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Home My WebLink About2007 - Various Streets -------------- CITY OF ATAS'd� CAwuw"6hER0 , COUNTY OF SAN LUIS OBISPO , STATE OF CALIFORNIA OWN" GENERAL NOTES: SURVEY DATA. LEGEND: T INDEX: ------------------ V B. DURING THE CLEARING,EARTH MOVING,AND GRADING PHASES OF THE PROJECT WATER TRUCKS OR SPRINKLER :N 1. I'�CONSTRUCTION SMALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED BY THE CITY ENGINEERING SYSTEMS SHALL BE USED IN SUFFICIENT QUANTITIES TO PREVENT DUST FROM LEAVING THE SITE. IN ADDITION,THE ENTIRE 1 TITLE SHEET DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING LEVA �I NS SHOWN HEREON ARE EXPRESSED IN U.S.SURVEY FEET AND ARE REFERENCED TO THE CITY OF PROPOSED EXISTING CONSTRUCTION.ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY'S AREA OF DISTURBED SOILS SMALL BE WET DOWN DURING THE EARLY MORNING HOURS AND AT THE END OF EACH DAY IN ATASCADERO ELEVATION DATUM.THIS SURVEY TIED TO SANITARY SEWER MANHOLE RIM ELEVATION AS REFERENCED 2 DEMOLITION PLAN DROP INLET ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK ANO EXPENSE. SUCH A MANNER AS TO CREATE A CRUST. BY THE PLAN AND PROFILE VIEW OF GRAVITY SEWER IN EL CAMINO REAL ADJACENT TO APN#049-1342-418.AN STREET IMPROVEMENT PLANS C. AFTER THE COMPLETION OF THE CLEARING,GRADING,OR EXCAVATION PHASE,THE ENTIRE AREA OF DISTURBED SOILS SHALL ELEVATION OF 852.$4'WAS USED. 3 EL CAMINO REAL:STA 96+75.00 TO STA 101+50.00 BE TREATED IMMEDIATELY BY WATERING TO PREVENT WIND PICK-UP OF THE SOIL. THIS MAY BE ACCOMPLISHED BY ONE OF _..._.__._...m.-._..--.. _�_._...._............. 2. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS AND ALL CURB&GUTTER 4 ROAD A:STA 1+00.00 TO 5+50.00 WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. THE FOLLOWING METHODS: lagFo INt'�: 1. THE SEEDING AND OR WATERING OF THE SITE UNTIL SUCH TIME AS THE GROUND COVER HAS TAKEN ROOT. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EASTERLY LINE OF PARCELS 17-A&19-24 BETWEEN FOUND 5 ROAD A: STA 5+50.00 TO 9+34.49 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS SECTION 4.03, 2. THE SPREADING OF SOIL BINDERS. MONUMENTS AS SHOWN ON MAP FILED IN MAP BOOK 3AC AT PAGE 66 OF OFFICIAL RECORDS,SAN LUIS OBISPO ASPHALT DIKE 6 ROAD E: STA 9+34.49 TO 12+44.42 ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE 3. THE WETTING DOWN OF THE AREA IN SUCH A MANNER AS TO CREATE A CRUST ON THE SURFACE AND THE REPEATED COUNTY,THAT BEARING BEING N 33017"00"W. 7 ROAD B: STA 1+00.00 TO 5+17.34 LOCATION AND SOURCE OF MATERIAL. SOAKING OF THE AREA,AS NECESSARY,TO MAINTAIN THE CRUST AND PREVENT SOIL BLOWING. D. DURING THE CONSTRUCTION PHASE OF THE PROJECT,WATER TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP ALL EDGE OF PAVEMENT oil 8 ROAD C: STA 1+00.00 TO 1+86.19 4. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED BY THE CITY AREAS OF VEHICULAR MOVEMENT DAMP ENOUGH TO PREVENT DUST RAISED FROM LEAVING THE SITE. AS A MINIMUM,THIS 9 ROAD D. STA 1+00.00 TO 3+62.94 ENGINEERING DEPARTMENT. SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY WILL INCLUDE THE WETTING DOWN OF SUCH AREAS IN THE LATE MORNING HOURS AND AT THE CLOSE OF EACH DAY'S MAJOR CONTOUR tom"""--------,--- ..............(100)..................... 10 ROAD F: STA 1+00.00 TO 1+86.56 VICINITY MAP: ..... THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. ACTIVITIES. INCREASED WATERING WILL BE REQUIRED WHENEVER THE WIND SPEED EXCEEDS 15 MILES PER HOUR. DELI IMPROVEMENT PLANS E. THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TO MONITOR THE DUST CONTROL PROGRAM AND MINOR CONTOUR tot ...... ....................{tot>..........-.....,..... 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95%IN THE ROADWAY PRISM BETWEEN TO ORDER INCREASED WATERING AS NECESSARY TO PREVENT THE TRANSPORT OF DUST OFF-SITE. THIS PERSON'S DUTY 11 ROAD A: STA 1+00.00 TO 5+50.00 FINISHED SU13GRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED SHALL INCLUDE HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THE NAME AND TELEPHONE WATER VALVE y 12 ROAD A:STA 5+50.00 TO 9+34.49 ABOVE AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90%RELATIVE.COMPACTION. NUMBER OF SUCH PERSON OR PERSONS SHALL BE PROVIDED TO THE COUNTY OF SAN LUIS OBISPO BUILDING DEPARTMENT. 13 ROAD E: STA 9+34.49 TO 12+44.42 F. ALL EARTH MOVING VEHICLES,HAULING TO AND FROM THE SITE,SHALL BE COVERED WITH A TARP, FIRE HYDRANT ilk 14 ROAD B:STA 1+00.00 TO 5+17.34 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS,WHEN COMPLETED,ARE IN CONFORMANCE WITH G. THE REQUIRED DUST CONTROL BOND WILL NOT BE RELEASED UNTIL THE SITE GRADING HAS BEEN SEEDED OR A SOIL BINDER THE APPROVED PLANS PRIOR TO THE REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER APPLIED TO THE SATISFACTION OF THE COUNTY. �',� WATER METER 15 ROAD C:STA 1+00.00 TO 1+66.19 CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD H. ANY TEMPORARY STOCKPILES OF EARTH OR DEBRIS SHALL BE APPROVED BY THE COUNTY AND SHALL NOT OBSTRUCT 16 ROAD D:STA 1+00.00 TO 3+62.94 DRAWINGS SHALL.BE PRESENT WHEN THE FINAL INSPECTION IS MADE. DRAINAGE MANHOLE ®; 17 ROAD F:STA 1+00.00 TO 1+86.56 7. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT AND START OF 18 GRADING AND DRAINAGE PLAN: LOTS 1-5, 55-56,61-62 CONSTRUCTION. TRAFFIC CONTROL REQUIREMENTS: ® JUNCTION POLE � 19 GRADING AND DRAINAGE PLAN: LOTS 6-13 1. THE ENGINEER OF WORK SHALL BE RESPO-14SIBLE TO ASSURE THAT THE APPROPRIATE EXISTING TRAFFIC CONTROLS REMAIN IN d SANTA CR �R UTILITY GUY 20 GRADING AND DRAINAGE PLAN: LOTS 14-23 8. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JOB SITE.HOWEVER,ALL PLACE AND FUNCTIONAL DURING ALL CONSTRUCTION PHASES. � SITE 21 GRADING AND DRAINAGE PLAN: LOTS 24-26 EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION STREET LIGHT =::s WHERE SHOWN IS APPROXIMATE_ THE CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 2. NO WORK SHALL COMMENCE WITHOUT THE CONSTRUCTION SIGNS INSTALLED AND OTHER NECESSARY TRAFFIC CONTROL CJ C) 22 GRADING AND DRAINAGE PLAN:LOTS 27-34 COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND DEVICES ON SITE. 2 �'9y STREET SIGN e.. 23 GRADING AND DRAINAGE PLAN: LOTS 35-46 FOR PROTECTING THEM DURING CONSTRUCTION. 9 "a''�` 24 GRADING AND DRAINAGE PLAN: LOTS 47-54, 57-60 TRANSFORMER WORKDAY THERE SHALL NOT BE A DRC '-OFF ALONG THE EDGE OF TRAVELED WAY GREATER THAN 25 COMPOSITE UTILITY PLAN 0. � � ; 9. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR 3. AT THE CONCLUSION OF EACH "LOW SHOULDER"SIGNS SHALL BE PLACED ALONG THE TRAVELED WAY,WHERE THERE IS A DROOP-OFF.DROP-OFFS GREATER � WIRE PULL BOXES 26 EROSION CONTROL PLAN SHALL CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-8M227-2600 TWO TO TEN DAYS PRIOR TO THE START OF THAN 0.15'WILL REQUIRE EITHER: EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF A. BACKFILLING THE DROP-OFF TO A EMM40"4:1 SLOPE. GAS METER ® 27 CROSS SECTIONS EL CAMINO REAL EACH COMPANY WILL BE PRESENT DURING EXCAVATION. B. PROVIDING APPROPRIATE STEEL PLATES OVER EXCAVATION. CAMINO DEL ROBLES 28 CROSS SECTIONS EL CAMINO REAL C. PROVIDING TEMPORARY CONCRETE RAILING ALONG THE WORK ZONE IN CONFORMANCE WITH THE SPATE ELECTRICAL PANEL . 29 WALL"A"PROFILE 10. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY,FOR BOTH SEWER AND STANDARD PLANS AND SPECIFICATIONS. ROAD CONSTRUCTION AND THE INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF EXCAVATIONS BEYOND EIGHT FEET FROM THE TRAVEL.WAY MAY UTILIZE PORTABLE DELINEATORS AT APPROPRIATE SPACING � 30 WALL"B"&"C"PROFILES CONSTRUCTION. ALONG WITH"OPEN TRENCH"SIGNS. le, TREE TO BE REMOVED 31 WALL"D"�c"E"PROFILES 11, THE-CITY INSPECTOR,ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT,MAY REQUEST REVISIONS IN 0- r` � 32 WALL"F"&"G"PROFILES THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED '� ALL PAVED TRAVELED-WAY SURFACES SHALL BE RESTORED TO AN ALL-WEATHER TRAVERSABLE CONDITION AT THE END OF EACH • 33 TRAFFIC CONTROL PLAN BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT THE CONTRACTOR TO DEVIATIONS WORKDAY. �101� PROJECT BOUNDARY&ROW �••r.rr.re 34 SIGNING AND STRIPING PLAN IN THE WORK FROM THE PLANS. THE CONTRACTOR SHALL.REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE � NTS LOT LINE&ROW 35 STORM DRAIN PROFILE-EL CAMINO REAL SATISFACTION OF THE INSPECTOR. 5. PEDESTRIAN ACCESS SHALL BE AFFORDED THRCDUGH THE WflRfC AREA ON COUNTY ROADS,IN URBAN AREAS,EITHER BY '� SAWCUT LINE - - ------ -- PROVIDING NECESSARY FACILITIES FOR SAFE AND VIABLE ACCESS OR BY PROVIDING APPROPRIATE ADVANCE WARNING TO 36 TREE PROTECTION PLAN RN EASEMENT 12. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT,COMPLETE,AND ACCURATE RECORD OF ALL CHANGES PEDESTRIANS TO UTILIZE ALTERNATE ROUTES. BICYCLE ROUTES AND LANES,WHEN IMPACTED BY CONSTRUCTION,SHALL BE CENTERLWE � 37 DETAIL SHEET WHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE SIGNED TO AFFORD SAFE PASSAGE THROUGH THE WORK ZONE OR TO DESIGNATED ALTERNATE ROUTES.FOR BOTH NEW FENCE CHAIN 0 38 DETAIL SKEET OF PROVIDING THE ENGINEER WITH A 13ASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR PEDESTRIANS AND BICYCLES,SURFACES SHALL BE MAINTAINED FREE OF LOOSE DEBRIS OR GRAVEL. EXISTING FENCE CHAIN - F, . :. 39 DETAIL SHEET APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. NEW FENCE WIRE X X X X X 6. NO CONSTRUCTION EQUIPMENT OR MATERIALS SHALL.BE PARKED OR STORED WITHIN SIX FEET OF THE TRAVELED WAY,WHENEXISTING FENCE WIRE 40 DETAIL SHEET 13. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE R VALUE OF EXISTING SOIL AND A CONSTRUCTION EQUIPMENT OR MATERIALS ARE STORED WITH IN THE RIGHT-OF-WAY ARE FURTHER THAN 6 FEET OFF THE SHEET KEY' FOR STREET UTILITY PLANS. NEW FENCE WOOD0 ❑ 0 41 DETAIL SHEET TRAFFIC INDEX DESIGNATED BY THE CITY ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. TRAVELED WAY,AND THE SHOULDER AREA SHALL BE SIGNED AS CLOSED AND PORTABLE DELINEATORS USED TO MARK A TAPER EXISTING FENCE WOOD _ 42 DETAIL SHEET IN ADVANCE OF THE MATERIAL OR EQUIPMENT, EXISTING WALL SWA WALL DESIGN SHEET 1 14. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF EROSION CONTROL APPROVED BY THE CITY MASONRY WALL SW-2 WALL DESIGN SHEET 2 COMMUNITY DEVELOPMENT AND ENGINEERING DEPARTMENTS. GRAVITY WALL UTILITIES. NEW WATERLINEWLR... •- ,-WLR SW-3 WALL DESIGN SHEET 3 1. ALL UTILITIES SHOWN ARE ACCURATE TO THE EXTENT AVAILABLE 15. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. S NT OFA E RE4WORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE EXISTING WATERLINE y ..-.... SW q WALL DESIGN SHEET 4 TOTAL.RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES NEW SEWER LINE S 16. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL BRING IT TO THE WHEN WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION,THE CONTRACTOR SHALL POTHOLE TO VERIFY ALL ti EXISTING SEWER LINE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT, IF HE FAILS TO DO SO, EXISTING UTII..ITY POINTS OF CONNECTION AND ELEVATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IF NEW STORM DRAIN �+�••••• •• .p THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONS PERTAINING TO MATERIALS,ELEVATIONS,LOCATIONS,ETC. >. EXISTING STORM DRAIN CORRECT SUCH ERROR. PRIOR TO CONTINUING WORK. 1"=150' ,' , �.- NEW GAS LINE GAS GAS <, .. EXISTING LINE _-......._...._. GAS ._...__..... _....____ 17. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS AND SPECIFICATIONS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY"UNDERGROUND SERVICE ALERT"(USA)AT 1-800-642-2444 FOR - ;:'�,�1 EXISTING OH WIRE OH TO REVEAL A COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL LOCATION OF POWER,GAS,OIL.,AND TELEPHONE UNDERGROUND FACILITIES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE � � � `1 A NEW WIRE UTILITY SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACEMENT OF BASE. FOR CONTACTING THE RESPECTIVE UTILITY AGENCIES FOR THE LOCATION OF ALL UNDERGROUND FACILITIES. EXISTING WIRE UTILITY - -- - - -- -- - -- - ! 5 � 10, 17 , 18. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A REGISTERED 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL NEW WIRE AND GAS UTILITY SERVICE TRENCHING AND ` CIVIL ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING#426 AND AS CONDUIT PLACEMENT IN ACCORDANCE.WITH THE HANDOUT PACKAGES PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. REQUIRED BY STATE LAW,LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. LOCATION OF WIRE AND GAS UTILITIES SHOWN HEREIN ARE SHOWN FOR REFERENCE ONLY. ABBREVIATIONS: 19. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY SHALL NOT BE PERMITTED WITHOUT 4. THE WATER DISTRIBUTION SYSTEM AND SEWAGE COLLECTION SYSTEM SHALL BE CONSTRUCTED PER LATEST STANDARDS AND WRITTEN PERMISSION FROM THE OFF-SITE PROPERTY OWNER. 9�`1 AS-AGGREGATE BASE ESMT-EASEMENT MIN-MINIMUM S-SANITARY EWER SPECIFICATIONS OF THE CITY OF ATASCADERO AND ATA aCADERO MUTUAL WATER COMPANY. ! 1 M S S AC-ASPHALT CONCRETE EVC-END VERTICAL CURVE MON-MONUMENT STA-STATION 20. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. .c,.... ADJ-ADJUST EXIST,(E)-EXISTING OG-ORIGINAL GROUND STD-STANDARD GRADING ACTIVITY MUST NOT FILL,EXCAVATE OR IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. GRADING EROSION CONTROL [COTES � . 4, ANG-ANGLE FDC-FIRE DEPARTMENT CONNECTION OHW-OVERHEAD WIRE TB-THRUST BLOCK 1. ALL GRADING CONSTRUCTION SMALL CONFORM TO THE APPLICABLE CODES AS NOTED ABOVE. AV-AIR AND VACUUM RELIEF VALVE FG-FINISHED GRADE UG-UNDERGROUND TBA-TO BE ABANDONED IN PLACE :.:�. 21. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE 3 l: r BC-BEGIN CURVE: FH-FIRE HYDRANT PCCL-POINT OF COMPOUND CURVE LEFT TBR-TO BE REMOVED CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL DEVICES AS � f/ BCR-BEGIN CURB RETURN FL-FLOWLINE PCCR-POINT OF COMPOUND CURVE TBP-TO BE PROTECTED ';, � ' - / r SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT,INCLUDING THE SAFETY OF ALL PERSONS AND SPECIFIED BY THE ENGINEER OF WORK 47R THE REGULATING AGENCY UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTED AS 1 Y1 BLDG-BUILDING FM-FORCE MAIN RIGHT TC-TOP OF CURB PROPERTY,AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL COMPLETED BY THE GOVERNING JURISDICTION. THESE DEVICES SHALL BE IN PLACE OR BE READY TO PLACE FROM OCTOBER 15 t'L`` `` BM-BENCHMARK FNC-FENCE PI-POINT OF INTERSECTION TEL-TELEPHONE WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY AND HOLD HARMLESS THE CITY OF TO APRIL 15. IN THE EVENT THAT THE DEVICES ARE NOT PERMANENTLY IN PLACE,THEY SHALL BE PLACED IN THE EVENT A 0 SVC-BEGIN VERTICAL CURVE FS-FINISHED SURFACE ELEVATION PIP-PUBLIC IMPROVEMENT PLAN TEMP-TEMPORARY ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY,REAL OR ALLEGED IN CONNECTION WITH THE FORECAST FOR RAIN EXCEEDS 30%. AN EMERGENCY CREW SHALL BE AVAILABLE 24 HOURS PER DAY IN THE EVENT AN EROSION i ' BW BOTTOM OF WALL ELEVATION G-GAS(LINE) PL-PROPERTY LINE TF-TOP OF FOOTING PERFORMANCE OF WORK ON THE PROJECT,EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROBLEM SHOULD OCCUR. A RESPONSIBLE PERSON AND THEIR PHONE NUMBER SHALL BE NAMED HERE UPON: , CATV-CABLE TELEVISION(LINE) GB-GRADE BREAK POC-POINT OF CONNECTION TG-TOP OF GRATE PROFESSIONAL. ..' CS-CATCH BASIN GM-GAS METER PP-POWER POLE TYP-TYPICAL 15 CF-CURB FACE GP-GRADING PLAN PRC-POINT OF REVERSE CURVATURE TW-TOP OF WALL 22, THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC CONTROL SHALL BE IN ACCORDANCE NAND: `` CL-CENTERLINE GR-GRATE PVC-POLYVINYL CHLORIDE UD-UNDER DRAIN WITH THE CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO PHONE: CLF-CHAIN LINK FENCE HORZ-HORIZONTAL PVI-POINT OF VERTICAL INTERSECTION UP-UTILITY POLE STREET OR LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED BY THE CITY �TM- CMP-CORRUGATED METAL PIPE HP-HIGH POINT PVMT-PAVEMENT VERT-VERTICAL ENGINEERING DEPARTMENT. 