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES \ .� RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET 04.19. INSTALL 2- BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER 1 SERVICE IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL TIE TO EXISTING WATER MAIN. REMOVE BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL, SHTS 04.19. EXISTING ABANDON EXISTING R MAINS EX. TEE AND THRUST BLOCK. CONNECT'\ �O TRANS INSTALL 8" SDR 35 GRAVITY SEWER PIPE. CAP AT BOTH ENDS FOR FUTURE USE. MAINTAIN MINIMUM OF 1' CLEARANCE BETWEEN OUTSIDE DIAMETERS OF GRAVITY SEWER MAIN AND SEWER FORCE MAIN. 0 11±84,Z2-1§9 LL �2L CYATERLINE 0 EXISTING GAS LINE NEW 6" TEE AND SPOOL IF NECESSARY. lig TA\ &MM-la" LT. :5ET. I \ 12' �y TO 10 LT JxMi TO BE ABANDONED OF r�i z 4!-45* MJxMJ (3) 1 SERVICE Ak STA. 174-64± AQ 11 j < PROPERTY LIN CONNECT"TO EX. 2" GAS < CL WM < 6 UNION 1 14" TREE DIA 'ROP INLET REMOVE VALVE AND ARAND 6* W.M. FIBER OPTI Jr""Fff Sol 0 MARKER 4900 7) z ii..I,..... 30 L-11) 0 W 6. W W 0 0 Saw LAJ 0 I I* .am OVAO-ow 14 00 _G_ ow---Mw > 7 _WP$ `P ­­ - - 0 -)G- 0 o 0 W -� _­�-I - STA. 16+68.09\,M 0- 0 12+00 go ____ - I.S. -- PHONA PED mwoxxgl 0 13+00 W 14-1 ,1 1 31 5'\4)11, '0 INHLET (TYP.) a.-- 2 Sawa-am V, 21+00 z _1� - �< SWA-Wo z CL Z4 VA aw z I---Mb=02qW`_ IIIII­ .........I.I.Sa ^, F- az in 2U-V-00 LLJ IN- 8 14+0() LLJ U) ............................ N 210 ­S7-42!59*W < ,a Z W 2' W ------ 15+ 0 < < PO PH PH PH PH Saa. _S21M,�I&X�5, - G 14r 18+00 5 SIA. 12±36.78 EC Pf4 SSI P! 1 - 11 0 Ld I I 1,C I Uj 1 1 17 V) STA. 11+23,21--15! RL :5U. a-. 16+00 TYP A, L C TA. 13+17.64 BC PH____ +_ 1111 11 -_ I------ 0 6"-45* M4xM_Jp. - ------- 2 PH.- _j ui 110 Pill PH UJ Uj RL :92T. _01 > pli 0 0 • MjxMj + 14 PH \fj- 1 00 01 PH + 0 + SEWER FORCE MAIN TO BE INSTALLED BEYOND Z> CA Go V_ EXISTING CONCRETE STRUCTURAL SECTION. EXACT 0 + �4 "MAINTAIN MIN. CLE N INSTALL 14 x6 TEE. THRUST BLOCK, TWO le LOCATION MAY NEED TO BE COORDINATED WITH INSTALL THRUST BLOCK PER DETAIL A. SHT No. C4.18 IN SUCH A MANNER THAT THE TRUST BLOCK MAY BE CA AINT IN W CLEAR C 0 0) + •*GATE VALVES, AND ONE 6- GATE VALVE. THE DESIGN ENGINEER IN THE FIELD. REMOVED UPON CONSTRUCTION OF FUTURE MANHOLE. 0 in CONC, V--DI W__ - imct�z MAINTAIN 12" MIN. CLEARANCE (A z 0 x 0 \ I'll 2 0 C/) CC UNDER STORM DRAIN r f,Op IN LET W 50" TRANS NOTES > CONTRACTOR TO SWEEP SSFM AS 0 NECESSARY AROUND EXISTING GUARDRAIL 12' RT TO:.�� R > OF rt SSFM z 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 TO STATION 28+07.52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE z M E A L CENTERLINE SHOWN FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. E L CAMINU K 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN H IGHWAY 1 01 RAAPS EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' SPECIFICATIONS. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00, 21+00 870 ......................