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HomeMy WebLinkAbout2001 - Traffic Way SHEET, IND EX 1 . TITLE SHEET 2. TRAFFIC WAY PLAN AND PROFILE 3. CONSTRUCTION NOTES AND DETAIL 4. GRADING PLAN LOTS 71 ---85190-96 P e LEGEND R TRACT BOUNDARY PROPERTY LINE -` RIGHT-OF--WAY - CURB BACK OF CURB GUTTER SIDEWALK �~- EASEMENT - - -- EXISTING RETAINING WALLMONO 2: 1 SLOPE EXISTING CONTOURS FINISHED GRADE CONTOURS � r WATER MAINW SANITARY SEWER __W___$" S STORM DRAIN EXIST. WATER LINE -- --8„--- W •' \ 0 EXIST. SAN. SEWER $ S _ EXIST. STORM DRAIN ---.- . � THE LAKES =--��— _ a --� EXIST. GAS G G G G TRACT2271 ' EX. S.S. MANHOLE - - - -�}-- - ---- S.S. MANHOLE '----____ S.S. LATERAL S WATER SERVICE W BENCH MARK INFORMATION �__--�_`'-- _�-___ __-----_ --_ __ _----` _-- - --�__` - - _ WATER VALVE `---- �` __- -----__ --_ FIRE: HYDRANT LOCAL ;PROJECT BENCHMARK: � `�`` ``�----._. �!`�'-==T�------_..y � '�— �` .._. . T._. ._. EX. FIRE HYDRANT - A BRASS CAP FOUND IN CITY MONUMENT WELL AT THE INTERSECTION OF FEROCARRILSTREET LIGHTROAD & CHICO ROAD. ELEVATION -- 821.74 (NGVD 29 TRANSFORMED). �AF-F"'' WA '--- pGGAS LATERAL G UTILITY TRENCH P,Ph,CTV BASIS OF BEARINGS UTILITY SERVICE SV BASIS OF BEARINGS FOR THIS PLAN IS N 56'0957" W BEING THE �" T�'� PG&E BOX NORTHEAST LINE OF THE REMAINDER PARCEL OF TRACT 2271 PHASE EXISTING PG&E BOX Tl 1 PER 19 MB 28. Q �` �`�C"� PG&E ELECTROLIER clij PAC BELL PEDESTAL 0 0 ` SSMH T T \\ SDMH , T TRACT 2 17 CLEANOUT 0 TOP OF CURB T.C. TOP OF WALL T.W. TOP OF GRATE 0 `� T.G. --" \ TOP OF FOOTING T.F. �- _ -- GRADE BREAK G.B. tivE gko \ PUBLIC UTILITY EASEMENT P.U.E. FLOW LINE FL S1. TINVERT 101 FINISHED GRADE FG CENTERLINE CL --- TOP OF DIKE TD HIGH POINT HP oC RATE DIRECTION OF SLOPE 1% Rl �. 41 cas CUL--DE-SAC r q o PROJECT MAP SCALE : 1"=200' 41 V ' R E _ I S 1 O N S TRAFFIC WAY IMPROVEMENTS NO. BY DATE DESCRIPTION 411)t I'll c on , P Z ATASCADERO Exfl-,,"i.U, ASSOCOATES , TITLE SHEET 101 _ < �.. .�� � y � N G I N E E R S I �F TAADEIZ� A ° T PLANNERS r SURVEYORS . 6.. 4 Pa ific S t ACCEPT Y:VICINITY-' MAP ,f San Luis Obispo, CA 9M1 JO R. FALKENSTIEN R.C.E. 33760 EXP, 6-30--02 DATE N.T.S. (805) 544-7407 &tv D SIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEEN': STEPHEN B. KAHN PE 42350 CITY ENGINEER L DATE KDW KDW JRF AS SHOWN 1 OF 4 DRAIN PER TRACT 2317 , GRAPHIC SCALE NEW RIGHT-OF-WAY PER TRACT 2317 IMPROVEMENTS 40 0 20 40 80 160 R = 1750.00' ( IN FEET ) � �~� .., � �� � �� � ST 12 8.�6 TO 13+3$.06 �µ L = 325.98' EDGE OF "" `',y PAVEMENT PER 1 il:xeh = 40 ft. 's'._> ' - SAWCUT ANJEMOVE D = 14'40'22" EXISTING ACVEMENT � ..,.,. TRACT 2317 IMPROVEMENTS »� w,,,� �� y w""f �.o'_""•oM.M' SI t :! nu `M.b.*uYdY,:di'^ J� ,t✓spc:'✓.✓�'•`Yy .u" eta. 12'0'42 #s , .,,.., EDGE OF EXISTING «[ ��` Y _ r 'p'y° ' . ,, "`.✓'y,.✓ wae'"� Y �I. ! 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'�'+.m>�<�.. �� "".•.. ��� �;•w � 6 AC DIKE ty ,.ate r,� a �� � L>~+ � " -x--------w x ss x �� -" c c`�', 1 7 O`.c' '� STA 9+71.13 TO 12+88.06 Q �� ~ x cct r ai .J, ` BREAK EXISTING AC PAVEMENT PARCEL 3 OF Co 78-18 -y INTO 4" CHUNKS MAX. . STA 5+86, 3 9 •� cP r�a. G� �r \ . M I '; it �',� C4 STA 1+52 END PER TRACT NEW 2317 AY t`-c INTERSECTS N ?P Nn d U r DRIVEWAY STA 10+96.99 INSTALL STORM DRAIN. INLET PER CITY OF ATASCADERO '"'"" PROPOSED CENTERLINE R = 5oaoa v �-Q C t �,... STA 2+75 BEGI��N TR TION �"�`j '`� p �-°�� f TRANSITION STD. DWG. #502 TC ELEV = 828.96 TOP GRATE = 828.46 h ', ' '` CD L = 93.49' Q� " D = 10'42'49" �p EXISTING g INV. 18 HDPE - 822.00 W LO 420 LO �yk .A OFFER OF DEDICATION qc� EDGE OF N �� �� STA 9+21.13 TO 9+71.13 � INSTALL 26 LF 18" HDPE STORM GRAIN S= 2.75 4 �-�' r�'" `� SAWcuT AND REMovE ` PER 1642 OR 370 �� �'`�_STA 6+14.82 14.05' RT EX15T{NG AC PAVEMENT 4 STA 9+91 +- INSTALL STORM DRAIN INLET PER CITY OF ATASCADERO-STD. DWG. 502 " A CONNECT TO EXISTING = END EP RETURN 3 � . 