3. AREAS OF FILL SHALL BE SCARIFIED,BENCHED AND RECOMI�ACTED PRIOR TO PLACING FILL AND OBSERVED BY A SOIL OR CIVIL ENGINEER. \, �� \v CMU-CONCRETE MASONRY UNIT HW-HEADWALL R-RADIUS VC-VERTICAL CURVE CO-CLEANOUT tCV-IRRIGATION CONTROL VALVE RCP-REINFORCED CONCRETE PIPE WL-WATER LINE 23. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR ( DIAL TOLL FREE COM-COMMUNICATIONS INV-INVERT RD-ROAD WM-WATER METER REGISTERED IN THE STATE OF CALIFORNIA. 4. FILL MATERIAL SHALL BE RECCDMPACTED TO %►OF MAXIMUM DENSITY. E 1-WO-227-2600 CONC-CONCRETE JS-JUNCTION BOX ROW-RIGHT OF WAY WS-WATER SERVICE 5. REMOVE ANY DELETERIOUS MATERIAL ENCOUNTERED BEFORE PLACING FILL. DWY-DRIVEWAY JP-JUNCTION POLE RSP-ROCK SLOPE PROTECTION WV-WATER VALVE 24. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE POSTMASTER AND THE CITY AT LEAST TWO DAYS DDCV-DOUBLE DETECTOR CHECK VALVE LAT-LATERAL RT-RIGHT WW WING WALL COMMUNITY DEVELOPMENT DEPARTMENT. 6. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL(2:1). BEFORE YOU DIG EC-END CURVE LF-LINEAR FEET S/W-SIDEWALK :t-APPROXIMATE ECR-END CURB RETURN LP-LOW POINT SD-STORM DRAIN 0-DIAMETER 25. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION OF THE IMPROVEMENTS UNDERGROUND SERVICE ALERT OF CALIFORNIA ELEC-ELECTRICAL LT-LEFT SHLD-SHOULDER SHALL BE REPLACED BY THE CONTRACTOR.. 7. ALL DISTURBED AREA SHALL BE HYDRO SEEDED OR PLANTED WITH APPROVE=D EROSION CONTROL VEGETATION AS SOON AS ELEV-ELEVATION MAX-MAXIMUM SHT-SHEET PRACTICAL AFTER CONSTRUCTION IS COMPLETE. EP-EDGE OF PAVEMENT MH-MANHOLE SLOCO-SAN LUIS OBISPO COUNTY n 26. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THE LIMITED PURPOSE OF REVIEW FOR 8. MINIMUM SETBACK TO CREEKS AND BLUFFS SHALL BE MAINTAINED.MINIMUM SETBACK OF TWO FEET FROM ALL PROPERTY LINES CONFORMANCE WITH CITY PROCEDURES AND OTHER APPLICABLE CITY POLICIES AND ORDINANCES. THE PLAN CHECK WILL BE MAINTAINED FOR ALL GRADING. REVIEWED BY S R E V I S I()N S 4, IS NOT A DETERMINATION OF THE TECHNICAL.ADEQUACEY OF THE DESIGN OF THE IMPROVEMENTS.SUCH PLAN CHECK � � CITY � DOES NOT,THEREFOR,RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE DESIGN OF THESE AM A IMPROVEMENTS,IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 9. MINIMUM SLOPE AWAY FROM BUILDINGS SHALL BE 2%FOR THE FIRST THREE FEET AROUND PERIMETER. design NO. DATE DESCRIPTION APPROVAL ^ BY C TER C TION professionals IMPROVEMENT PLANS FOR 27. ALL PROJECTS INVOLVING SITE DISTURBANCE OF ONE ACRE OR GREATER SHALL COMPLY WITH THE REQUIREMENTS OF THE 10. AN APPROVED EROSION CONTROL PLAN WILL BE REQUIRED TO BE SUBMITTED,APPROVED AND IMPLEMENTED SHOULD GRADING - -- -� -- - - ------ 1... TRACT 2614:ESS ►- NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES).THE DEVELOPER SHALL SUBMIT A NOTICE OF INTENT(NOI) OCCUR BETWEEN OCTOBER 15TH AND APRIL 15TH, /C�,_ _ -- _...__.._ TITLE SHEET 9 TO COMPLY WITH THE GENERAL PERMIT FOR CONSTRUCTION ACTIVITY WITH THE REGIONAL WATER QUALITY CONTROL REVIEWED BY THE GAS COMPANY P. I BOARD(RWQCB)THE DEVELOPER SHALL PROVIDE THE COUNTY WITH THE WASTE DISCHARGE IDENTIFICATION NUMBER 11. SOILS ENGINEER TO DETERMINE THE SOIL IS SUITABLE TO SUPPORT THE INTENDED STRUCTURE SUCH REPORT INCLUDING �9 __-_.____... __.................__...._................____.-._. ___ Acte Con ctlon ° (WDID# OR WITH VERIFICATION THAT AN EXEMPTION HAS BEEN GRANTED BY RWQCB. WDID#=3-40C338914. PROGRESS AND/OR COMPACTION REPORTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO FINAL INSPECTION WHEN A � �t" } -, �i civil engineers.Tend surveyors.land planners _.___..._.__.__-----.._...._._._..____.._. __._..._.-.....----.._.- SOILS REPORT IS OBTAINED.THE COUNTY POLICY REGARDING PAD CERTIFICATION SHALL BE FOLLOWED.WHEN APPLICABLE THE Lic_No.26,431 1998 sattt�t barbas S!•san Buis otaispo,ca 93+Lt11 � � DUST CONTROL NOTES: ENGINEER SHALL OBSERVE THE GRADING OPERATION(S)AND PROVIDE THE FIELD INSPECTOR WITH REQUEIRED COMPACTION .... _ .-.__ - ---_.....__ _ -- 77, 1, THE CONTRACTOR SHALL PROVIDE DUST CONTROL DURING ALL PHASES OF THE WORK. REPORTS AND A REPORT STATING THAT THE GRADING PERFORMED HAS BEEN OBSERVED AND IS IN CONFORMANCE WITH THE Expires 3/31/4)6 * ph:805PJ4944M•email:eda@edainc.com City En's neer D e � UBC&COUNTY ORDINANCES. 2. THE GRADING PERMIT HOLDER AND THE OWNER SHALL COMPLY WITH DUST CONTROL MEASURES REQUIRED BY THE REV BY RGA E. 'qT� CIV 1�" `� _ DESIGNED BY: REGULATING AGENCY, THE STANDARD DUST CONTROL MEA". ES INCLUDE BUT MAY NOT BE LIMITED TO: 12, ENGINEERING REPORTS FOR CUT OR FILL SLOPE STEEPER THAN(2:1)SHALL BE SUBMITTED TO THE FIELD INSPECTOR- � 'OF {,/+,L.of ..._ .. _...... _._--_........------ -_.._.._. h!7$2 E 19 92 �� A. DUST CONTROL MEASURES CAPABLE OF PREVENTING THE MIGRATION OF DIRT AND DUST OFF-SITE,IN A MANNERSURVEY CK: ' ACCEPTABLE TO THE REGULATING AGENCY SHALL BE IMPLEMENTED AND MAINTAINED DURING ALL CONSTRUCTION, JEFFR P.WA NER RCE 26431 DATE ___.----- ---___4__-__ _--- --- -_ CITY W.O.rte. SHEET IMPR (DVE MF., NT PLANS FOR TRAC; T 2614 EARTH MOVING,AND GRADING PHASES OF THE PROJECT. FAILURE TO DO SO WILL RESULT IN THE ISSUANCE OFA , "STOP WORK"ORDER WHICH WILL NOT BE RELEASED UNTIL SUCH TIME AS AN ADEQUATE PROGRAM IS IMPLEMENTED. --.--._.__-._._...__._ ---------- STAFF ENG.: OF DATE 42 Sc t,. _ ___..... --___-.. _...__-__..._-.., __._._._,_....... _-_.........,._.._........-,.,..-.____.._:Y..,......_ .,.. ...m.« ...,-._.....e_..............._.._....,. ........�:.,.... ...., x..__ .. .n-.-_.-_,.__.- _.._-_..-.. _........_.-,.,....,.....,........ nn'J4 ,a+_ .re-wu.a n.._:...._...-.+..,.-_..» .._ r -r "xa� .. ...5'." *:m^^+nm, .- .-.. ..__.. ... ,. a« a mx..v.v emw.-....,..-_...v-na.+w r..., .. m....r=nm.,;-+- -•---,.. ..._....._...-....._._. ..._..._.. ...-.nn N±^ - .,+Hnormw+row.. �.- n.m... yaarn .... ,... ... . .,.,.... . ............._ ,..._,.-.,,_.. .. .am ..mame....mam.nmme• 'a-..•m> +wr+-.r* ,-•nw*m++wnw,a.+w.emasRwumPro'wr+.+v """'" '-" M .. ., s PROPERLY DISCONNECT ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO ANY f��(/ DEO /` � • >..{r.�,t(!r:.,' A Y \✓LITIN ACTIVITIES. RELOCATE(E),IP PER 049-042-026 UTILITY COMPANY ., ) HAND UTPACKAGE. WILLIAMS % 1,075 EL CAMINO REAL C `70; 0 r •, 049-042-025 ' kWILLIAMS 075 EL CAMINO REAL � ,` �; k .,k•,,,. .�._-,�,` - PARCEL 1 6 P.M. 53 .� 3 (y : • 1 FRUIT $ WILLIAMS FRLII r � T ��:.... o 5715 sA�y"rA C 9 3 93'U4' / R J Z . / •r� � –•,//4 : r � _ '""•� � ,... LST 17A SLK •4 9 (E)He2 3 980•,3, ;. 4 r' o �; TO Of MAGNOLIA/I l CUY. (E)JP -.� REMAIN / /J5 SgMH /. /(E (E)HOUSL ,,...`... +.. t (E)CLF lf' �/ ' p "OAK PROTECT - D IN PLACE. -f` l r'' l 2 I ° TO 60"OAK 2 I r' REMAIN TO �„ t a E PATIO) J ( ) r REMAIN OAK PIN • ,d r�'•:r j { r.7 ► r FRUIT? >; 1 I TO b ` ,n: REMAIN O / :: ;; . I / 3 "° a 2 f( a - _ -h K _ . 2 S c 9 :• f�N TO (j J! { }.� OAKREMAIN 1 H8 I PINE(to „ j , --- 4 3 60 bAK TO • t PA TO REMAIN 5.., ., n n 20O : q " EE OAK a REMAIN 54 dA 1 rI I $ i : • 98 42" K2 �.. r,. � �03 O REMAIN REMAIN ; i~ ELM 3 o ti Q 10 2 54"OAK t f ` 8 1 TO E HW MAGNOLIA _ Q { } r MAN i O REMAIN E G _ PROTECT i WM a Q - 1 � I IN PLACE. i r'; 42"OAK TO 0 z (� u 3 DOUBLE 48"OAK REMAIN ;M TO REMAIN 4 3 2 ........,.. t rn {E}jpGUY 8" , MAGNO ............. N b1 \ : 54� 9r 42N E �. _ - -- - - 0 � Nrn err; — - ._.. _.___. v _ - rwrIh aas � :.►,. ...:.::. ' , 14 1 t EXIST.0/w _ PROTECT 667.7Y I o s I ;................ .......E GARAGE -- • 'r vim„ � I'I a ... t x cT I 049-042-013 -11. (E)D/ LARSEN FAMJLY TRUST X49--X42-09 9 PROTECT IN �N PLACE. 1195 EL CAMINO REAL ESD pTN. LIST 2� BLK 1215 EL CAMINO REAL F FTN, LOTS 20 & 21 GENERAL NOTES: DEMOLITION NOTES: 1. AN ENCROACHMENT PERMIT WILL BE REQUIRED FROM THE CITY OF ATASCADERO PRIOR DEMOLISH AND REMOVE EXISTING STRUCTURE. TO WORK DONE IN THE PUBLIC RIGHT-OF-WAY. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT"UNDERGROUND SERVICE ALERT"AT 1-800-227-2600 FOR � LOCATION OF POWER,GAS,OIL,WATER,SEWER,STORM DRAIN,AND TELEPHONE UNDER GROUND FACILITIES, THE t - t REMOVE EXISTING TREE(OR BUSH)INCLUDING ALL STUMPS AND ROOTS, 2. NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE CITY OF ATASCADERO SHALL BE NOTIFIED AT LEAST 24 CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF ALL UNDERGROUND HOURS PRIOR TO STARTING DEMOLITION. ANY DEMOLITION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE FACILITIES. t�W..I REMOVE EXISTING FENCE. CITY SHALL BE DONE AT THE CONTRACTOR'S RISK. 13. THE CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS PRIOR TO DEMOLITION [:4] COORDINATE WITH THE UTILITY COMPANY ON THE RELOCATION OR UNDERGROUNDING OF THE EXISTING 3. ALL DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING WORK. THEY SHALL VERIFY THAT ALL UTILITIES TO ANY STRUCTURE TO BE DEMOLISHED ARE SHUT OFF,DISCONNECTED AND/OR OVERHEAD LINES AND UTILITY POLES. CODE,UNIFORM PLUMBING CODE,TITLE 24,AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OF CAPPED TO THE SATISFACTION OF THE UTILITY SURVEYOR AND THE CITY ENGINEERING DEPARTMENT PRIOR TO RECORD AND THE CITY ENGINEER. DEMOLITION OF ANY STRUCTURES. REMOVE EXISTING PAVEMENT. 4. THE CONTRACTOR SHALL MEET AND WALK THE SITE WITH THE OWNER PRIOR TO COMMENCING WORK TO DETERMINE WHAT 14. NOT ALL EXISTING SITE SERVICE UTILITIES HAVE BEEN LOCATED ON THESE PLANS. EACH EXISTING BUILDING SITE IS EXISTING WATER METER TO BE REMOVED AND WATER SERVICE CAPPED AT RIGHT OF WAY, ITEMS SHALL BE SALVAGED. ALL SALVAGED MATERIALS SHALL BE SAFELY STORED ONSITE FOR RELOCATION,OR RETURNED ANTICIPATED TO HAVE WATER,SEWER,ELECTRICAL,PHONE,AND POSSIBLY NATURAL GAS AND CABLE SERVICES. ALTHOUGH TO THEIR RESPECTIVE OWNERS. NOT SPECIFICALLY IDENTIFIED ON THESE PLANS,THESE SITE SERVICES ARE TO BE REMOVED AND SALVAGED AND/OR I1 EXISTING GAS METER TO BE REMOVED AND GAS LINE CAPPED PER GAS COMPANY GUIDELINES. 5. THE LIMITS OF DEMOLITION SHALL INCLUDE ALL RUBBISH,STOCKPILE AREAS,DUMP SITES,AND ALL DELETERIOUS MATERIAL DEMOLISHED, LOCATED WITHIN THE PROJECT LIMITS AS SHOWN SUCH THAT THE AREA SHALL BE READY FOR CLEARING AND GRUBBING. 15, DURING SITE DEMOLITION AND CONSTRUCTION,ALL SERVICES SHALL BE MAINTAINED TO EXISTING ADJACENT BUILDINGS. REMOVE EXISTING MAILBOX AND SIGN. ( q � 6. DEMOLITION OF EXISTING STRUCTURES SHALL INCLUDE THE DEMOLITION AND REMOVAL OF ADJACENT FENCES,STORAGE 16. ALL UTILITY SERVICES SHALL REMAIN IN OPERATION DURING ALL PHASES OF WORK TO ALL ADJACENT BUILDINGS NOT SLATED REMOVE HOSE BIB.l. .J SAWCUT 1$ MIN,TO COMPETENT ASPHALT CONCRETE,DEMOLISH AND REMOVE EXISTING ASPHALT SHEDS,POSTS,RUBBISH ACCUMULATED AROUND THE STRUCTURE,ABOVE AND BELOW GRADE UTILITIES,SERVICE LATERALS, FOR DEMOLITION, CONTRACTOR TO COORDINATE WITH RESPECTIVE OWNERS AND UTILITY COMPANIES PRIOR TO ANY 10 � FOUNDATIONS,AND ALL OTHER ITEMS SUCH THAT THE FINAL STATE OF THE FACILITY SHALL BE READY FOR REDEVELOPMENT. DEMOLITION WORK. CONCRETE PAVEMENT SECTION. 7. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE SALVAGED OR REMOVED FROM THE SITE TO AN APPROVED DUMP OR 17. ALL EXISTING UNDERGROUND UTILITIES ONSITE SHALL BE REMOVED AND NOT ABANDONED IN-PLACE. LIMITS OF DEMOLITION RECYCLING FACILITY AT THE CONTRACTOR'S EXPENSE. THE COUNTY ENCOURAGES THE RECYCLING OF DEMOLITION DEBRIS WORK SHALL EXTEND TO ALL PROPERTY LINES OR AS SHOWN ON THE PLAN. AND MAY PROVIDE A LIST OF LOCAL RECYCLERS AND THE MATERIALS THAT THEY ACCEPT. 0 18. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ADJACENT BUSINESSES OR RESIDENTIAL 8. IF ASBESTOS IS FOUND IN EXISTING STRUCTURES TO BE DEMOLISHED,THEN ASBESTOS MUST BE REMOVED IN ACCORDANCE AREAS OUTSIDE THE LIMITS OF DEMOLITION. REV 1 S 10 N 5 N WITH APPLICABLE COUNTY,STATE,AND FEDERAL GUIDELINES OR REQUIREMENTS. REMOVAL OF ASBESTOS MATERIAL SHALL BE design NO. DATE DESCRIPTIONOF0 /-% %,j Lj U COMPLETEDER BY A CONTRACTOR LICENSED TO HANDLE ASBESTOS MATERIAL.CONTRACTOR SHALL CONTACT THE CITY OF 19. IF APPLICABLE,ALL PRIVATE WASTE DISPOSAL SYSTEMS SHALL BE INSPECTED FOR ABANDONMENT IN ACCORDANCE WITH APPROVAL ' ATASCADERO FOR ADDITIONAL INFORMATION, CITY F A T A"U"A E R UNIFORM PLUMBING CODE APPENDIX SECTION 111. professionals IMPROVEMENT PLANS FOR o TRACT 2614 9. ALL STREETS,ALLEYS,VEHICULAR WAYS,SIDEWALKS,AND HAUL ROUTES SHALL BE KEPT CLEAR OF DEBRIS,DIRT AND DUST 20. CONTRACTOR SHALL ONLY REMOVE THOSE UNDERGROUND FACILITIES SPECIFICALLY NOTED FOR REMOVAL.DAMAGE TO FESS/p "9 q N IN A MANNER ACCEPTABLE TO THE CITY OF ATASCADERO,AT A MINIMUM,THESE AREAS SHALL BE CLEANED AT THE END EXISTING FACILITIES TO REMAIN SHALL 8E CORRECTED AT THE CONTRACTOR'S OWN EXPENSE. �/ � �( P. � DEMOLITION PLAN a �I X47 kk`�' � OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A"STOP WORK"NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL AccenjWbior Cron tactics THE AREA HAS BEEN ADEQUATELY CLEANED. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR SANITARY SEWER 21, IF EXISTING WATER WELLS ARE ENCOUNTERED WITHIN THE PROJECT LIMITS,THE CONTRACTOR SHALL BE RESPONSIBLE TO �° «� -� .r civil engineers land surveyors land planners FACILITIES SHALL NOT BE PERMITTED. ABANDON THESE WELLS IN ACCORDANCE WITH THE STATE AND COUNTY HEALTH REQUIREMENTS. 1998 Santa barbers st San Iuis obis - � Lic,Na.26,431 po,ca 934fl1 10. THESE PLANS DO NOTAUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS OF THE PROJECT SITE AS REPRESENTED ON THE * Expires 3/31/08 * ph:806/649-8668 email:eda@edainc.corn . —-- p a 9.7 5 PLANS UNLESS NOTED OTHERWISE' SCALE IN FEET s � .--- City Engineer � C IV I1. DESIGNED BY: 11. ALL UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE I f9 ° C 40 0 40 $0 N 742 E 1192 At- TOTAL RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITH THE UTILITY COMPANIES AND THE +� -__ SURVEY CK: M OWNER,AND TO NOTIFY THEM WHEN WORKING IN THEIR PROXIMITY. JCFFIREY P. G RCE 26,431 DTE CITY W.Q.No. SHEET ,k STAFF ENG.: rn OF 42 x ............... ---------------- ------ DEMOLITION AND PROTECTION NOTES: 865 �- _.._--..__.__._.__.__..__------..__-_. -----__-_._.- .._._.-.,..._. 