-----------.......... ...... ...... _T870 860 - -H 860 C4 OD C14 OD a &I z z 11 rn 0 6 Zn z 0 Ill + x 850 850 in EXISTING GRADE AT CL Q .0 in -H Ill 00 0* C4 C4 840 840 5z W 0- < cn 0- z Ld 360 ....... 0-11, 0 111�1_� � , 83 > 830 - ILI P Z :3 1: MIN. CLEARANCE 0 z x M to al al 7- N 0- in %__#I v) x z 0 6 00 * :5 in __­_ 0 No.033760 0 Z C-lic-I I� PROPOSED FINISHED GRADE T CL arc PER CA ANS IMPROVEMEN" PLANS 2 64 Y-3, -,-I - 6/30/0 F E 820 -' 820 _j 0) 11 5EVI -co 0 0 z S_I Cq< _I-1-Sawa + 0005 00 H 0< C10- 0 + SIIII (n a- 1"'74'OF CNO� < N ZZ8 71 0 t, If <z + hM z V_ NIX 16 M>;>:>: 0 W-;gcn z zz_ zzz 1. 111 W in 12--- >;a- W(n z 111)41 S, 0 0 RECORD DRAWINGS 2" PVC WATERLINE 810 - -_. 810 n Associates THEIS 4 GS #E INFO . -no WN WHICH PART HAS BEEN PROVIDED BY OTHERS. A SCALE. NO BRAN I MADE 1, L1 1( THE A RACY OF THIS INFORMATION. INDEPENDENT 0 VERlr,%,Allv 'Z.- M E TO FUTUR SE. 4 HORIZ.- 1 =40' I P qw,­ /Ila V) v JOHN FAIJKENRTIEN RCE 337M DAY 0 #3 1 r MIN. .PVC SAN. S:_'WER FORCE MAIN L VERT. 1 10 EXPIRES 1___1 C LEARANCE ---------------------- 1 800 -1800 F- W I-_ R E I S 1 0 N S OFF-SITE SEWER AND WATER EXTENSION . NO. BY DATE DESCRIPTION LL_ 0 UFILE OF EL CAMINO REAL790 40ar ![�n EL CAMINO REAL - STA. 11 +00-21 +00 ASSOCOATES ENGINEERS LO ITY OF ATASCADERO, CA 0 PLANNERS SURVEYORS 0) 12 14/99 364 Pacific Street Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE (805) 544-7407 0 DESIGNED BY: DRAWN BY: CHECKED BY. JOB NUMBER SCALE: SHEET. LRB LRB sis 990533 1 40* 04.03A CA/FILENAME OS-4.03/SHT - 17 ,74 R AN. 0 SAN. CENTERLINE CURVE DATA CLINE LERGTH RA J-S DELTA Cl 79.20 1300.00 03'29'27- :;-k C2 1.47.24 1000:00- 06"Oe3g" y' C3 124.47 - 500.00 14.'15'49" ar C4- 2€&90 800:00 20-•*x'27" C5 93.52 -1000.00 05.21'30" r C6- 104.88 600:00 lG!QV3Y _ C7 398.19 3$00.00 06'00'14" C8 403.54 2500,00- OT14'52" INSTALL WATER MAIN- A MWIMUM OF 5,-FEET 1=ROM- TREE. C9 245.83 400.00„ 35'12'47" ALL ROOTS 4--INCHES OR GREATER IN DIAMETERA ✓ fl '' -- V C10 33511 1000 0Q 18.12'02" NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE J,,/ .•�,,,,• 0 80 TUNNELED OUT FOR�THE IMPROVEMENT. ROOTS BETWEEN / �" C11 165:.63 400:00 23.52'07" . 2 AND *=1Nt:HES' ALJ„ BE HAND CUT WITH A SAW. ,,. �,.� � �,.,.-•� Z Z C12 155:&1 3-75:04 23'45'36-" z 1 INCH = 40 FEET C13 80.26 .2000.00 02'1757» 3 1 .� Zk W C14 254:4Q 600:00 24#17'361, 2 STA. 3o+t0.o -'" f� �a _ �-. *27'32" INSTALL 14" GATE V VE ' °° �... �,,..-- s'� � C15 127.32 5000.00 012 k. \ a, O �" - W .- ' P. ,.. - cn LdM MAINTAIN 4 MINIMUM CLEARANCE 20=, 021 W p N FROM WATER MAIN TRENCH SIDE .=®"" O d Q WALL TO EXISTING 6" ''� k r - � �4 �... �1 06 STA. 28+97.52 EQ 13 w - �. ) END CONSTRUCTION CL w EI:GRN RECORD CL , , W n ~--� c �-'`� STA. 23+20.10- BC �-- �.� ,p �p ,,�-°� 0000 w 00 e � � � r► �,,, ' �� rLg"� �w i O • '"... Sew .r•"' _�.- ,,..- - C ON S TR�U C TI ON NOTES, STA, 26+O9.QQ ECC7 23�00 �-• ....