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HomeMy WebLinkAbout1999 - Paseo del Lago, Aft V lw�� MENT PL SHEET IN IMP (D v lllll�ml ANS 1 . TITLE SHEET AL . STANDARD OTESR THE�� LA • GRADING PLA — LOTS 1-3 & 2 - 4 T 2Z ( PHASE 1 ) 4. GRADING PLA — LOTS 4-7 & 15-24 5. GRADING PLA -- LOTS —14 & 35 mr D R =ORNIA • PASEO DEL LAGO -- SURFACE Cl , v, %JF AT/m%c;IIC, /=% E 07 %WOALIF 7. CIELO GRANDE — SURFACE . CIELO GRANDE & CALLE DESC --- SURFACE ...-.. . .-.. ... ,.. ..- . .. ... T. ... . ... ... .. — - - ... .. -- . • PASEO DEL LAGO — SURFACE 10• FU TE DEL ORO — SURFACE ' a 11. P A O VERDE — SURFACE ` 12 13 1 . PASEO DEL LAGO — UNDERGROUND 13. CIELO GAN — UNDERGROUND 14. CIELO GRANDE CALLE DESC SO — U DE G OU I so 15. FUTURE CIELO GRANDE — UNDERGROUND _ ��.. rt. .. �.��� �a � , LEG 16. AVENIDA DEL SOL — UNDERGROUND ,� LL � - , Y � � a ��� TRACT BOUNDARY 17• FUENTE DEL ORO — UNDERGROUND `z' ® PROPERTY LINE — -- - --- RIGHT-OF-WAY — -- 1 • PRADO VERDE — UNDERGROUND 1 ` CURB 19. 1 � � I ( BACK OF CURB OFF SITE SEWER ` 9 / ( GUTTER 20. OFF—SITE SEWER SIDEWALK 14 EASEMENT -- -- 21. FF--SITE SE EREXISTING -- — . OFA'- -SITE SEWER RETAINING WALL 2 . LIFT STATION "-" 2:1 SLOPE 2.4. COMPOSITE UTILITY PLA ) EXISTING CONTOURS µ }- . COMPOSITE UTILITY PLA , 18 FINISHED GRADE CONTOURS CONSTRUCTION DETAILS l a ` WATER MAIN 8*0 w 2 ` 17 ) 27. CONSTRUCTION DETAILS , SANITARY SEWER —8" s / ) 16 STORM DRAIN 28. CONSTRUCTION DETAILS1 5 O0 ,,,. � EXIST. WATER LINE �,, �.. . 29. STOCKPILE SITE & DRAINAGE CHANNEL GRADING ..� 'D �,,, -00 EXIST. SAN. SEWER '� EXIST. STORM DRAIN ._.._....... ,.. ® EXIST. GAS 113 BE,NQH, MARK INFORM8TIQN. 6 O GAS MAIN G G .,•- .--- EX. S,S. MANHOLE LOCAL PROJECT BENCHMARK: ..- - 24 S.S. MANHOLE +� A BRASS CAP FOUND IN CITY MONUMENT WELL AT THE INTERSECTION OF FEROCARRIL ` _ _ ---"' S.S. LATERAL S ROAD HI O ROAD. ELEVATION = 821.74' NGVD 29 TRANSFORMED). 22 WATER SERVICE w WATER VALVE BENCHMARK. FIR5 E HYDRANT THE ELEVATIONS SHOWN HEREON WERE ESTABLISHED BY G.P.S. OBSERVATIONS, CONSTRAINED 0-11 TO HPGN STATION "SLO 101 PM 46.87" (NAVD 88) AND TRANSFORMED TO NGVD 29, USING 20 , 0 EX. FIRE HYDRANT VERTCON SOFTWARE. SLO 101 PM 46.87 ELEVATION = 907.52 (NGVD 29 TRANSFORMED). STREET LIGHT -O ...- 1 ... GAS LATERAL G E UAT'IO 000, . ` UTILITY TRENCH P,Pn,CTv — THE DIFFERENCE BETWEEN THOSE ELEVATIONS BASED ON BENCHMARK "SLO 101 PMp 46.87" � -~ "' 2 ` UTILITY SERVICE Sv NGVD 29 TRANSFORMED) AND THOSE ELEVATIONS BASED ON USC&GS BENCHMARK "E 1095 1968" � '' ` PG&E BOX D NGVD 29) A F.E.M.A. REFERENCE MONUMENT IS 0.71 FEET. 28 EXISTING PG&E BOX 27 TO OBTAIN F.E.M.A. DATUM ELEVATIONS TAKE THE NGVD 29 TRANSFORMED ELEVATIONS w PG&E ELECTROLIER SHOWN HEREON AND ADD 0.71 FEET. .0.1v ` ` . � � PAC BELL PEDESTAL SSM H 10 YEAR FLOG ELEVATION: 2 ... SDMH Cd F.E.M.A. DATUM 100 YR. FLOOD ELEVATION = 797.50 FEET. 3 , �" .0-1 '' CLEANOUT • NGVD 29 TRANSFORMED 100 YR. FLOOD ELEVATION =- 796.79 FEET. � `"°' �''''�P� TOP OF CURB T.C. _ .- P�� TOP OF WALL T.W. .000 -- ) TOP OF GRATE T.G. TOP OF FOOTING T.F. 2 , , 34 TRADE BREAK G.B. 33 PUBLIC UTILITY EASEMENT P.U.E. I ~` ` - — FLOW LINE FL 101 3% T E � -�' � ) �.�� INVERT INV. 31 - ' '' • a�. FINISHED GRADE FG rpgF 30 ` ,,.• FINISHED SURFACE FS RIO R V�4 .:Ar,4 .•• � � RD ti zF R y 0 c �T9 ° Nl O � C)l ROAn U ..•was PROJECT P ti og SCALE : 1"=100' CA13RIEL > 41 R E V i S 1 O N S i� TRACT 2271 �- THE LAKES (PHASE 1 ° , ,. X10. BY DATE DESCRIPTION ' c ., Q ;OI~ES.y � ATASCADERO ������ ���,��Essa,�� ���� �,,. sr��T�, '"t�� TITLESHEET �. 101 . RE RD DRAWING W co 29,E p Cann n Associates ENGINEERS c� CITY OF �3ASCf 1DER0 CA rn Exp.3/20/03 ,a cz N(3. C33760 PLANNERS THESE DRA I HAV FO, ,TION SH0 WHICH IN PART HAS BEEN PROVIDED BY OTHERS. TE NO W4RRA T ;15 M OR 1 LIED AS THE ACCURACY OF THIS INFORMATION. INDEPENDENT �' y VEfi IFICATj� MqU E { E PRIOR FU URE USE. f. X ?/ ®f OZ 5 U R V E Y 0 R S 9� crfVli �,, s E �o� ����� � ACCEPTED BY- VICINITY _. � t �- 0721 X99 364 Pacific Street �'� N.T.S. JO Ht F KENSTIEN R 3760 D,TE s� C10- ��� San Luis Obispo, CA 93401 JOHN R. F (CEN �. / TIEN '� C.E. 33760 EXP. 6--30-0 DATE ������ (805) 544-7407 - EXPIR 6-30-02 - /�►,, "r�'�/ .b. X�z�ellew_l �4 DESIGNED BY: UR "h B.Y: C#ECXED 8 J08 NUMBERSCALE: SHEET: STEVEN J. SYLV ER, E 29743, CITY ENGINEER DATE LRB LR$ SRF 970704 EAS SHOWN 1 OF 29 ti LK1—SHT1.DWG/SHT ,STANDARD GRADIN NOTES SUBDIVISION PLANS PM10 MITIGATION MEASURES . . Im GRADING I. CONSTRUCTION NOTES LI. GENERAL PIPELINE CONDITIONS . 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE U.B.C., A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED A. ALL STATIONING IS BASED ON CENTERLINE OF PIPE H. A CONTINUOUS TRACER WIRE SHALL BE PLACED OVER THE 1. THE FOLLOWING MITIGATION MEASURES ARE REQUIRED FOR ALL PROJECTS WHICH THE LATEST REVISION OF THE CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS, BY THE CiTY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT UNLESS OTHERWISE SHOWN ON PLANS. WATER MAIN AND BROUGHT INTO THE VALVE CHAMBERS FOR EXCEED THE MITIGATION THRESHOLDS IDENTIFIED ABOVE. PROPER IMPLEMENTATION THESE PLANS, THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. TESTING. OF THESE MEASURES SHALL BE ASSUMED TO ACHIEVE A 50% REDUCTION IN ENGINEER AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE PRELIMINARY SOILS ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO B. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FUGITIVE DUST EMISSIONS. THE USE OF SOIL BINDERS ON COMPLETED CUT AND REPORT. THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE TO MARK LOCATIONS AND SHALL POTHOLE ALL UTILITY I. THE CONTRACTOR SHALL FURNISH SUPPLIERS' FILL AREAS HAS THE POTENTIAL TO REDUCE FUGITIVE DUST EMISSION BY 809. 2. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. CROSSINGS, PRIOR TO STAKING AND PRiOR TO ANY CERTIFICATES STATING THAT ALL PIPE, VALVES, FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER PIPELINE EXCAVATIONS TO ALLOW GRADE REVISIONS IF FITTINGS, PROTECTIVE COATINGS AND ALL OTHER A. REDUCE THE AMOUNT OF THE DISTURBED AREA WHERE POSSIBLE. UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS NECESSITATED BY ACTUAL LOCATIONS. MATERIALS COMPLY WITH THE SPECIFICATIONS AND . WHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE C. CITY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL REQUIREMENTS OF ATASCADERO MUTUAL WATER COMPANY. B. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND CITY ENGINEERING DEPARTMENT. CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERING U11LITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE J. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES FREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIMED OF CONSTRUCTION. CONTACT UNDERGROUND SERVICE ALERT U.S.A. D.OF SO. CALIF. DTHE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO WHERE SHOWN ON THE PLANS ARE BASED ON AVAILABLE NONPOTABLE WATER SHOULD BE USED WHENEVER POSSIBLE. (800) 642-2444 TWO WORKING DAYS PRIOR TO THE START 0 CONSTRUCTION FOR STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING RECORDS AN0 ARE APPROXIMATE ONLY. THE CROSSING OF ( ) ASSISTANCE FROM THE RESPECTIVE UTILITIES. ALL UTILITIES NOT A MEMBER OF U.S.A. MUST ALSO BE NOTIFIED. WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL EXCAVATION AND SHALL VERIFY WHETHER OR NOT A THESE UTILITIES WITH WATER MAINS SHALL TENTATIVELY C. ALL DIRT STOCKPILE AREAS SHOULD BE SPRAYED DAILY, AS NEEDED. CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT BE AS SHOWIN ON THE PLANS. CONTRACTOR SHALL HAND 3. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER DURING EXCAVATION. EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION OF D. PERMANENT DUST CONTROL MEASURE IDENTIFIED IN THE APPROVED PROJECT OBJECTIONABLE DEBRIS, INCLUDING EXISTING ASPHALT PAVEMENT, SCARIFIED TO A I D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED - 4 - 444 WATER MAINS IN ORDER TO VERIFY LOCATION AND DEPTH. REVEGETATION AND LANDSCAPE PLANS SHOULD BE IMPLEMENTED AS SOON AS POSSIBLE DEPTH OF 1 FOOT, AND WATERED AND COMPACTED AS REQUIRED BY THE SUPERVISING UNDERGROUND SERVICE ALERT (USA) 800 6 2 2 SOILS ENGINEER PRIOR TO PLACING OF FILL MATERIAL AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE PACIFIC TELEPHONE CO. - MEMBER USA OR 805--543--7868 WHERE WATER MAINS CANNOT BE MAINTAINED WITH AT FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES. COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE FROM 4. FILL MATERIAL SHALL BE PLACED AS SPECIFIED IN THE SOILS REPORT. IN NO ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. SOUTHERN CALIF. GAS CO. - MEMBER USA OR 805-964-7821 THE UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE E. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES CASE SHALL LAYERS EXCEED 8" IN COMPACTED THICKNESS. IT SHALL BE PLACED AT PACIFIC GAS & ELEC. CO. - MEMBER USA OR 805-434-4429 PLANS, THE ENGINEER SHALL BE NOTIFIED AND THE GREATER THAN ONE MONTH AFTER INITIAL GRADING SHOULD BE SOWN WITH A FAST THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN SONIC CABLE TELEVISION 805-544-19fi2 WATER MAiN DEPTH WILL BE ADJUSTED TO MEET THE GERMINATING NATIVE GRASS SEED AND WATERED UN11L VEGETATION IS ESTABLISHED. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT CITY OF ATASCADERO 805-461-5035 NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. BY ASTM D 1557-65T (MODIFIED TO 3 LAYERS). BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE L WATER CO.- MEMBER USA 805-466--2428 F. ALL DISTURBED SOIL AREAS NOT SUBJECT TO REVEGETATION SHOULD BE ATASCADERO MUTUASTABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE K. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES 5. THE CUT AREAS OF BUILDING PADS WITH TRAVERSING CUT FILL DAYLIGHT LINES COMPACTION. E. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND AND APPURTENANCES ARE APPROXIMATE. WHERE METHODS APPROVED IN ADVANCE BY THE A.P.C.D. WILL BE OVEREXCAVATEO AS REQUIRED BY THE SOILS ENGINEER AND THE BACKFILL THE SITE HAVE BEEN BROUGHT TO SUBGRADE. BROUGHT TO GRADE AT THE SAME TIME AS THE FILL. THIS PROCEDURE SHALL APPLY CONNECTIONS TO EXISTING LINES ARE TO BE MADE, AS G. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE UNDERNEATH THE BUILDING AREA AND A MINIMUM DISTANCE OF 5 FEET BEYOND THEIR F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHENIII. SEWER CONDITIONS SHOWN ON THE PLANS, CONTRACTOR SHALL EXPOSE THE ED AS SOON AS POSSIBLE. IN ADDITION, BUILDING PADS SHOULD BE LAID AS COMPLETED EXTERIOR PERIMETER. COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE EXISTING LINE AND NOTIFY THE ENGINEER OF LOCATION, SOON ET POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED. REQUEST OR FiNAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FiNISH ELEVATION AND TYPE OF PIPE AND/OR FITTINGS PRIOR 6. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES AT A CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THETO ANY CONSTRUCTION. MINIMUM OF 2% FOR A MiNIMUM OF 5 FEET. IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN GRADE IN PAVED AREAS AND TO 6 ABOVE FINISH GRADE H. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 MPH ON ANY UNPAVED SURFACE AT THE 7. FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL. THE FINAL INSPECTION IS MADE. IN UNTRAVELED LANDSCAPED AREAS. L PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN CONSTRUCTION SITE. CUT SLOPES SHALL CONFORM TO PLAN SPECIFICATIONS. B. SANITARY SEWER PIPE SHALL BE PVC: GRAVITY SEWER SHALL SERVICES AND RELATED FITTINGS ARE INSTALLED I. ALL TRUCKS HAULING DIRT, SAND, SOiL, OR OTHER LOOSE MATERIALS ARE TO G. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED PROPERLY AND ALL METER BOXES ARE SET TO PROPER BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD (MINIMUM 8. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING KEYS AND BENCHES SHALL BE SPECIFIED ENCROACHMENT PERMIT AND START OF CONSTRUCTION. JOINT ASSEMBLY. PIPE, FITTINGS, AND JOINTS SHALL GRADE. NO PERMANENT CONNECTIONS TO EXISTING BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. BE IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS WATERLINES SHALL BE MADE UNTIL ALL PRESSURE VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF TRAILER) IN ACCORDANCE WITH H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND TESTING AND BACTERIA TESTING IS COMPLETE. C.V.C. SECTION 23114. THIS MEASURE HAS THE POTENTIAL TO REDUCE PM10 EMISSIONS 9. ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE PLANTED ASTM 3034. BY 7 - 147.. WITH PERENNIAL VEGETATION. VEGETATION SHALL BE DENSE AND GROWING PRIOR TO FACILITIES WMTHiN THE JOB SiTE. HOWEVER, ALL EXISTING UTILITY AND FORCE MAIN PIPE SHALL BE EITHER DUCTILE IRON OR TEMPORARY CONNECTIONS MAY BE ALLOWED FOR FiNAL INSPECTION OR BEFORE THE NEXT RAINY SEASON, WHICHEVER COMES FIRST. OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR PVC CLASS 200 AWWA C-900 . CONSTRUCTION PURPOSES, HOWEVER, PROPER BACKFLOW J. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOiL MATERIAL IS LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR ( ) PROTECTION DEVICES WILL BE REQUIRED. CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERS WiTH RECLAIMED WATER 10. ALL DOWN SPOUTS SHALL HAVE CONCRETE SPLASH PADS. AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR C. SEWER MANHOLES, DROP MANHOLES, CLEAN-OUTS AND SHOULD BE USED WHERE FEASIBLE. THIS MEASURE HAS THE POTENTIAL TO REDUCE 11. ALL UNPAVED FINISHED GRADE ELEVATIONS SHALL BE MINIMUM OF 6" BELOW LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH M. THE ATASCADERO MUTUAL WATER COMPANY IS TO BE PM10 EMISSIONS BY 25 - 60%. FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. THE CITY OF ATASCADERO STANDARD DRAWINGS NO. 606, NOTIFIED AF ALL WORK INVOLVING SHUTTING OFF WATER FINISHED FLOOR. AT ANY TIME FOR ANY REASON. LINES SHALL BE fi07 605 AND 803 RESPECTIVELY. 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE 12. ALL UNSUITABLE SOiL, MATERIALS, ASPHALT, CONCRETE, RUBBISH AND DEBRIS 1. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF PRESSURIZED AND PROTECTED FROM BACK-FLOW ' D. THE CONTRACTOR SHALL PROVIDE AS--BUILT INFORMATION CITY BUILDING DEPARTMENT A DETAILED PLAN TO TRANSPORT THE EXCESS RESULTING FROM GRADING OR DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO EXCAVATED MATERIAL. THE PLAN SHALL BE A WRITTEN DOCUMENT STATING THE JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN ACCORDANCE SERVICE ALERTU.S.A., AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE AS TO EXACT LOCATION BY CENTERLINE STATION AND ENTER LINES. THE ATASCADERO MUTUAL WATER COMPANY WITH APPLICABLE REGULATIONS. START OF EXCAVATIONAND SHALL VERIFY THE LOCATION OF ANY KNOWN DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY SHALL OPERATE ALL VALVES iN THE ACCEPTED SYSTEM. METHOD TRANSPORT, ESTIMATED TRIPS PER DAY, ESTIMATED QUANTITIES PER DAY, DESTINATION OF MATERIALS AND PROPOSED METHODS OF DUST CONTROL 13. INSTALL DRAINAGE STRUCTURES PER MANUFACTURER'S SPECIFICATIONS. UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE CRASS THE EASEMENT OR STREET RIGHT-OF-WAY LINE AS DURING TRANSPORT. PRESENT DURING EXCAVATION. WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE N. BEFORE ANY PRESSURE TESTING IS DONE FOR 14. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED PURPOSE OF PROVIDING THE ENGINEER NTH A BASIS FOR INSPECTION, THE SYSTEM MUST BE COMPLETED PER TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC AS-BUILT DRAWINGS. SEWER LATERALS SHALL BE MARKED ATASCADERO MUTUAL WATER COMPANY STANDARDS; ALL PROPERTY CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE SERVICES INSTALLED AND TO GRADE. ALL MAIN LINE ARCHAEOLOGICAL RESOURCE MITIGATIONMEASURES TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE RIGHT--OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION CLEARLY ON THE CURB FACE WITH A STAMPED *S". CONTROL VALVES MUST HAVE CHAMBERS SET TO GRADE. 11 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF E. SEWER MAiNS SHALL BE TESTED AFTER ROADWAYS AND THE ALL BLOW-OFF, AIR VALVES AND FIRE HYDRANTS MUST BE FROM HIS OPERATION. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTiL CONSTRUCTION. SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER INSTALLED. FINAL PRESSURE TESTING SHALL BE DONE Instructions for removal of surface and subsurface artifacts in accordance with phase 2 archaeological study (Gibson October RELIEF IS GRANTED BY THE GRADING INSPECTOR. COMPACTION CERTIFICATION. AT THIS POINT. CHLORINATION OF COMPLETED SYSTEM 9, 1998). Submit the name of the archaeologist or other qualified professional who will monitor grading and trenching prior K. THE CITY INSPECTOR, ACTING ON-BEHALF OF THE CITY ENGINEERING REQUIRES 48 HOURS BEFORE FLUSHING. CHLORINATED to permit. 15. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN F. ALL NEW SEWER MAIN INSTALLATIONS SHALL BE FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND THAT WATER MUST BE REMOVED. BACTERIA TESTS WILL TAKE A PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY TELEVISED. MINIMUM 48 HOURS. HE SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT As currently designed the Lakes project would consist of about 140 single family homes with streets, utilities, an area for a EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE NOT lake, landscaping and possibly some commercial development. With the exception of SLO-1877 which is currently in open DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE IV. STORM DRAIN CONDITIONS 0. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL space, the other three prehistoric sites, and isolated areas would be directly impacted by the project. Map 3 shows the OPERATIONS. CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE A. REINFORCED CONCRETE PiPE (RCP) MATERIALS AND CONTINUE DAILY UNTIL TWO (2) CONSECUTIVE DAYS OF original site and isolated artifact boundaries as black dashed lines. The red lines show the site boundaries based on the 11 16. OFFSITE GRADING OR OTHER CONSTRUCTION WORK WILL NOT BE PERMITTED SATISFACTION OF THE INSPECTOR. INSTALLATION SHALL COMPLY WITH THE REFERENCED PASSING WITH A MINIMUM OF 48 HOURS FOR EACH TEST. subsurface testing program. THIS IS A TIME CONSUMING PROCEDURE IF TESTS ARE WITHOUT PRIOR WRITTEN PERMISSION OF THE OFFSITE PROPERTY OWNER. L THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND STANDARD SPECIFICATIONS. RCP STRENGTH CLASS SHALL POSITIVE AND COULD RESULT iN 48 HOURS OF For all areas outside the red site areas on map 3, development can occur if the areas are first surface collected to remove ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS BE AS SHOWN ON THE PLANS. JOINTS SHALL BE GROUTED RECHLORiNATION BEFORE RETESTING. WATER METERS WILL surface artifacts. All grading and trenching to depths of 5 feet should be monitored b a qualified archaeologist and Native 17. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING 9 9 9 P Y q 9� OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING BOTH INSIDE AND OUTSIDE. BE INSTALLED ONLY ON AN ACCEPTED SYSTEM. American to recover any isolated artifacts that may be unearthed. If any concentrations of artifacts, or ovens, hearths, DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE THE ENGINEER NTH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE B. DROP INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH etc. are unearthed, works should halt until the discovery can be evaluated and appropriate recommendations made. LAND SURVEYOR'S ACT AT THE CONTRACTOR'S EXPENSE. MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE THE CITY OF ATASCADERO STANDARD DRAWING 502. P. ALL TAPPING OF EXISTING MAiNS SHALL BE PERFORMED DESIGN ENGINEER. BY ATAS. MWC, CHARGED AT THE STANDARD RATE IN EFFECT For all areas in red on map 3 for sites SLO-1875 and SLO-1876, some direct impacts can occur if the are mitigated. 18. NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED FOR REMOVAL ON THESE GRATES SHALL BE ADEQUATE FOR STATE OF CALIFORNIA HS- AT THE TIME THE TAP IS MADE. First attempts should be made by designing the project to minimize direct impacts to these areas. After this is done the PLANS. TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE 20 TRAFFIC LOADING. following suggestions for mitigation should apply. Specific mitigation techniques may vary depending on the archaeologist 19. UNLESS OTHERWISE NOTED, ALL EXISTING SEWER CLEANOUTS, MANHOLES, WATER VALVES, R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY C. ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A" Q. ALL WATERLINE AND APPURTENANCE INSTALLATION SHALL doing the work. These are only general guidelines. AND OTHER UTILITY BOXES ARE TO BE RAISED OR LOWERED TO FINISH GRADE. ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. REINFORCED PORTLAND CEMENT CONCRETE. BE INSPECTED BY AMWC. 20. SAWCUTS SHALL BE MADE A MINIMUM OF 12 INCHES INTO EXISTING PAVING AND N. ALL FRESH CUT AND FiLL SLOPES SHALL BE PROVIDED WITH A METHOD OF D. PVC SHALL BE SDR 35 WITH INTEGRAL SOCKET END FOR SIO--1875. The eastern area of this site can be mitigated by excavation of three 2 by 2 meter units excavated at each GASKETED JOINT ASSEMBLYPIPE FITTINGS AND end and center of this area. They should be screened with 1/16" mesh screen. C--14 dates should be obtained for both AS NECESSARY TO REVEAL A COMPETENT STRUCTURAL SECTION, EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND . shell and bone (using AMS techniques if necessary). After the mitigation, normal compaction and other grading can occur VI JOINTS SHALL BE IN CONFORMANCE WITH THE APPLICABLE EMERGENCY ACCESS ENGINEERING DEPARTMENTS PRIOR TO FINAL INSPECTION. and should be accompanied by archaeological monitoring described above. 21. EARTHWORK QUANTITIES REQUIREMENTS ASTM 3034. A. IN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES STOCKPILE: 59,000 C.Y. -- NO EXPORT OFF SITE 0. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE At least some of the western area should be protected by design if at all possible. Probably the area of SLP 1 and 2 is CUT : 70,000 CUBIC YARDS / V. WATER MAI CONSTRUCTION NOTES DURING WET WINTER MONTHS, THE CONTRACTOR SHALL MAKE the most intact and contains the most dense concentration of cultural materials. In general the western area of this site FILL : 11,000 CUBIC YARDS RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR EARTHWORK QUANTITIES ARE BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND A. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND HI can be mitigated by excavation of five 2 by 2 meter test units space over the entire area. They should be screened with THE SITE HAVE BEEN BROUGHT TO SUBGRADE, AND EMERGENCYVE VEHICLES. 1'16" mesh screen. C-14 dates should be obtained for both shell and bone (using AMS techniques if necessary). After the SURFACE AND PROPOSED FINISH GRADES AS SHOWN ON THE PLAN. EARTHWORK P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE 0R ( 9 q Y)• QUANTITIES ARE PROVIDED FOR PERMITTING PURPOSES ONLY. NO WARRANTY IS GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN COMPACTION CERTIFICATION. B. FIRE PROTECTION IS TO BE PROVIDED PRIOR TO mitigation, normal compaction and other grading can occur and should be accompanied by archaeological monitoring EXPRESSED OR IMPLIED FOR THEIR ACCURACY. SHRINKAGE, CONSOLIDATION, AND ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO CONSTRUCTION OF ANY BUILDINGS PER THE 1988 EDITION described above. CLEARING LOSS FACTORS HAVE NOT BEEN INCLUDED. CONTRACTOR SHALL MAKE HIS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL OF THE UNIFORM FiRE CODE. DIVISION III, SECTION HIS OWN SITE VISIT AND QUANTITY TAKE-OFF AND SHALL BID ACCORDINGLY, NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. SEWER MAINS AND LATERALS WITH A MINIMUM OF ONE Part of the SLO-1875 area may be in the lake area. Special monitoring of this deeper excavation should be done by a 10.341 C, WHICH REQUIRES THAT WATER MAINS AND FOOT OF VERTICAL CLEARANCE, UNLESS OTHERWISE geornorphologist and archaeologist to better document the land form of the lower component. The Lakes project area 22. AGGREGATE BASE : Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY HYDRANTS SHALL BE OPERABLE AND TESTED. AN ACCESS contains complex subsurface trenching for underground utilities Monitoring of subsurface trenches for artifactual materials AUTHORIZED ON THE PLANS. P 9 9 9 A. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION ROAD WITH 6" OF AGGREGATE BASE ROCK WITH A MINIMUM and features, and for alluvial sedimentological data (mapping of poleochannei deposits and stratigrophic relationships) would OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION C. ALL WATER MAIN FITTINGS, TEES, VALVES, BENDS, WIDTH OF 24' FOR FIRE TRUCKS MUST BE KEPT OPEN AT proved significant information on the Lakes project stratigraphy. Findings may be important to determining antiquity of SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE ETC., SHALL HAVE FLANGE CONNECTIONS WITH ANY ALL TIMES. A PORTION OR SECTION OF WATER LINES MAY cultural items, poleo-environmental information for landscape reconstruction, and encountering further potential B. AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM PLACEMENT OF BASE. ADJACENT FITTINGS. ALL GATE VALVES SHALL BE BE PUT INTO OPERATION FAR FiRE PROTECTION. archaeological resources. RELATIVE COMPACTION OF 95% THE TOP 12 INCHES OF SUBGRADE BELOW RESILIENT WEDGE, UNLESS OTHERWISE SHOWN ON THE AGGREGATE BASE GRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE PLANS. • Monitoring of trenching may also result in collection and processing of earth materials for age doting - charcoal in COMPACTION OF 95% R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE context; shell in context; soil for soil profile chemistry. PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND D. FIRE HYDRANT ASSEMBLIES, GATE VALVE BOX AND VII. LANDSCAPE CONDITIONS 23. ASPHALT : SURVEYOR iN ACCORDANCE WITH CiTY STANDARD DRAWING #426 AND AS REQUIRED ANCHOR, AIR RELEASE VALVES AND TTtUSTBLOCKS SHALL A. ALL COMMON LANDSCAPE, IRRIGATION, WALKWAYS AND • Collection of soil samples from any potential archaeological features and surrounding soil for laboratory testing and BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. analysis of soil chemistry. Findings of soil work may be significant to archaeological questions of anti A. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR BE CONSTRUCTED IN ACCORDANCE WITH ATASCADERO Ys Y• g Y 9 9 q antiquity and ancient FENCING SHALL BE INSTALLED ACCORDING TO PLANS ASPHALT CONCRETE TYPE B AS SPECIFIED IN SECTION 39 OF THE STATE OF S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAYMUTUAL WATER COMPANY STANDARD DRAWINGS. PRIOR TO FINAL APPROVAL OF PHASE I IMPROVEMENT land-use character, and also aid other efforts to understand soil processes and human ecology. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF--SITE 1992 EDITION. PROPERTY OWNER. E. PVC PIPE SHALL BE CLASS 150 AND SHALL CONFORM TO PLANS. SLO-1876. The western half of this site where STP 1 was excavated can be mitigated by excavation of three 2 by 2 meter MEET THE REQUIREMENTS OF A.W.W.A. SPECIFICATIONS units excavated at each end and center of this area (west of the barns and other structures). They should be screened 24. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED 0900 FOR 12 INCHES AND SMALLER. with 1/16" mesh screen. C-14 dates should be obtained for both shell and bone (using AMS techniques if necessary). CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA, T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR VIII. NOISE MITIGATION After the mitigation, normal compaction and other grading can occur and should be accompanied by archaeological BENCHMARK: SEE SHEET No. 1 FOR BENCHMA < INFORMATION. IN ANY WAY DISTURB THE GROUND. THE DRIPLINE OF A TREE TO BE PERSERVED. F. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FiNISH GRADE. A. A NOISE MITIGATION PLAN FOR THE AMWC RIVER WELLS monitoring described above. PRIOR TO PERMIT ALL TREES SHALL BE FENCED WITH METAL T-BAR AND ORANGE SHALL BE DEVELOPED AND APPROVED BY THE COMMUNITY The eastern half of SLO-1876 is planned for open space/park. All removal of structures in this area should be reviewed by MESH NETTING CONSISTENT WITH DETAIL A ON SHEET 2A. r 25. EROSION CONTROL: G. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION DEVELOPMENT DEPARTMENT PRIOR TO FINAL APPROVAL OF the project archaeologist and work done to minimize subsurface disturbance as much as possible. It may be necessary to AS TO EXACT LOCATION BY CENTERLINE STATION AND PHASE 1 IMPROVEMENT PLANS. conduct some subsurface testing in the eastern half depending on the proposed impacts to the area. It is assumed this A. PROVIDE AN EROSION CONTROL BLANKET LINING WHEN SLOPE EXCEEDS 2.07.. U. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED MAIN DEPTH OF 'ALL WATER FACILITY APPURTENANCES: area contains a higher density of cultural materials than the western half. No specific work was done in the barn area for LINING SHALL BE NORTH AMERICAN GREEN 0125 OR AN APPROVED EQUAL. CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE VALVES, TEE AND OTHER FITTING, METERS, AND OTHER this testing project because it was outside the residential area. if this changes, additional testing may be necessary before AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING mitigation guidelines are developed. B. INSTALL LINING WITH APPROVED STAPLES. THE COURSE OF CONSTRUCTION FOR THiS PROJECT, INCLUDING THE SAFETY OF THE ENGINEER WITH A BASIS FOR AS-BUILT DRAWING � 'I ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO " (3VE"3S1C SLO-1874 contains two components. This entire area is within the residential development area. As designed, there was A W" SHALL BE CLEARLY MARKED ON THE CURB FA concern about the necessit of soil compaction due to projected fill that was to be lace on this area. Based on the APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE SERVICE LOCATION. <IV �ALFC .4. y p P J " " P II. INSPECTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE < �. S',� subsurface testing, it appears as if the lower component is 18 to 24 below the exiting surface. CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL � �� �` 1. CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EACH PHASE OF - ® '� r This entire area can be used as planned if a mitigation program is conducted. This will consist of surface collection of the WORK AND IN A TIMELY MANNER TO ENSURE A QUALITY JOB. LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK Q5 -, �, ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE UJ X40,033760 entire site area, and subsurface samples of both the upper and lower component. Because the lower component will be 2. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING OPERATIONS DESIGN PROFESSIONAL. below two meters, larger units and/or shoring may be necessary. It is recommended that three 3 by 3 meter units be IN THE FIELD AND SHALL DECLARE THAT ALL EARTHWORK WAS PROPERLY V . excavated and screened with 1/16" mesh screen. The lower component can be sampled with smaller units inside the large DONE AND WAS DONE IN CONFORMANCE WITH ALL REQUIREMENTS SPECIFIED V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC I R E C O R D a R A WI N G S 3 by 3 meter units. C-14 dates should be obtained for both shell and bone (using AMS techniques if necessary) from the HEREWITH. CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR �.S'�, non Associates lower component. After the mitigation, normal compaction and other grading can occur in the 18" to 24". No major TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR T C 1H Aw,N ° W��A �2'10NF,,,,JIMATOWN wHl IN PART HAS BEEN PROVIDED BY OTHERS. grading should occur below 24" except utility trenching. All grading and trenching should be accompanied by archaeological 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND o WAR ANT "ISAS TO TH CCURACY OFTHIS INFORMATION. INDEPENDENTY g g, FEES, BONDS OR CHARGES IN CONNECTION WITH THE ERiFIc TIO, SH I D RTO-,,u RE us monitoring described above. WORK SPECIFIED HEREWITH. GRANTED BY THE CITY ENGINEERING DEPARTMENT. f �Ivlle Q SLO-1877. This site should remain in open space and protected from secondary impacts from relic collectors and other W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER H AL TIEN/ RCE o ATE potential impacts such as dirt bikes, miscellaneous excavation or dumping from residents nearby. if any extra soil is III° INSURANCE AN SAFETY ORA LICENSED LANG SURVEYOR REGISTERED iN THE STATE OF CALIFORNIA. Exs 6-30-02 generated from the Lakes project, the SLO-1877 could be capped or possible fence to protect it. If capped, it could be 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY used as a park. In this case the project archaeologist should review development plans. MEASURES OR REGULATIONS AS THEY PERTAIN TO THE CONTRACTORCONSTRUCT AND MAINTAIN ALL SAFETY. THE X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE CONTRACTOR SHALL DEVICES INCLUDING SHORING ND SHALL BE SOLELY RESPONSIBLE FOR POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. R E V i S { O N S TRACT CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH Y. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ASTASCADERO IS FOR THE LIMITED 2271 - THE LAKES (PHASE 1 ) STANDARDS, LAWS AND REGULATIONS. PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER APPLICABLE NO. BY DATE DESCRIPTION CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL laymon - '�" „ 2. THE CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND EFFECT UP TO THE ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS SUCH PLAN CHECK DOES NOT THEREFOR STANDARD NOTE S DATE OF FINAL RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY•FOR THE DESIGN OF THESE IMPROVEMENTS, ^\ �ALKr 1. WORKER'S COMPENSATION iNSURANCE IN ACCORDANCE NTH ALL APPLICABLE STANDARDS. ,�'oc4• �"I, . �S; �� 2. PRODUCTS AND COMPLETED OPERATIONS INSURANCE E N G f N E E R S � Q0 �` CIT OF ATASCADERO CA 3. COMPREHENSIVE LIABILITY INSURANCE' PLANNERS i w � = 3. 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FOR RAING IN THIS AREA SEE SHEET No. 5 d 50 I F " w � , b,,.. ..........w...~... . © 35 C .�...w...,Nw. ,.....~ � VARIES I / 2 2 2 ....Mw N TEMPORARY A ;. GG. BASE � I 800.90 FL-HP .w_....._._. .-Fin TURNA�20UND TO / l -w REMOVED IN PHASE 2 CONST. f x799.75 FG I I 799.15 FL / `'�, LIMITS OF PHASE ONE. DITIONAL • �� '' _ , IMPROVEMENTS OUTSIDE `OF PHASE �9M95 NV. IN �". 2 ►, 1.0% MIN. � :w f V0 INV. OUT ....• �` I 791 8 t LIMIT ARE NECESSARY R THE DRAINAGE s 802.20 FL-HP , AND UTILITIES OF PHA ONE TO WORK. 1.0% MIN. 1.0% MIN. ~ M11►. --- 3 2. 1.0% MIN. �.,w ,. 79 .21 FL 79 0 F F � t 0. 799.27 F `�` -_�_ ---,,.....,. �,J "`~ ....... =, .... ' am" mom ASE fi" Q TURE 800.53 FL 800.5 FL - M. _ ONO . 1_ox MIN. NNW mom-"""°�.'.. LU f ..w g ay H o I 802.40 ® w r u� 799.97 I 802.66 FL-HP ---- �____ -- -- -... mom /'*O�A TTi--PICAL .' 71 _ o Kc SQ1.fi4 FL 801.58 FL "-1-0��- !LlV. y %;.; / ,. , N.T.S. 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S° 20 0 021 0 0 22 0 0 23 0 ' 0 24 .A . , Ali E III E I I , III z 804.90 0Cr. a 4 STA 15+40 o 0 15 I $00.97 c 803.25 FL--HP VARIES w _ 9 E-- w Z ' c� <t �, N f <t - I €°J I I 803.45 FL-HP I z�- SAN. SEWER Z:2 w k. T„M iW4 z 802.50 FL--HP f -z LIFT STATION ¢fes °' s ' 800.31 CL ¢ 802.05 FL--HP `t w SITE 2 ¢ " 9.50 FL 801.62 FL-HP 800.91 FL 0� I 801.43 FL I 80 .16 FL 80 .89 FL 802.91 FL i 803.70 FL-HP 802.55 FL ClILj + 1.0% MIN.�-w s 1.090 MIN. 1.Q% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. w I 1.0% MIN. " . . _ 1.0% MIN. _ `��' �F 800.58 FG STA 14+ 11 0.90 ' a , w �'•T 30" .44 F l �FL 793.208 1,fi5 F -HP 800.53 FG T793.201.0% MIN, 800.10 FL 801.48 FL802.5 �802.63 842.4fi FL 802.00 FL 800.53 FL ti 801.42 FL :. 804.10 FL-HP NORTH AMERICAN GREEN , \ I t • ' I I 804.10 FL HP I I 12" C125 CHANNEL LINING OR11 EQUIVALENT R /` D`\ TYPICAL N.T.S. EOR GRADING IN THIS AREA SEE SHEET No. 3a __4 REG RD DRAWINGS q,033760 OEAP f3Qf0 Cannon Associates M TH E DR 'WI AV INF TION S .WN WHICH IN PART HAS BEEN PROVIDED BY OTHERS. a Cl��l^ kJ�l`WAR N M E I LIED TO THE ACCURACY OF THIS INFORMATION. INDEPENDENT F- °+, ! VE�RIFIC TIO HOU D B M 'E PRI T TURF USE. z I��-�� � � . . 0 'Com„_.- J' i OH ALKENS' RCE 33760 TE ' w RES 6-30-02 VARIES 10 $ 2' 2' 3' 4' 3' w w REVIS10NS G�°`�N° z TRACT 2271 -- THE LAKES (PHASE 1 z - NO. BY DATE DESCRIPTION e , en EX. GROUNp 1,0% MIN. �_ 1.0% IN. ® Rpt ESQ F GRADING PLAN-LOTS 4- 7 & 15-24 HYDROSEED SLOPES OF CHANNEL 60 18 NORTH AMERICAN GREEN ENGINEERS PER MIXTURE SHOWN IN SECTION " C125 CHANNEL LINING OR M a _ ., r� No,033760 CI YAFAT SCADERO, CA 3' 4.048 OF CITY OF ATASCADERO EQUIVALENT m' 0 4o so PLANNERS `' 30 02 ENGINEERING DEPT. 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". ­ I �. 1. , &V/ . . . . / 14, '' ,� I I V,799.21 EL ___ . 1. , mo_---R� _�­___Z , - * , - , * , -0_ * , - , * - * . -11-11--l-1111 --,--___ 802.20 F � -,� , 1-1-1 ,,_,�,!, . - __, 11__--__,l I'll ll�.,__ - _,1 . w N `____'__ -, ',___,_,._ I �, _�'1-0- UN-1 - _ 'l.l,_ll_--­ __� _-� ___� . / /11 I/ I , I , `,___ : 1 -1 A 2 S . / . 1� ' '. I 799.27 FL ___� ___� 4 _�� 11I Fll,,,_, w , I" / - ��800.95 Fl_-HP :7- 1. I " "- . ____ ­�,_­­lll man \ I­ �llI' �" SO* NNW �k . � 11�1800.53 EL 800.59 FL __.�-11_1 .. -__ .. awn z I � � .I amw m -I.0 . ��l � � \ �I* ' ,i . . I I- 1 ­..... _ I', . 802.40 FL-HP . ---�_ .__ We now i � 1.� , -- 011 . (0 � .1 I, � < I �/ �.,�,J,, "-'--'--- -,,,, 1 __�I- .."m .., 0 4i � ,.... I 11'__ . 80 .66 FL-HP _� . �, " 11 " \"� 11 1� "".,- ___ 799. 7 801.64 FL . . __ I . ___', nV_ a* aim " � �I � I .. J* -'� MfOR�A Y AG'�. BASE ­ ___ _......h ---,- --- __� .,--�"_ --� I ' ''I'll11", __ , I 1 801.58 EL . �.­­N STA 19425 --l-l-, ____ l- . FIRETURNA9;OU QKTO BE / I'll, I1 , , "I � .._� . �����' ,----------.. --- -"� �1.1 - �. I REMOVED T I 0SE'l CONST. k I ,11- �.. 800.4 F ____ ___ I . ­ aft 11 � ", / .1 . . _�II / 800------ FL ___�' ftft I 1�RADING 11\4 THIS AREA SEE SHEET No. 4 l .1 . 798.81 EL 1 798.30 EL / __", 1 * __ 799.08 CL �� � . _- '-",,,, i_m7Ill / ,�__ _ . ��,,_�,'� .14I , ,11 I �,�FAL -�I-N 1�'� R E V I S I 0 N S"I' "I ' \"* <� .1", I�XkN � � TRACT 2271 THE LAKES (PHASE, 1? yNO. BY DATE DESCRIPTION11,�. .0 40 80 I -"I ,, V� , ,??, FES I UND IMPROVEMENT 44,j 1, STORM DRAIN LOT I I AIN INFO. NOT SHOWN. No, ."­;�z,"L_, ,,wllI �& i fI <,� 1. 4% ,1 INCH =40 FEET * Exp. ,"_,,� , "" 1!� , 1�, IALk I1�t GRADING PLAN-LOTS 8- 14 & 35 ,�� i lt,r � 1�­��,� II -0 ��"4 ,,6 1 , ,1�(� It;clyl'Tll ' ' '' �x , '', 11 ", -1"', � ECORD DRAWINGS ENGINEERS � "i rnI�l I , , ?� "'" " � , �i ,R / �'-115�) " �` ,_lV ­ or_ No. C33760 m ,I., I CI R09 CA 1 ? , I ­, �)l � I- , � 'j. annon Associates I ; / �l , ,� ,Or,, I 1 A .1 El RMA SHO,WN WHI IN PART HAS BEEN PROVIDED BY OTHERS. Exp. 6/30/02 / Z"S U R V E Y 0 R S * * 'ill IMP AS T1 THE CCURACY OF THIS INFORMATION. INDEPENDENTMAD IOR TO FUT E�E. 364 Pacific Street LP C1101 , -l . - , 07/21/99I .�'l � - 1001/ . 11Son Luis Obispo, CA 93401 'I?) JOHN R/4:'ALKENSTIEN R.C.E. 33760 EXP. 6-3042 � ' DATE� w (805) 544-74074 OF CAVWJol LKENSTIEN RCE 3S�TO %' DATE �F (EXPI S 6-30-02 DESIGN13t6 BY. DRAWN BY: BY: JOB NUMBER "SCALE: SHEET: LRB LRB JRF 970704 1 = 40' 5 OF 29 LK1-SHT5.DWG/SHT 1111�* x �\_, 1� 1_�0�_' 110��il 'I ' W_,11, IN �X- '717:`" ��� Nl \I",,',�,, � "I.-4,r ,1��-,rNIll " I �_l I %,_% . I 11 w \­% 114 �� j �. 1-1-11 f N `�l , �_ll 1-11 I�l I Z/ 't I I - 11 I I I Ll ITC=827.47 CURVE DATA X_�U, LL TC=827.42 PRC CURVE LENGTH RADIUS DELTA PAVER BLOCKS C1 133.18 266.00 28*41'1 5" '41'1 5" C2 125.17 250.00 28 STA. '41'1 5 BC 'TO, 027 C3 117.16 234.00 28 C4 56.17 60.00 53*38'19" BIC NOTES C5 21.02 60.00 20*04'1 5" 21-02 `H ...... 60.00 20*04'1 5" C6 C7 6.30 5.00 STREET SEC11ON PER DETAIL SHOWN ON SHEET No. 2. 4123tv 72*1 C8 5.99 76.00 04*31'06" INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. 418. 11 2*1 6'42" C9 9.80 5.00........INSTALL CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421. 90*00,00, C1 0 7.85 5.00 90000,00" C11 7.85 5.00 INSTALL 6" TYPE "C" CURB PER CITY OF ATACADERO STD. 418. 