868 NOTE: PROTECTIVE FENCING SHALL BE INSTALLED AROUND EACH TREE TO REMAIN AT THE DRIPLINE,OR AS DIRECTED IN THE FIELD BY THE ARBORIST. THE FENCING SHALL BE INSTALLED PRIOR TO ANY SITE CLEARING OR GRADING ACTIVITIES,AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE;INCLUDING LANDSCAPING. THE FENCE SEI S EET 4 FOR CURB RETURN co SHALL BE A MINIMUM OF 4'TALL AND SUPPORTED BY STAKES AT LEAST EVERY WON PROFI S OF CURVES C15 AND C16 Z CENTER. WEATHERPROOF SIGNS SHALL BE PERMANENTLY POSTED ON THE FENCES, W STATING THE FOLLOWING:"TREE PROTECTION ZONE. NO PERSONNEL,MATERIALS OR 2 VEHICLES ALLOWED. DO NOT MOVE OR REMOVE THIS FENCE." _ _�__ ') $60 IE SAWCUT 18"MIN,TO COMPETENT ASPHALT CONCRETE,DEMOLISH AND REMOVE 860 _ __- __ - - T - _-__ n, 'It CLEXISTING ASPHALT CONCRETE PAVEMENT SECTION. zti I" I- ry g 0 C� z`, L_`J COORDINATE WITH THE UTILITY COMPANY ON THE RELOCATION OR EG @ SAWCUT ;t "" °D UNDERGROUNDING OF THE EXISTING OVERHEAD LINES AND UTILITY POLES. 00 � N + - S W EG CL _ -- _ ROAD CONSTRUCTION NOTES: $ M EG CL '�00 *" - -- "" 2.00% CONSTRUCT 6"CONCRETE CURB PER CITY OF ATASCADERO STANDARD PLAN 418. 855 .�.,., _ _._._ _: _. ____-,•,: -_____ -_____.-..-.. _______-._--._.�..._.__-___._,..___. _-_--_-__.____.___...,�,;cn_-. ______.._.._...-__,� ,...._.._.__.............._.__-- ,_ ._ _. _ ._� _-�__=-_.`- _` �- -- ",�„ --, .••� ... 855 .�.a«. FGEG SAWCUT I °4 _ @ 0 CONSTRUCT 6" CONCRETE CURB AND 181.GUTTER PER CITY OF ATASCADERO £ TC LEFT 1 FT p. c� m t _ 0 LE ' STANDARD PLAN 418. Z caco co �»., CONSTRUCT 4 MOUNTABLE ROLLED CONCRETE CURB PER DETAIL"D",SHEET 0. F ... tel.• „-•.tw- .r i cIi z tc; cr`s�u� c�i EG }sA1NCUT _.., .1, «"" FG FL LEFT . •(j W' ` M .•-« -, ... O t7 -�--- •• E 14 W • - CONSTRUCT CONCRETE DRIVEWAY PER DETAIL"F" SHEET 41 AND CITY OF m EG @ CL I^ W_ --..... - -- "" r FG TC LEFT ro w '"�"� "�"�`M" � ATASCADERO STANDARD PLAN 423.WIDTH PER PLAN- 85a - _-.__ ,�. _- 850 5 CONSTRUCT SIDEWALK RAMP PER CALTRANS STANDARD DRAWING A88A PER DETAIL �� . a.~.".� > - - .. "I1' SHEET 41. m FG EG SAWCUT a � �" .� CONSTRUCT SIDEWALK PER CITY OF ATASCADERO STANDARD PLAN 419.WIDTH PER 86 PLAN. . TC LEFT 10'LEFT ...•, �`•_,.FG „� , "" PLAN.6"MINIMUM THICKNESS AT DRIVEWAYS'OTHERWISE 4"MINIMUM. EP LEFT CONSTRUCT CROSS GUTTER&SPANDREL PER CITY OF ATASCADERO STANDARD -w-".' .."" • ~».`"" PALN 421. .., -�" """ , ». _ d «•- -m-- - •------- °"""""" ROLLED 4"CURB TO 6"CURB TRANSITION PER DETAIL"H" SHEET 41. 845 " (E)12"S$ p.3£1°l0 $�45 U """ (E)12'SS�0.30% � SS I�../ INSTALL STREET LIGHT PER CITY OF ATASCADERO STANDARD DRAWING 703. x -- •~~'""""`"""" "r j (E)12""S „• .., �""""� „a 10 INSTALL STANDARD STREET MONUMENT PER DETAIL 426,SHEET 39. •, „� " `"'°----'"" 1� $p�''S�a �� 11 CONSTRUCT PAVEMENT STRUCTURAL SECTION PER DETAIL"K" SHEET 41 AND CALTRANS STANDARD SPECIFICATIONS SECTION 26&39. CONSTRUCT 4'WIDE CONCRETE WALKWAY PER DETAIL"J" SHEET 41. 840 840 13 PAINT 12"SOLID WHITE THERMOPLASTIC LINE FOR CROSSWALK AS SHOWN, CL STATION 97+00 93+00 PROFILE 99+00 100+00 101+00 DRAINAGE CONSTRUCTION NOTES: SCALE: 1"=20'HORIZONTAL 1"= 4'VERTICAL 0 CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 501. i .�„ �- � CT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD D O CONSTRUCT SD SD �:, l 1 PLAN 502. �. . f ........:.. ••r :• •'... TO STORM DRAIN PROFILE SHEETS FOR PIPE SIZE,TYPE,AND ADDITIONAL ry ...................... i �j, E�. I � s a • •, ...• .c� � DRAIN,CONSTRUCT NEW STORM E T E A REFER IDENTIFYING LETTER PER PLAN, „ BASIN ELEV.= 851.50 N , CONSTRUCTION INFORMATION.(SEE ALSO SHEETS 18-24). �, ,(, ,�•' ., - "-. •�. ...•......r•.•.........•..♦....... r................••.. } f .. ,,,,,,,..-r� ' ; ,. N T STANDARD n, I '' ....,..•' -•. WALLA �. '~'`• •- .... SHEET ..... HEADWALL PER CALTRANS S AND RD PLAN ` -�`'�.�• � 'PSR 30 \ ,. ` ... ..... ' LOT � � i �CONSTRUCT STORM DRAT "'",•.'•. '•.. �.:, ::' ASIN ELEV. 851.5(? FLARED END SECTION �" " ~' " D8 SINGLE HEADWALL". - _ _ „ . LOT 63 �. .« .• I _�►� N !. R.O.W. ,1 -:; ,; �v x . °°` �.... .... ..., " I'1.i4RED END SECTION �•,t-.. „„ .,.---• E GM _ __- TEMPORARY �. ^ b h 1 MAX -- "' C7 ._ .,. •�~''"` t� < 2. cri TRANSITION RAMP w Ks -ASPHALT _ _ \ a O va m �. _ l "•' t sac c.a t t --- sa 1 \. tv 1,c`' MPORARY ASPHALT a- S ,. ,.......... cY d - �::. � � TRANSITION RAMP cc' .. '1f \ "• •.. •d "•h•; .,,.ti .. ......1\a0•W................... ... „` F L \ ^ 04r. ti I 5�"t Y +� 1 ' aav�,�� yDWY n '''�4,�,� 7 4.r w k 1 8 S J :• y 1 c �: PER SHEET E SEE 38 \ ..:.-•' . .... ,:,,.. .. ,., ,. ...: -_ .,... ._. 2 l .. r ,y F 1 "l H{- hw. uh V WY 1 J ,¢ S'.6 ..may. .Mr } tii:. c. '; ..... ••,R-.. ...... �, +ems"'• ..•'lA.. v.J>. ,P:'n.., l _. :...:.. +� x•34 h ,i:A'.: +"„_. -• ` ,� t},. 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" ,n.�w. »...,w..M...••. ,. •r,.,w.u.,• ........• � •^.,'a..•.a.•••.,• 1 LU *A , i z 99+00 . } tirN."..t (�"'f'. ."' :.t •;..,n..,,.,,. �E)SV,vIN ••� `V� •.'"','''"••r v'h _ $ 04 aA A 1'.. r'M- >x'.f i ... `•°" a_««w-nw+z,...w wawswwv.euw.on......:,....•..,..m..«.,...w.w.zC•` ',.,4^�"}d•• F S':£'F'F`,; .k.f. ,:v 1 "iT s :+. � >�, � ©� ,..•...♦.•,.; -^>..•""'_ - `.•" 'w"' "*. l� Cep A t �{ 0 4 - , - v, jj�►��{ she+ k {t !•:'• RE L �/ '� :<••^t•!'"" .Syr- "'^` "•�+ r , sr.'.,+.. >,f .... ,..:.-... ,.....v ... ..,....-. ..:' .... ,'.:.. <..:..: ,.W'!.;f.,:.. .. ... .. .'^^.MSS: F,, l:,..\•, 'MW1D^"-'. V . .: «• »" „ SF ^V r.- ,. .., .,:, ..... ." .. ,.. .... .... ,....: rWa• W. .i .rte... ...,.vtu•.. s._+... ..... -....y+.•, ..r.r : .;:i M1 k -, ... .. .. ... ...i,.. --YG" .. .. ... .... k O , , .. ...... .. ..,. ..,.... ..,. . .. '..-.... ....._ ., ... .:':. ::., 1. CtJ n _ :........ ..... . _. ::... - _,.>. <. ,, .,,.... _. ,..= `225 k r 2 3 E VLF ,. ,. _ :,' }, 3-. , ,,. ,:.., ,.;> 7% t w J '• cL rn 1 , ( ) �, R .7 r PROTECTIN 00 R , 'K k ......... ......... HW PLACE. �hti' t � �:r , �•$ -01 Y Q1 . SFAf ,.. QJ �fy f+ GAS ............. „ ar V ». 4J as S4 VARIES 43.00' VARIES VARIES 5.00' VARIES VARIES ' cn aS/W VARIES VARIES a } DIAL`BOLL FREE CL, 10.00 12.00 3 m 1-800-227-2600 a D z AT LEAST TWO DAYS w w BEFORE YOU DIG 2:1 MAX. c¢i� v� 6"RWGV N 2:1 MAX. (FxMJ) 8"RWGV UNDERGROUND SERVICE ALERT OF CALIFORNIA Q4 7 SF T.B.PER CITY (FxMJ---EW 8"WL r. OF ATASCADERO - MUTUAL WATER CO. R V I I C�N S PAVING SECTION PER STD.116. 6„RWGV CITY NOTE: MINIMUM STRUCTURAL SECTION SHOWN, CITY OF ATASCADERO 0 STANDARD XXX. (FxMJ) m design NO, PATE DESCRIPTION APPROVAL IMPROVEMENT PLANS FOR ACTUAL SECTION SHALL BE DETERMINED BASED professionals ON R-VALUE AT TIME OF CONSTRUCTION AND A --� TRACT 26 1 TRAFFIC INDEX of z. 1 � - EL CAMINO RIVAL. STA 96+75.00 TO 101+50,00 9 P. TYPICAL ROAD SECTION: EL CAMINO REAL WATERI�IN CONNECTION DETAIL ��4�� Accepts r Construct n �' w civil a nears land surveyors land planners n NOT TO SCALE - NTS � � �'Y � `p Lic.No.26,431 1988 Santa barbers St ' San Ictis obispn,ca 93401 - * of Expires 3/31/08 y� 6 P :80S/549-8688 ' email:edadainc.cam City ineer D e g CURVE TABLE SCALE IN FEET s�qT� CIV 41 N DESIGNED BY: CURVE RADIUS DELTA LENGTH t ' Ofi CAS•�� ,_... N 742 E 1192 U C1 780.00' 38°03'11" 518.04' 20 0 20 40 SURVEY CK: c� C2 3200.01' 6°50'07" 381.75' i FREY P.W NER RCE 26.431 ATE CITY WO.No. SHEET coo C15 30.00' 89°11'0911 46.70' k'•°�f..,, STAFF ENG.; C16 L30.00' 97°36'37" 51.11' OF �� ----------- _-,._, -.-.-_ --------- _____._ m.. a,..,-_-- _-...._.__ _._,.. ----------- _ _.T,. -----------._------- - --_ _._ .n,.. -_ --------------- _ -------- - M__. m_ m -._ . - -_----_------- ------------------------- --------- .. _ mm ._------- _._-. _.,_-_--_-_ _ -._---._ --------- ------------- --- m_ DEMOLITION AND PROTECTION NOTES: NOTE: PROTECTIVE FENCING SHALL BE INSTALLED AROUND EACH TREE TO REMAIN AT THE DRIPLINE,OR AS DIRECTED IN THE FIELD BY THE ARBORIST. THE FENCING SHALL BE INSTALLED PRIOR TO ANY SITE CLEARING OR GRADING ACTIVITIES,AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE,INCLUDING LANDSCAPING. THE FENCE SHALL BE A MINIMUM OF 4'TALL AND SUPPORTED BY STAKES AT LEAST EVERY 10'ON 880 880 CENTER. WEATHERPROOF SIGNS SHALL BE PERMANENTLY POSTED ON THE FENCES, tt STATING THE FOLLOWING:"TREE PROTECTION ZONE, NO PERSONNEL,MATERIALS OR 00`0 VEHICLES ALLOWED. DO NOT MOVE OR REMOVE THIS FENCE." z z If 0 o HI I SAWCUT 18"MIN,TO COMPETENT ASPHALT CONCRETE,DEMOLISH AND REMOVE O Ho EXISTING ASPHALT CONCRETE PAVEMENT SECTION. 0 UJ 0 z0 n < LL 0 ap 10 1wr COORDINATE WITH THE UTILITY COMPANY ON THE RELOCATION OR w r < M UNDERGROUNDING OF THE EXISTING OVERHEAD LINES AND UTILITY POLES. a< 04 t., ct*C04� + + fl- co 0)00 <Cn C6 875 00 U. 875 N f�,C4 ROAD CONSTRUCTION NOTES: 'lot co + g 06 t-0 + + Ln 0"0- CONSTRUCT 6"CONCRETE CURB PER CITY OF ATASCADERO STANDARD PLAN 418, EG Q CL BEA" CONSTRUCT 6"CONCRETE CURB AND 18"GUTTER PER CITY OF ATASCADERO -mom O&M STANDARD PLAN 418. CONSTRUCT 4"MOUNTABLE ROLLED CONCRETE CURB PER DETAIL"13",SHEET 40. 870 870 CONSTRUCT CONCRETE DRIVEWAY PER DETAIL"F",SHEET 41 AND CITY OF ATASCADERO STANDARD PLAN 423,WIDTH PER PLAN. CONSTRUCT SIDEWALK RAMP PER CALTRANS STANDARD DRAWING A88A PER DETAIL "I",SHEET 41. CONSTRUCT SIDEWALK PER CITY OF ATASCADERO STANDARD PLAN 419.WIDTH PER PLAN.6"MINIMUM THICKNESS AT DRIVEWAYS;OTHERWISE 4"MINIMUM. 865 ------ 865 (D CONSTRUCT CROSS GUTTER&SPANDREL PER CITY OF ATASCADERO STANDARD PALN 421. ROLLED 4"CURB TO 6"CURB TRANSITION PER DETAIL"H",SHEET 41. PR 0 F I L E INSTALL STREET LIGHT PER CITY OF ATASCADERO STANDARD DRAWING 703. SCALE 1"=20'HORIZONTAL 10 INSTALL STANDARD STREET MONUMENT PER DETAIL 426,SHEET 39. V= 4'VERTICAL 860 860 11 CONSTRUCT PAVEMENT STRUCTURAL SECTION PER DETAIL"K",SHEET 41 AND CALTRANS STANDARD SPECIFICATIONS SECTION 26&39. 6+00 7+00 8+00 9+00 IS CONSTRUCT 4'WIDE CONCRETE WALKWAY PER DETAIL"J",SHEET 41. CL STATION 13 PAINT 12"SOLID WHITE THERMOPLASTIC LINE FOR CROSSWALK AS SHOWN, ompowsw DRAINAGE CONSTRUCTION NOTES: (.;../CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO j STANDARD PLAN 501. rem CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD LOT 4 LOT 31 LOT 30 OT 29 LOT 28 PLAN 502. LOT 36 LOT 3 LOT 33 OT 32 X X 0 \4.b CONSTRUCT NEW STORM DRAIN,IDENTIFYING LETTER PER PLAN, REFER X X X TO STORM DRAIN PROFILE SHEETS FOR PIPE SIZE,TYPE,AND ADDITIONAL 4 4 4 1. 4 .... 4 CONSTRUCTION INFORMATION.(SEE ALSO SHEETS 18-24). ti CONSTRUCT STORM DRAIN HEADWALL PER CALTRANS STANDARD PLAN Ui D89,"SINGLE HEADWALL". Ci CL LOT 37 b X 6 + :+ tP 2 er.- 00 + + + + w- I I 1 00 00 a'10 0013: 00 C) 4 .......... - -------- (0 LOT 38 -7 ................. Uj LIJ 44 4 i4 4M 0+5-3 22 PL < of LOT 39 X X., X X X X & co w- 6 00 LOT 40 W=* + vi I Z =101 6+33,0N9 1 4 .37 Lt -7-70"� L LOT 0) V. 18 19 '=A RC LOT 63 T1. 5 5', 5+N.41 MAD ONO 10 2 1+00.00 AGUACA -A, 41 5+66 3 PL 5, �N;; 2� 6 0) 31.25' 17.375' 13.875' OT rr- 44 Cp 4.00' 26,75' 11 7Q S/W 13.375' 11375' ....... DIAL TOLL FREE 0 0 FL FL ty 1-800-227-2600 L 9 2% 1 1 .,/. I AT LEAST TWO DAYS 2% 2% BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA 4"ROLLED 4"ROLLED CURB CURB ti REVISIONS CITY OF ATASCADERO NOTE: MINIMUM STRUCTURAL SECTION SHOWN.ACTUAL SECTION SHALL BE design NO. DATE DESCRIPTION APPROVAL IMPROVEMENT PLANS FOR DETERMINED BASED ON R-VALUE AT TIME OF CONSTRUCTION AND A TRAFFIC INDEX OF 7. professionals TRACT 2614 0< ESS U; ROAD SECTION: MADRONO STA 5+50.00 TO 9+34.49 A�4 TYPICAL N: M6QRQNO P. STA 5+45.00 TO 9+34.49 NOT TO SCALE Acceptedr Construction Q planners 0) civil engineers land surveyors land iz Lic.No.26,431 1998 santa barbara st- san lois obispo,ca 93401 1 10 1 - Expires 3/31106 ph:SOW649-8668 email:ada@edainc.corn City Engineer Dhte CURVE TABLE CURVE RADIUS DELTA LENGTH C30 18.50' 95"12'14" 30.74' SCALE IN FEET CIV I\, DESIGNED BY: N 742 E 1192 C5 60.00' 77026'21" 81 A9' C31 70,82' 21005'53" 26.08' 111111"09 OP CA\� SURVEY CK: 86.06' �0 0, 20 40 C6 42.00' 89"02'42" 65.27' C32 55.37' 89002'42" C27 49.18, 71049'17" 61.65 C33 28.6 89002'42" 44A J&rKY'P.WAG ER RCE26,431 CITY W,O,No. SHEET C28 70.82' 19054'28" 24.61' C34 18-50' 90-00"00" 29.06' ............. ------- STAFF ENG.. C14 r� 5 OF 42 18.50, 65031'53" 21.16' C35 18.50' 90-00-00" 29,06' ------- W--4� ----------- ---------- ---------- ----------------- ----------------- —-—---------- ----------------- ------------- ------------------ -------- -------------------- -------------------------- ------------------------- ------------------ ---------- ------ --------- ------ DEMOLITION AND PROTECTION NOTES: _ _ __.__.._. HIGH POINT ELirY._=. _ 8855 NOTE.: PROTECTIVE FENCING SHALL BE INSTALLED AROUND EACH TREE TO REMAIN AT �.__-- ____.............__._....-----__.__...-....-..-_...._._..........._ _ ...... _------------.______.___..._._._._.._._._...._..._ HIGH POINT STA r 10+119.91 THE DRIPLINE,OR AS DIRECTED IN THE FIELD BY THE ARBORIST. THE FENCING SHALL BE PVI STA=10+90 INSTALLED PRIOR TO ANY SITE.CLEARING OR GRADING ACTIVITIES,AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE,INCLUDING LANDSCAPING. THE FENCE PVI ELEV=874.48 SHALL BE A MINIMUM OF 4'TALL AND SUPPORTED BY STAKES AT LEAST EVERY 10'ON A.D.=-2.01 CENTER. WEATHERPROOF SIGNS SHALL BE PERMANENTLY POSTED ON THE FENCES, K=24.91 STATING THE FOLLOWING:"TREE PROTECTION ZONE. NO PERSONNEL,MATERIALS OR 50.00'VC VEHICLES ALLOWED. DO NOT MOVE.OR REMOVE THIS FENCE." 880880 L.�J SAWCUT 18"MIN.TO COMPETENT ASPHALT CONCRETE,DEMOLISH AND REMOVE ;t € - _ it -� EXISTING ASPHALT CONCRETE PAVEMENT SECTION. 000.a 2 p z z 2 � C°X "Q N p z U L�_.I COORDINATE WITH THE UTILITY COMPANY ON THE RELOCATION OR o V ra ti ni`* .+•• ti �� UNDERGROUNDING OF THE EXISTING OVERHEAD LINES AND UTILITY POLES. C i G1 t- as C er w- 00 �p U. tai j ��j 0) U 0 2 U. to 00 ROAD CONSTRUCTION NOTES, �e tZ tiger- m mc3 Wa' �� M CO + + V_CIO � mC14 r� 1 CONSTRUCT 6"CONCRETE CURB PER CITY OF ATASCADERO STANDARD PLAN 418. 875 }�. _._.....,:.. m(100 r 00 _ _ no 875 I 1.00% `1.01% (D CONSTRUCT 6"CONCRETE CURB AND 18"GUTTER PER CITY OF ATASCADERO iiiiiiiiiiiiiiiiiiiiiillo - __ STANDARD PLAN 418. CONSTRUCT 4"MOUNTABLE ROLLED CONCRETE CURB PER DETAIL"D" SHEET 40. J CONSTRUCT CONCRETE DRIVEWAY PER DETAIL"F",SHEET 41 AND CITY OF ATASCADERO STANDARD PLAN 423.WIDTH PER PLAN. 870 870 �J CONSTRUCT SIDEWALK RAMP PER CALTRANS STANDARD DRAWING A88A PER DETAIL -_--__ _._____________.�...._._._..__._.-..___ .__ "I„ SHEET 41. I �.� CONSTRUCT SIDEWALK PER CITY OF ATASCADERO STANDARD PLAN 419,WIDTH PER j PLAN.6"MINIMUM THICKNESS AT DRIVEWAYS;OTHERWISE 4"MINIMUM. I CONSTRUCT CROSS GUTTER&SPANDREL PER CITY OF ATASCADERO STANDARD PALN 421. 865 __.._._........ __ _ -_ _ __ - -_ - 865 ROLLED 4"CURB TO 6"CURB TRANSITION PER DETAIL"H",SHEET 41. 9 INSTALL STREET LIGHT PER CITY OF ATASCADERO STANDARD DRAWING 703. 1 INSTALL STANDARD STREET MONUMENT PER DETAIL 426,SHEET39. 10+00 11+00 PROFILE 12+00 11�^ R� CONSTRUCT PAVEMENT STRUCTURAL SECTION PER DETAIL"K",SHEET 41 AND CL STATION SCALE: V=20'HORIZONTAL CALTRANS STANDARD SPECIFICATIONS SECTION 26&39. 1"= 4'VERTICAL 12 CONSTRUCT 4'WIDE CONCRETE WALKWAY PER DETAIL"J",SHEET 41. 13 PAINT 12"SOLID WHITE THERMOPLASTIC LINE FOR CROSSWALK AS SHOWN. o Kf DRAINAGE CONSTRUCTION NOTES: cc 9 3� Rist O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO m .. IV & w �'�. ' � �- � ;,. Qom` �' ;' STANDARD PLAN 501, LOT 29 LOT �*' � L.OT 27 � �� ' 6�° �� '� (D CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD + cri 5 °�° : �'y PLAN 502. CONSTRUCT NEW STORM DRAIN,IDENTIFYING LETTER PER PLAN. REFER Ix a TO STORM AND ADDITIONAL PROFILE TS ......... C% a + , x •� g 'i, ,3 CONSTRUCTION IINFORMATIN.E(SEE OALSO SHEETS 18-24). • .;,r,' •.f- ,/� ,at '��' etas, CONSTRUCT STORM DRAIN HEADWALL PER CALTRANS STANDARD PLAN D89,"SINGLE HEADWALL". 