-, ' r40 wo 1 0. INSTALL P.V.C. WATER MAIN PER MANUFACTURERS SPECS. & ATAS. MWC STD. DETAIL No. 102 G GUY "�"`""""' ZG 1�d �.,,...-.•-• C� ' �y •^"""- �,,, -- \,,(„/ INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. C TY �... TWz INSTALL ASR AND VACUUM RELEASE VALVE PER ATASCADERG MUTUAL WATER Co. STD: DETAIL No. 111 -.. -- -- 25+oo 26+00 -- � ..,� �.-_....._.__C4- ._-- O"`��.--- a, _,,,,....- 4 INSTALL 3 BLOWOFF ASSY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL Na. 113. INSTALL THRUST BLOCK PER DETAIL A, S14T No. C4.1B�. SSFU PB G PH _ PH - w `� ' INSTALL P.V.C- SANITARY SEWER- PER MANUFACTUREWS SPECS.- & CITY OF ATAS.- S11). 70Z .•� CAUTION: "HIGH RISK* FACILITY. STA. 27+02.52-15' RT. <PT. � _, CONTRACTOR_ REQUIRED. TO USE INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. 6"-45* MJxMJ POSITIVE LOCATION METHODS PER FORCE CONCRETE T�CTUR�AL S�ECTfON.ONO ""L CALTRANTS 46-•??' RT: CPT: -POLICY ON HIGH AND - � MAINTAIN A MIN. VERTICAL SEPARATION �' 12" �BETIN�I INVERT t�'.EX. WATERLINE AND TOP � PRI}?'. FORM MAIN. EXACT STA. 27+08. ND LOW RISK -LOCATM -MAY -NEED TO-BE -COORDINATED -WITH -6.-45'-MJxMJ -FACtUTiE•S WTHIN � iNSTA1i 6" f':V.C. C9tTQ GESS 200 f E ir+IAIN PER#��rl �tCTI�RE�t'S SPECS plc 1�T'�� ATASCADERO STD. 702. -", THE DES#Gld- ENGINEER IN- THE R=IEEE}. ,..•� HtGHWAY RIGHTS OF WAY". SEE.UTILITY co. P.I.A�IS FDR 1NSTALLATIQN OF 2" -GAS ZINE. CONTRACTOR TO COORDINATE .1RA11�! UTILITY Co. N,0 ToS �- -- .... _ ,.......--�--°�- 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT "DESIGN ENGINEER IF CONFLICTS ARRISE. 1, ��-EL-CAMINO-REAL STAT•K*#W i�S-BASED-ON AN ASSUMED STA-TION-017-60+00.00 AT THE -RECORD-C-ENTERLINE 12 INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. INTERSECTION- OF EL CAMINO REAL_AND DEL RIO ROADS. THE EL CAMINO REAL CENTERLINE SHOWN FROM. STATION 11+00..00. 52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE CENTERLINE INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. TO STATION 28�+�07.�`� ''�$ SHOWN A ION 28+07.52 ON 1S PER RECORD *FORMATION.IDN. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN 'C 4 INSTALL 2" VENT-O-MAT AIR/VAC" RELEASE- VALVE (WODEL 5OR6X?021) IN PRE CAST SEWER MANHOLE EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' SPECIFICATIONS. PER CITY OF ATASCADE�RO STD. ON, � RING fWNDATiON WTH -GRAVEL �►SE -PEER -MAiWACTURES RECOMMENDATIONS.IONS. INSTALL WANUFACTURES SUGGESTED-AIR VENTS. SEE DETAIL, SHEET C4.19.- INSTALL 4.19.- INSTALL 2" BLOWOFF'ASSEMBLY PER ATASCADERO MUTUAL WATER 'Co. STD. DETAIL No. 113. PLACE RISER IN PRE CAST SEWER, iutANHOLE PER CITY Of ATASCADERO SM. OS, ON RtN1� FOUNDfATION wrw GRAVEL SASE. -RISER 94A►LL BE E-QIII PE-D VATH -A.3" -QUICK -CONNECT-CAMLOCK WITH -CAP. SEE -DETAIL, SHT. C4.19. 21+00 2.2+00 23+00 .2.4+00 28+00 28+D0 27 - 0 28+00 2-x+0.0 30+00 . .31+00 32+00 900 900 890 890 880 880 co La do R7(/�� � � 87t? .,� 0 X + C7 p d 44 W U Q �x ® W w so 00 N+ZX 880 -� = w v EXISTING GRADE AT CL .•a- _.