5+QQ �' R = 25.04 PARCEL 4 OF CO 78-18 TC ELEV -- 884.44 3 w 10 WATER MAIN PER INV. 18 HDPE IN = 821.29 �-- - �� L = 27,51 VERTICAL ALIGNMENT OF TRAFFIC WAY FROM STATIONS 0 _a.. Y` D = 63'03`03" _ 2+50 TO 9+21.13 ARE IDENTICAL WITH CANNON ASSOCIATES TRACT 2317 IMPROVEMENTS INV. 18" HDPE OUT = 821.19 ,a IMPROVEMENTS DRAWINGS (JOB NUMBER 970704) HORIZONTAL LOCATION OF EDGE of PAVEMENT ALONG TRAFFIC INSTALL 43 LF 18" HDPE STORM GRAIN S= 2.75 4+ .,.. � 1 WAY ONLY HAS BEEN MODIFIED AS SHOWN ON THIS PLAN. CHIC4 ROAD WAS NOT MODIFIED. � INSTALL 70 LF 30" HDPE STORM DRAIN S= 0.80 A R = 500.00' �� INV. 30" HDPE AND 18" HDPE = 820.00 6 INSTALL 5 CY 25LB ROCK RIP-RAP AT OUTLET L = 202.22' a- D = 23°10'23" 77.04 28.97 RT Q STA 5+88.05 25.84' RT /� INV. LL HDPE = 820.57 STA 5+ `-=./ INSTALL 5 CY 25LB ROCK RIP--RAP AT INLET INTERSECTION 0 BEGIN EP RETURN .. � INSTALL DRIVEWAY APPROACH PER CITY OF ATASCADERO DRIVEWAY P RC.�FI LE � STD. DWG X424 WITH AC DIKE . PLAN AND PROFILE , NOT TO SCALE V SAWCUT EXISTING A.C. 1.0 MINIMUM FROM EXISTING EDGE OF PAVEMENT OR UNTIL COMPETENT STRUCTURAL SECTION IS FOUND 1,� 40' H 1$1= 4, V .. � 25 � -- ORIZ: ERT. a. . 20 10 STA 10+97 WATER BLOWOFF PER TRACT 2317' IMPROVEMENT PLANS, ca 7 N 11 10" WATER LINE PER TRACT 2317 IMPROVEMENTS P, 00 N �' 00 J 12 TRIM EXISTING TREE TO 15' VERTICAL CLEARANCE �T t N I .r cV { s 4 P � Low OI T ELEV 828.46 _. r.. .. . .. _. .. . w..� ... r __. ._ . M ._ __.. ._. .�.�..�......,..._�.�_.w...Y..w..�..�ww. .�.��,,�...��....a... .�«...«...,.....a«,....�. ..�... ��.�....�...w...�..,�._ .w ,w......�... ........._..�..... ,......��..w...._._....�..,.._v,......�. «..�w....�..� .....�,««,.. ..�.«.�,...w.....�.,....� �_.n....���..w �._.._w..w.�..�. ..�..��....� .�.,� �... _�.._ «« w..... ."�..� �.�w..�.... �..��._,�.�.«�. 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(TYP.) 5' ,� . � ' , 5' ---- VARIES -�-__- 2�0 2% N11 TYPE "B"A.C. (TYP.) 2% (TY 2% TYP. ( '•) `., M ., , EXISTING NOTE: NEW STRUCTURAL SECTION SHALL BE BASER ? TRACT 2271 THE LAKES GROUND EXISTING STRUCTURAL SECTION ON THE "R" VALUE OF THE SUBGRADE AND A T.I. NO. BY DATE DESCRIPTION NEW STRUCTURAL TO REMAIN NEW STRUCTURAL SECTION* SECTION* '�.q INSTALL 8 WIDE A.C.ACTHE UPPER 12 OF THE SUBGRADE SMALL BE A S S C I '�" (� TRAFFIC WAY( U IMPROVEMENTS � *NOTE: NEW STRUCTURAL SECTION SHALL BE BIKEWAY TYPE "B" A.C. COMPACTED TO 95% RELATIVE COMPACTION AND 90 BASED ON THE "R" VALUE OF THE SUBGRADE AND STRUCTURAL SECTION SHALL % BELOW 12" AT.I. CF 6.0 BE BASED ON THE "R" ENGINEERS c VALUE OF THE SUBGRADE AND STATION 7+77.06 TO 14+93.95 C I O( A TA S C A D E R O' CA THE UPPER 12" OF THE SUBGRADE SHALL BE A T.I. OF 4.0 PLANNER S ACTION AND 90 /^ COMPACTED TO 95q RELATIVE COMP SURVEYORS f � BELOW 12" ACCEPTED BY: -�` 364 Pacific Street kM „•, STATION 2+75 TO 7+77.06 San Luis Obispo, CA 93401 J0 R. FAL EN TIEN R.C.E. 33760 EXP. 6-30-42 DATE (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: . . . . . . . STEPHEN B KAHN PE 42350 CITY ENGINEER DATE KDW KDW JRF AS SHOWN 2 'pF 4 1. STANDARD GRADING NOTES SUBDIVISION IMPROVEMENT PLANS I IPM10 MITIGATION MEASURES I. GRADING I. CONSTRUCTION NOTES Il. 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 1. THE CONTRACTOR SHALL FURNISH SUPPLIERS' FILL AREAS HAS THE POTENTIAL TO REDUCE FUGITIVE DUST EMISSION BY 80%. 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 UTILITIES 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. OF SO. CALIF. D. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY 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 C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO ASSISTANCE FROM THE RESPECTIVE UTILITIES. ALL UTILITIES NOT A MEMBER OF STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE COMPANIES AT LEAST 4$ HOURS BEFORE BEGINNING RECORDS AND ARE APPROXIMATE ONLY. THE CROSSING 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 SHOWN 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 D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED V 800-64 -2444 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) 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 $05-543--7868 WHERE WATER MAINS CANNOT BE °MAINTAINED WITH AT FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES. COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY SOUTHERN CALIF. GAS CO. - MEMBER USA OR 805--964-7821 LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE FROM 4. FILL MATERIAL SHALL BE PLACED AS SPECIFIED IN THE SOILS REPORT. IN NO ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. THE UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE E. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES CASE SHALL LAYERS EXCEED 8 IN COMPACTED THICKNESS. IT SHALL BE PLACED AT PACIFIC GAS & ELEC. CO. - MEMBER USA OR 805-434-4429 PLANS, THE ENGINEER SHALL BE NOTIFIED AND THE GREATER THAN ONE MONTH AFTER INITIAL GRADING SHOULD BE SOWN WITH A FAST THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN SONIC CABLE TELEVISION 805--544-1962 WATER MAiN DEPTH WILL BE ADJUSTED TO MEET THE GERMINATING NATIVE GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED. " ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT CITY OF ATASCADERO 805-461-5035 NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. AMWC BY ASTM D 1557-65T (MODIF! D TO 3 LAYERS). BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE MUST ALSO BE NOTIFIED AND APPROVE ANY CHANGE OF F. ALL DISTURBED SOIL AREAS NOT SUBJECT TO REVEGETATION SHOULD BE ATASCADERO MUTUAL WATER CO.- MEMBER USA 805-466-242$ STABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER 5. THE CUT AREAS OF BUILDING PADS WITH TRAVERSING CUT/FILL DAYLIGHT LINES AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE E. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND PLANS OR SPECIFICATIONS. METHODS APPROVED IN ADVANCE"BY THE A.P.C.D. WILL BE OVEREXCAVATED AS REQUIRED BY THE SOILS ENGINEER AND THE BACKFILL COMPACTION. THE SITE HAVE BEEN BROUGHT TO SUBGRADE. BROUGHT TO GRADE AT THE SAME TIME AS THE FiLL. THIS PROCEDURE SHALL APPLY K. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES UNDERNEATH THE BUILDING AREA AND A MiNIMUM DISTANCE OF 5 FEET BEYOND THEIR F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN AND APPURTENANCES ARE APPROXIMATE. WHERE G. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE III, SEWER CONDITIONS COMPLETED AS SOON AS POSSIBLE. IN ADDITION, BUILDING PADS SHOULD BE LAID AS EXTERIOR PERIMETER. COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE CONNECTIONS TO EXISTING LINES ARE TO BE MADE, AS SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED. .Fr � REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER 6. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROW ALL STRUCTURES ATA A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH SHAWN THE PLANS, CONTRACTOR SHALL EXPOSE THE MINIMUM OF 2% FOR A MINIMUM OF 5 FEET. CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE �• EXISTING LLINE AND NOTIFY THE ENGINEER OF LOCATION IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN GRADE IN PAVED AREAS AND TO 6 ABOVE FINISH GRADE ELEVATION AND TYPE OF PIPE AND/OR FITTINGS PRIOR H. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 7. FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL. THE FINAL INSPECTION IS MADE. IN UNTRAVELED LANDSCAPED AREAS. TO ANY CONSTRUCTION. MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTION SITE. 11 � B. SANITARY SEWER PIPE SHALL BE PVC: GRAVITY SEWER SHALL CUT SLOPES SHALL CONFORM TO PLAN SPECIFICATIONS. 1. 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 L. PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN 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 SERVICES AND RELATED FITTINGS ARE INSTALLED BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. PROPERLY AND ALL METER BOXES ARE SET TQ PROPER VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF TRAILER) IN ACCORDANCE WITH BE IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS C.V.C. SECTION 23114. THIS MEASURE HAS THE POTENTIAL TO REDUCE PM10 EMISSIONS 9. ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE PLANTED H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND ASTM 3034, GRADE. NOPERMANENT CONNECTIONS TO EXISTING BY 7 - 14%. WITH PERENNIAL VEGETATION. VEGETATION SHALL BE DENSE AND GROWING PRIOR TO FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND WATERLINES SHALL BE MADE UNTIL ALL PRESSURE FINAL INSPECTION OR BEFORE THE NEXT RAINY SEASON, WHICHEVER COMES FIRST. OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR FORCE MAIN PIPE SHALL BE EITHER DUCTILE IRON OR TESTING AND BACTERIA TESTING IS COMPLETE. J. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS LOCATION WHERE SHOWN iS APPROXIMATE. THE CONSTRUCTION CONTRACTOR PVC CLASS 200 (AWWA C-900). TEMPORARY CONNECTIONS MAY BE ALLOWED FOR CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERS W 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 CONSTRUCTION PURPOSES, HOWEVER, PROPER BACKFLOW LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PROTECTION DEVICES WiLL BE REQUIRED. SHOULD S USED WHERE FEASIBLE. THIS MEASURE HAS THE POTENTIAL TO REDUCE RECLAIMED WATER 11. ALL UNPAVED FINISHED GRADE ELEVATIONS SHALL BE MINIMUM OF 6" BELOW FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. PM10 EMISSIONS BY 25 -- 60%. FINISHED FLOOR. THE CITY OF ATASCADERO STANDARD DRAWINGS N0. 606, M. THE ATASCADERO MUTUAL WATER COMPANY IS TO BE 607 605 AND 603 RESPECTIVELY. 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE D. THE CONTRACTOR SHALL PROVIDE AS--BUILT INFORMATION 12. ALL UNSUITABLE SOIL, MATERIALS, ASPHALT, CONCRETE, RUBBISH AND DEBRIS 1. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF NOTIFIED AF ALL WORK INVOLVING SHUTTING OFF WATER 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 AT ANY TIME FOR ANY REASON. LINES SHALL BE EXCAVATED MATERIAL. THE PLAN SHALL BE A WRITTEN DOCUMENT STATING THE JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN ACCORDANCE SERVICE ALERT U.S.A. AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE AS TO EXACT LOCATION BY CENTERLINE STATION AND PRESSURIZED AND PROTECTED FROM BACK-FLOW WITH APPLICABLE REGULATIONS. START OF EXCAVATION)AND SHALL VERIFY THE LOCATION OF ANY KNOWN DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO METHOD TI TRANSPORT, ESTIMATED TRIPS PER DAY, ESTIMATED QUANTITIES PER UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE CROSS THE EASEMENT OR STREET RIGHT-OF--WAY LiNE AS ENTER LINES. THE ATASCADERO MUTUAL WATER COMPANY DAY, DESTINATION OF MATERIALS AND PROPOSED METHODS OF DUST CONTROL 13. INSTALL DRAINAGE STRUCTURES PER MANUFACTURER'S SPECIFICATIONS. DURING TRANSPORT. PRESENT DURING EXCAVATION. WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE SHALL OPERATE ALL VALVES IN THE ACCEPTED SYSTEM. 14. THE CONTRACTOR SHALL EMPL6Y ALL LABOR, EQUIPMENT AND METHODS REQUIRED PURPOSE OF PROVIDING THE ENGINEER WiTH A BASIS FOR N. BEFORE ANY PRESSURE TESTING IS DONE FOR 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 INSPECTION, THE SYSTEM MUST BE COMPLETED PER ACAL R MITIGATION M PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE RiGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION CLEARLY ON TME CURB FACE WITH A STAMPED S . TO PERSONS OCCUPYING BUILDINGS iN THE VICINITY OF THE JOB SITE. THE CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF ATASCADERO MUTUAL WATER COMPANY STANDARDS; ALL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING E. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE SERVICES INSTALLED AND TO GRADE. ALL MAIN LINE FROM HIS OPERATION. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL CONSTRUCTION. SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER CONTROL VALVES MUST HAVE CHAMBERS SET TO GRADE. Instructions for removal of surface and subsurface artifacts in accordance with phase 2 archaeological study (Gibson October RELIEF IS GRANTED BY THE GRADING INSPECTOR. V COMPACTION CERTIFICATION. ALL BLOW-OFF, AIR VALVES AND FIRE HYDRANTS MUST BE 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 INSTALLED. FINAL PRESSURE TESTING SHALL BE DONE 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 AT THIS POINT. CHLORINATION OF COMPLETED SYSTEM FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND THAT PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY TELEVISED. 