'r., •y.. -- '! a x s ss,• . ;" + , alar{:}it r \ Lt3 NV.- f;; KRA • '•} 1I � b:< >.' �br�`F a:.t' hurt .�"� 3` ��1:�N^,�`'`r aid z F '. \ , a a t i a nx t,� ► W 'sties ""` 1f3+95.66 PL ,� .t h •'# 0 � ti A � � LOT 26 X __ X X bar + x g M111 F , �,x , Std ,.$ •O 0 pZ•-._:._.:_.• ,. 0, GA VT AG. �? Q iOA « t!<,p dpi< t a t.. .. l��'p•• `Tl! , L�MM�(�/A\JjiT 1 »ti3 �i . ` E 7 4 , ' - . LOT 24 y r 5r . • 'T, i ttyy R_} SHEET 10 31.25' 26.375' 17.375' 13.875' 12.50' 13.875' 4.00` 26.75' S/W 13.375' 13.375' 2 .50' 12.125' 13.375' EAG, O d FL FLS 1.5' 1.5' 1.5' 1.5' 1 .375' FL ft' � DIAL TOLL FREE 1.5' 0 1-800-227-2600 2% - w AT LEAST TWO DAYS 4"ROLLED `' 4"ROLLED 6"CURB .. t BEFORE YOU DIG a CURB CURB 4 ROLLED N CURS UNDERGROUND SERVICE ALERT OF CALIFORNIA Q NOTE: MINIMUM STRUCTURAL SECTION SHOWN.ACTUAL SECTION SHALL BE NOTE: MINIMUM STRUCTURAL SECTION SHOWN.ACTUAL SECTION SHALL BE R E V I S 10 N$ CITY OF DETERMINED BASED ON R-VALUE AT TIME OF CONSTRUCTION AND A TRAFFIC INDEX OF 7. DETERMINED BASED ON R-VALUE AT TIME OF CONSTRUCTION AND A TRAFFIC INDEX OF design NO, DATE DESCRIPTION APPROVAL � ATASCADERO IMPROVEMENT PLANS FOR TYPI AL ROAD SECTION: MADR N, TYPICAL ROAD SECTION: MADRONO professionals o NOT TO SCALE - STA 9+34.49 TO 12+44.42 NOT TO SCALE CESS 1 TRACT 2014 STA 5+45.00 TO s+ 4.49 P ` < MADRONO STA 9+34.49 TO 12+44.42 � � ► - -- -_ Accepts ns#ruction ° CURVE TABLE <u CURVE RADIUS DELTA LENGTH civil engineers land surveyors land planners - Lic.No.26,431 1898 santa barbara st ' san Iuis Obispo,ca 93401 C7 52.00' 30019103" 27.52' C8 36.00' 234°42'30" 147.47' * Expires 3/31/08 * ph:8t?5158-9658 ' email:eda@edainc.com City E eer Dfe" C9 44.65' 24°23'27" 19.01' SCALE!N FEET �'' CIV l� �� ° '`� DESIGNED BY: C36 38.63' 2423'27" 16.44 TF O CAS-�� ___. N 742 E 1192 0 C37 38.63' 30°19'03" 20.44' 20 0 20 40 'fl SURVEY CK: o p C38 18.50' 59°40'57' 19.27' JEFFREY P.WAGN RRCE 26,431 DTE CITY W.O.No. SHEET C39 18.50' 105°43'22" 34.14' Cao a9.37' 220°06148" 189.68' STAFF ENG.: OF 42 DENIQLITIQN AND PROTECTION NOTES: ___ -._- - ---.._...._._........_,_..,_..__.___-._.___..__�__ 880 880 50.01),VC NOTE: PROTECTIVE FENCING SHALL BE INSTALLED AROUND EACH TREE TO REMAIN AT i HIGH POIN ELEV=870.14 THE DRIPLINE,OR AS DIRECTED IN THE FIELD BY THE ARBORIST. THE FENCING SHALL BE i INSTALLED PRIOR TO ANY SITE CLEARING OR GRADING ACTIVITIES,AND SHALL REMAIN HIGH POIN S7A=4+45.26 IN PLACE UNTIL CONSTRUCTION IS COMPLETE,INCLUDING LANDSCAPING. THE FENCE PVI STA=4+50 SHALL BE A MINIMUM OF 4'TALL AND SUPPR,TED BY STAKES AT LEAST EVERY 10'ON 2 INT @ 25' CENTER. WEATHERPROOF SIGNS SHALL BE PERMANENTLY POSTED ON THE FENCES, A.D.=-1.78 STATING THE FOLLOWING:"TREE PROTECTION ZONE. NO PERSONNEL,MATERIALS OR 50.00 VC ct ��,- K= 8,0$ + VEHICLES ALLOWED. DO NOT MOVE OR REMOVE THIS FENCE." PVI STA=1+92. 9 �. F_ cri °0 0 ... `t �__ _ _ __.:::. _ _ _ _ __�_ r ____ _ _ __._._______- - __..___ ____- _ _ _..-_-_... ...._._ ____ __. .. 875 875 -- -- --•'..•'-- p�N © `,� y _..... ,....._._ �j i1 p El SAWCUT 18"MIN.TO COMPETENT ASPHALT CONCRETE,DEMOLISH AND REMOVE A.D,W-4.28 �(r �fY P.r tL' c�� ,`�M r=� m � w w �p , EXISTING ASPHALT CONCRETE PAVEMENT SECTION. K=11.69 as 'ry w ccs -4© �r �` 1 S IV- ¢ - � COORDINATE WITH THE UTILITY COMPANY ON THE RELOCATION OR r� n t`�O. "� 00 ,' �..� m U_ UNDERGROUNDING OF THE EXISTING OVERHEAD LINES AND UTILITY POLES. r< ? M� ib + +© 870,25 +N�6 � ROAD CONSTRUCTION NOTES. 0 W w N'(/� N f�J co CA I LO VCO U � � PVI It > � +� i1 0 U _.._ Q I m m ___ w w _ _ ___ _ -__..._... -- ___...__. _.. __ _ - _ 870 CONSTRUCT 6"CONCRETE CURB PER CITY OF ATASCADERO STANDARD PLAN 418. 870 - a a 868.39 7 ° _ _ - _ _ - oLL �ca X j PVI _ - - -- - \�/ CONSTRUCT 6"CONCRETE CURB AND 18"GUTTER PER CITY OF ATASCADERO .�<< to D j 0.72/0 _ - -- _` ' _ � STANDARD PLAN 418. U_ CONSTRUCT 4"MOUNTABLE ROLLED CONCRETE CURB PER DETAIL"D" SHEET 40. EG CL y JCISr� U 15001/0 - 4 CONSTRUCT CONCRETE DRIVEWAY PER DETAIL"F SHEET 41 AND CITY OF ATASCADERO STANDARD PLAN 423.WIDTH PER PLAN. 865 ---'--__ 865 5 CONSTRUCT SIDEWALK RAMP PER CALTRANS STANDARD DRAWING A88A PER DETAIL "I" SHEET 41. CONSTRUCT SIDEWALK PER CITY OF ATASCADERO STANDARD PLAN 419.WIDTH PER PLAN.6"MINIMUM THICKNESS AT DRIVEWAYS;OTHERWISE 4"MINIMUM. .. CONSTRUCT CROSS GUTTER&SPANDREL PER CITY OF ATASCADERO STANDARD PALM 421. 860 _ �ti� b� �Q�� 860 8 ROLLED 4"CURB TO 6"CURB TRANSITION PER DETAIL"H" SHEET 41. INSTALL STREET LIGHT PER CITY OF ATASCADERO STANDARD DRAWING 703. ,O? '4~O i IDENTICAL STATION 10 INSTALL STANDARD STREET MONUMENT PER DETAIL 426,SHEET 39. �7 R O F I L - 11 CONSTRUCT PAVEMENT STRUCTURAL SECTION PER DETAIL"K",SHEET 41 AND CALTRANS STANDARD SPECIFICATIONS SECTION 26&39. .�• t�, SCALE: 1" 20'HORIZONTAL O 4 ,�„ -- - 1"= 44'VERTICAL --_...._....v,-_.._..,.....__...-__-�-- - __ _ __ _---.__-,__.__._w_--_- 855 12 CONSTRUCT 4'WIDE CONCRETE WALKWAY PER DETAIL"J" SHEET 41. 855 -_� ..___.-----...._.___.__._.-___ ____---_.__ _ _ _ + +00 +®0 „„� � 13 PAINT 12"SOLID WHITE THERMOPLASTIC LINE FOR CROSSWALK AS SHOWN, CL STATION 1+QQ QQ � DRAINAGE CONSTRUCTION NOTES: ua7 4 4 LOT A� �1 CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO LOT 5Q LOT 49 LOT 48 LOT ; i `t ,•. 4 STANDARD PLAN 501. LOT 51 4 4 47 L/"�'t" 45 `./CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD LOT PLAN 502. 3 CONSTRUCT NEW STORM DRAIN,IDENTIFYING LETTER PER PLAN. REFER SIZE,TYPE,AND ADDITIONAL .-- ca .. a>- ., �,� ch . _ -__._.._..............._.._,..,.___-_�.,. : - as + oy, Q\' 41' CONSTRUCTIONNINFORMATION.ESEE ALSO SHEETS 18-24). -875 4 '� N :c4 ai v ai �- °; `"' �~ �, `�� rix .ri j �• cr � ••'N� :.� :••� � an _ - ;� " ,x •'�`,••;• •. - - CONSTRUCT STORM DRAIN HEADWALL PER CALTRANS STANDARD PLAN F cti `p-'; ♦ .. LOT 44 D89, SINGLE HEADWALL". CURB RETURN LE (/ wa+,,1� C17 .0 rJ .� f Q ti f Y LOT �r , a -"�i w "5 1_ ` .. .. , . .. 1404 19 24 � � ',,� _880- 477,; 880- 2.7 7 1 4 INT�V .. - ..... .. -,. � r L RB TRANSIT ON l-87 4 2+ c+v 5 cU _ LOT CURB RETURN LEFT . . � , E„ W s � 43. v 0 a p ,5 �fl pti c25 10• 50. 'VC L=25.49' 0 a ,m "'� +29.36 ; x .. + •• * PVI ST w 4+50 INT Ua Z � �(9+ 3.7 S MM s 7r p p X -t3: 4 15.87, ?1.87'L A.D. -1.56 3 'ice,* r. 4a`°W w �Q�° i �`,vra'� LQT J9 M{r __875 K 2.09 t d ip $1 + r2 •'4 • -865 �,�• � 4+ 4+18.27 3.1 �• � � � O LOT 53 2+1x,34 27.78 �� LQT 42 m , PL + �, cc ri TC PL a co co U 4 V> 010Go uAi W 870.29 vi 6i m `J �' v c� 11`5 4 2+118.87,19.87'Lt. yz r ,t 2+12.39 11. 4+30. - j PVI j 0 +� `: Rt. 65, 19.88'L m w �i °° w r- ��ry°° 4 VN 1{j,. t.;4.. m TC W +c� �i 0)�p0 1 2+01.9 y' LOT 58 _"'"~ 1.130% 0.72% -0.84% -0.84% �� °q' oD � 2�7 - HORI 4NTAL II 1'PL `°' I _- ,�6 SCALE: 1 20'HORIZONTAL 1 �'+�y4 4+.43.53 11.88' 87 a 1"w 4'VERTICAL LOT V V Rt. _ +99.34 W�1Q, 869.8 _ -,% PL SCALE: 1' 20'HORIZONTAL -860- M n 1' - 4'V ERTICAL. PVI i .39,'1'.88'' LOT 41 , LOT 54 Ww10' Rt. 4 4+,%57 p� LOT 57 JL,11-cn11 : +76.87, 91 " LO* 6 8a'Rt • �� 79.34 P�, W'1"0 CURB RETURN RIGHT _ 88�_- - 9•i• 9 -875 .89 Pi, rt =M1f; r 1+72.39, 11 � � W=1 88'Rt.. 4 4•-76.57 4 C19 W�1 a 4 L=36.14 50.043 PORTION OF CL 0 q 4 83 11.8g'Rt, x CURB RETURN RIGHT -- - .53 4 INT u4 TRANSrTION 00'vC «� t LQT2 w-1(}� PVI S =1+92.39 "' "" ,� c2C C7 4+86 9 -~w"" L=1$.79' 2 INT{ 25 fi C' t. - x LQT 5� 37 50. V Q A.D.=-4.2$ LQT 55 B Rt. ECR PVI ST) =4+50 2 INT 2 g K 11.69 w o A.D. -1.25 ---875 -871? v __ _.._- a appy w ua 1+38.39, "_� '"•. � � tCo ,t $ E- U ti F- 5. 0/° 0.72 k 9+39.17 10 10 r r r 1+33.39 91 _" - � � Y �� ,A3q" q r'r' Q U 3 �ci 868.39 1Q - 37 Rt.ECiwt ;�3�'' -q .. + c$ e + $ Z © C ,z� 7 r ci 4 CIS l _ „ 8 4,29 I- t-- �- 3,1 °fo pW tt) x E- i � ui 6j c7 oa -- X -- PVI (tQ 2+60.30 MADRC?N p o X .+ :+ oo t3 C,3 t y p \ 0� A 100.00 GALERIA �' >� ,� � �1,., ,, ,, ti� + w� '. ;N m TC w 1+ ca t; m •r a7 m 00 4.6 ° .• 21.91 •• � 4:• _„--•~.--••'" � '' .,, ,,,W " 0 3� 14 k PL + GALE G'`f ----- t �.; w,f x ° a TC 3 1 00.00 G - x cp 1.00% 0.72 k /o 865 .... ...„ ,� , . • ._... E`"'•-�, ' -870 J 1 - i NTAL ALE: 1 =20'HORIZONTAL SCALE. 20'HORIZONTAL ZO . .._ _ _::.. ,..: r ,,..,.,. .. •••-� . . -•--"��'�.. � :� SC , ,,.. TI A , .. -_._- ,., _.:�`• � 1' RTI AL 1 4 VER C L ,. . ...>.. . „ .,... . .,. ,.:.. ,>» 4'VE C QQ A.V 4 fit' . •t, N , `, . r .. .......,._.if ..r.t � .'+d. _Y.a..._ 1.�.•F,_ <. -:1 ...,.,,. J ..., _. ra ! E : --= 70 s L ,r /'�+ - M r o d .f..A DIAL TOLL FREE ff r 1-800-227-2600 � 23.75' AT LEAST PNO DAYS °- y BEFORE YOU DIG a SHEET 8 11.375' 11.375' UNDERGROUND SERVICE ALERT OF CALIFORNIA CURVE TABLE CURVE RADIUS DELTA LENGTH Tky'f REVfSIC7NS F A T A S C A D E 0 C4 500,00' 104601"01' 15.42 FL 8.375' 8.375' FL 0 design N©. DATE DESCRIPTION APPROVAL M! C10 30,00' 83°59'25'` 43.98' 1.5' 1.5' 1.5' 1.5" pi"t39e88ft311aI8 IMPROVEMENT PLANS FOR Q C11 50.00' 25°03'47' 21,87' 14 ° ,t 4' TRA � � C12 41.71 121 0421 88.14 2% ESS/ C GALERIA STA 1+00.00 TO 5+17.34 �. C17 20.00' 89046'26" 31.34' `( P n OD C19 20,00' 103°32'22" 36.14' 4"ROLLED `�� •,. 4� Accepted f anstruction ,Y C23 486.63' 1 005156" 9.33' 4 ROLLED CURB CURB �, civil engineers land surveyors land planners C24 513.38' 1°46'01" 15.83" ,(`� � Lie.No.26,431 1988 sante��st • sen Isis ot3ispo ca 93401 C25 20.00' 73°00`41" 25.49' Expires 3!31!08 ph:805!549.8858 email:oda@odainc.com Engineer ito C26 10.00' 107°39'24" 18.79' N Q' v NOTE: MINIMUM STRUCTURAL SECTION SHOWN.ACTUAL SECTION SHALL BE �q� CIV I DESIGNED BY: C41 41.38' 83059'25" 60.65' F �� E 9� C42 18.62' 83°59'25" 27.30' DETERMINED BASED ON R-VALUE AT TIME OF CONSTRUCTION AND A TRAFFIC INDEX OF 7. OF CAS 1 C43 38.62' 25003'47" 16.90' SCALE IN FEET ___-___ SURVEY CK ` a C44 61.37' 25°03'47" 26.85' TYPICAL. ROAD SECTION: GALERIA JE Y P.WA NER RCE 2$,431 DATE CITY W.O.Na. SHEET o C45 53.08' 121°04'21" 112.17' 20 0 20 40 - NOT TO SCALE �` STAFF ENG.: / (}F +L�2 `..•'. x C46 30,33' 1210042111 64,10' } _.._..__._, - - - _._ ---. , w._n_-------------------- _._-,_ _._----------- _..,__ ___, _._ _ _- __ _ ._-- ----- - ---------------------- -- ---- --- --------------, -----____ - --.._.. _---- _._,,.... . _ _ _. -- _._.._- -- _----- -------._,_._._. ,m,_. ------- ---------- DEMOLITION AND PROTECTION NOTES: CURB RETURN NOTE: PROTECTIVE FENCING SHALL BE INSTALLED AROUND EACH TREE TO REMAIN AT C20 L=28.73' THE DRIPLfNE,OR AS DIRECTED IN THE FIELD BY THE ARBORIST. THE FENCING SHALL BE INSTALLED PRIOR TO ANY SITE CLEARING OR GRADING ACTIVITIES,AND SHALL REMAIN 4INT U4 IN PLACE UNTIL CONSTRUCTION IS COMPLETE,INCLUDING LANDSCAPING. THE FENCE SHALL BE A MINIMUM OF 4'TALL AND SUPPORTED BY STAKES AT LEAST EVERY 10'ON CENTER, WEATHERPROOF SIGNS SHALL BE PERMANENTLY POSTED ON THE FENCES, STATING THE FOLLOWING:"TREE PROTECTION ZONE.. NO PERSONNEL,MATERIALS OR VEHICLES ALLOWED, DO NOT MOVE OR REMOVE THIS FENCE." —87 z SAWCUT 18"MIN.TO COMPETENT ASPHALT CONCRETE,DEMOLISH AND REMOVE U EXISTING ASPHALT CONCRETE PAVEMENT SECTION. h� w tU- -6.7 � � 'n 1; 00 W)r � 2 COORDINATE WITH THE UTILITY COMPANY ON THE RELOCATION OR UNDERGROUNDING OF THE EXISTING OVERHEAD LINES AND UTILITY POLES. 0.30% rTC ROAD CONSTRUCTION (COTES: 2•�°�0 1 CONSTRUCT 6"CONCRETE.CURB PER CITY OF ATASCADERO STANDARD PLAN 418, 2,24010 CONSTRUCT 6"CONCRETE CURB AND 18"GUTTER PER CITY OF ATASCADERO V STANDARD PLAN 418. Vi04 FV c IpEN�/CAL CONSTRUCT 4"MOUNTABLE ROLLED CONCRETE CURB PER DETAIL"D" SHEET 40. n T- SrATIpN 'e z�- 5 URS TRANSITION CONSTRUCT CONCRETE DRIVEWAY PER DETAIL"F",SHEET 41 AND CITY OF 4�- is ATASCADERO STANDARD PLAN 423.WIDTH PER PLAN. SCALE: 1":20'HflRlZONTAL 4"= 4'VERTICAL 5 CONSTRUCT SIDEWALK RAMP PER CALTRANS STANDARD DRAWING A88A PER DETAIL "I" SHEET 41. ri M 41NT L14 CONSTRUCT SIDEWALK PER CITY OF ATASCADERO STANDARD PLAN 419.WIDTH PER rs L=30.65' PLAN.6"MINIMUM THICKNESS AT DRIVEWAYS;OTHERWISE 4" i C18 CONSTRUCT CROSS GUTTER&SPANDREL PER CITY OF ATASCADERO STANDARD PALM 421. �J ROLLED 4"CURB TO 6"CURB TRANSITION PER DETAIL"H" SHEET 41. 9 INSTALL STREET LIGHT PER CITY OF ATASCADERO STANDARD DRAWING 703. u �� U 11 q _� _..._............_.._ ._ --r__�_ _. 870 10 INSTALL.STANDARD STREET MONUMENT PER DETAIL 426,SHEET 39. Ix CR 5 U f- 11 CONSTRUCT PAVEMENT STRUCTURAL SECTION PER DETAIL"K",SHEET 41 AND b cn w (D CALTRANS STANDARD SPECIFICATIONS SECTION 26&39. C C7 U..= M ol ' C6 4) Ui � `obi' r`�2 ' f 00 12 CONSTRUCT 4'WIDE CONCRETE WALKWAY PER DETAIL"J",SHEET 41. , N �S U 13 PAINT 12"SOLID WHITE THERMOPLASTIC LINE FOR CROSSWALK AS SHOWN. co + rn ss5 DRAINAGE CONSTRUCTIONNOTES: ____ __..---_.................. _ 865 aCONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 501. N. (D CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD z`Vi�C7 PLAN 502. _ CONSTRUCT NEW STORM DRAIN,IDENTIFYING LETTER PER PLAN. REFER TO STORM DRAIN PROFILE SHEETS FOR PIPE SIZE,TYPE,AND ADDITIONAL 860 --' - --- ��'-,-"-' _.'._.._- --- 860 CONSTRUCTION INFORMATION.(SEE ALSO SHEETS 18-24). r i r 5 9-{010 CONSTRUCT STORM DRAIN HEADWALL PER CALTRANS STANDARD PLAN � SQ D89,"SINGLE HEADWALL". 855 __ _J_ __ __-m.. 855 1+00 P R U F I L E 2+00 SCALE: V=20'HORIZONTAL V= 4'VERTICAL CL STATION SHEET 4 e t, it;k �. ` V .6 1 ,$ tt LOT 2 LCAT 56 t �; Ca t 1+06:$1 , k U, Q 3.70'Lt.SSMw ......... Ofd GALER1A CT= � � (867) . o t 1 +00.00 GALERIA� N 22 4135 w 1 2•+60.30 MADRONO � 5 w .1t3• :w 1 3 cP ctr .... S:f(1 M1 FZY�:yyy X�YA,' 'WA.t'.. •' UJ , t r . , w u 19.75' 9.875' 9.875' ,�.�. ... ... M .. ....864'..- 9.375' 9.375' .::: � 'd� aO•r �. FL FL t>~ 2% 20/a _. _- X _ _ x SCALE IN FEET --- - �- � ®SAL TOLL FREE . LOT 55 y. X.. LST 1 1-800-227-2600 N 4"ROLLED ;^:.• 4"ROLLED 1 2 F 20 0 20 40 CURB CURB { AT LEAST TWO DAYS 8 .. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA NOTE: MINIMUM STRUCTURAL SECTION SHOWN,ACTUAL SECTION SHALL BE G�L I C"� A DETERMINED BASED ON R-VALUE AT TIME OF CONSTRUCTION AND A TRAFFIC INDEX OF 7. �,7# 7 C `t "" 51 N TYPICAL fl $� j"� SECTION: GALERIA jam" R E V I S I U N G 1 1 d 1 �L�f7� F\� 6✓ L✓T4fl�. V I0 _ ER`0 NOT TO SCALE design NO. DATE DESCRIPTION APPROVAL 0 professionals IMPROVEMENT PLANS FOR TRACT" 2614 ESS -- GALERIA CT STA 1+00566 TO 1-X86.19 P _ _ Accept for Construction co co civil engineers land surveyors land planners -- — 9998 sante bart�ara st sen lois Obispo,ca 93401 - - U CURVE TABLE Lic.No.26,431 805t549y8fi58 email:eda@odainc.com __� - 4�.__._M_ ____ D fie CURVE RADIUS DELTA LENGTH * Expires 3/31/09 ' a eda __.._...._.___.