• ^ x8 �, . ..,,.. .._..... + z'� w -- - `� $ � , 850 12" M N. CLEARANCE i I 12 Mt CLEARANCE 6" PVC SAN, SEWER E MAIN. LO ._.-- `�"' �" 14" VC WATERLINE 0 840- 0) 40 840 P ID 12" -CL .AN WEEN$4TOP `T EX. RCP AND INV. OF OPOSED SSFM I N 830 830 SCALE ORIZ.: 1 '=4�0' V, PROFILEVERS. 1 '= 101 © OF -E L �4- INO AL / 820 J R E V I S I O N S OFF-SITE SEWER AND WATER EXTENSION tW- NO. BY DATE DESCRIPTION w i 810 ° ASSOCIATES EIS. CAIINO REAL -- STA. 2�+(JC}-32+C0 ENGINEERS 0. xp PLANNERS CITY Off' ATASCADERO, CA C1V1 364 Pacific Street rn 12f14 9 i ,: San suis Obispo, CA 93401 JOHN R. FALKENSTIEN R,C.E. 33760 EXP. 6--30-02 DATE (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED_.BY:. .JCB NUMBER SCALE: SHEET- 0 LRB LRB SJS 990533 1" == 40' C4.04 c� CA/FILENAME : OS-4.04/SHT SUPERSEDED BY SHEET: C4.04A I I .1 I 11 I 111,_1 I I I 11 �,W.','.n�,_ ��.',m -1 , , �17Z , I ,:_­ , ''I I I �11 I I I I I I I �,, ,,I I �', I I I �I � I I 1, �' . 11 �, , , ,""",:, li, - 1-1 I I I L, I , - I I ,,��� �' I � �!" I , �. V "I I I � 11 1. �, ., , � j " mommommowsomm"mm"m f,I"I I-,,, � �I 1,I ,,,�";2, �,:, ,1, � , �, I � I I�: ,, , , I , ,� , k 41,y,,,, �, I �1'�r:�, s , I ,� !�' I ; ,�,, , , I 1, '' ,� , I F I I I , I I , ' 'I I I , , I I - � ,11 , , I NOTES, . CONSTRUCTION NOTES 2,�,��: ; , , , I 1i I I'' I , � ­ I I "' ' �', " "I �_,I "', K " � � " :: , I \ 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERUNE INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC SM. DETAIL No. 102 �1'i,I I ��",I 01 T.,­ : , INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 11 '�� , I ,�:�� , , . ON IS A CONSTRUC'nON CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. "I lo, ' ' ,� :, I INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 1 1 0. ,,, " ",;'' - I * - (D . � 11 11 � � "ll ,'-1 I I 11 , \ Z ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED INITH AN ',_,,�`:, -11 '' I � �, I . �1-71, I" I EQUIVALENT STRUCTURAL SEC-nON, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. INSTALI_ AIR AND VACUU SCADERO MUTUAL WATER Co. SM. DETAIL No. Ill ,"'l I I- ,�� �,,, (D ,�,;,�''' I "." I I I I '' I I " I -, "'"I \ I ��',, "�,�`_ 11, "I. '' , \ INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 113. "I'L,, \ (D I �", ­ , , " , I , , ,c��`, '' , 11 " 1, '­�', I 11 11 , A DETAIL. A, SHT No. C4.18. I i1i"I""","I I I I (D Y,,�I­ , 111­,�,,��:, , _�, "I /--,% �1'1'"I � , - ,,"'.,,, U6 INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. SM. 702. 