11 HE SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL REQUIRES 4$ HOURS BEFORE FLUSHING. CHLORINATED 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 THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT WATER MUST BE REMOVED. BACTERIA TESTS WILL TAKE A 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 !N THE WORK FROM THE PLANS. THE IV. STORM DRAIN CONDITIONS MINIMUM 48 HOURS. 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 AREINFORCED CONCRETE PIPE (RCP) MATERIALS AND original site and isolated artifact boundaries as black dashed lines. The red lines show the site boundaries based on the SATISFACTION OF THE INSPECTOR. A. 0. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL subsurface testing program. . 16. OFFSITE GRADING OR OTHER CONSTRUCTION WORK WILL NOT BE PERMITTED INSTALLATION SHALL COMPLY WITH THE REFERENCED CONTINUE DAILY UNTIL TWO (2) CONSECUTIVE DAYS OF 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 PASSING WITH A MINIMUM OF 48 HOURS FOR EACH TEST. 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 THIS IS A TIME CONSUMING PROCEDURE iF TESTS ARE surface artifacts. All grading and trenching to depths of 5 feet should be monitored by a qualified archaeologist and Native 17. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION R PROPER URRESETTING PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING BOTH INSIDE AND OUTSIDE. American to recover an isolated artifacts that may be unearthed. If an concentrations of artifacts, or ovens, hearths, OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS POSITIVE AND COULD RESULT IN 48 HOURS OF Y Y Y DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE B. DROP INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RECHLORINATION BEFORE RETESTING. WATER METERS WILL etc• are unearthed, works should halt until the discovery can be evaluated and appropriate recommendations made. LAND SURVEYORS ACT AT THE CONTRACTORS EXPENSE. MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE THE CITY OF ATASCADERO STANDARD DRAWING 502. BE INSTALLED ONLY ON AN ACCEPTED SYSTEM. DESIGN ENGINEER. GRATES SHALL BE ADEQUATE FOR STATE OF CALIFORNIA HS-- 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 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. 11 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" P. ALL TAPPING OF EXISTING MAINS SHALL BE PERFORMED 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. BY ATAS. MWC, CHARGED AT THE STANDARD RATE IN EFFECT D. PVC SHALL BE SDR 35 WITH INTEGRAL SOCKET END FOR AT THE TIME THE TAP IS MADE. SLO--1875. The eastern area of this site can be mitigated by excavation of three 2 by 2 meter units excavated at each . 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 end and center of this area. They should be screened with 1/16" mesh screen. C--14 dates should be obtained for both GASKETED JOINT AND FITTINGS,, AS NECESSARY TO REVEAL A COMPETENT STRUCTURAL SECTION. EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND ASSEMBLY. shell and bone (using AMS techniques if necessary). After the mitigation, normal compaction and other grading can occur ENGINEERING DEPARTMENTS PRIOR TO FINAL INSPECTION. JOINTS SHALL BE IN CONFORMANCE WITH THE APPLICABLE Q. ALL WATERLINE AND APPURTENANCE INSTALLATION SHALL and should be accompanied by archaeological monitoring described above. � 21. EARTHWORK QUANTITIES : REQUIREMENTS ASTM 3034. BE INSPECTED BY AMWC. CUT : 0 CUBIC YARDS 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 passible. Probably the area of SLP 1 and 2 is FILL : 1650 CUBIC YARDS RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. V. WATER MAIN CONSTRUCTION NOTES VI. EMERGENCY ACCESS the most intact and contains the most dense concentration of cultural materials. In general the western area of this site EARTHWORK QUANTITIES ARE BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND A. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND can be mitigated by excavation of five 2 by 2 meter test units space over the entire area. They should be screened with NI GRADES AS SHOWN ON THE PLAN. EARTHWORK P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES !N THE LINE OR THE SITE HAVE BEEN BROUGHT TO SUBGRADE, AND A. iN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES 1'16" mesh screen. C-14 dates should be obtained for both shell and bone (using AMS techniques if necessary). After the fi SURFACE AND PROPOSED FINISH GR COMPACTION CERTIFICATION. DURING WET WINTER MONTHS, THE CONTRACTOR SHALL MAKE mitigation, normal compaction and other grading can occur and should be accompanied by archaeological monitoring QUANTITIES 'ARE PROVIDED FOR PERMITTING PURPOSES ONLY. NO WARRANTY IS GRADE HE SHALL BRING iT TO THE IMMEDIATE ATTENTION OF THE DESIGN described above. EXPRESSED OR IMPLIED FOR THEIR ACCURACY. SHRINKAGE, CONSOLIDATION, AND lo ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR CLEARING LOSS FACTORS HAVE NOT BEEN INCLUDED. CONTRACTOR SHALL MAKE HIS I THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL EMERGENCY VEHICLES. 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 FOOT flF VERTICAL CLEARANCE, UNLESS OTHERWISE B. FIRE PROTECTION IS TO BE PROVIDED PRIOR TO geomorphologist and archaeologist to better document the land form of the lower component. The Lakes project area 22. AGGREGATE BASE AUTHORIZED ON THE PLANS. CONSTRUCTION OF ANY BUILDINGS PER THE 1988 EDITION contains complex subsurface trenching for underground utilities. Monitoring of subsurface trenches for artifactual materials Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY ATE BASE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION OF THE UNIFORM FIRE CODE. DIVISION 111, SECTION and features, and for alluvial sedimentological data (mapping of paleochannel deposits and stratigraphic relationships) would A. AGGREGATE C. ALL WATER MAIN FITTINGS, TEES, VALVES, BENDS, 10.301 C, WHICH REQUIRES THAT WATER MAINS AND proved significant information on the Lakes project stratigraphy. Findings may be important to determining antiquity of OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION ETC., SHALL HAVE FLANGE CONNECTIONS WITH ANY cultural items, paled-environmental information for landscape reconstruction, and encountering further potential SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE HYDRANTS SHALL BE OPERABLE AND TESTED. AN ACCESS culturaliarchaeological resources. B. AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM PLACEMENT OF BASE. ADJACENT FITTINGS. ALL GATE VALVES SHALL BE ROAD WITH 6" OF AGGREGATE BASE ROCK WITH A MINIMUM 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. WIDTH OF 24' FOR FIRE TRUCKS MUST BE KEPT OPEN AT * Monitoring of trenching may also result in collection and processing of earth materials for age dating - charcoal in COMPACTION OF 95%. R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE ALL TIMES. A PORTION OR SECTION OF WATER LINES MAY 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 ANCHOR BE PUT INTO OPERATION FOR FIRE PROTECTION.23. ASPHALT : SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING #426 AND AS REQUIRED • 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. AIR RELEASE VALVES, THRUSTBLOCKS AND ALL OTHER WATER analysis of soil chemistry. Findings of soil work may be significant to archaeological questions of antiquity and ancient A. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH {and-use character, and also aid other efforts to understand soil processes and human ecology. 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-WAY ATASCADERO MUTUAL WATER COMPANY STANDARD DRAWINGS. VII. LANDSCAPE CONDITIONS CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF-SITE 1992 EDITION. EPVC PIPE SHALL BE CLASS 2D0 AND SHALL CONFORM TO A. ALL COMMON LANDSCAPE, IRRIGATION, WALKWAYS AND SLO�-1$76. The western half of this site where STP 1 was excavated can be mitigated by excavation of three 2 by 2 meter E.PROPERTY OWNER. units excavated at each end and center of this area west of the barns and other structures The should be screened 24. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED MEET THE REQUIREMENTS OF A.W.W.A. SPECIFICATIONS FENCING SHALL BE INSTALLED ACCORDING TO PLANS ( )• y he CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA. T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CiTY COMMUNITY C900 FOR 12 INCHES AND SMALLER. PRIOR TO FINAL APPROVAL OF PHASE 1 IMPROVEMENT with 1mesh screen. C-14 dates should be obtained for both shell and bone (using AMS techniques if necessary). DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR PIANS. After the mitigation, normal compaction and other grading can occur and should be accompanied by archaeological BENCHMARK: SEE SHEET No.,m1 FOR BENCHMARK 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 monitoring described above. PRIOR TO PERMIT ALL TREES SHALL BE FENCED WiTH METAL T-BAR AND ORANGE GRADE. 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. G. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION VIII.- NOISE MITIGATION 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 A. A NOISE MITIGATION PLAN FOR THE AMWC RIVER WELLS conduct some subsurface testing in the eastern half depending on the proposed impacts to the area. it is assumed this 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 VALVES, TEE AND OTHER FITTING, METERS, AND OTHER SHALL BE DEVELOPED AND APPROVED BY THE COMMUNITY this testing project because it was outside the residential area. If this changes, additional testing may be necessary before It.u- � CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE g p � g g Y Y AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING DEVELOPMENT DEPARTMENT PRIOR TO FINAL. APPROVAL OF mitigation guidelines are developed. THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OFTHE ENGlNEER WITH A BASIS FOR AS-BUILT DRAWINGS. PHASE I IMPROVEMENT PLANS. IS REQUIREMENT SHALL BE MADE TO A W�� SHALL BE CLEARLY MARKED ON THE CURB FACE FOR SLO--1874 contains two components. This entire area is within the residential development area. As designed, there was ALL PERSONS AND PROPERTY, AND THAT TH I � APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE SERVICE LOCATION. concern about the necessity of soil compaction due to projected fill that was to be place on this area. Based on the iI. INSPECTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE subsurface testing, it appears as if the lower component is 18" to 24" below the exiting surface. 1. CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EACH PHASE OF CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED !N CONNECTION WITH "THE PERFORMANCE OF WORK 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. ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE 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. Ibelow 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 "" 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. TRAFFICry ' 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 ", ,", w lower component. After the mitigation, normal compaction and other radia can occur in the 18" to 24". No major e P g p grading j TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR '°' " , ,„" �.. � t 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 =" , �' ' NECESSARY_ PERMITS, FEES, BONDS OR CHARGES IN CONNECTION WITH THE ,, s � � ,.R� � ", monitoring described above. WORK SPECIFIED HEREWITH. GRANTED BY THE CITY ENGINEERING DEPARTMENT. . � � ,' " ,;: e: 's ,;?,� r f"; I;? 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 F �,L, I potential impacts such as dirt bikes, miscellaneous excavation or dumping from residents nearby. If any extra soil is III. INSURANCE AND SAFETY OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. '' " . �,f "_' ` ''; generated from the Lakes project,ect, the SLO-1877 could be capped or possible fence to protect it. If capped, it could be � ;� ��. r g p pP p P pp 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 CONTRACTOR. THE X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE " "€;� ' ' CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY POSTMASTER AND THE CiTY COMMUNITY DEVELOPMENT DEPARTMENT. .