__ ._ City E sneer C3 300.00' 15°53'19" 83.19' C17 20.00' 89°46'26" 34.34' s� CIV iL �� DESIGNED BY: ATF p� At� � N 742 E 1192 C18 20.00' 87°49'10" 30.65' C C19 20.00' 103°32'22" 36.14' Ila I SURVEY CK: 1E E P.WA NER CE 26:431 TE CITY W.O.No, SHEET o C20 20.00' 82°18'27" 28.73' — --- C21 286.62' 2°21'03" 11-76' STAFF ENG.: d •� OF 42 C22 313.37' 5°10'17" 28.28' CURB RETURN LEFT DEMOLITION AND PROTECTION NOTES: C30 L=30.74' NOTE: PROTECTIVE FENCING SHALL BE INSTALLED AROUND EACH TREE TO REMAIN AT CURB RETURN LEFT THE DRIPLINE,OR AS DIRECTED IN THE FIELD BY THE ARBORIST. THE FENCING SHALL BE 41NT U4 C34 INSTALLED PRIOR TO ANY SITE CLEARING OR GRADING ACTIVITIES,AND SHALL REMAIN L=29,06, IN PLACE UNTIL CONSTRUCTION IS COMPLETE,INCLUDING LANDSCAPING. THE FENCE z 4 INT L/4 SHALL BE A MINIMUM OF 4'TALL AND SUPPORTED BY STAKES AT LEAST EVERY 10,ON CENTER. WEATHERPROOF SIGNS SHALL BE PERMANENTLY POSTED ON THE FENCES, Uj 0 STATING THE FOLLOWING:"TREE PROTECTION ZONE, NO PERSONNEL,MATERIALS OR z VEHICLES ALLOWED. DO NOT MOVE OR REMOVE THIS FENCE," 's co 0 04 C! + SAWCUT 18"MIN.TO COMPETENT ASPHALT CONCRETE,DEMOLISH AND REMOVE % -0,43 + r- r- 00 OA 00 ob co an 100% 4 EXISTING ASPHALT CONCRETE PAVEMENT SECTION. Cl) _61N C1 I 11� JRB LT TIC COORDINATE WITH THE UTILITY COMPANY ON THE RELOCATION OR C14 C14 01i rl- I +r_ SCALE: I"=20'HORIZONTAL -1,37%Nco 00 00 00 00UNDERGROUNDING OF THE EXISTING OVERHEAD LINES AND UTILITY POLES. 1"- 4'VERTICAL __ 1 -0.50% ROAD CONSTRUCTION NOTES: LT TC TC SCALE, 1"=20'HORIZONTAL I"= 4'VERTICAL CONSTRUCT 6"CONCRETE CURB PER CITY OF ATASCADERO STANDARD PLAN 418. 885 ...................... CONSTRUCT 6"CONCRETE CURB AND 18"GUTTER PER CITY OF ATASCADERO 885 STANDARD PLAN 418, CONSTRUCT 4"MOUNTABLE ROLLED CONCRETE CURB PER DETAIL"D",SHEET 40, HIGH POINT -'-LEV=872.71 HIGH POINT ')TA=2+96.07 CONSTRUCT CONCRETE DRIVEWAY PER DETAIL"F",SHEET 41 AND CITY OF 50.0 Y VC ATASCADERO STANDARD PLAN 423,WIDTH PER PLAN. PVI STA=3+00 CONSTRUCT SIDEWALK RAMP PER CALTRANS STANDARD DRAWING A88A PER DETAIL 2 INT @ 26' "I",SHEET 41, 880 880 IDENTICAL STATION K='011.07 CONSTRUCT SIDEWALK PER CITY OF ATASCADERO STANDARD PLAN 419.WIDTH PER PLAN.6"MINIMUM THICKNESS AT DRIVEWAYS;OTHERWISE 4"MINIMUM. + + us 04 CONSTRUCT CROSS GUTTER&SPANDREL PER CITY OF ATASCADERO STANDARD CID It LAO PALN 421. > 0) z M w Uj 0_j it ce) ROLLED 4"CURB TO 6"CURB TRANSITION PER DETAIL"H",SHEET 41. c`iC6rd 0 2L co 00 t .00 + + 0 -7 875 V 0§Cn 875 INSTALL STREET LIGHT PER CITY OF ATASCADERO STANDARD DRAWING 703. cm(0 0 r�00 INSTALL STANDARD STREET MONUMENT PER DETAIL 426,SHEET 39. 872.85 N 14:f I If + 82 EG CL U_ + /PVI 11 M 00 00 CONSTRUCT PAVEMENT STRUCTURAL SECTION PER DETAIL"K",SHEET 41 AND .............. 70/. 9 CALTRANS STANDARD SPECIFICATIONS SECTION 26&39. + it 00 CONSTRUCT 4'WIDE CONCRETE WALKWAY PER DETAIL"J",SHEET 41. 13 PAINT 12"SOLID WHITE THERMOPLASTIC LINE FOR CROSSWALK AS SHOWN, 870 870 DRAINAGE CONSTRUCTION NOTES: CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO CL STATION 1+00 41111111111�111111111P R 0 F I L E 2+00 3+00 4+00 STANDARD PLAN 501, SCALE: V=20'HORIZONTAL CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD 1"= 4'VERTICAL PLAN 502. CONSTRUCT NEW STORM DRAIN,IDENTIFYING LETTER PER PLAN, REFER N.._._..__.-._ � CURB RETUR14 LEFT (D TO STORM DRAIN PROFILE SHEETS FOR PIPE SIZE,TYPE,AND ADDITIONAL C35 L=29.W CONSTRUCTION INFORMATION,(SEE ALSO SHEETS 18-24). CURB RETURN 4 INT @ L/4 CONSTRUCT STORM DRAIN HEADWALL PER CALTRANS STANDARD PLAN RIGHT Uj D89,"SINGLE HEADWALL". TIC 1.000/0 0 0.43% 0.56% z ON CURB Z 0 0 �Q_ co r4 Z4 po— Q r-- CID 00 w 00 + M C14 Oki fl- 04 + + r T1_ fl- -370/1C11 00 w 00 66 QD 00 + 4 INT @ U4 050% 21.16' C29 RT TC _7TC SCALE: V=20'HORIZONTAL SCALE: 1 2Q'HORIZONTAL 1 = 4'VERTICAL I" 4'VERTICAL lui t 00.00 AG)JACATE 10 LLJ 5+86.41 MADRONO LAJ 35 U) 7 a.1 LOT 63 '0 10 0 21.50' U) Uj 6 T 18 10 (1 12.50' 9.00 Uj 6 W=4' 8,50, 8.50, + C4 M 4,00' W=4' U) -7 r Sm < • K --------- FL FL Ix k Rol 2% 51,111111),"11,, 2% 2% -g Of fL 11 LOT 17 4"ROLLED < 4"ROLLED CURB CURB C11— co CT + 0) k V DIAL TOLL FREE 00 NOTE: MINIMUM STRUCTURAL SECTION SHOWN.ACTUAL SECT"SHALL BE LOT 16 + + DETERMINED BASED ON R-VALUE AT TIME OF CONSTRUCTION AND A TRAFFIC INDEX OF 7. 0 C14 N .04. 1-800-227-2600 4, 4* 4� TYPICAL rD ICAL ROAD SECTION: AGUACATE AT LEAST TWO DAYS ........... BEFORE YOU DIG NOT TO SCALE 0 LOT 10 UNDERGROUND SERVICE ALERT OF CALIFORNIA OT 11 LOT 12 LOT 13 LO 14 LOT 15 of R E V I S 10 N S Nz�A Lo design NO. DATE DESCRIPTION APPROVAL CITY OF ATASICAD"ERU professionals IMPROVEMENT PLANS FOR CURVE TABLE TRACT 2614 ESS CURVE RADIUS DELTA LENGTH P AGUACATE STA 1+00.00 TO 3+62.94 C5 60.001 77o26'21 81.09, Accepted nstru C13 48.50' 52"57'00" 44.82' ------ CID civil engineers land surveyors land planners C14 33-50, 76o45'28" 44.88 1998 santa barbara st san lois obispo,ca 93401 C29 18.50, 65"31'53" 21,16' Lic.No.26,431 T C30 18.50, 95"12'14" 30.74' Expires 3/31/09 ph:8061649-8658 email:eda@edainc.com City Engineer late C34 18.50, 9011001w, 29.06' SCALE IN FEET (P CIVI\, DESIGNED BY: 90o00W1 0 C35 18.50, 29,06' ---- ----- OF CAI- N 742 E 1192 0 C47 40.00' 30o05'30" 21.01' 41 A Wf I i SURVEY CK: C48 57. 46-52'08" 1 46.63 20 0 20 40 JEIFTREY P.W�_G�NER RICE 26,431 DIATE_ CITY W.O.No, SHEET C49 25,00' 76o45,28" 33,49, AFF ENG.: 42.00' 7645'28"� 56.27' OF 42 J%HORIJ ONTAL7 ERT CAL 11-0 ---------- ---------- ---------- ----------------------- ------------------ ------ ------- ------------ ---------- ------------------ ----------- ------------- ------------------------------------- ------ -------- -- ---- ------- ------ IN DEMOLITION AND PROTECTIONNOTES: I CURB RETURN NOTE: PROTECTIVE FENCING SHALL BE INSTALLED AROUND EACH TREE TO REMAIN AT —880.-_. ...__.,_..............._.._--_.__ -- C39 THE DRIPLINE,OR AS DIRECTED IN THE FIELD BY THE ARBORIST. THE FENCING SHALL BE i L=34.14' INSTALLED PRIOR TO ANY SITE CLEARING OR GRADING ACTIVITIES,AND SHALL REMAIN z 4 INT C U4 IN PLACE UNTIL CONSTRUCTION IS COMPLETE,INCLUDING LANDSCAPING. THE FENCE ! 0 SHALL BE A MINIMUM OF 4'TALL AND SUPPORTED BY STAKES AT LEAST EVERY WON c p CENTER. WEATHERPROOF SIGNS SHALL BE PERMANENTLY POSTED ON THE FENCES, STATING THE FOLLOWING:"TREE PROTECTION ZONE. NO PERSONNEL,MATERIALS OR VEHICLES ALLOWED. DO NOT MOVE OR REMOVE THIS FENCE." C14 SAWCUT 18"MIN.TO COMPETENT ASPHALT CONCRETE,DEMOLISH AND REMOVE ---875- ---- + r r• cc? -1.QU -- — +Ito 4co CO °x°1.00°� EXISTING ASPHALT CONCRETE PAVEMENT SECTION. ! TC 1 _1 COORDINATE WITH THE UTILITY COMPANY ON THE RELOCATION OR UNDERGROUNDING OF THE EXISTING OVERHEAD LINES AND UTILITY POLES, ( ROAD CONSTRUCTION NOTES: SCALE: 1":20'HORIZONTAL 1"= 4"VERTICAL 1 CONSTRUCT 6"CONCRETE CURB PER CITY OF ATASCADERO STANDARD PLAN 418. CONSTRUCT 6"CONCRETE CURB AND 18"GUTTER PER CITY OF ATASCADERO STANDARD PLAN 418. CONSTRUCT 4"MOUNTABLE ROLLED CONCRETE CURET PER DETAIL"D" SHEET 40. �' CONSTRUCT CONCRETE DRIVEWAY PER DETAIL"F",SHEET 41 AND CITY OF 880 - - - ---- - - - 880 ATASCADERO STANDARD PLAN 423.WIDTH PER PLAN. CONSTRUCT SIDEWALK RAMP PER CALTRANS STANDARD DRAWING A88A PER DETAIL ii �pN t!a.r "I",SHEET 41. g© v �`C��S CONSTRUCT SIDEWALK PER CITY OF ATASCADERO STANDARD PLAN 419.WIDTH PER ©� U. PLAN.6"MINIMUM THICKNESS AT DRIVEWAYS;OTHERWISE 4 MINIMUM. f c Q CONSTRUCT CROSS GUTTER&SPANDREL PER CITY OF ATASCADERO STANDARD 875 - - �`�' ----- 875 PALN 421. + �n ROLLED 4"CURB TO 6"CURB TRANSITION PER DETAIL"N" SHEET 41. INSTALL STREET LIGHT PER CITY OF ATASCADERO STANDARD DRAWING 703. ! 10 INSTALL STANDARD STREET MONUMENT PER DETAIL 426,SHEET 39. i 11 CONSTRUCT PAVEMENT STRUCTURAL.SECTION PER DETAIL"K",SHEET 41 AND 870 — — 870 CALTRANS STANDARD SPECIFICATIONS SECTION 26&39, CL STATION 1+00 P R 0 F I L E 2+00 12 CONSTRUCT 4'WIDE CONCRETE WALKWAY PER DETAIL"J",SHEET 41. SCALE: V=20'HORIZONTAL 1°= 4'VERTICAL 13 PAINT 12"SOLID WHITE THERMOPLASTIC LINE FOR CROSSWALK AS SHOWN. DRAINAGE CONSTRUCTION NOTES: (D CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO CURB RETURN STANDARD PLAN 501. C38 L=19.27' CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD 4 INT U4 PLA 502. CONSTRUCT NEW STORM DRAIN,IDENTIFYING LETTER PER PLAN. REFER 5 TO STORM DRAIN PROFILE SHEETS FOR PIPE SIZE,TYPE,AND ADDITIONAL " �C�C'% CONSTRUCTION INFORMATION.(SEE ALSO SHEETS 18-24). "` �- -.-_---875 �N � � :p -- ---- ---- m � � ��-�+� 4 CONSTRUCT STORM DRAIN HEADWALL PER CALTRANS STANDARD PLAN 1.00°/n � CD 1.00% D89,"SINGLE HEADWALL". TC 0.36% SCALE: V=20'HORIZONTAL V= 4'VERTICAL `�✓ LOT 53 LOT 22 � s• � til 73 , 1 W t r° dr 5. 'i As t yrs g.FI z g � y , u } t LOT 27 Aic�ISTA.P0. '. G . LU X N. 10 + �- o AA LOT'.23 ' LOT 19 LOT 20 LOT 21 !�y .. '�•' ' ^`Wes i T^ '' SKEET 5 DIAL TOLL FREE 19.75 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG � 9.375' 9.375' ---- — UNDERGROUND SERVICE ALERT OF CALIFORNIA 0 FL FL O 1.5' 1.5 X1.5' REVISIONS CITTU 2% ° design NO. DATE DESCRIPTION APPROVAL ,�' 1 �!a� IMPROVEMENT PLANS FOR P o esskona C�+ 2614 a 4"ROLLED .�.: ` . ..�• �.�,• 4"ROLLED T RAtws T 2��4 CURB CURB P ' � AMATISTA STA 1+00.00 TO 1+86.56 Accept nstruction 10 civil engineers land surveyors Land planners ` LIc.No.26,431 '1998 sante Barbara st • san suis obispo,ca 93401 NOTE: MINIMUM STRUCTURAL.SECTION SHOWN.ACTUAL SECTION SHALL BE 8051649.8668 ' email;oda ainc.com DETERMINED BASED ON R-VALUE AT TIME OF CONSTRUCTION AND A TRAFFIC INDEX OF 7, * Expires 3/31/08 ---- City Engineer ate Cw `� DESIGNED BY: � CURVE TABLE TYPICAL ROAD SECTION: AMATISTA �rF �Fc CURVE RADIUS DELTA LENGTH SCALE IN FEET 4F CA -_� _-. — -- _.._..____.__ _ N 742 E 1192 C7 52,00' 30019'03" 27.52' _ NOT TO SCALE —_ SURVEY CK: C9 44.65' 24°23'27" 19.01' m 20 0 20 40 JEWEY P.WA E RCE 26,431 ATE CITY VVJ.O.No. SHEET C38 18.50 59040'574' 19.27 ("� �^y STAFF ENG.: 10 OF 4G N C39 18.50' 105°43`22" 34,14' _ a ___----_____.__.__a_._ __ UTILITY CONSTRUCTION NOTES: SEE SHEET 25 FOR ATASCADERO MUTUAL WATER COMPANY STANDARD WATER NOTES 0 EXISTING UTILITY,ADJUST TO FINISH GRADE. z cr ................... 875 875 9 U. RELOCATE EXISTING JOINT UTILITY POLE PER UTILITY COMPANY HANDOUT. 125.00 VC ul PVI STA=2+87.50 C14res I U3 UNDERGROUND EXISTING OVERHEAD LINE PER UTILITY COMPANY HANDOUT, 5 INT @ 25 + M 05-0 00 A.D.=-11,00 NEW WIRE SERVICE UTILITIES FOR REFERENCE ONLY. REFER TO RESPECTIVE Y) C6 C4 v-0) U K 11.36 () uj 12 + + * > 0 * tU UTILITY COMPANY HANDOUT PACKAGE FOR ACTUAL CONSTRUCTION INFORMATION. It W) 0 CD + W + I UJ > It CC)co < iL X uj 0 00 t INSTALL STREET LIGHT PER ARCHITECTURAL PLANS. w w FMq _j . ...... --------- 988 U- PVI 2Q) co 870870 - 0 E)INSTALL I"WATER METER PER ATASCADERO MUTUAL WATER COMPANY STANDARD v 0 cq�(0 .00% 8 . PLAN 104. + c'q 80 "............. 100.00,VC I (�D INSTALL 1"WATER SERVICE,(CLASS 200 IPS)POLYETHYLENE WATERLINE PER ................... ... ........................... ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 104. PVI STA 1+7&00 4 INT @ 25' A.D. 9.00 U- ...........•.. INSTALL 8"C 900 PVC CL 150 WATERLINE PER ATASCADERO MUTUAL WATER + cv) K=11.11 IN 0...................... -1.00% COMPANY SPECIFICATIONS&STANDARD PLAN 102. cn 11 r_SS(M ____LL_ 865 _uj______ ..................... ------------ .............__............------- 865 0,000 - 8"SS .00%0_ INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 110. CN Go SS 01 + HGL INSTALL FIRE HYDRANT PER ATASCADERO MUTUAL WATER COMPANY STANDARD U. cn w� PLANS 108&109, �EG CL 19,SD @ 1,00% 'b INSTALL THRUST BLOCK PER ATASCADERO MUTUAL WATER COMPANY STANDARD LL IS N w,0 PLAN 116. 0) 0'....'00 iN- 0 C4 -.000 ............. P, e� 860 860 00, 4 1 *90010� INSTALL BLOW OFF ASSEMBLY PER ATASCADERO MUTUAL WATER COMPANY CNI W� I (F) ® + cn I STANDARD PLAN 113. w 1- 2 LL FS CL 00,0 '4�co uj 66 cv) SID INSTALL AIR AND VACUUM RELIEF ASSEMBLY PER ATASCADERO MUTUAL WATER C COMPANY STANDARD PLANS 111A&112.q 8 M U- cwi) + 9 3 51 INSTALL 8"PRIVATE PVC SANITARY SEWER PER CITY OF ATASCADERO STANDARD 00 PLAN 702. 855 856,01 855 P\/j INSTALL 4"PVC SEWER LATERAL PER CITY OF ATASCADERO STANDARD PLAN 603. 00 ft. 4 T 61INSTALL SEWER CLEANOUT PER CITY OF ATASCADERO STANDARD PLAN 605. + 24 SID INSTALL SEWER MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 607. 3+00 4+00 5+00 CONTRACTOR SHALL COORDINATE CONSTRUCTION OF NEW GAS LINE WITH THE GAS 78 WE • • , 850 COMPANY,INSTALL GAS METER PROTECTIVE BOLLARD PER DETAIL"A" SHEET 25 ROPE WL UNDER SD TO MAINTAINAND PER GAS COMPANY STANDARDS. 12"MIN CLEARANCE PER P R 0 F I L E MANUFACTURES 041 SCALE: 1"=20'HORIZONTAL in RECOMMENDATIONS 1"= 4'VERTICAL tb (E)12'SS 14"RWGV (FxMJ) 8"RWGV 845HEET 14 7 SF T.B.PER (FxMJ) NEW 8"WL SATASCADERO MUTUAL WATER CO. ------- STD. 116. 14"RWGV J ) 1+00 2+00 (FxMJ} CL STATION _j ------- LOT 41 0 (P 1uj !..j W3 X 0) A WA ERLINE CONNECTION DETAIL 0 U5NTS W2 Q� LOT 7 SF T.B.PER % ATASCADERO 62 WE-: 4+215 DRON I 'Ski �+l 1�.XqALE RIA MUTUAL WATER CO. STD.116. ' I SHEET3 SHEET 14 NEW 8"PVC WLNEW 8"PVC WL I ( i Imo'! J, i `,�+ W,5 t�. ,� C� / .. r--'' � � :140 (FxMJ) LOT 56 8 X811x6" Q TEE - ------ S1 0 (CFxCFxCF) 6"RWGV S2 2 LOT 55 0 wl 6"FIRE HYDRANT U5 W2 4Wv 14� 4. -� , _ - __ _a X r. :r_ �� LOT 9 F lu T 2+60.30 MADIR 0 rB IRE HYDRANT DETAIL 04 �(� I .:r` l \.r'� _ < . :�� W3 1+00.00 GAL NTS .,.: " -,- : , 1+00.00 GA��Rl, /0 z Iluj 62. W2 1 0 14 co Vi A W2 tu 0i S2 ADRO�o MADRONO W:31,. CNI 54 a 8"RWGV +00.00 IL S1 w I 99+96.88 EL CAMINO RE ... WL VTK- 9 1 (FxMJ) A� if 000w_ w C3 'tit 52 wi CL N741 CL 0� LOT 8 1 129.21' -pow S2 n+_ciQ N70019!55"E S S4 S S LOT 7 G1 I S1 S2 LOT 6 8"x8"x8"TEE w; I ` (CFxCFxCF} 8"RWGV GAS - GAS PAM S GAS :' . ,"", - , - (FxMJ) 7 7� wl LOT 5 g I 1 1, - p __ LOT 4 S4 LOT 3 + .00" 0 LOT 2 W50 S c WATERLINE CONNECTION DETAIL PCc0 NTS Lco 0 O� 63 OT 1 D4 SHEET SHEET 15 110 DIAL TOLL FREE co 1-800-227-2600 zAT LEAST TWO DAYS 8"11.25*SEND 2 SF T.B.PER CITY OF BEFORE YOU DIG v ATASCADERO MUTUAL WATER GO,STD.116. 8*'x81'x8't TEE UNDERGROUND SERVICE ALERT OF CALIFORNIA 8"RWGV (CFxCFxCF) (FxMJ) A 6"RWGV R E V I S 10 N S (FxMJ) C" I TY 8"x8"x6"TEE design NO. DATE DESCRIPTION APPROVAL SO\44\� 0 IMPROVEMENT PLANS FOR 15 (CFxCFxCF) 8"RWGV professionals 0 (FxMJ) TRACT 2614 NEW IL 7 SF T.B.PER CITY OF FESS/ MADRONO STA 1+00.00 TO 5+50.00 7 7 SF T.B.PER CITY OF ATASCADERO MUTUAL P. LL 0. ATASCADERO MUTUAL WATER CO.STD_116. N Accepte I C6 stuc' WATER CO.STD.116. 1 c-10 engineers land surveyors - land planners CURVE TABLE C18 20.00' 87049'10" 30.65' SCALE IN FEET Lic.Na.26,431 11"S santa barbas st • san tuffs Obispo,ca 93401 ........k. FIRE HYDRANT DETAIL WATERLINE CONNECTION DETAIL ph:806/649-8668 email:oda@edainc.com CURVE RADIUS DELTA LENGTH C19 20.00' 103032'22" 3614' Expires 3/31/06 City Engineer ate C1 780.w. 38"03'11 518.04- C20 20,00' 82018'27" 28.73' NTS NTS 20 0 20 40 N, DESIGNED-BY:C2 3200-01' 6"50'07" 381-75' C21 286.62' 2021'03" 11.76' CIV 11. C N 742 E 1192 C3 300.00' 15"53'19" 83,19' C22 313,37' 5010*17" 28.28' SURVEY CK: C4 500.00' 10,46foll, 15.42 C23 C23 486,63' 1005,561, 9.33' 015 co C15 30�00' 89'11'09" 46.70' C24 513.38' 1046'01't 15-83' REVIEWED BY ATASCAr)ERO MUTUAL WATFR CrM"PXNY _JS:�JFREY P. N R RCE 26,431 ATE I CITY W.O.No. SHEET co C16 1 30.00' 1 97036'37" 51111 C25 20.00' 73"00'41" 25.491STAFF ENG.: 11 OF 42 C17 20.00' 89046-26" 31.34' C26 10.00' 107"39"24"".I 18.79' ------------------- DATE IL ----------- --------------------- --------- --------------- ----------------- ----------------- -------- -------- ------ --------- ----------------------------------- .... UTILITY CONSTRUCTION MOTES. SEE SHEET 25 FOR ATASCADERO MUTUAL WATER COMPANY STANDARD WATER NOTES U1 EXISTING UTILITY.ADJUST TO FINISH GRADE. U2 RELOCATE EXISTING JOINT UTILITY POLE PER UTILITY COMPANY HANDOUT. 