44*1 5'51 C1 2 30.90 40.00 STA. 13+64.85 27.39 TIC C13 32.28 40.00 46*1439" INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 C14 58.02 4 0.00 83*06'51'* 0 40 80 C,INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427. C1 5 38.61 60-00 36*5 I2'1 21v _T_%1 PA EQ PEL 44GO= R=4' (TYP.) C16 38.61 60.00 36*52'1 2" -----------------+ .86 CHICO ROAD 1 INCH 40 FEE7 RRICADE PER ATASCADERO STD. 428. C1 7 47 30.00 90000,00" .12 EX A.C. DIKE PER OFk-'SITE IMPOVEMENT PLANS C1 8 47.12 30.00 90*00'00" PAVER BLOCKS C19 47.12 30.00 90*00'00' 88*42 42 T 1.Q+50 C20 H _,dO C21 44.97 2000.00 01'1 7'1 8" 1,33 2C BEGIN IMPROVE ENTS 1-19-84.00 01 00 MATCH EX. C22 44.61 *1 7'1 ..........IS LOT WILL BE FORTHCOMING 0 40 2 7 7 1 INCH 20 FEET CIELO GRANDE 2 SEE SHEET No. 11 SEE SHEET No. 7 .......... FLQH SI6. 1 Q N__ E R 15 Q U 0- a.30 31 32 33 34 lC-4 C14 C14 I I I EX. A.C. DIKE PER co 0 C14 OFF-SITE IMPOVEMENT PLANS z C51 wil Ui z 0 to C01 0 + 0 r 2 + + + 0 C4(A 00 0) w z z< 0 F- 4 (ni (411 z / _T1 4 + w 6+ LJ 6 e4 x LO C14 STA. 16+45.73 ECR STA. 21±Z9.20 ECR 2 z C:)7 z 2 0 (n w(A C4 W co is 5 .540,5100 6 STA END MPROVEMEI ........ 00 0 LU 20+00 21+00 22+ 7 Z)/U-4 Pa8nE 14+00 15+00 86 4-1 00 +rj .. ...... ........x D.ZU -16" RL 4 14±n.72 END 10:1 TRANS17ION 2 5IA, 15+99.73 PA5EQ QEL LAGOF� JT\ r-\STA. 22+25.90 PASEO DEL LAGO-BC 2 SIA, 13±8222-20' RL STA. 1 0+00.00 CIELO GRANDE \t/ STA. 10+00.00 PRADO VERDE 516, 13+ �5-3& BEGIN 10:1 TRANS111ON END GONC. CURB, BEGIN A.C.--DIKE am-On*STA. 12+87.28-31.41'R C14 PAS ""Mom* aft-oft *on" FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 12 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 I........... I........... ------ ..........III ...................... ................................... .............................. ...... .........IIVQ C Ili------%--Pvi" STA 134 75 C 41 1 _2S I8.61 C1 51 IIdl 2=�30".§O'j I835 IT 1 IIL 835 -- rT PA STA=15+78M4 I50.K vt .............. ........ . ......HIGH....... RO STA i 3+16.62' m ........-.1,; 4.......... P6,N � I,N� �HIGII ELEV 82 .77 II ........... ...................... vy I26J I '4+OC4 Q m........... .................. ....... 64 ............ ..................................> m 0 $TA.=4 2 IIII...........P%- O �U) oo W) I00 cal I0 U) 0 .......................... ........................................... ........! .......... ...... .................. .............. .1.11-1-1.1114......IC� ca,to P................ Cq I .......... .............. + 4 00+-0"! 6 +.d 00 III100.9y YC +830 -�- V_ 00 Cq 830+........... ...............I...........z ............ A $TA'> I< >I3........... ............UJ Iul ELEV 814.58 I.......... ................%w 04 0 0c) .9 I .......................... . .................. ............... ..................... .......... I.......... .................... ...........0- ....... ............ .....................IIII04 ..........I .............�L t . .".­­­­ .1.1­11.1�.� � 1111.1-1-1. 11"',­­­­­ .�.......................... ........... ................... I.......... + ..........I................ IIIIw 825 8 2 5 II ............................................. ............. ............. ......................... .......... ........... ..................I ............... ...... .......................... ............ ................. I............... ................................................ _11­11­�.......... ...... ................................................ 0 0 V-: IC)................... ............... ......I.................... -�ill''-.�.I.,�,�.-"r�,,,,.�,,.,��..........UR I60 ............................................I +............ S 4+2-----; Z--`_ I I ............. I................. IIII - 820 +82 820 ..........W .............. ....... .......... I ........ ....... ......... .....................Ca.............. Ito I0o+ Cq II .............. .............tn .......... .....................L -11.................. .......... ....... ....... ........... .. ................................ .......... .......(X) +........................... .......... .....................00 Ito ICq ............................+ I .......... .......................... ....... ..............Q. ............ 1_141-11- -.1--i j ............. ........... ........... ............. ........0 I ................ ........ .........................IIIIt00 ..........IOil .......... _�.............LLJ .................... ............... ------I + Ir, Q 1.02iC6=� V t 5& 2 10 -v 815 --dZ-b4 �i� O*815 IRM S"A=1 +7$.04 w, w I............... ........................I ......................+ E -TA ..........S.............. P M I00 VI ELEV 406.1,,8 C-1) of YC 50.0.............. ............. ............. ..................... ........... .......... ......E,- S IO N I40,I ..........a- m ........ ........ .......... .......................40, OVI $TA1 22+22 23 .......... ............ 7........................ ...... ............ .. ................... ELEVI- A04� ..........LA C,a CK m P%A STA.61 .72 0 0 ZP C_�41 ----------.......... IIm CD LU t<to z to Cq -64...... IF Q C4 + AT 0) FINISHED GRADE! iCL CK OD I............... .................................. ............ 4.,3.............................. ............�TA. '1 0 en*50.33 STA. 11+50.001, ................................. '�T ........... .............. -�LE�V 0 to o 0 C4 I0 LA 810 INLn oj + i3 t-_1 IC4 00 CD +00 810 CSI 00 in IS+ I00 00 U.11............ ............... ..................... ................. .......... .......... 11.1.11111--.................. ............ 0'0 0...........Cn C3....... ............ .-­­­ -I- I-1,1_11111 "'," -1 .......... ..... tCr.............. ......... IIIII............... I ............. .......................... 0+w 04 > IL4 I ......................IIN I -77777777!rr .................... r I <+ I00 Lq II .................... ....................... .................................. r...................... I........... .......... T LJ Iin U)I_P 805 I805 1> "A........... ....... I..................... ........... ...................... ................... .......... ............ 4,....... ...... TYP A ...........I,C L-3, 01 ........................... ................ ................. .......... ............ IU U TH T P 1 0-1111.._.-,L'----j................ Ic I...........-A. 1 4+ST-� 0.72 ISTA. 11+99. 9 R E V I S I 0 N S ES ITRACT 2271 THE LAKES (PHASE 1 ) ..................... .............. ....... ................................... NO. BY DATE DESCRIPTION dr ESSIO, I800 IVALK4- ul I .......... ........................... ...... I......... .......... ...... E N G I N E E R S cl_� No. C33760 APCA ORD DRAWINGS ITY F T DERO, CA Cannon Associates Exp.6/30/02)UTHE -1, ION SHO WHICH IN PART HAS BEEN PROVIDED BY OTHERS. S U R V E Y 0 R S r4 OR IED AS THE ACCURACY OF THIS INFORMATION. INDEPENDENT 1/4- VERI It.. D BE PRIOR FUT E USE. omft� /�r 9 07/21/99 364 Pacific Street San Luis Obispo, CA 93401 OF C Am JOHN FALKENSTIEN �.C.E. 33760 EXP. 6-30-102 DATE ;20 (805) 544-7407 f m EfFALK ENS,I wN R %Z3760 11 DTY DESIGNED DRAWN BY- CHECKED BY: JOB NUMBER SCALE: SHEET: IRES 6-30-02 LRB LRB JRF 970704 1 40' 6 OF 29 CA/FILENAME LK1-SHT6.DWG/SHT.......... .......... ....... PASEO DEL LAGO SEE SHEET No. 6 .:........ ... Ln ................., 0- >> 0 NOTES 6g: _j 5 0 6 ............. C831 6 0 w LO ;+ w LO + _��STA. 17+01.56 CIELO GRANDE= d 4 z + z< + OD co \t/STA. 10+00.00 FUENTE DEL ORO + STREET SECTION PER DETAIL SHOWN ON SHEET No. 2. _j (D CL Cc X: 0 a. I cr > v INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. 418. 0 .............. 3 w .11,................... 0 + C3 2 0i (n in 4 z:'11� '. +1 901 o6l 7- w 50 INSTALL CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421. --- ul C, > +1 Cn z 0- 2 INSTALL 6" TYPE "C" CURB PER CITY OF ATACADERO STD. 418. m> ww 0 8 m 0- r-z ........... 0 w < 6 C5 rl� I O+M,00 KR_ (A M + ry z INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 0 4m (A __jn + + 0 +1 INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427. C14 w LAJ ........ M < INSTALL WOOD BEAM BARRICADE PER ATASCADER0 STD. 428. 77= !b ......... U)V) .......... -10 A Go 0 2 ............ ........... 0 -4 2.§�7 F 0 803rl 4 FL 5TA. 17+42.48 ECR F(%R STA. 16+53.25 1,5+03.29 2RC/r,\ %K 6 OP TA R 0 _% w 00 15 ST 2 20 Z w 516. 