'L", �_��. , () let-0 80 1 �'r` , , I I-, I , :1 66i���__�_____�____ _­�_ ill, , I , 07 INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO SM. 606 & 608. ill,�,-, ��'_�` � I ''I ,� 1 INCH = 40 FEFET N D-TI I ,��,�- _ ': A,,�, � , I , , " ,: , ,� 4 �­ �,,��,,z �1�I C'ONTT�AC-TOR TO VERFIY LOCATION MERE WATERLINE CROSSES CENTERLINE MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. III-, 'I ," I AND SHALL ADJUST FORCE MAIN CROSSING AS NECESSARY. IN ANY LOCA11ON (�> ," " I") 14,1,�,;� 11 , �1­� ,� I 1�1'1 ! WHERE 10' HORIZONTAI, SEPERATION BETWEE14 EX. WATERLINE AND FORCEMAIN CANNOT INSTALL 6'" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. ,,,,,,,­��,,� I'— BE MET, A MINIMUM VERTICAL SEPERA,noN OF 12" SHALL BE PROVIDED BETWEEN (D �,I�,, �, , " ,,, , , _ � ��,""-, �, i'll� " ,I �, , INVERT OF EX. WATERLINE AND TOP OF PROPOSED SAN, SEWER FORCE MAIN. SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE. WITH UTILITY Co. �6 I­'�,�,;,�,�',� �g 5'�"� r,,,'� :, 1, . , V, - I r__1% ,� -,�, I . " �, I " I TIE IN. LOCATIONS AND ALL CONTACT DESIGN ENG NEER �4-I'��',t''� I I I I I - Q1) CONTRACTOR TO POTHOLE AND FIELD 'VERIFY SH I k 11 :��,�,,�,"", I -1 ,,, ,,,,, - 1 �Al , :l''11 . " I , - I I , , , TE ,,,, ,,, ,,, I > , , IF CONFLICTS ARRISE. EXISTING WET WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNEC D TO ,,,,,,,-,,,,�:,� � I . ,&_', , 'n I T R-N-SEAL (OR EQUAL FLEXIBLE CONNECTOR). _ ,,,�_!��,',l , �,,,,,,,,,,� I _-j lh ", ,,,, �',,,� I I �,­ "I I � 01 t-,-% �1'1'1' '�',,�"­"I, . ,,,�1, , , I 'll I �, �,"­L�' �,�� � + U2 INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. ('�,�,­v��,� � � 00 111, 14", I 11 I I,'' "I��111� ", 0 1 , ­ � 11 � , ,1,�;': 11,� I I "' I 11 1, I I I 11 1 . I � 4" �11 I INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. ��",,�_'_C"""I" 1, ��',�,,,�',� I � ,�9- -" , � I �g �',":�,,��!,I'�.",I""'�1,1, � . �,,,,��,(�,�,,,�:" , ,� ,� �" , '. I � , I I I I TA, 7a .46 RT 6.0 9: I �,�!", ", �, - 0 I I, I 11 I 1 -4.9 1 - , _ ', 1 8 > � %_ I I �,J�,,�,� , 1�,, AINTAI ' SEP. �,-11 I I I < 01 1 _-05 . �� INSTALL 2* VENT-O-MAT AIR/VAC RELEASE VALVE (MODEL #05OR6XIO21) IN PRE CAST SEWER MANHOLE P'' _ " I . � � I NT 6'-90' MJxMJ -4 , "' :�� ,,,, __1A1N_,5____ I'll � I I I � I � 11 I " 11 < re) d- )�� I , I", ,,;,1, I I 11 I . I PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION NTH GRAVEL BASE AND PER MANUFACTURES , ,_ , , ' ' �3 �1,�Ill:- .1 I I �11 , . , �' A I I 1. � I I ,� I� �� � I I. -, -,"",;, " ­__'� 1, I - I I I - �1�1 I 11 4� , , ; - - �, " � - � -- I "I e,�,,::�: ":,__ ­­ ,:"��'' ,I I I ��. 1 - -1 I , " T_ I '' /MFROM TRE ,��, � , I :1 - 1­..1.1".�..­.,.,$_ _,� - --- _---1._,S__, I - ..tf---��_ - _� - 0 1 ,, ,� I V, _.� 1, - � -111 �_� ''I I , 1. 111; A � .iAp'...,*� - - - - ___ - - 11 , `nONS. INSTALL MANUFACTURES SUGGESTED AIR VEN . SEE DETAIL, SHEET C4.1 9. �� , ,,, 0 . ..�� _A�. I L"_�__ I-. __ .---_--1_-.6.� - __��_ �._____ - - -.---. - - ..;�� 1. � , 1- I 11� 11111"i RECOMMENDA Ts , - - - - _____*r_ _1 - - ,_ �_ - , 77 , , I ", ; � -1 - '11- 1, I ,I, I I I 1,�o , 0 , , .* ,I . 1011 I � I �: "� z , ---- 0 � ��, � - "' !r�,_____,�1�" ", � � I I _... �,__11_1_1- --------I ____ ' 11 -1, - I I I , -,."-,. ­ ­.- _-1 , � ,, , ___ ,� _ '' 1-1-11 . fl,F­ I I ­___ - __1.1­11­11`vTn­_ � 1, ,'r_ , , �1-11, ,,��­­__­J �, ,, P, " _11�� i, ,� . I � �, .1, 1, J — _'__ -, ­_`­,_,_ ­­­ ­­­­­­­­­__ ­­�� , .111-.1-1- -.1 I � ­,­­ . 