880 - ------ __.__ _.__.... _-__-- — ....... ---_ _ ___..-.......___.-...__._. 880 I j 000 U4 NEW WIRE SERVICE UTILITIES FOR REFERENCE ONLY. REFER TO RESPECTIVE i u , O UTILITY COMPANY HANDOUT PACKAGE FOR ACTUAL CONSTRUCTION INFORMATION, O t0t 0 U �� U5 INSTALL STREET LIGHT PER ARCHITECTURAL PLANS. w 0 c) 875 Trl-- U. N W1 INSTALL 1"WATER METER PER ATASCADERO MUTUAL WATER COMPANY STANDARD __ C Qu "- _.._ _......_.._-... T----- - - -- ---r - _._.... _-...._ _ _.. �___ ............ - _ ai _ __ ................... —_ Y _ _ a��s cic ..— 875 PLAN 104. V Ci N fV_ w °+°c°°h° INSTALL 1"WATER SERVICE,(CLASS 200 IPS)POLYETHYLENE WATERLINE PER I _ _ ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 104. EG CL0-50%0 �: % INSTALL 8"'C 900 PVC CL 150 WATERLINE PER ATASCADERO MUTUAL WATER --- M •- -- — COMPANY SPECIFICATIONS&STANDARD PLAN 102. INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER COMPANY STANDARD 870 _ ___. 870. PLAN 110. `""""""'. ..• •!• W5 INSTALL FIRE HYDRANT PER ATASCADERO MUTUAL WATER COMPANY STANDARD ti I ..�... ...�. ,, ...—..•• „.�+e....•W ... ...�...,. ..-... ...�...�....•. ...�.... .. .. PLANS 1©$&109. ..wM—wkwAwow�... ... •�• •• (ND6 INSTALL THRUST BLOCK PER ATASCADERO MUTUAL WATER COMPANY STANDARD MEMO 5 4i 8"SS @ 0.50°lo PLAN 116. h ; INSTALL BLOW OFF ASSEMBLY PER ATASCADERO MUTUAL WATER COMPANY 885 _____T_ STANDARD PLAN 113. } __ y _._ _— ---.-............._......__ w _ 65 858 - W$ INSTALL AIR AND VACUUM RELIEF ASSEMBLY PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLANS 111A&112. 0 P R O F I L E S1 INSTALL 8"PRIVATE PVC SANITARY SEWER PER CITY OF ATASCADERO STANDARD I PLAN 702. SCALE 1"=20'HORIZONTAL { V= 4'VERTICAL S2 INSTALL 4"PVC SEWER LATERAL PER CITY OF ATASCADERO STANDARD PLAN 603. 860 sso S3 INSTALL SEWER CLEANOUT PER CITY OF ATASCADERO STANDARD PLAN 605. 6+00 7+00 $+00 9+00 s4 CL STATION INSTALL SEWER MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 607. G1 CONTRACTOR SHALL COORDINATE CONSTRUCTION OF NEW GAS LINE WITH THE GAS COMPANY.INSTALL GAS METER PROTECTIVE BOLLARD PER DETAIL"A" SHEET 25 AND PER GAS COMPANY STANDARDS. x _-... __ x LOT 3 LOT.,35 o OT 34 ......... LOT T LOT 31 LOT 3 OT 29 LOT 8 -- wiIws - ----- W1 W1 W1 W1 W1 W1 W1 Hca Q q q S2cn ❑ S2 $2 F (1 U U p S2 O-._q S2 q q 82 R U � D U 1 S2 q S2 LOT 37R. W1 a+ r+ r` :, �' + h- { + + * ° ca T- N + 8 45 BEND t: U4 '� C�3 IJ aC3 06 cyi 0i �p M „ ° yy _ _.....__.. h S2 x� _ _ 5 SF T.B.PER \' x P w�r W1 ---------=_--_. ATASCADERO MUTUAL _ LOT 3 .- .____� _ --. -:F•_n._.-� .�_.• -- � R T� T W2 W2 W2 W2 W2 W2 W2 a�• S2 6 l- ... WL ... ., ... L'. ... L .. WL ... ... WATER CO.STD. 116. 7+00 W3 $ C9 w N 64°1s's5'�iv - _.. .. , ..__._.-__^ �..._.... � --_ � � A WATERLINE BEND DETAIL -- W2 h S .. , S S �.....�� S 2 S = - NTS S2 �sr G1 MADRON _ - ' YAs - LOT 39 �- -- (70 W3 S , i;' t S2 + N 'Al00 ' 7 SF 113. �w 8x8 x8 TEE cxa I ' Co + _ ATASCADERO MUTUAL (CFxCFxCF) :. :.• = • ' U5 WATER CO,STD.116, � _ . ;.wsSD2 _ LCAT 40 -- - _ ___ _ P =6+2$.$s ...........•....• �C LOT 18 L� LOT 19 LCAT 63 W1 xa W2 ® r. 8°RWGV {9 � (FxMJ) (— , r___� _ �w X _ G1 WATERLINE CONNECTION DETAIL 3 SF T.B.PER - NTS X G`L ATASCADERO MUTUAL 7 SF T.B.PER W3 +86.41 WATER CO.STD. 116. 8"RWGV M'AC?RCJNO-� ATASCADERO MUTUAL -- -,.. WATER CO.STD. 116. (FxMJ) 7 SF T.B.PER 8"PVC NEW$"PVC WL ATASCADERO MUTUAL 1 112"LANDSCAPE U4 r O GUACATE WATER CO.STD. 116. 5 SF T.B.PER NEW 8"PVC WL NEW 8 PVC WL IRRIGATION METER ATASCADERO MUTUAL WATER CO.STD.116. 8"22.50 BEND NEW „ PVC W3 :,•.....• 11 ........ ''•"�,(� END $"x8"x8'"TEE WL NEW 8' PVC WL -'` �► �4 If if 8"RWGV (CFxCFxCF) C29 °�S.� y� , (FxMJ) 8•,x8„x6,”TEE FxMJ ui 4,� (CFxCFxCF) 6"RWGV �2 `"i 4 _--- ULI a. ui Gas x6 �;_.�-�" ""`�"- :=• 6"FIRE HYDRANT zi (6 — WATERLINE BEND DETAIL WATERLINE CONNECTION DETAIL. � FIRE HYDRANT DETAIL u4 S4 LOT 10 o NT - NTS w NTS a DIAL TOLL FREE S2 1-800-227-2600 _ AT LEAST TWO DAYS LCAT 9 p � � BEFORE YOU DIG :' -- UNDERGROUND SERVICE ALERT OF CALIFORNIA N REVISIONS design NO. DATE DESCRIPTION APPROVAL C I T'&Yj' 0 F A T A t%jj'*'k C AD` E R u � professionals IMPROVEMENT PLANS FOR " p FESS - TRACT 261.4 P ` --__ ADRONO STA 5+50.00 TO 9+34.49 a kk , Accepted f n ruct' 00 civil engineers land surveyors . land planners __.._-.-_---_.___ SCALE IN FEET 1998 Santa ba t Uc.No.26,431 rbara s San lura obRspa,ca 93401 CURVE TABLE * Expires 3/31/08 * ph:8061549-8658 email:eda@edaine.corn City Engineer ate CURVE RADIUS DELTA LENGTH C30 18.50' 95°12'14" 30.74' 20 0 20 40 �' Q �"►�A CtV1L - DESIGNED BY: ca C5 60.00' 77°26'21" 81.09' C31 70.82' 21°05'53" 26,08' OP , - p C6 42.00' 89°02'42" 65.27' C32 55,37' 89002'42" 86.06' CAL - N 742 E 1192 _ SURVEY CK: C27 49.18' 71°49'17"' 61.65' C33 28.62' 83°02'42" 44.49' o MIMED BY ATASCADERO MUTUAL WATER COfiAPANY J EY P.WA NER RCE 26,431 DATE CITY W.O.Na. SHEET � C28 70.82' 19°54'28" 24.61' C34 18.50' 90°00'00" 29.06' STAFF ENG.: C29 18.50' 65°3153" 21.16' C35 18.50` 9Q°QO'00" 29.06' DATE 12 (� 42 � _r ------------------------------- ...... UTILITY CONSTRUCTION NOTES: HIGH POINT ELEV_-7:_6SEE SHEET 25 FOR ATASCADERO MUTUAL WATER COMPANY STANDARD WATER NOTES _7 4.36--....... ............. ............... HIGH POINT STA=10+119.91 U1 EXISTING UTILITY.ADJUST TO FINISH GRADE. PVI STA=10+90 RELOCATE EXISTING JOINT UTILITY POLE PER UTILITY COMPANY HANDOUT. PVI ELEV=874.48 A.D.=-2,01 U3 UNDERGROUND EXISTING OVERHEAD LINE PER UTILITY COMPANY HANDOUT, K=24.91 50.x'VC U4 NEW WIRE SERVICE UTILITIES FOR REFERENCE ONLY, REFER TO RESPECTIVE UTILITY COMPANY HANDOUT PACKAGE FOR ACTUAL CONSTRUCTION INFORMATION, 880 U5 INSTALL INSTALL STREET LIGHT PER ARCHITECTURAL PLANS. 0 _j; 000 0 00i to ca BO CC z z z 0 z 6010) r-w 0(0_j + 4 C)al I OCO _j Ix co INSTALL I"WATER METER PER ATASCADERO MUTUAL WATER COMPANY STANDARD X W M zo 1,*- 0 w 00 co < PLAN 104, Oi(-j Q0 u_ co 0)u_ wi 6 > INSTALL I"WATER SERVICE,(CLASS 200 IPS)POLYETHYLENE WATERLINE PER '1_8 + to y r- C'j g ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 104. cy)(n Csi + + 00 C6 + + + I,- + GA 0)00 0) 00 05 CO 1.00% -1.01% INSTALL 8"C 900 PVC CL 150 WATERLINE PER ATASCADERO MUTUAL WATER COMPANY SPECIFICATIONS&STANDARD PLAN 102. _-w--- — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER COMPANY STANDARD -Z lu MOON > PLAN 110. ih D INSTALL FIRE HYDRANT PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLANS 108&109. 8"WL 870 INSTALL THRUST BLOCK PER ATASCADERO MUTUAL WATER COMPANY STANDARD NOTE: PLAN 116. 8"SS @ 1,00% WATERLINE AND SANITARY SEWER LINE ARE NOT PARALLEL TO THE INSTALL BLOW OFF ASSEMBLY PER ATASCADERO MUTUAL WATER COMPANY 8-SS 0.5w/0 -$841.00% MADRONOLIGNMENT.THEREFORE THEY STANDARD PLAN 113. ARE NOT SHOWN IN PROFILE INSTALL AIR AND VACUUM RELIEF ASSEMBLY PER ATASCADERO MUTUAL WATER - COMPANY STANDARD PLANS 111A&112. j C INSTALL 8"PRIVATE PVC SANITARY SEWER PER CITY OF ATASCADERO STANDARD PLAN 702. 52 INSTALL 4"PVC SEWER LATERAL PER CITY OF ATASCADERO STANDARD PLAN 603. 10+00 11+00 P R 0 F I L E 1 L TATISCALE: V=20'HORIZONTAL 2+00 GD INSTALL SEWER CLEANOUT PER CITY OF ATASCADERO STANDARD PLAN 605. CSON 1"= 4'VERTICAL INSTALL SEWER MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 607. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF NEW GAS LINE WITH THE GAS COMPANY,INSTALL GAS METER PROTECTIVE BOLLARD PER DETAIL"A",SHEET 25 AN A U5 11118 T LOT 29 LOT 28 LOT 27 LOT 63 W1 X S2 ce) wl Wt`p .......... - ----- 04 + 0 S2 ws S2 o U4 0 + + + 0) ....................... W2 W3 W2 77,13 W2 A0+9 13, W8 qL L w WL movaswo"WAft ....... WL uj .4 W1 uj V_ N 64"16'56 N640 11 V�M_ E 1p+$9.$3, 2A8' GI 0 tS3 U) N64 16'55"E co LOT 26 011 W2 < 9+7 5 X X X MADRO CW2 82 S2 rU4 $2 S2 \Vf\Vf W2 LOT 25 G1 _..i LOT 19 S2 < OT 24 4 W1 + z + S2 wl LOT 23 -1-11 F SHEET 17 7 SF T.B.PER ATASCADERO MUTUAL 8"RWGV WATER CO.STD.116, (FxMJ) 6"FIRE HYDRANT NEW 8"PVC WL NEW 8"PVC WL 8"x8"x6"TEE 6tv RWGV (CFxCFxCF) DIAL TOLL FREE (FxMJ) C: 8"x8"x8"TEE 1-800-227-2600 NEW 8"PVC WL NEW 8"PVC WL 8"R\/\r,;,V (CFxCFxCF) (FxMJ) AT LEAST TWO DAYS 0 7 SF T.B.PER BEFORE YOU DIG 0� ATASCADERO 00 MUTUAL WATER CO- UNDERGROUND SERVICE ALERT OF CALIFORNIA STD. 116. z 01111, A RM% AW*%, rs R E V I S 10 N S u WATERLINE CONNECTION DETAIL rB"\FIRE HYDRANT DETAIL I T NTS NTS design NO. DATE DESCRIPTION APPROVAL IMPROVEMENT PLANS FOR professionals TRACT 2614 MADRONO STA 9+34.49 TO 12+44.42 AcceptedS"uctio Cl) civil engineers- land surveyors land planners CURVE TABLE 1998 sante barbara st sen loris obispo,ca 93401 Lic.No.26,431 CURVE RADIUS DELTA LENGTH SCALE IN FEET ph:806/549-8658 , email:eda@edainc.com * Expires 3131fM City Engineer bate i C7 52.00' 30019,031, 27.62' (P CIVj\_ __ DESIGNED BY: C8 36.00' 234042'30" 147,47' 20 0 20 40 C9 44.65' , 24-23-27" 19.01, OF CA\- N 742 E 1192 SURVEY CK: C37 38.63" 30019'034f 20.44' 38 18,50, 59040'57" 19.27' D BY ATASCADERO MUTUAL WATER COMPANY REY P RCE 26,431 DATE CITY W.O.No. SHEET 39 18,50, 105"43'22" 3414' STAFF ENG.: C40 49.37' 220006-48" 189.68- DATE 13 OF 42 717 2 ---------- ---------- ----------- ----------- -------- ------- -------------- -------- ------------------------------ ........ ------- ----------- ------- -------- ---------- 880 --- ..................-- - _-. _ _........_._ ______ r 50.0 'VC --- . 880 UTILITY CONSTRUCTION NOTES: HIGH POIN ELEV=870.14 SEE SHEET 25 FOR ATASCADERO MUTUAL WATER COMPANY STANDARD WATER NOTES HIGH POINT STA=4+45.26 U1 EXISTING UTILITY,ADJUST TO FINISH GRADE. PVI 50.00, �... U2 RELOCATE EXISTING JOINT UTILITY POLE PER UTILITY COMPANY HANDOUT. to 0 ,. V�, ,_aC14•t 21N'T 25''� 8.09 to * °�' U3 UNDERGROUND EXISTING OVERHEAD LINE PER UTILITY COMPANY HANDOUT. 875 _...... a0 1w X -..--� �___.0 875 U4 NEW WIRE SERVICE UTILITIES FOR REFERENCE ONLY. REFER TO RESPECTIVE Q "'I`' UTILITY COMPANY HANDOUT PACKAGE FOR ACTUAL CONSTRUCTION ION t►�' J AC r c° M Ca U 110 G UC ON INFORMAT to 04 `~ {.i ¢;s �- j�0) t° Uj U5 INSTALL STREET LIGHT PER ARCHITECTURAL PLANS. K h � +0 i q En C7 ao . +� _ + ua (14 s + (1) p r W1 INSTALL 1"WATER METER PER ATASCADERO MUTUAL WATER COMPANY STANDARD a- cj cv 0 N� 870.25 V-�6 Ln ii ;_� C' c") + + S PLAN 104. Cr tC it O U © > >> V! 870 - 00 -' -- 868.39 - ___ _. _.._ - __ ___ _ .._...._._._.__..._...... ____ _- __ -- _ $70 INSTALL 1"WATER SERVICE,(CLASS 200 IPS)POLYETHYLENE WATERLINE PER -- � _ a c w p w �� PVI ° - '" W "" - -- - ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 104. Ci N „ r. INSTALL 8 C 900 PVC CL 150 WATERLINE PER ATASCADERO MUTUAL WATER gS "gym w ""` � COMPANY SPECIFICATIONS&STANDARD PLAN 102. 899 EG{�CL + + + a - "- - " 00 1-0 ,• „. ,, ...�.. .-... ,,.... ..... , INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER COMPANY STANDARD `" -- -- .. s• ...�•-... •. ...�•• ... .,° ....° ... ,,,...,. PLAN 110. L 865 _ _ _ _ _ _ _ _.,,:, __..............____ V.-___--_ - .•. g INSTALL FIRE HYDRANT PER ATASCADERO MUTUAL WATER COMPANY STANDARD ------ W5 D -._._..._.___..___._ __ ,- 855 g"S5(t 72% `,�� .___.....__ PLANS 108 8 109. 8"S .50°!0 • • 8"SS 0.7.oloCO W6 INSTALL THRUST BLOCK PER ATASCADERO MUTUAL WATER COMPANY STANDARD � • �`',5� PLAN 116. 329°lo na�t 1-b n�`� INSTALL BLOW OFF ASSEMBLY PER ATASCADERO MUTUAL WATER COMPANY 8,r WL• ... g^S5 ,5�oa�5 , ) 5 ` '� ., 0 4i' 5� STANDARD PLAN 113. 860 _ ___... -_.__._.....__T __ �° 1 �J _-___..._.__......_ I INSTALL AIR AND VACUUM RELIEF ASSEMBLY PER ATASCADERO MUTUAL WATER """"•• ®��5 ��0� _-- ---_ - - - --- - ----.......-..___..__.._ __ -..--..._ 860 COMPANY STANDARD PLANS 111A 8 112. 51 INSTALL 8"PRIVATE PVC SANITARY SEWER PER CITY OF ATASCADERO STANDARD PLAN 702. P R 0 F I L � S2 INSTALL.4"PVC SEWER LATERAL PER CITY OF ATASCADERO STANDARD PLAN 603. SCALE: 1"W 20'HORIZONTAL 858 _ _ __.___.....-.._.-_....__.__ _ _---. _ _ V= 4'VERTICAL S3 INSTALL SEWER CLEANOUT PER CITY OF ATASCADERO STANDARD PLAN 605. ................_ 855 _ INSTALL SEWER MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 607, 1+00 2+00 3+00 4+00 5+00 CL STATION G1 CONTRACTOR SHALL COORDINATE CONSTRUCTION OF NEW GAS LINE WITH THE GAS COMPANY.INSTALL GAS METER PROTECTIVE BOLLARD PER DETAIL"A",SHEET 25 AND PER GAS COMPANY STANDARDS. W LOT 47 LOT 46 -_ LOT 50 LOT 49 LOT 48 U4 1 LOT 51 ° W1: � W1 �-' a W1�--- - w1 --- , � � - ._� � LOT .�� 5 SF T.B.PER 52 ° p ° -° S2 ° ° ° n m _ � v o I 1 � + W1 45 G �, � �Q� ATASCADERO MUTUAL c c �� W2 k�� S2 xQrS2 � WATER CO.STD.116: X . ---- 1 S2 '` 2 N c`+ . _ _ c y _ �` "a X11' �M�� W1 5 SF T.B.PER NEW 8"PVC VVL M "� �'- '� ATASCADERO MUTUAL 2 SF T.B.PER ^W2 y hax W1 WATER CO.STD, 116. 8"45°BEND ATASCADERO MUTUAL S2 �. {�i ; .�....,..._.._._._ .._ _.w .- _.•.. WL LOT 44 Qr'45°BEND 8„PVC WATER CO.STD.116. LOT 52 8"11.25°BEND S1 3 n' - C� a W2 --' N60 23-52"twi G1 hAL. G� f W2 Ik �x 1fll1 a GG W7 +29.23 A co in 2 2+61.41 � _SAI + + 63 S3 --- +29.38 -.4.11'Rt. 04 c,;' - ____ 52 z+25.c}0 3.79'Rt. S4 S2 S4 1 S1 W2 D WATERLINE SEND DETAIL WATERLINE BEND DETAIL LOT 59 W1 -- _ c: _: 4+18.27 NTS - NTS LOT 53 W2 a _ 3.19'Rt. p LOT 42 a ( +Zfi 4+ 1.76 O 2 86 S2 1 r_�-- _ + W2 "--- W2 s2 L _ U4 --- - ! - 4+3g 3 SF T.B.PERL !y W1 �"_2+00.()o W2 0 LOT 8 `V`--i ` ATASCADERO MUTUAL S2 4+43 ° WATER CO.STD.116. -_-... S2 1* :� a � I �� LOT ® SSFT.B.PER ATASCADERO F, MUTUAL �$8.0p -- 8"PVC NEW 8"PVC WL WATER CO.STD. 116. • 4+45.00 ° LOT 54 1+93()o s2 -�' ---- `� W2 - 4+Sa. s2 LOT 41 2 5F T.B.PER ° + r� 1 +1;n. W1 ATASCADERO MUTUAL 8"450 BEND WATER CO.STD. 116. 8"22.5°BEND LOT 57 - r _ _� ° m 1 --� L_ LOT 61 1 S2 4 ..�i0 �, 8 11.25 BEND ' ( W2 Q�G co f W2 I I� U4 t .t �' WATEl�LINE SEND DETAIL WATERLINE SEND DETAIL �` ( NTS - NTS W1 1+150. 9+;5.0Q ��_�_ 4+2 .53 MA RON�t3' coo LOT 5 - -- LOT 56 _ LOT 62 p�l�y ,� X b 1+q .p(y 1+50:()0 W1 � � i W1 4+95.50 �.,d � 5+17,34 GALE.RIA 52 S2 ' � '-� CV ' S2 5+00.50 $ I ---'� �'�- - W t.d. z 2+60.30 MADRONO= f 4 _ r ,• s SZ4 1+00.170 GALEIRIA- +00.00 GALT=RIA CT _ _- X -" x Y E�• ��- !"� .S .. sir v) -- -- _- `:.. <.`.`_^".'_.:.:"". \• '• a rr �• .�=-r _ DIAL TOLL FREE " -8oa-X27-2soo S .z1 -•-- -= r ` �g qpm .G9 N 70019+ �` C3 t. ., _� - �- 1 ` ' i� L�T C7 sG •rliM• ' `---=" AT LEAST TWO MAYS T LOT 7 p p BEFORE YOU DIG a - ---__ _�--_-. _' _ --� LOT 5 LO 6 an GAS . - -" ---~, �' JY " � ~_ ( °T" ,Q UNDERGROUND SERVICE ALERT OF CALIFORNIA =• :�- LOT 3 1 o ko LOT 2 1 SKEET 15 REVISIONS A SC A r"**. VwN%L 40%, C I TY 0 F AATA AuEm design NO. DATE DESCRIPTION APPROVAL professionals IMPROVEMENT PLANS FOR _ __._...._.. _ TRACT 2614 ESS/ Cr •` � -- GAL E IA STA +00.00 TO 5+17.34 CURVE TABLE � �` � _ Accepted f nstruCti n � a CURVE RADIUS DELTA LENGTH civil engineers land surveyors - land planners Lic.No.26,431 1998 Santa barbara st san tuls obispo,ca 93401 C4 500.00' 1°46'01" 15.42` Expires 3I31J08 ph:8051549-8658 small:edaedainc.com - _ City Engine ate g • C12 41.71` 121°04'21" 88.14' * p C23 486.63' 1°05'56" 9.33' C tV 1� �� _....._-- _ _ DESIGNED BY,- C24 Y: ct C24 513.38' 1°46'01" 15.83' TF C C25 20.00' 73°00'41" 25.49' SCALE IN FEET ©F CAS N 742 E 1192 C26 10.00' 107°39'24" 18.79' �• SURVEY CK: C45 53.08' 121°04'21" 112.17' REVI WFfJ�Y ATASCA[}ERC3 MUTUAL WA ER COMPANY " 0 JEF Y P.WAG R RCE 26,431 DATE CITY W.O.No. SHEET � __---.......... .._.