12± w Q+ + STA. 10+46.00 BCR CURVE DATA 25 CURVE LENGTH RADIUS DELTA 30 6 w C17 47.12 30.00 90*00'00" C18 47.12 30.00 90*00,00" C19 47.12 30.00 900,00,00" PASEO E L L A G 0 AVENIDA' DEL SOL FU EN TE DEL ORO C20 46.45 1 30.00 88*42'42" SEE SHEET No. 6 SEE SHEET No. 9 SEE SHEET No. 10 C21 44.97 2000.00 01*17'18" C22 44.61 1984.00 01*17'18" C23 47.12 30.00 90000'00" C24 46.15 30-00 88#08'14" C25 254.36 2025.00 07*11'49" CIELO GRANDE, C26 252.35 2009.00 07-11'49- FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 13 C27 190.02 2041.00 05-20'03" C28 430.63 1991.00 12-23'33$f C29 427.17 1975.00 12-23'33" C30 148.74 1959.00 04v2l'01" 0 40 80 C31 48.61 30.00 92*50'48" C32 47.06 1 30.00 9-53*13" 1 INCH 40 FEET C33 181.50__1_1959.00 05*18'30" 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 7 50.0 ........... . ...... 10+50 P\11 $TA ........... .......... ....................... .......... .......... ............... _j .......... .......... (000 ........................... ................ w 815 815 ........... ............. + s................ . ..... ............ ............. ....... ............... 0 ._j ...................... ......... .......... ........... ............. ............ .............. ......... ............ ............ ........................ m 810 810 0 CNI 00 x4w 50.0 00 to ............. .... ... NC 0 PM STA 13, + + 000 5000, 'GRO C-4 E I R,.\&.._E'LEY......... 80, P\4 STA, 17+ L15 UNf) ........................... ...... ........ ............. ............ ............. z 111111.1-11.1-................... ........... W ... .... STP� L.F. 17+05 x > .......... ....................------ .............. ............ .... ....... ............. ............... 0 Z m FIN GR�ADE! AT!CL Cq 805 Cz wn co, W, .......... < M 2$1 v ............ .............. ............ .......... ........... ........... ........ ........ ............... .......... Oil + P\A=8Tzz4.84, + .......... + tw L4 W. ............. ........... ........... �5 ............. ........... ............ 2.. Lq C17=47.12' VC ........... ............... w 0 D/2 IV) Pvl I - �_o PM 0/2 00 8- - 800 A ................. 00 Pm 0 10 58- P. 0 �rD 7�4�' 00 < 811.34 F�Vl 58.50 0 .......... .......... ..... ........... ............... ............. ............. 0 �Lo CL + L J ca V=8,1.4 ............... .............. ........... ........... Lo U� z Go ............. ........... .................... ........ ....... ........ ....... "0�0 %_j m U4 795 795 < �4 00 ........... ....... ........... .... ............ ....... ................ 0 +< ........... .......... .................. Z in ......... LJ ............;�'. V, F L F RAN E� __­` ...... .......... ........... MQ& KO ItL "D �790 790 TYPICAL 0. 8 ............ ------ ................ ........... .............................. .......... . ........... ........... ........... L,K WE ETURN E v B R TU UR A T C1 M' ................I ----------------------------------------- R E V I S 1 0 N S 0.C' 33760 TRACT 2271 THE LAKES (PHASE 1 ) 6/30/02 NO. BY DATE DESCRIPTION VAL CIELO GRANDE SURFACE C11 E N G I N E E R S I y T/A No.C33760 RECORD DRAWINGS C SCADERO, CA ;, F A C6n''non Associates TH ESE RA GS H IN ATION SH WN WHICH IN PART HAS BEEN PROVIDED BY OTHERS. Exp.6/30/02 N,0 WA RA Y 1, E CY OF THIS INFORMATION. INDEPENDENT ERIFI T1 S (it DE PRIO UTURE USE. 364 Pacific Street clvl\� 0 07/21/99 San Luis Obispo, CA 93401 fv r OF CP0 JOHN R./ STIEN R.C.E. 33760 EXP. 6L30-02 DATE (805) 544-7407 �LKEN id FALKENSTIEN� �dt 33760 DATE DESIGNEIrBy: DRAWN BY- CH Y- JOB NUMBER I SCALE: SHEET: ES 6-30-02 LRB LRB JRF 40' 7 OF 29 LK1-SHT7.DWG/SHT Ln f C IC( ............. CALLE DESCANSO SEE THIS SHEET RIGHT 10 CALLE DESCANSO 0) STA. 29+M,00 -EC SEE THIS SHEET RIGHT 35 8 _M.l IN STA. 21+1 2.8-9 ECS 6 J�s M, 9 STk 21+82,25 EQ CURVE DATA 6 CURVE LENGTH RADIUS DELTA C 12-23133's 28 430.63 1991.00 411� +00 C29 427.17 1975.00 '23'33" 12 C30 148.1_r I;I%j 47.%j%j 04*21'01 x 'M C5 0 ............ 7 < .......... 2 C31 48.61 30.00 92*50P48" CIO 13 C32 47.06 30.00 89053'13" 1959.00 -18'30" C34 12-2.22 6 291.00 24"04'17" 05 C33 181.50 12 83#59'12" C35 403.11 275.00 2 C36 379.65 259.00 83*59'12" P x 30-00 82-18'06" 43.09 30.00 8 2*18'06" C37 E _r 4- C38 43.09 -d z" 82*18'06" *6 C39 43.09 30.00 C40 73.42 291.00 '27'22" 14 00 C41 43.09 30.00 82*18'06" rn 35 6 C .2 74.49 291.00 14-39'59" 2 ,%P C43 358.94 98.00 8 209191"11 37 BC 5 C44 311.32 85.00 209*51,09" F A. +4" C \C C45 263.71 72.00 209-51"10- 3 .5 SIA, 23 10+4 Al END IMPROVEMEN AQr lk 6 Ljj F- 4%. 15 U_ + 00 .;4 0 0 13 < 0 Uj FUTURE PHASE 01. 0 40 80 LLJ `J 0 6mmmm 1 INCH 40 FEET C I E L 0"' G R A 1"N' D E SEE SHEET No. 7 NOTES STA. 10+00.00 CALLE DE9,:ANSO= Uj STA. 20+82.95 CIELO GRANDE \f STREET SECTION PER DETAIL SHOWN ON SHEET No. 2. ....... I E L U` GRA "IL, r um"' E STA. 22+ Cl LO G N ............ a INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. 418. FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 14 INSTALL CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421. CIELO GRANDE INSTALL 6" TYPE 'PC" CURB PER CITY OF ATACADERO STID. 418. SEE THIS SHEET LEFT INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427. 0 40 80 INSTALL WOOD BEAM BARRICADE PER ATASCADERO STD. 428. 1 INCH 40 FEET CALLE DESCANSO FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 14 10+00 11+00 12+00 13+00 14+00 7-� 815 815 .............. 4 ...... 0 3. P37i= 4 mT .............1�'__ ..........- J. ............. �w ...........- E 24+00 Cn 18+00 19+00 20+00 21+00 22+00 23+00 0 z ........... ........... r ­7�-7, 815 815 0_2.__A i...... 06 is H 0 0) . ........... C.) v-C5 r.% -4- . ............ ------ 810 r -all 810 o6 to 0 1 C C%j 1 4 ............ ....................... .............�­_.l_l­­l'l­l­l_l­ ]_'l..............4, .......... ........... + IN C-4 4, .......... _j C', .......... .......... ........ .................. ........... 8 01 .......... ............ `81310, .......... ............ ....... ......... 4--4- V ........... ...... ............. 50 0,$',,-_C 810 810 i X1 P\/F, IST Ii x =12+05 805 ............ ......... -47W- 7 j .......... Z to -4� Z 50- vb -P 748- 805 a) I ' 12+05 m )0 PVI� STA 22+25 0 r- 0 C,4 1 -1,0 ' Ni .......... ....... PM �TA _c__ U RIB RE, \11". ST�' 21+55 P\I' ST A ?0 5 RE"T 9+00 �\,A V 1= 800.17 T-­tl--U'8­, EAS 0) KP. STA418+93.85 00-I.- ................ .......... ............ ................ ........................... --j .............. ........... r�...... P\A i-EL-EV" iPVt"EtE 790--23`,,--- 0 ELE_!V­­,�­ -65 > 00 P. > C-4 C14 0+85 L.P; S' 25 w L.P` STA 2 v - 00'. 06 H.P` S 21-1�55 rA 22+ ca 0) + 0 ................................ .......... .......... ...... + > 00) EL .......... Q ............. + z EXIST GROUND AT CL 0 + 00) I i 0 to� + m 0 ......... �CXISJT. "T 00 ------ ------------- 805 ............ ........... 4- to to w to w 805 ;---l- I b ci io oil, Ra > rz < w ............... 'A 411 0)0 1� :!e 800 ACC ..........4....... A0 > 06 0 00 OUOH GR w 1 w rT- LU 00 (n _j + ........... 'S 00) 0 _ADED FINISH�D GRADE A�,T CL 000) Uj 80 co .................................. ...................... ............ -df............... .............. 0 ................ .............. .............. m�_J............... L �GRADINO P�,AN) 0 20 En to + 0 r-17 + 0 C .................... ................. .............. > A + W > @ W, + > > Lrj. ............. 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BY DATE DESCRIPTION E SS/0 J-11111,1111 1--__1 ............. ............ .......... .......... ............... ...........�­­­­ VALnx uli AN _E .................. -4, u -EL -02 WI.-IIJ............­'�.......... b V1 -SURFACE ft �il CIELO GRANDE & CALLE DESCANSO -0 IL"El' OF ...... ............................­_�­­­J' - I 7_1 rn r+% f k ........... ...... AS3 T Y P"A L I TD C L + 10.1 No, C33760 ........ .... .......... . .......... E N G I N E E R S CJTY OF A .......---------- TASCADERO, CA EXP.6/30/02 CGI non Associates WN WHICH IN PART HAS BEEN PROVIDED BY OTHERS. HES D WINGS E IN MATION S S U R V E Y 0 R S O T I DE IMPLIED A, TO THE ACCURACY OF THIS INFORMATION, INDEPENDENT CIVI OR[ I . TION 0 LU ADE PRIO TO FUTURE USE. 1 /4- zoo 07/21 .1717 364 Pacific Street OF C JOU0 I&lq T -S3760 UP.'6-30402 Son Luis Obispo, CA 93401 ;R. FALKENSTIE�r'ko.'CE. DATE 4 (805) 544-7407 N �ALKLNSTIEN E,PIRES 6-30-02 DRAW BY, JOB NUMBER SCALE: SHEET: DD RF F 29 LUNU LRB 1 970704 its 400 0 LK1-SHT8.DWG/SHT A:) YVI C', CIELO GRANDE PRADO VERDE SEE SHEET No. 7 SEE SHEET No. 11 .......... TP*q :.......... m LO 0- STREET SECTION PER DETAIL SHOWN ON SHEET No. 2. C; C*4 0 2 11.................... 