11 T � 3jf-0'0 ,,-',,,, �I I ­_", WOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER 0 1 1 1 " I � I 1, -,-- ­­,­ ___­', ­­­_­ -11 ", _ INSTALL 2" BLO 111__-1_--- ­1.­1ff­ ­­­­­ -1-1-I,,,---111 --I'll" ._1_11__-1 -_-111- 1-11-1-1 .1 I I 1-1-11-11 --11 _-1-1'7._ ­ 11 I � " -1 ",$,4 __ .­ _ �.,__., __­�, ­­­­ ­­­­ ­_­­­­­­­_ , I , 1�I— ,- - :�­­ . 11 � �;"11T, 11 -11 � I I 11 �W41111 1 �, 1� I " I . __ I --[T---- ­ � �I I 11 1 ­.­',,n,c1_ �....­­_­ 11 I _-111 -1_1_---c111_1- . I ��_......... -1 I I ' ' . - I . �' 11. ;I I I ��'' ,"I � 1, ­.­­ , , ­ ­­ , ASTSEWER MANHOLE PER CITY OF ATASCADERO SM. 0 NTH GRAVEL �, :,''' ,,� I - " . I I 11 I . . " - ty_ . ,_____ � 1 I I � , I I i�� I - - " 7�3 4-C1 01 , �------------*- q� I—— � ,-11 I ,1111, -- - .1 I ,, �'.",�11 _ ,. "I ,ii 11 7 I _­:,� ___ I < IN PRE C I , �I 1-1 1 /�4+00 , ,�,3�4,4 t_,____,_,_,___4__ 11 I M06, ON RING FOUNDATION ,,, I 0 , 1. - " 1, I _' I ---- 11--_ __-____._11___S7, - 5 3 1 _." ­­.- ­.,-----------____ 4��'__ * i � ­11� ,­�_,.,� A '�� ,,�' � 70)+C0 "2 "'0 C15 3 , 0 ------___ I, __�, __ 11� '6 9",�,-'0 0 i, I 1, -) " 71-i 00 ' --i-00 7 ,,'. "U ,__ -,--_-4-_ � (" _ ��77`��.J___ BASE. RISER SHALL BE EQUIPPED NTH A 3" QUICK CONNECT C LOCK NTH CAP. SEE DETAIL, SHT. C4.19. z I . I ­ I ­ S7271 8'1 O"E ' I I . -_1-__11_11-_____-- Jr-1 I 1-1---­­­­­I—-_-1-­- .11____+__ --I— ----.-__-- 60 ___.��, I,�j - �11, 1: ;� 11% 11 - -­­__ ,'I- , , i ,:" ,-,`� ------ 1 ___ ­-1-11---------­_­.,_­­. I ___ ____ ""---------,------- - --- ,-1 ­ ­­ - _1- -- - - --� - 1-11------1-1.1 0 1 " �,,- ':''��'­ L__,:��,, __ ,�---,--"-",-.----..--�.-+"-.-.-.-, _11_ 'I-,----,--_­­­------i- ,_­...- ­­�,�­­­­___­ )i ­­­ -4 I—--1-1-1-------------.11-1, ­­ � ------I-______---------- I I sw N001i imi. si p .0 ,_11�11 I __-1_-1_L 11� CK I _', ___� ,,I I ­ - ",�� Q') . �,,,,,,�,�,� , I _­­ , , —61 ------Wm- , -I,,,,,,; , ------- " so— W_ � �"' ­�_, A,��:�� ,�,,,-�" , _-k __� 1 I � "� , ,q ,, :�,� . 0 �_ ­ "", ,-,-,-/-- go f , I co — ­� -1 I�L­11 1---,", _­_`­_­__,_­ ­­__ __J I __� ­ � ,:- LAJ IL I � �1 11-111--1.1-, 11.1-1---___"__ _­ W_., I � ' ' , 1777:7 � I , —f�'i-7--------777-tiq���-----.----L��-*- -­__ ­­­ I 1_1� _ _..,_____ -1.1-1-11-111 , "I...... I ­­,"_... � I — w - � _= = __.- ,.,...,.-- c'r-­_­� ­­ "'L. --- ,x_ __ Id -11-1.111- _11-_­ ­- 1- ,�� illl, �, �� I i I .11 ,;, q6) INSTALL 8" SDR 35 GRAVITY SEWER PIPE. CAP AT TU SE. MAINTAIN MINIMUM OF 1" ,�,' , , , - e� -��w" I _x1-- 1,� , ____" ___._ , ��, ,;'�y,;�,� , �',­ I -11. .....-r �,�-,�,,�-="��7�l,,-",-"�-.11 1­4� I � ,�_, __��...Y " _­ , ., . � I � I" 1i 11.,4_"I'll I v 11 I , � ­11�, - . I , � I , I ,-- ­-, , . .1r, �. I I I I I - "I, ­�, 1 ,1.- _" -I'll I I 1.111,� . 