____ C46 30.33' 121°04'21" 64.10' nary 20 0 20 40STAFF ENG- 14 OF 42 � UTILITY CONSTRUCTION DOTES; SEE SHEET 25 FOR ATASCADERO MUTUAL WATER COMPANY STANDARD WATER NOTES U1 MSTING UTILITY,ADJUST TO FINISH GRADE. U2 RELOCATE EXISTING JOINT UTILITY POLE PER UTILITY COMPANY HANDOUT. U3 UNDERGROUND EXISTING OVERHEAD LINE PER UTILITY COMPANY HANDOUT. U4 NEW WIRE SERVICE UTILITIES FOR REFERENCE ONLY. REFER TO RESPECTIVE UTILITY COMPANY HANDOUT PACKAGE FOR ACTUAL CONSTRUCTION INFORMATION. U5 INSTALL STREET LIGHT PER ARCHITECTURAL PLANS. W1 INSTALL 1"WATER METER PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 104. INSTALL 1"WATER SERVICE,(CLASS 200 IPS)POLYETHYLENE WATERLINE PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 104. INSTALL 8"C 900 PVC CL 150 WATERLINE PER ATASCADERO MUTUAL,WATER COMPANY SPECIFICATIONS&STANDARD PLAN 102. I INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 110. W5 INSTALL FIRE HYDRANT PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLANS 108&109. INSTALL THRUST BLOCK PER ATASCADERO MUTUAL WATER COMPANY STANDARD FLAN 116. INSTALL BLOW OFF ASSEMBLY PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 113. INSTALL AIR AND VACUUM RELIEF ASSEMBLY PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLANS 111A&112. U 11 51 INSTALL 8"PRIVATE PVC SANITARY SEWER PER CITY OF ATASCADERO STANDARD 870 ___...._................�. _ -_- __ _ _ 870 PLAN 702. ? _ w W f", Z w � 52 INSTALL 4"PVC SEWER LATERAL PER CITY OF ATASCADERO STANDARD PLAN 603. t '��i p` W) M to s C6'� a 53 INSTALL SEWER CLEANOUT PER CITY OF ATASCADERO STANDARD PLAN 605. $gq(P 2 co to (15 EG CE ko 10 2 CO S4 INSTALL SEWER MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 607. Y 855 ° 855 G1 CONTRACTOR SHALL COORDINATE CONSTRUCTION OF NEW GAS LINE WITH THE GAS GOMPANY.INSTALL GAS METER PROTECTIVE BOLLARD PER DETAIL"A",SHEET 25 AND PER GAS COMPANY STANDARDS. r wool 860 _ _ ______.__, __ •" r l _. V$1PN �J 850 ,} ro MrMMW r "• ��(� ° ee r 4 (NP •• 855 855 q, , P 1+®p 2+00 F� OFILE SCALE: I"=20'HORIZONTAL C L STATION 1"= 4'VERTICAL SKEET 11 y , , LOT 2 ,�.,3.x12• , N` LOT 56 -- �' a 3 ; �1+00.00 GALERIA CT / 2 r 1+00.00 GALERIA .S3 1 2+60.30 MADRONO •. . . ce) ...:- c . G1 . N 19 4f�01 W 22041'35'th :•. 1 GALERIA CT on W1 U4 S2 / G 2+$9.21- _ W2 ltJ I X X LOT 55 0) X _. c5 LOT 1 �� SCALE IN FEET DIAL TOLL FREE z 20 0 20 40 1-800-227-2600 0 AT LEAST TWO DAYS SHEET 11 BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA N N s i4 • REVISIONS #T Y %C)" F 'A' T A Zo 3k C"'AAU0"4E"RU" design NO. DATE DESCRIPTION APPROVAL IMPROVEMENT PLANS FOR professionals ° TRACT 2614 a FESS i - _ GALERIA CT STA 1+00.00 TO 1+86.19 P. _. Accepted f true 4' civil engineers land surveyors land planners CURVE TABLE _._.___..._.__. Lie.Na.28,431 1598 santa barbara st - san luis obispo,ca 93441 - 8061649-8658 email:oda@edainc.com 9 CURVE RADIUS DELTA LENGTH * Expires 3l31I08 � �'� a�eda City Engineer ate C3 300.00' 15°53'19" 83.19' C17 20.00' 89046'26" 31.34' �� C#V 1L �� DESIGNED BY; ° 9TH ofi of N 742 E 1192 U C18 20.00' 87049'10" 30.65' C'p`l SURVEY CK: C19 20.00' 103032'22" 36.14' C20 20.00' 82018F EVIEWED 9Y A�"ASCADERO MUTUAL WA ER OMPANY JE Y P.WAG R RCE 26,431 TE _� _ CITY W.O.Na. SHEET '27" 28.73' ro C21 286.62' 2°21'03" 11.76' STAFF ENG.: 15 OF 42 DATE C22 313.37' 5°10'17" 28.28' f' ------------ ----- - e . ..,m � . � _ �.. —. -_ ------ --- ________--------------------------------- -_-- ._..Ar _ --_-_ ._ ___..__ ___..._.__._._..._. -____-_- _, ___,_._._.---------------__. _,.M m m.-,_._ ----------a.._. --------------- -- -------------.. N r _......_------_ .------- __------------- ------ - .,... --.. . _ ..___ ---- A _ __�- _-_-_----------- UTILITY CONSTRUCTION NOTES: j SEE SHEET 25 FOR ATASCADERO MUTUAL WATER COMPANY STANDARD WATER NOTES � 1 IU1 EXISTING UTILITY.ADJUST TO FINISH GRADE. 885 __...._�_ __..._.____-__ ___ _ ___ _. _ ..._..._._._ _._ __ _....._.. _ ___ ___.._..._. __ �_ __.. __....__ _ _ .._.._._ 885 U2 RELOCATE EXISTING JOINT UTILITY POLE PER UTILITY COMPANY HANDOUT. HIGH POINT LEV=872,71 U3 UNDERGROUND EXISTING OVERHEAD LINE PER UTILITY COMPANY HANDOUT. HIGH POINT TA=2+96,07 ! NEW WIRE SERVICE UTILITIES FOR REFERENCE ONLY. REFER TO RESPECTIVE I 50.0 'VC UTILITY COMPANY HANDOUT PACKAGE FOR ACTUAL CONSTRUCTION INFORMATION. PVI ST =3+00 . 880 _..__... _ �.�..^._.._,__ 2 INT 25' U5 INSTALL STREET LIGHT PER ARCHITECTURAL PLANS. _w____.. ___�_ _.__.....,r. _._ . _ __......_. 880 K~ 1.07 r- W1 INSTALL 1"WATER METER PER ATASCADERO MUTUAL WATER COMPANY STANDARD LO ++ + N PLAN 104. U I~-i �j 100W2 INSTALL 1"WATER SERVICE,(CLASS 200 1PS)POLYETHYLENE WATERLINE PER > ca h z ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 104. C 2 ti `' �` D©U r INSTALL 8"C 900 PVC CL 150 WATERLINE PER ATASCADERO MUTUAL WATER ` = ►=°0 cci t° C7 COMPANY SPECIFICATIONS&STANDARD PLAN 102. 875 _ .,...___ _._ - - .- -..._.. _ -_ cin __....__ __ ___ - 87 a can w o °+°� to *''0 W4 INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER COMPANY STANDARD � C14. Cl) EG# CL N 872.85 "' ('�N PLAN 110. Mm0o INSTALL FIRE HYDRANT PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLANS 108&109. 0 00 INSTALL THRUST BLOCK PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 116. 870 870 •f a.�•aet�! r emaame mOt 80 WL WLm f! �� INSTALL BLOW OFF ASSEMBLY PER ATASCADERO MUTUAL WATER COMPANY e e 8"WL 8"WL �a..a,m�,a! r r• STANDARD PLAN 113. rae aev•�ty• aa•a�e •ea et •yr •.t,.�« !• .e«�.•. a•r INSTALL AIR AND VACUUM RELIEF ASSEMBLY PER ATASCADERO MUTUAL WATER 8" 8"SS 0. /o COMPANY S T ANDARD PLANS 111A&112. If ., S1 INSTALL 8"PRIVATE PVC SANITARY SEWER PER CITY OF ATASCADERO STANDARD 865 - _ _ _._ ____.._ __ ..__� _._ �' �� _ _ ____ _..._._ PLAN 702. g �G• �•� �,,'`� e �,`� 5y :5 y 5 865 INSTALL 4"PVC SEWER LATERAL PER CITY OF ATASCADERO STANDARD PLAN 603. s S3 INSTALL SEWER CLEANOUT PER CITY OF ATASCADERO STANDARD PLAN 605. 3 i INSTALL SEWER MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 607. 1+ 0 2+00 3+00 4+00 G1 CONTRACTOR COMPANY SHALL INSTALLINSTALLGASIMETTER PRC!CONSTRUCTIONORDINATE ITH THE GAS CTIVE BOLLARD PER DETAIL"A"' SHEET 25 L STATION SCALE: 1"=20'HORIZONTAL AND PER GAS COMPANY STANDARDS. 1"= *VERTICAL 7+00 ma �.��a �-'""``".,,, '.�.- ".�F• � J"T'VG.J4AGUAj `� rv»- -_ •+ - _ - e. 8+29.61 MADRO O 8"11,250 BEND LOT 40 -!"v `` 0 S L .`- -` < 8"22.50 BEND g W5 ~� *00 _ $"11.25°BEND `' _ 2 SF T.B.PER - t=om t••• „ ATASCADERO MUTUAL • / - ._ - _ _ NEW 8 PVC WL 8 PVC 2 SF T.13.PER N� 'BNp� WATER CO.STD.116. . 3 SF T.B.PER ATASCADERO MUTUAL t'yL („i WATER CO.STD.116. ATASCADERO MUTUAL 1+00.00 GUACATE ,� -� f.- �' �t,,q5 • j •:. �`•`-- ..,.,,• � WATER CO.STD.116. 5+84.8 MA€RONO _ .___ _ W T r .. . F ,q A► ERLmINE3EV CaTll .m �17Ft.l11D T�►la. NTS _ NTs rA LOT `. i G1 11.1 `�� _ a 11 4 G ° N17°17'23` Co "E LOT 18 � "�"""{�� 50.00 •�. -'" , r7 � W2 ci- /0 /l GAS .. W2 `" e`er- .•• /��/3�+'l .86,3.33 Rt, 8- .._ "pC ND 8„45°BEND S3 . ~~ 8"22.5"BE NEW 8'"PVC WL �x� C31 S1 W2 2 W2 _�W2CW3 S1 W2 S4 W2 O ` y •• C�1�'' S SF T.B.PER W1 52 3 SF T.B.PER ,Q'I ATASCADERO MUTUAL �` S • a .' �cP LOT •fir (M ATASCADERO MUTUAL WATER CO,STD.116. O / WATER CO STD 116. S24-4 L 4 - WATERLINE BEND DETAIL WATERLINE SEND DETAIL NTS - NTS _ I`- �t � civ c`:y � � � � r?� �j W1 S2 f T �+ "+ + + �t (v ra LOT 1 6 N ra W 1 cry ri S2 . - W1 _. _._._ S2 S2 0 n S2 �} U S2 _ SOT 10 X OT 11 LOT 12 LOT T 1 LOT 14 �� ~ LOT 15 DIAL TOLL FREE 1-800-227-2600 C AT LEAST TWO DAYS BEFORE YOU EVIGto CURVE TABLE UNDERGROUND SERVICE ALERT OF CALIFORNIA CURVE RADIUS DELTA LENGTH C, C5 60,00" 77°26'21"' 81,09' C6 42.00' 89002'42" 65.27' R E V I S 10 N S ' C13 48.5(?' 52057'00" 44.$2' design N{?. DATE DESCRIPTION APPROVAL . IMPROVEMENT PLANS FOR I T%T/ u` F A TA S'CON'A ruu%E (p) C14 33..50" 76045'28" 44.88' professionals � C27 49.18' 7104917"17" 61.65' ..�-a--�.,a T` ACT 2614 0 C28 70.82' 19°54'28" 24.61' ESS 1C __ ' . 3+66.36w C29 18,50 65 3153 21.16 P, dd'. ° „ A UA ATE STA 1 00,00 TO C30 18.50' 95012'14" 30.74' �4 ` , _ Accepted nstruc`on C31 70.82' 21005'53" 26.08' civil engineers land surveyors land planners __ 0) C32 55.37' 89002'42" 85.06' ' Lic,No.26;431 1998 Santa barbara st- san lois Obispo„ca 93401 ° C33 28.62' 89°02'42" 44.49' SCALE IN FEET Expires 3/31/08 ph:806/5494668 • email:ed C34 18.50' 90°00'00" 29.06' a ►edainc•corn �..__ _ _. City Engineer ate -9- C35 18,50' 90°C30'E10" 29.06' 20 0 20 40 91 CJV 11 _...._.-- DESIGNED BY: C47 40.00' 30°05'30" 21.01' O� �- ��.___ N 74 E 1192 �? SURVEY CK: C48 57.00` 46052'08" 46.63' REVIEWER BY ATASCADER0 MU UAL WATER COM ANY JEF Y P.w NE RCE 26,431 DATE _ _........_._ CITY W.O.No, SHEET 00 C49 25.00' 76°45'28" 33.49' C50 42.00' 76°45`28" 56.27' STAFF ENG.: r DATE 1 OF 42 = Sc _._.._.._ ........ ---------------- UTILITY CONSTRUCTION NOTES: SEE SHEET 25 FOR ATASCADERO MUTUAL WATER COMPANY STANDARD WATER NOTES U1 EXISTING UTILITY,ADJUST TO FINISH GRADE. U2 RELOCATE EXISTING JOINT UTILITY POLE PER UTILITY COMPANY HANDOUT. U3 UNDERGROUND EXISTING OVERHEAD LINE PER UTILITY COMPANY HANDOUT. 880 ___ _�_ ___.__._.-__ __ �__...._.....__ 880 U4 NEW WIRE SERVICE UTILITIES FOR REFERENCE ONLY. REFER TO RESPECTIVE UTILITY COMPANY HANDOUT PACKAGE FOR ACTUAL CONSTRUCTION INFORMATION. se U5 INSTALL STREET LIGHT PER ARCHITECTURAL PLANS. O o n e �' Wi INSTALL 1"WATER METER PER ATASCADERO MUTUAL WATER COMPANY STANDARD to �gPLAN 104. U' 9 ry I $7S N w`� i W2 INSTALL 1"WATER SERVICE,(CLASS 200 IPS)POLYETHYLENE.WATERLINE PER co�,� _ _�_.. _......___. —f— �+ 875 ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 104. W3 INSTALL 8"C 900 PVC CL 150 WATERLINE PER ATASCADERO MUTUAL WATER COMPANY SPECIFICATIONS&STANDARD PLAN 102. W4 INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 110. W5 INSTALL FIRE HYDRANT PER ATASCADERO MUTUAL WATER COMPANY STANDARD 870 _-._._ __ -"""" "'° •,.'".• •• s 870 PLANS 108&109. .p..e.... - - W6 INSTALL THRUST BLOCK PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 116. J A �� ".'`,�`�' � INSTALL BLOW OFF ASSEMBLY PER ATASCADERO MUTUAL WATER COMPANY STANDARD PLAN 113. 1 �r1 W8 INSTALL AIR AND VACUUM RELIEF ASSEMBLY PER ATASCADERO MUTUAL WATER 86 o - _ __. _....__. -_ _�-- 865 COMPANY STANDARD PLANS 111A&112. S1 INSTALL 8"PRIVATE PVC SANITARY SEWER PER CITY OF ATASCADERO STANDARD PLAN 702. 52 INSTALL 4"PVC SEWER LATERAL PER CITY OF ATASCADERO STANDARD PLAN 603" S3 INSTALL SEWER CLEANOUT PER CITY OF ATASCADERO STANDARD PLAN 605, 1+00 2+00 INSTALL SEWER MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 607. P R 0 F I L E G1 CONTRACTOR SHALL COORDINATE CONSTRUCTION OF NEW GAS LINE WITH THE.GAS COMPANY.INSTALL GAS METER PROTECTIVE BOLLARD PER DETAIL"A",SHEET 25 GL SSCALE: 1"=20'TATION AND PER GAS COMPANY STANDARDS, HtORIZOIVTAL 1'"= 4'VERTICAL SHEET 12 7 SF T.B.PER -- - ATASCADERO MUTUAL WATER CO.STD.116. l NEW 8"PVC WL NEW 8"PVC WL LOT 63 � . r Z ' p LOT 22 8"x8"x6"TEE 6"RWGV W7 } (CFxCFxCF) (FxMJ) 6"FIRE HYDRANT W2 .:..� :. , A FIRE HY�R��T DETAIL. „+ NTS X W2 AMATIS A V) .k S1 5°5 t"W W2 f �- • S a t+$4}.31 S3 BLOW-OFF �� 4.5G Rt. LOT 27 1+00.A ATIST U4 -� � -�-- ' 9+82,71ADRON00 ' 8` * - �+ rte. U 8"x8"90°BEND z CLCL (CFxCFxCF) Z — $2 1 NEW 8"PVC WL 52 1 0 v W5 W1 � 9+38.85 LOT 28 9+ LCAT 19 LOT 20 LCAT 21 SHEET 12 L 0 -OFF DETAIL. - NTS SCALE IN FEET 20 0 20 40 ` DIAL TOLL FREE � 1-800-227-2600 2 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA � N N tQ REVISIONS ' CITY1 r,%SCADERU designNO. DATE DESCRIPTION APPROVAL a professionals IMPROVEMENT PLANS FOR c� __ ___ -. _ TRACT 2614 P, AMATISTA STA 1+00.00 TO 1+86.56 CLCURVE TABLE Accepted aY1StrUG civil engineers land surveyors land planners rn CURVE RADIUS DELTA LENGTH Lic.No.26,431 1998 sante barbers st sun lois Obispo,ca 93401 a1/ U C7 52.00' 30°19'03" 27.52' Expires 3/31JQ8 * ph:805/549-8858 - email:eda@edainc.com - — - - ___ _ ___ C8 36.00' 234°42'30" 147.47' City Engineer ate 4 .9- DESIGNED 8Y: C9 44.65' 24°23'27" 19.01' gTfi �� C36 38.63 24"23127" 16.44 OF CAS 1F __- ---- 0 N742 E 1192 �? C37 38,63' 30°19'03" 20.44' r. --- SURVEY CK: C38 18.50' S9°40'57" 19.27' EVIEWEC?13Y ATASCAE7ER0 MUTUAL WATER COMPANY J REY P.WA NERN RCE 26,431 DATE CITY W.O.Na. SHEET C39 18.50' 105°43'22" 34.14' _._ _ ___ STAI"I+ENG.: DATE 17 OF 42 .......... ,, ___ - - _.. - -..------- ti .._.. _._,_. --,..------- __._. _ _... __.__._ _ M _ -------- - _-------------- -----_--- --------------------------------------------_ -------- _ t SHEET24/ 4- � j "' 12 HDPE �.... / @ 0.48%. L 60 co ti l t t d 871 .0 F 870.5 .'PAD . f3, 22.,,, LOT 57 -- WALL"8" ::ra 8/ 0.6! FF k� 14' Ca�r,�`� 4"HDPE 30 gyp 0.6% +� 8701.17 PAD ' � F / ,:�J '. � j ,�) �° 4 SHEET 30 � $�� F0.•o �• 5 A .. ... .12"HDPE' C 12"HDPE (1.48°/a. 4 Oto��yQy ' 4 $63' k co c> `�� C� 3 INSTALL FLARED.- _ _ t LCAT 55 / b J 0.50°l0 '� LOT END SECTION. '` b `-�' °�' o �O�' ! ! 868.75 FF ® ��° 871 .00 FF , 6. ' "' �'' 870.50 PA 888. 5:PAD � /� . ... . .. •�. . • 4"HDPE /HDPE $ 0. ow4 � \ �`W 5 '� � �►,• k ..: x.63, LOT 56 . 870.33 FF m LOT 62 Q / 860.83 PAD a p ' _ ' ,'' M)4, 871 .00 FF 24"HDPE '� 2 ~� N �-�' ' 2"HDPE /y ' ®% 4. ` � ............. ........... ``^.,,�„y^� ��'"'�"'^--.,.�` '�..•.1`�' , a ' � g V.48°� 4 870.50 PAD A � � zz .17 24"HDPE . _ /©o V 00!O . ' tl 4 SHEET 3Zk Z. "- '! T. x X X X X _._ X Q k x - X X X X X X _. r1L3 071 /�, f'; r �✓� �'- - R=286.12' L=1 1.74' N 54°26'35"E 32.82' N 54°26'35"E 48.0+x' R=486.12' L=9.32' _ r _ 0 --__ - 4 18 HDPE @ 4.65°k ...... _._..__ ___._ _ __.,._.__._____.----------__.-.--__....._.----_.._______._ 18"HDPE �a'� �. 4 18"HDPE 4 95.75% � ',�� 4 �$1.00% 1 r , 4 24 HDPE �Vsa uj uj Ib 82' .................... . ............. .. _ . t INSYALL FLARED ,{ \ SS `" 7.7 c - .. °. j IND SECTION. "y' x J �� A 1` N 54°26'35"E 50.01' k. '.N 54°26'36"E 20.00' N 5426'35"E 8.85,- R=517.38' L=15-9W N 52*40'34" 15.21 40 R=317.38' ti� po L=11.16', =4 �'Q L=9.82' 4k 'b�' R19.50'-- ,.,• / k k 'k :vi I SH T31 N L 5.46 j I - C14 - LOT 6317 J Z1, 04 LL 4 WA "D" J ; SHEET 31 18 HDPE @ J r / 4 7a h LOT 1 / .s /a 866.50 FF I I 8 .00 PAD �s vs • 66 . . x.08' k ,� � k5 k5 k`' C1 ! 2:1 MAX J :� �' LOT 2 - LOT 3 L®T 4 LOT LOT 6 CD a 870.17 FF ° 870x3 FF ° 870.50 FF ° 870.75 FF ° 871.00 FF D 870.25 PAD 869.67 PAD 869.83 PAD 870.00 PA 870.50 PA X o67-18, 17.50, 0 CV /* cv � J ��h.�G . 2�� .. '. ' ' . . . . . • .. . , . 'b , ° J �� <v ,� �.. / 12H H g 12"H E ! �<� "° 4- h��1�� N 67°, mk 'i� /r " 4 (�1.5°fa 12' DPE 1 O 12":HDPE `'._--_-�� ti ,� 825„ 1 � � -�'" - 12 HDPE b•. ' � 1 4 2.013% � qy'� '`y ' ' --�7'Sfl' �. G 12"HDPE �� \�� 0 4 1.5% 0 0�$ •j�? �.`�° 2C' civ �s��p`Z� 1 6°t..�0 '°a`� � .. x S .. SD !! C�,lD f• SD w �,areiaib 1 "HDPE ��• tltl Xtltlf� • ^�D tl! tlf a.,p,i1 ' - °' ,° H � '• ° � n SD � ° � n , T o � „ r o , H � r -- ` `I• ° H - - --- N 64 1809E 73.16 --N 54 1809E 328.07 - __ _. _- - - - - - - - N 54 1734E .83 - - - - - N 54 1954E 20.00 _ N 54 18 09 E 20.00 IV 54-18-Op-E 20.00 Q SD SD 618' 9"E 44,66" __.. _.__ - _ :._ _ _ _ __ - x - _. 5 Q c------CONSTRU TION NOTES: � B6 G ��4a r\ �. 