25 26 27 28 29 co 00 00 00 N OD + o6 06 00 INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. 418. to 04 (n + �g. INSTALL CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421. + UJZ W + Ul) OUJ 04 <w INSTALL 6" TYPE "C" CURB PER CITY OF ATACADERO STD. 418. ZA in to< 2 (n C CNI w r4l) in (n (n INSTALL STREET MONUMENT PER CITY OF ATASCADERO, STD. 426 %K INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427. C 10+00.00 AVENIDA DEL S INSTALL WOOD BEAM BARRICADE PER ATASCADERO STD. 428. �MTA. 12+70.25 CIELO GRANDE 0 m 1E cr- z W 0-1 a. a. 0- m w m Q 2 LLj a- 0 0 0 00 0 0 (0 04 0 ........... 00 Ul) + 00 + 04 + + to '0 30 31 32 33 34v U)l inj 01 100 5 STA. 16+26.28 AVENIDA DEL SO TA. 12+70.25 PRADO VERDE CIELO GRANDE PRA SEE SHEET No. 7 SEE SHEET No. 11 AVENIDA DEL SOL CURVE LENGTH RADIUS DELTA C23 47.12 30.00 90*00'00" 0 40 80 FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 16 C24 46.15 30-00 88*08*14" C46 47.12 30.00 90400,00" 1 INCH 40 FEET C47 47.12 0.00 90*00'00" C48 46.55 30-00 88*53'43" C49 46.93 2340.00 01'0856- 47.73 91-08'56 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 ..........7-T-' C48' 46.56, ...................... 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THE AC INDEPENDENT ON, _�gVRACY OF THIS INFORMATION. v BE PRIC TO USE. 7 0 790 90 .................. .......... ...... ........... ........... ....................................... ............ .......... ................ 3 S w �7 DAI ......... ................ e EX RES 6-30-02 60 ........... ............. U k B RETW R S-E C ............ ................ . ....... ................ .......... .................. ........... R E V I S 1 0 N S i"CUR13 RE' I........................ ......... .............. ....... TRACT 2271 THE LAKES (PHASE 1 ) NO. DESCRIPTION ?,(3F E S S/0, VALK, ............... ...... ........... .......... AVENIDA DEL SOL SURFACE ....... .......... C .......... ................ E N G I N E E R S No.C33760 .......... ......... CITY OF ATASCADERO, CA ............. 1 74 Ep.6/30/02 ..................... ......... ............. ............ CPAL 07/21/99 364 Pacific Street San Luis Obispo, CA 93401 OF C JOHN LKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE (805) 544-7407 Y. BY: JOB NUMBER SCALE: SHEET: DF;I(.%NFnl-o6 LRB JRF 970704 40' 9 OF 29 LRB CA/FILENAME LK1-SHT9.DWG/SHT .......... ............ ............ CIELO PRADO VERDE SEE SHEET No. 7 SEE SHEET No. 11 ff I � 1 IILO 0 wNOTES I I ow 15 16 1M7 1 s 1 I I � 6 ;' n a 0. o W T STREET SECTION PER DETAIL SHOWN ON SHEET No. 2. t0 � ,U) , I=-'.� INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. 418. Uj (0 rn U °" 3 INSTALL CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421. + W Z W c+1 + + INSTALL 6" TYPE "C" CURB PER CITY OF ATACADERO STD. 418. ¢ et O t i d- to< � 2 v~if ' o +N INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 NW n to, O 1 I I g + d INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427. : 7 ATASCADERO STD. 428. INSTALL WOOD BEAM BARRICADE A P C DE R E S .. .. ., , ...', ,-r.. .. . r ,...:: c1,0 00 6 -�— S70'47'38"E s , /•� - /'tom ®�.Rw� �+ .,. 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INDEPENDENT I` 4 3 E 2 E S F 3 7 I B CA i s $ 0 H # x N B P t RI : k t f OR' to M 4 3 2 t r � S S $ > 4 T RN t > t ` : I T F f •ef- , �/rq�� y c Q ? ® ....... ........... r' i E` € •fO 5 i 7 R' Z �9p e �U e TE DT 0 :0 Vf+ f i 0 fi - : > e ni . : ; _ g � t 1 f Ht)i' 7'60 E ti'► € , , RC 3 ATE i--- yy 1 i ..- r � , TY y I CAL TD �L *h 0. � A .� _ E° Es 6 30-02 y g} t t - z ; DATE r « , . . u � H f 5 1 T'a"`"w'"s a .�. ,M.,.:%..,..,m.,+,. m ,>.,.,,....,,,��.•.� .�. .,.r,�--, .,».w.,.y.,,,..».,..,.:y,�,,.�...,. .• �.�.,,,.»�,.,�, .,�,,..�.., ..may'^",." �,,,u.,{1�I^"""�^..."^ "".,�",yam."^,,,:�,�.�,,:^wTj.,�.,,,n. �',�., s ;: M �. +; 785 - REvIS o S r .. I .... TRACT 2271 THE LAKES (PHASE 1 , f N0. BY DATE DESCRIPTION d gg � f 3 s t s E - , � � 7�8 , .? „� � �_� QRo Seo s , t i , i g $ �'® ,,... on _, _-. _, _ . x � � FUENTE DET ORO SURFACE { T R T d F r n � 1� : So - ........... . .......... .......... M ENGINEERS . C33760 r IVOn 0T OT ATASCADERo CA xs PLANNERS Exp.6/30/02 °� � SURVEY 0 R S r •, �T QvIlL �. 07/21/99 " 364 Pacific Street San Luis Obispo, CA 9340 T�OF JOS � JOHN FALKENSTIEN R.C.E. 33760 EXP. 6--3 402 DATE (805) 544-7407 PRICKED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: LRB LRB JRF 970704 1" = 40' 10 OF 29 CA/FILENAME LK1—SHT10.DWG/SHT PASEO DEL LAGO AVENIDA DEL SOL FUENTE DEL ORO SEE SHEET No. 6 SEE SHEET No. 9 SEE SHEET No. 10 "n. I ............. .......................... _j a. 24 34 29 19 -43 44 04 z CL ZO 2w Ujy U) 00 (n + 6 +0 + W Z 0 p OW a: 7+44.62 EQ + STA. 16+57.26 E STA 1 R 800,50-TG- 67c, Uj STA. 13+15.25 ECR 2 < -A C'V -4800, ch 5TA. 12+24.25 CR .... .......... ....;; R _j 800.30 TC ,,,r .. i!E A=297' *57*05" Qz (a N w L=249.61" FUTURE PHASE 1+ b 00 .78 FL 8"1 2, ­­......... ".g 10 .00 7' FL 3 NI 9*1 2'22"E 8QO.OZ FL ", _':­­­ -, - - ........... I E 800.07 E 8(L F 2 TUI f M z ........... -A.B. w "��mfflgm 63f C 11, .......... _j STA. 17+00.74 PRADO VERDE= ......Ir 0 m FIRE Pt, STA. 16+44.57 FUENTE DEL ORO\fJ SIR A w 0 co (n 5TA., 12+23.Z E031 STA. 1�+15.81 ECR < 00 a 0 WZ 800.30 TC 2 FSTA 15± 4.94 QL TA. 19+ 4 Cr Zn CL OW o- '12, S.S. LIFT STA. DW + END IMPROVEMENTS 1 0 2 RDE=Y �, ( � 0- -r-\STA. 12'+70.25 PRADO VE PER CITY STD. DWG. 424 0 <w 0 a (D-STA +26.28 AVENIDA DEL Sol + 1 00 C5 Ui < o Ui C14 w C14 ; I I + + + in 04 LP (n FUTURE PHASE FUTURE PHASE FUTURE PHASE CURVE DATA CURVE LENGTH RADIUS DELTA C19 47.12 30.00 90,,0010011 C20 46.45 30.00 88-42$42*1 C46 47.12 30.00 90,00,00" NOTES C47 47.12 30.00 90'00'0000 PRADO VERDE C48 46.55 30.00 88'5343" (D STREET SECTION PER DETAIL SHOWN ON SHEET No. 2. 0 40 80 FOR UNDERGROUND IMPROVEMENTS SEE SHEET �o. 18 C49 46.93 2340.00 01'08'56- INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. 418. C51 104.24 884.00 06'45'22" INSTALL CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421. 1 INCH 40 FEET C52 106.12 900.00 06'45'22" C53 108.01 916.00 06*4522" INSTALL 6" TYPE "C" CURB PER CITY OF ATACADER0 STD. 418. C54 57.45 916.00 03'3537" INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 C55 303.24 9'00.00 19*18'16" C56 297.84 884.00 19*18'16" INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427. C57 162.05 916.00 10*08'11 C58 45.47. 30.00 86*50'15" INSTALL WOOD BEAM BARRICADE PER ATASCADERO STD. 428. C59 45.86 30.00 87*35'17".. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17-4-00 18+00 19+00 20+00 21+00 .......... ...... ......... ........ ...... .......... ....... .................. ....... .......... ......... ----------- ............ .............. 7 Ji .... ... ......... .......... T, .2 r,'----- 2 .............. ............ ...... ....... A dw 4 J ...... D F��711 ................ `28 =803. 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OR STREET LIGHT TRENCH ABOVE CONDUIT WITH NATIVE BACKFILL LESS THAN 1/2DIAK �� i � PACIFIC BELL TELEPHONE c� I � I I I � NO SAND REQUIRED IF SCHED, 40 CONDUIT I CABLE T,V, IS USED, GAS P f IE N 4 I I I R II I I I I I 1I PUE R \W TR f . 3 I I I to ! I I I I •� � I PED, TRENCH LOC, OR ` •,,.�, I I 1 I z 25 26 27 28 1 _x ki PRI BOX LOCI _ �. _ _ _ _ I I I I I I 2� f I I II I I 1 I \ \TYPICAL STREET X SECTION .," 4I \, s" W Ir W W W \ ILEG I� -- -------- 14 WT TRACT BOUNDARY ` ,..---- �, . P �G ._ I- ._... PROPERTY LINE o RIGHT-OF-WAY EASEMENT \\ ' °' a o► WATER MAIN- 5 W \ I I II II SANITARY SEWER S 1 li EI STORM DRAIN / I 89 Esq. ---... pry^ ....... - 1 EXIST. WATER LINE �/ iy _ _ 30 1 EXIST. SAN. SEWER --� S °`�� f I � 3 32 33 34 I I , 99 � I f © f EXIST. STORM DRAIN --- —18 SD— — / I EXIST. GAS °--�°- G G -�- II li GAS MAIN G GEX. S.S. MANHOLE , II if it S.S. MANHOLE S.S. LATERAL S I i PQ ( I WATER SERVICE W WATER VALVE - 0 FIRE HYDRANT o — -- P — EX. 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