1'�, ­­ .11 " I I I I I ­ I CLEARANCE BETWEEN OUTSIDE DIAMETERS OF GRAVITY SEWER MAIN AND SEWER FORCE MAIN. X,� , 1L� 1 L, - , I - I I - I I I . - . � I t I - � " I U ,��n�;�'"' ,�,� " , A / �,�,F�,�� , ,_C,� 11, , . ,'' , ��, I" �­­" � ,,, , - . .11, I I I � � I I I I- "'. , �� ­ � . � "I , -111 - � I , i,� - I'' i ­ � _-.11 � -,-, � r , CL � lsvl� _�*_-�_,_ - , 714 , _ _e 11, � I I i . , "' I '"' , " �,t _ ''� � ; ­ ,�,- i "".�, , —1 � , "I I ­ `I " ­_� I � V � , ,­ ,��, I ����' � L I',',,, I 1� ,A # ; ,�,� "_' A � ; 5 �'� , 1. "'', , . I I 'i "I 1. � I i � �� 1\ ,_1 �; I I I I .,40 , - �, I � 1 03 , � ',�`, �''� I � � i _,��, ��', — , I U) I — � , , ­­ � , �-�A� � z I � il , (Y w ,,, ---T , I __\ �I 1\ ,� "'� I I —.,—. —m --I ,I � � * w , , � " 1. I ; .� � I I I , �_ . I I . I I .. 11 �_, - � , ��11 7' � f; , I I I I , I -1 - � I � I � , 1, , ,", I — �9� 1 � I � I � , , � INSTALL THRUST BLOCK PER DETAIL A. SHT No. C4.18 IN SUCH A MANNER THAT THE TRUST BLOCK MAY BE ' :r i I ,r 1� I f I � . � - I . .1 . I I , - ,,, I � I I �,,,� � I ­ 1 I /` ­.- - - I —_ �5 1 , ;�,;,,��,� "'� ''I uj - � - � - - � I . . .....­� - - --.----."v..-� - � ­0.....�� �- - I __ __ _­_. - __ __ - __ __ - 4�� - _4_ __ - - __ - - - . � -, 1111`:A','�',;,� I I I I ,,, .1, I I , I - - 1'�, I � V (f) 1 , . � ;�, " �, -, _j ui "',-1 11 _ I I / I I : I ,�";,`�"�'�, -,,' - , I"' 11111.� ,,I � I �1� I 4w � �3 . / / I SM& , 11 1, � cc �i I I . �� �,,,��: `,''� LLJ (n to , , , . 11 I 4 11 I -­�, , I I I. � I/ / . It , �;, ,,,, � � ,,� �. �, uj 1, , - \ I (n � , I �� :,_ 1,""" z \ 1. 11 //1 � I�,����" ,,� CO 11 1, 2� \ I I / STA. 72+15.60 BC I \ -.! "I'll ,� 1-11 � I" / / t _____,.__ � " , � 111 11",," M 1 ' � � , v � .I / , � x: I MOVE SSFM .+, /�/ STA. 75+89.36-6.0' RT. DEL RIO \� . I '� i , al, , - . �::,� 11 � ------ ,� � "'' ,,, I I I I I I `�,�,�,, , - I ,/ CONSTRUCTION CL = STA. 1+00.00 I i 11 I ".I �Q_ I . ,� , ,�, I I ,11 11 I I CENTERLINE TO AVOID EXISTING 4w DRAIN f, ' � , � ______________________ "';,, ,:,:- � I < �� I � I I N CENTERLINE `\ N ""i ,-�,,,,� ,�� I ­, M. -1­- \ CENTERLINE CURVE DATA ,�, i ___ ___________,_____ ,"'',,�,�,��, ­"', ­� I I I I � � i I .1 ' ­)!) I � ��._ I -,--- I ,:,- ANSTALL FORCE MAIN A MINIMUM OF 5-FEET FROM TRE . -, � �� CURVE LENGTH RADIUS DELTA ,� 1�11�''''I", 'I, -.---.---,-,------�----.-��---,,-.,.--------- 11 _� .1 LL � ,.11,11 1 , .- --�_._ --INCHES OR GREATER IN DIAMETER � ___ 1,,�111 ��',,,,,,, �3) , �_ 0 �, Z'-' ROOTS 4 �M_S­HA I \ w ; "��,�',::'� '' " � �,�" :"���i I � I C1 79.20 1300,00 03*29'27' " �, I + J� , I . I 0) TH BENEATH ROOT SHALL BE NOT BE SEVERED. EART�i BENEATH ROOT SHALL BE I ------- --.