^s" DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR �77 " 77 E I I (� S 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 `' TRAFFIC WAY IMPROVEMENTS STANDARDS, LAWS AND REGULATIONS. PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER APPLICABLE NO. BY DATE DESCRIPTION 2. THE CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND EFFECT UP TO THE CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ,r= DATE OF FINAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFOR, c on I e, A pp RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS, Q � STANDARD NOTES 1. WORKER'S COMPENSATION INSURANCE IN ACCORDANCE WiTH ALL APPLICABLE STANDARDS. 2. PRODUCTS AND COMPLETED OPERATIONS INSURANCE 3. COMPREHENSIVE LIABILITY INSURANCE E N G I N E E R S CITY OF TAS A D E R 0, CA 1. a 3. LIMITS OF INSURANCE, CLAUSES, AND ADDITIONALLY INSURED PARTIES L A N N E R S ° SHALL BE TO THE SATISFACTION AND APPROVAL OF THE OWNER PRIOR TO SURVEY 0 R S / /r / ..11 , r , 0/ THE START OF CONSTRUCTION. I a �Z- 1' - Z 11 364 Pacific Street San Luis Obispo, CA 93401 JOHN R. LKENSTiEN R.C.E. 33760 EXP. 6-30-02 DATE (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: SCALE: SHEET: KDW KDW JRF 000209 NO SCALE 3 OF 4 ,f REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY I DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3Z1 O92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3Z1 O92 121 2" 1-12" BATTER1,,,� NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18" Q.C. PLACED 1-1/2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE . NOTED. BA IN FLOORS SHALL HAVE WOOD FLOAT FINISH AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS T— SAME SLOPE OUTLET PIPE.. USE CLASS "A" P.C.C. FACE ANGLE TO EXTEND A 6" HEIGHT AS GUTTER FULL WIDTH OF BOX.. . y�P :t 111 t 7„" 1 4 3" L©� tNES "tr 3" MIN . " H A A " »COgIy ASP 12x g" /2" � O�...` ' 1 5 ,�.. 36 I AL MEN 16 MrIPCCRETE MAX 36r 2' 11-3/8 R SIpN '•'� P SAL MIN 12, MAX D1K f AVEMEtV 0 E 3" MIN 7CLA SS it A ILH�l 11 BASE t 2-8" t CURB SCORING LINE PLAN EEKEE01vP MEW ESS JQN .A-A NO SCALE „ H t: 1/4 8'-0" OR LESS 6 " 8'--1" TO 20'--0' 8" 1/4" RADIUS � 1/4" RADIUS � " " ,. VARIABLE HEIGHT TABLE ANGLE TO L2-i/2 x 2-1/2 x 1/4 1/4 MATCH 2" 1/4 TYP. CURB FACE -1/2" 0 0 18" O.C. 2" MIN. TYPE "B" 6' 5-1/2" A.C. SURFACE SEE DWG. NO. 418 MIM2% FOR DIKE DETAILS n EAQE AN A„ �I t � NOTE:f FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF A.C. BERM IN 6" MIN. CLASS I! AGG. BASE BE DIPPED OR PER STATS STD. PLAN D77-B RURAL AREAS PAINTED IN DETAIL "B" ONLY COMMERCIAL QUALITY ASPHALTUM PAINT. 3 1/2"x 1/2" DROP SLOPE 2" CONC. CURB DETAIL "B"'"ti- -»-I I,3" MIN. o ti 1�t ' .p A:1/211' 11 J �•' •J• r '�0,• •• ♦ A•;••` SECTION FOR USE WITH 24" WIDE GRATE s. 2'-2" � (24" — 1'--11 5/8") � EXPANSION •. .~ 2-Di JOINT 3 MIN' * PAVING MAY BE REQUIRED BEYOND THE R/W LINE IF NECESSARY TO n L4"x3"x1/2" CONTROL SILTING OF THE GUTTER it WINO IBAU51IIOU PLAN u NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3" MIN. 3'- 5 3LB I CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE P.C. CONCRETE MAY BE USED AS AN ALTERNATIVE PER DRAWING NO. 4t3 TYPICAL FRAME I A DESIGN APPROVED BY THE CITY ENGINEER. DRAWN BY' CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. a.A.L, ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: DESIGNED BY: S.J.S. DA"m- 92 STORMDRAIN INLET ;�(�► D• TE: DRIVEWAY APPROACH 424 FILE NAME: FILE NAME:2 2 /92 WITH AC DIKE AT502.DWG A 4 4.DWG xy Y A t Y 15 S &,p, 6/1—)`i fin, F.. a+a'x � i, 0. �, & }ar`4 iw• „,e" '�Cw.'n ai'/,z� RE Y IS10N +...+ amon 0. B Y N DESCRIPTION WAY DATE E ESCR N 1 A S O C o A T CONSTRUCTION DETAILS ENGINEERS Y ATASCADERO, CA P L A N N E R S S U R V E Y O R S 364 Pacific Street D ATE San Lute Obispo, CA 93401 JO (805) 544-7407R. FALKENSTIEN R.C.E. 33760 EXP. 6--30--02 DATE DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: KDW KDW JAF 970704 N/A 4 of 4 1X Y