------- '11 I ' ,� ,�',­�,, I , ��_, ," I � / - (O C2 107.24 1000.00 06,08139" ��, �, ",-�,�`� TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN '_ - - - �,�`_,; �,��, -_­ _,�, I- , 9$� 11 I, ��,,�;`�,� I " ,,, 2 AND 4-INCHES SHALL BE HAND CUT WTH A SAW. 2 AND 4-INCHES SHALL. BE HAND CUT' NTH A SAW, ''I � i � C3 1N,�7 500.00 14-15'49"- , I 11� ,��,�_;, I I �1, I , , �j (A '_ 1`11�� ,11'��,',' , 0 C4 288-90 800,00 20'41'27" �,,I'�,�,", + 14 'v _ �,�', n ­ Ril , �Z�",,:", � `�, I *c. I C5 93.52 1000.00 - 05'21'30'- "I 1 . ""�"' I I I I ��,,� ; � � 1;".:,,, �,�; 0.00 1 0'01*33" % C6 104.99--60 _­_ __ " ,�k,,,ec ­ `11,��,,,,�`� t �� I 1 39819 3800,00 06 400"I 4" 1 41 I'�,�_ ',,'�,�, , �I I � ,-,� - ____ - I " I,`�,,,,,,� �1;""I''�," ,� �'_I�i � � 1� C8 403.51 2500.00 09*14!52" L _:,,��_��,,,. 7 � I � I I — - --- - "I'll�,-"-����,--���""I"���,�����,,�',� I . -1 2'47- ',�,�,�,*,_� 6.57' 1 � C9 �45-83 �HOO 35 ,,,,,, 1� ­ ­- , - ­&- ---.-- _.-____ � �� ,,�­,I, - c,��V�1, _,', , , ,­'__',� --------- ___ C1 0 335.11 1000.00 1 9#1 2'02" ��"",","�'I'll�,,�'�,���""�,,, -1 � - —---,-—, gl,�, , , � ,V, 1 23*52'07" I ,X,,,',�,,,�­ " ,� 166.63 400.00 `�!,�',',`�i I � 11 �,,,' ,�-/"�,��` . - - 'I 55.51 375.00 0 �o'��6`,e,:"�� I I , C12 23*4,5',36' �,',-,,,,_,:,��;,,,;���',�""',�� .- .,, I . � Ili' ""',�,',,,"�P�� I � ;_ ,, 2000 , , � . 11 C13 80-26 .00 02417'57" "I ,", �:;, I v,;,-,--, —"- 1,�,��,,,� z I, . 1� � """I 600.00 , ��`�""",','�,�,`, C14 254.40 24*1 7'36 "�� �,_,?, SAN A N S E L M 0` ,", DEL RIO ROAD ­,'_ '�,� I ��­,��,�'� � -mm-p— ft C15 127.32 5000,00 01'j2__�3 "'��,,�, ", -r-I I w�,1, I SEE SHEET No. C4.15 I . - "11'I, , '' I . . W� ", �,�,_ . ,,,��_";:, 17 R'11��,�,:�,,�,­ ,,_,, . ,�,�,�,�ll,�����-,�,�,�,�,�,�,�,�,�",',,�,, �.... . , , �111 ,, , - ,,�,,,,�,��,,�,�-_?', I % ,�,��', �I t ��", �� - ��,Iil':,1�1"�',�:��,,��, ,�:J�,,,' �," .... .. ,,�,�""",c,-,���,�,,,,,,-�,,� I� — I , � ,,, ­ ;11�"�,,�,,, I '�' I llljr........�',,,�� " I'll, '' , , �,,,,,,,,,1,1:�,�:,I�11" , ;_ �,:,� � . � � � �� � ; , " 11_IjL�......: . �', "'I""', I �,__ ,�,,,,,1,,,,,,�",'�,�� �, " ,: ��- _��,�,_, , , ":�', N�"­ � . ,���":_�� V�::_�,_,,:, "� I ,�: _,�!,,-�,��,,,,',,,, _";�;;�,,' �� I ':"��;i, � ,�;;i,,, � .1,11 1�;�, �,,_�� _ ;, � ;, , �k"'_� ,,� : ,:'.'-���:�,,,,,-,­,,"' 11�1,111 I'll-'! '111 k,��%�,, � ,,,,�­­I I . 69+00 70+00 71 +00 72+00 73+00 74+00 75+00 76--F00 1 v I "I _,�,- ,,, ,, �',`, �,"��", �11 I'll I I ­--1­"I'll" I—­I I——�­_-, __ ___......_._____._, ,�"- ", ______,______ ,�,,�,r��-,.�"-,��-,����--��,-�-�,�-�-,-�', -----------__-_-1-11r_1---_--11......-------,. -�,-,�.-"��,�---�--�,�-"-�",�......­_­_­­__­­, 940 1 �� I � "', 940 T"--'-'-'---'-"----"-""-�'-----"'� ,.---,.-�"----,,-�,,�,-.�.�--"-�,��,,�,�-,--,�-r------,�-----------�".----.--------- Ir"","""""-"--"-,""-""-,""-­­'­-------T,--"--"",-,,-",,-,-"-,-,--,-",-,-"""""""",-,-,-"","---',"""" , ------`-'T--'--------­-­­­'­­_­__­­----­­ , ......----.7------,---.......---------__--..--r r---------­---­---------­--"------i......-,--,-,,---,"",-,--,--,-"-"-,-- �, 11 e � ; � ,", ,,,�� I 11 ! � T---'"--""'--"""--'-'-""'----"� t ! � � � I ; �,, . � I � ! ! I � � i � I � . � I,`I 1,� � i i � I � � I I i � ­' -1 i i i � � . � � � i � �X.',`�"­_ �_ � � � ; I � I � i � . 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