65t� g• gco �°,' g� �`4' 00 /v, d`� a oq, �`� �kC, kCa00 Ca kC? R7k� kO Q HEFT KEY MAP r- - ---.-- ---- -- --- �`"� - � GRADING AT BUILDING PER DETAIL"A" THIS SHEET. � INSTALL DROP INGRATE PER NYLOPLAST DRAWING NO.7001-110-017. t ► 2 CONSTRUCT CONCRETE SECTION PER DETAIL"B" SHEET 40. INSTALL HDPE STORM DRAIN.SIZE PER PLAN.(SEE SHEETS 4-10) R E V f S 10 N S 040 u`I T%YA' U'"%F ATASCO'A r D E 0 Kal 1 a t } design NO. DATE DESCRIPTION APPROVAL IMPROVEMENT PLANS FOR CONSTRUCT CONCRETE FLATWORK SECTION PER DETAIL"C" SHEET 40,AND ARCHITECTURAL PLANS. professionals ' / / ------- ........... _ TACT 2614 i t 4 CONSTRUCT RETAINING WALL ,IDENTIFYING LETTER PER PLAN. REFER TO WALL PROFILE SHEETS FORI AND ®�!p g TMINA . V.00° FF CONSTRUCTION INFORMATION, E q� CRADINC ND DRAINAGE PLAN: LOTS 1-5655-561111111111 LL Accepted f onstruction ujTy TREE PROTECTION PER TREE PROTECTION PLAN,SHEET 36. 44 t t O civil engineers- land surveyors land planners -- t �o TYPICAL.FLATWORK DIMENSIONS PER DETAIL F,SHEET 41 UNLESS OTHERWISE SPECIFIED. +� � 1898 sante ttarbara st sen lois obispa,ca 93401 __. _ _ ` -.._._ t Lic.Na.26,431 I h:8051649-8858 email:ada@edainc.com • d tyt'�,.�*►1trAE t.rOT�i �✓TIO�yNOTES: s Expir�s3r31Ic�B � p _______ ._....._...._..... __-_ City Engineer fl to N t t t CIV I\- DESIGNED BY: __ ALL STORM DRAINAGE FACILITIES SHALL BE INSTALLED PER CITY OF ATASCADERO STANDARDS AND hd _ __ _� Q - SPECIFICATIONS. OP CA- __.--_--.._.__._....____ N`742 E 1192 M p• h Q - SURVEY CK: SCALE IN FEET o TYPICAL •vP �•./,L ©�® pi su 1 CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 501. ,1E EY P. GNE RCE 26,431 DATE CITY W.O.No. SHEET n J I t.,, A RA 1�1 STAFF ENG.: Cq •• 11 SCALD:NTS > z CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD PLAN 502. 10 0 10 20 18 OF '4`2 1 11L AT DING ------ __.--.-------_______ _____.. -------_-_,____.__. ._...__-,- T__ ___ __. -- ----------------- ------- T._ -________._____.__-____________.____ -_._-------------------__ SHEET 23 % r N " 33.0$' ` -•-�_ -__ N' oOC, � t DEWALK LOT 83 0 ' 1$"HDPE --` $71)................ ....•....:.•...............,......... .. 4 18"HOPE MRD RO N O 02.00% 00 @ 1.000/0 N 68002'05"E 5.12, �A•� uj uj �: Oq N 37°'t 9'26"W 3.98' :- -'N.3C g'1 �C� R=18.00 _- - C R=71.32" -: ---. -.__------____.-•-- _......_____....--•-- ______ •. '.L=9.16'• - '``�--- __...»,,..,...._.-. 35`41'59"W 36' -- - 21 . UA I a R=71 3 L=•15.6 3 N 50°09'52"E 37.70' --''"� .... g 2 g r -.. _ 4s� 4 N 52040'34"E 70,19, -- -- - - 20.01' 14.97' ._._..�' 00 20.01 ©� 1p - - �--- ��--_ _ -- °' 1ti O' N 51°0223" R=57.50'L=3171' `` 4a F 51°02'23"E'. 20.03' _ y� F5' F _ N 51"D21231;E 4 . AA 31' 5 _ R=67.50' � r M ` , C� L=14.32" :.` ' `� - --- cv as c? 8T1 ..._. ...._.- ,- ' N chi 2 260 t0 04 N' 04 D 8 6. 12.86, 40 JK 04 c� 49� g5 `P° 1x.86 ►M q,'1 n, 'l"� 11.75' 11.75' 1<co F F F Fq `n �F5 g��a `bF5 $F5 ca u X x'.. - v -- X xLu ...... z X _.._ x x x - ch un : p9 �" tf? L01 L,OT` 7 LOT 8 �.OT 11 ° LOT' 9 LOT 10 LOT' 2 LOT13 z LOT 1 X71 .00 FF 871 .25 FF 871 .50 FF 87:2.30 FF 872.30 FF z 873.08 FF � 873.08 FF z 873.42 FF 873.75 FF 70.50 PRD 870.75 PRD 871 .00 PRD 871 .80 PRD 871 .80 PRD 872,58 PRD 872.58 PAD 872.92 PAD 873.25 PRD NEWF1 2 86 1 2 8612"H 3 3 4 12"HDP 1 1 J .• 1.00% ,�p'� J 12"Hl3Pl .�4� �� 12"HDPE p �'�4P 3 12"HDPE ? 12"HDPE 3 � g 12"NOPE _ 5 12"HDPE 11 " "� "a° �' 4 a ti � 4 �' a 4 �o° ' ?. 4 .- r, _ q4 12 NOPE _ . ��' 1z HDPE 3 12 HDPE ca g 1,aa°lo '� 1.50/a a q C�," 1.00% �? p. ,to cs 1.50/0 1 ti G 1.00°/u c� J .� a a o �"' �L �i Ca �4 4 4 a C" h O_ p� °� 1 ti �` �l K`: �. �y q, ').gpt` �r��`� q ( 0.55/o c� 1 p t�4.50% o 'l�' �� ,�� ! 0.50% '1r' 'tC9. 0.50/o gq g $ q',t�b� C?------a- W--- q�p'1 ,\q��' h�g,' '� p �g`r �'arab � `L� PIwo* • g �• rod q,+bA Rg • O _.. _...... SD PO •• V • y �. v Sp - _._. _. a 25.55 02 17.98 •• 57.61............ ............... .................. Y, ). _.__.. v......... r . . .X.. ..._,y, ........_.._x' < ..,._ y .. v. . .. x•:'. ___.. _. _.._ 44.81 20.00' 20.00' N 54°1$'09"E 328.57' 56.55 56.50' gyp°` ra N 54.17"57"E 66 : 3' o`� p °` gyp• °� '`' ti �. Al' ti a a 0�p pF0 FO (%b F� `�'�C7 2+F0 3� �'�C� � � � SFO pry O� � FO 0 F F F FO �'FG 4Ca F FCa k FCa off' Q IQ CONSTRUCTION NOTES. -E D r- _.. _ __ ----- `N a � GRADING AT BUILDING PER DETAIL"A" THIS SHEET. 3 G) CONSTRUCT CONCRETE SECTION PER DETAIL"B" SHEET 40. o/ CONSTRUCT CONCRETE FLATWORK SECTION PER DETAIL"C",SHEET 40,AND ARCHITECTURAL PLANS. I iI� CONSTRUCT RETAINING WALL ,IDENTIFYING LETTER PER PLAN. REFER TO WALL PROFILE SHEETS FOR 3 M¢ 4 0.00' FF E CONSTRUCTION INFORMATION,(SHEETS 29-32). SHEET KEY MAP I i TREE PROTECTION PER TREE PROTECTION PLAN,SHEET 36. � � q TYPICAL FtATWORK DIMENSIONS PER DETAIL F,SHEET 41 UNLESS OTHERWISE SPECIFIED. REVISIONSc7 1 TY design NO. DATE DESCRIPTION APPROVAL o _ I D INROE CONSTRUCTION NOTES: z I professionals IMPROVEMENT PLANS FOR !i --M-- ---- - - - ALL STORM DRAINAGE FACILITIES SHALL.BE INSTALLED PER CITY OF ATASCADERO STANDARDS AND TI�RCT �� 4 a- v �� ©�o °• SPECIFICATIONS. ESSta,_ _____ GRAD NG � DRAINAGEPLAN: w +� CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 501. ¢�� P' �ik'jt!c� L � �"'�P I CR L GRADING � �;, Accepted t stru CD m T BUILDING h SCALE;NTS > 2 CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD PLAN 502. O civil engineers land surveyors land planners - � A 6 ®U I L D I!�G � Lie.No.216,431 1998 sante barbers st - son Iuis Obispo,ca 93401 49,07 �01 \w l INSTALL DROP IN GRATE PER NYLOPLAST DRAWING NO.7001-110-017. * Expires 3/31/09 * ph:805/649-8668 email:eda@edainc.com µ Cifi}t Engineer ® �� SCALE IN FEET �>` CIV 1L INSTALL HDPE STORM DRAIN.SIZE PER PLAN.(SEE SHEETS 4-10) -9?� DESIGNED BY: ra CAS 9 OF � N 742 E 1192 U 10 0 10 20 SURVEY CK: � - J Y P.W GNE RCE 26,431 DTE T CITY W.Q.Na. SHEET $ STAFF ENG.: N 19 OF 42 x SHEET 22 A crt C> Qt N4� " 2 �' k 47,'x, _ 64 - .__ 5 -- 18. 1$ " AA LLJ .63 Zi R=5.60' L-8.15' 2.28'1 . ' o 1ti " 752'. R-1.50 . ,�g 874.50 FF -~--� �k� h �; 8.51 jo 874.00 PAD ' 4 R=42.60" �.°`. lb .22-731Uj Uj R=s. N L.OT 19 19.35. rq� ,bA��' L�.89' 1. 8 84°1g ss„. w```�^--- 0! �5 8y, ` 3 ____ 875.00 FF / R=1.60' �� 874.50 PAC) 0 L=2.45' LOT 17 2.95, 874.50 F �, :` ' : . o.��' ,�� :o��. . =zo ao', 6 874.00 PAC) L lb 1v g4° 2"HDPE �► g� -�,� � �A1 L-7.95 16ri 112.31' � 82'49# T 4 f. 51'027S4 E �.._ --- --_ d',9 0.50°10 --: N 5'�223 E 29.93 : !! ' / - R00.{�0' I 4"HDPE N L=4.98'- R-1.50' _ � .,.;,.. cO a 4 Q.50% °1.1�41f'E gFi 13' �b� L=2.49' 6.51' `��' ��C��' ,' zz: '�� or �i LOT 16 ;� Rza.o �`� 874.\0 \ ` ' --� ��' �'. �`' U=28.7 • • a . • . . , L=14.s2' : � ,. �.' 6 • 12..�g� ' ° �- 1..0T 20 "' - Q -. : �1� •'.. � ... : '. . 874.00 PA® �� as a$ 11,, X � 75.00 FTC \ q� � r - =10.(30 `-' �p`�` 874.5® PAD a L=9.03` . 2(1.94' 6�4°1g, " 2 HDPE 1 ti� " � \ - . �. 68.T@' �0.50°/a 4 1 8.g.7 c4 ""• R= 0.00 .`"�• 4"NDP 6 .2.$% �.�/ 4 ` ./ --� ,. 2 9 64 01 A .\.. r, a.SQ°lo °1g5g"E 66.12' � 12 HDPE222-44' - . � fo �, � 4 @ 0.90°i° °� �� ' �� ' � R=1.50` � ( • L=2.1$' -* ' A$ `�'' L0T 24 � 3 L0 i f 5 .�`�g°��p � .2z.141 �b � j--- x ----• 4 � R=5.60' 874.50 FF A LOT 21 b,� .. .. , ' L=88.15.15'' 1z.97� ra 874.00 PAD - :. ;.�:;: 875.00 ' �,...................... L 22 - �1 x CST � .CST 23 LOT 14 874.50 PAD 875.10 FF 875.10 FF 873.75 FF z �� x 874.60 PAID 874.60 PAC) 873.25 PAD x x 15.x4ti' - x ' q ' `p x �� ... `-,' x x x x x - © 3(� _ x 64016,5 � 19.7$'\ 34 Coo) - - x `---- 9 4 4"HDPE x _3 ( a 2.9s 0.50/o `----,2.82' - u� m 12"HDPEZ 4 13.48' (m 0.609/0 ", 15.19' 0 "' G "� 19.3 lb �y ^a �p �,, 12"HDPE cta ,1.►� 4"'•rte 12 HDPE oo lb 12 HDPE \ J 5 Q' •t� �a .� 3 r� 12"HDPE ;. '�" Ry 4 c� `r 50% a.s419ro �' � ' 4 a.5t1% ��'��'� 0.50% N _ ��'.�a ° ,��,�► p . ®o goo � @► t �+ sa r• �+ �rrara�wrawww�wr► SD ear ew�gw e• 4`D ee ea SD we SD 'pe wees SD ew SD sw SD rr .SD SD SD e 59.94 .. 7 19 58.97 .... :�14 h N 54°17'57"E 667.63' " o . IbA rill 'b/b-' dr CONSTRUCTION NOTES: - •- ---- -- N! o°o � o � - � GRADING AT BUILDING PER DETAIL"A",THIS SHEET. f ► 2 CONSTRUCT CONCRETE SECTION PER DETAIL"B",SHEET 40. � 1 02 0/' \ CONSTRUCT CONCRETE FLATWORK SECTION PER DETAIL"C" SHEET 40,AND ARCHITECTURAL PLANS. { .' CONSTRUCT RETAINING WALL ,IDENTIFYING LETTER PER PLAN. REFER TO WALL PROFILE SHEETS FOR SHEET KEY MAP T MIN. /� ' -� 0.00 F F ► CONSTRUCTION INFORMATION,(SHEETS 29-32}. T 0" F ATASUADERO TREE PROTECTION PER TREE PROTECTION PLAN,SHEET 36. REVISIONS N I I design NO. DATE DESCRIPTION APPROVAL I TYPICAL F'LATWORK DIMENSIONS PER DETAIL F,SHEET 41 UNLESS OTHERWISE SPECIFIED. professionals IMPROVEMENT PLANS FORq' I o _ TRACT 2614 i DRAINAGE CONSTRUCTION NOTES: ESS, AIV® DRAINAGEPLAN: LOTS 1423 N ► GRADINGo,. ISS p -I ALL STORM DRAINAGE FACILITIES SHALL BE INSTALLED PER CITY OF ATASCADERO STANDARDS AND � ��C'I P' yry �0 Accepted f nstruction I h p SPECIFICATIONS. k rn t� � civil engineers- land surveyors land planners -. __...__.._._ �, p• p. TYPICAL p� w CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 501. 1898 Santa barbas st san luis obispo,ca 93401 i Y I"" `,✓ALGRADING r( Lic.No.26,431 h 806/548-8658 - email:eda@edainc.com Q * Expires 3/31/Oe * p � City engineer ate �- /1 T' BUILDING SCALE:NTS > � CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD PLAN 502" !� 1 s� CIV IX �� ___ _-...___ DESIGNED BY: �\ INSTALL DROP IN GRATE PER NYLOPLAST DRAWING NO.7001-110-017. SCALE IN FEET 9TH OF CAS` N 742 E 192 0 INSTALL HDPE STORM DRAIN.SIZE PER PLAN.(SEE SHEETS 4-10) 10 0 10 20 __ SURVEY CK: p JE Y . NER RCE 26,431 TE n CITY W.O.No. SHEfMT (� - - STAFF ENG.: 4► OF 42 S�4 _.._.w...-__.. __.,___.___._----------- .. - _----------------- ____ a .................... . ® �o CONSTRUCTION NOTES: GRADING AT BUILDING PER DETAIL"A" THIS SHEET, V � N 33°17'00"W 171.71' �A'V CONSTRUCT CONCRETE SECTION PER DETAIL."B".SHEET 40. 35.25 .00" 1%b 2p �G x CONSTRUCT CONCRETE FLATWORK SECTION PER DETAIL"C",SHEET 40,AND ARCHITECTURAL PLANS. 51.05 CONSTRUCT RETAINING WALL ,IDENTIFYING LETTER PER PLAN, REFER TO WALL PROFILE SHEETS FOR CONSTRUCTION INFORMATION,(SHEETS 29-32). TREE PROTECTION PER TREE PROTECTION PLAN,SHEET 36. j` TYPICAL FLATWORK DIMENSIONS PER DETAIL F,SHEET 41 UNLESS OTHERWISE SPECIFIED. DRAINAGE CON TR.UCTIOIV NOTES: x � .•'' '� STORM RAINAGE FACILITIES SHALL BE INSTALLED PER CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS. r ! � CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 501. CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD PLAN 502. x \. .1 INSTALL DROP IN GRATE PER NYLOPLAST DRAWING NO.7001-110-017. f INSTALL HDPE STORM DRAIN.SIZE PER PLAN.(SEE SHEETS 4-10) "35 : .. • • j 7.33" ti � '.. � . • .77' fin, 5 5 oa LU LU --- - -- -- - N <,4 TI 00 ^� �x /I LOT 2 LOT 25 LOT 24 I 3'MIN, 0.00' FF LOT 63 $75.6 F 875.60 FF 875.60 FF I 875.10 D 875.10 PAD 878.10 PAD I i ^a p� -- �'� �1h F`� 95' o o cn CID3.Sp' TYPICAL GRADING BUILDING�^eL Lu Q 6 6 $ _ AT U I L D I N C� SCALE:NTS i co a RJ.6�}' q) 3 r L=$.1 3 )II cv R=1.50' DCa g` ` L=3.12` L=$.52' R=1.50' I4-20,00' L=3.40' `+c i -- - _ , . rrs R=1.50' �; e +' '`�- o L=12.54' cci b L=2.19' x R=X0.00' n L=14.$$, v N 35"41'59"W 33.94' CO L`Zg 0 p {1r0: ��,' R 24.$3' x ,��' �1� / 'i L=1&.24' F� R`20.00er ' F / 41. L=14.88' i MADROO �'� ti� .til .•. °,�'+wr �'h` �� X45 17 / LANDSCAPE h� lb Nv LOT 2 4 A �� N 25°43'05"yy LIJ ` j J 10 N25• _ _ t na 43 05"Vy 11 1 i °co eb w 2,5-43,06.V!I ' u? 4 12 HDPE 1.45 ' fid, @ 0.33/o ° N 35"41'59""W 63.00' �,a`T,,y N25 430 �r I �i< f �p _-'---__ / X38 79 H 4 ri 0.5% LANDSCAPE i LOT 27 12"HDPE lb 4 'Esv' g ✓''�_ . @ 0.62�/u �� LOT 22 a SHEET 22 SHEET 20 SHEET KEY MAP REVISIONS /� CITY T design NO. DATE DESCRIPTION APPROVAL IMPROVEMENT PIANS FOR professionals � TRACT 2014' �- I GRADING AND DRAINAGE PLAN: LOTS 24-26 Accepted f struction w ' LU k -C.D• ,, `�i civil engineers- farad surveyors - land planners LIc.No.26,431 1998 santa barbara st - san Luis obispo,ca 9340'1 .75 _ * Expires 3/31/08 * ph:8061549-8658 ' email:eda@edainc.com City Engine to ° C r 1't DESIGNED BY: SCALE IN FEET g V T�ofi � N 742 E 1192 \� 10 0 10 20 `� _._.....-_.._...__ suRVEY CK: Co JEF NER RCE 26,431 DTE CITY W.O.No. SHEET co - --._..._-. ._...._.._..______._r_. _ — STAFF ENG.: N 12"HDPE 6 V B 4 12"HDPE(j> a 0.55%`� 12"HOPE "-12"HDPE 12"HOPE 12*'HDPE rp @ 0.55% �00 ------------- ...... ........... ........... .11<-------- ......\/......... N64"1313"E 950.42' @ 0,55% 0.70% @ 0.70% '00 Q D-70% L 2�,00 7 ..........................69,00' 20.W 20.W 20 57.00' S ----L : laffawwas 6 4001000 ammomomm ire mnimawsw 0�Mmm OMMMM D WORAWAM 48�mmmome S r"L 'SD COD SID. SO eek SO SD SO $O SO SO SD D A S, ,f PE 12"HDPE Az A� 0 .. , . 4 IV 12"HOPE @ OM% fb 4 04 CN C14 .6 cli • CA V- Cb b ,C� b, �v . -. . - eb > O(T U.ovw 0.509/0 Q. ob 1�j . A 7M' 7.33' .26 7.331 �.33'- 7.33'- 24.25' -----------J-- ------- 3:X LOT 63 ............. NX B 5 LOT 27 ...... LOT LOT 31 LOT 30 LOT 29 LOT 28 . LOT 34 4 LOT 32 0 IV/ 00 873.17 FF 873.50 9 873.50 FF F 874.25 FF 3.50,F F 873.92 FF 873.92 FF 873.92 F 3.42 PAS873.00 PAD z -- 873.75 PAD872.67 PAD 873.00 PAD 873.00 PAD 873.42 PAD 873.42 PAD 87 X LO :C� to W) (D U') (D X W) (D 1 - -- X X X X X C14 z Z z Z, z z Z z .................. 12.25' 24-25' CP1 OSO, ......... ...... lb Nib ------- -7 7-- .9, Q" R=10.00' 6 &77- a 13 0 L=415, .08 a o o o C%i C-i 3 00 -LR= C� OD T- . . , 04 C-14 -�6 co ........... ........--(874�... R=4.00' C14 .0 , ........ .... R=4.W 69 b -20.W '2U.00t. A=129'46'27" 20 60, 20.00 20.0( 8.4T 4.1 A=1 23 27 h C =34-63 L=7.99 L=9.06' k 64*16'55"E 240,63' 0/ R 1b A A A Yk <6 'b\/ ........... ------------ N 64016*55"E 18.00' 04 �4 (y) R=5.401 -04 A=125°17'30" LANDSCAPE 'b 11b L=10.93' LANDSCAPE R=24-00' Uj MADRONO 6401655"E 18.00' A=98'55'00" Uj Uj L=41.43' b/X*�� ........... > N 64016'55"E 79.37' R=38 zo X X X X X X X X X X X z IIZ> C) tK I() R=4.00' R=4.00 A=120°1903" A=1 30"32'3011 4� L=8.40' Ul) < z z 0 > 0 N 6r4V36"E 17.12'. co MADRONO C LOT19 LOT 18 .......... ........... ............... SHEET 20 CONSTRUCTION NOTES: ---------- (D GRADING AT BUILDING PER DETAIL"A",THIS SHEET. CONSTRUCT CONCRETE SECTION PER DETAIL"B",SHEET 40. CONSTRUCT CONCRETE FLATWORK SECTION PER DETAIL"C",SHEET 40,AND ARCHITECTURAL PLANS. CONSTRUCT RETAINING WALL ,IDENTIFYING LETTER PER PLAN. REFER To WALL PROFILE SHEETS FOR 3'MIN. 0.00' FF CONSTRUCTION INFORMATION,(SHEETS 29-32). (D TREE PROTECTION PER TREE PROTECTION PLAN,SHEET 36. TYPICAL FLATWORK DIMENSIONS PER DETAIL F,SHEET 41 UNLESS OTHERWISE SPECIFIED. O• SHEET KEY MAP DRAINAGE CONSTRUCTION NOTES: Wow I A A --------- - ri ALL STORM DRAINAGE FACILITIES SHALL BE INSTALLED PER CITY OF ATASCADER0 STANDARDS AND R E V I S 10 N S 1 1 1 °, `5 L; SPECIFICATIONS. L";I a T Y 0%' FATAE"A E design NO. DATE DESCRIPTION APPROVAL IMPROVEMENT PLANS FOR LU CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 501. professionals PICAL GRADING X (D CC rA A-TY TRACT 2614 SCALE: CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD PLAN 502, ESS/ C� AT BUILDING sc GRADING AND DRAINAGE PLAN: LOTS 27-34 INSTALL DROP IN GRATE PER NYLOPLAST DRAWING NO.7001-110-017, LU Accepted for struction INSTALL HDPE STORM DRAIN.SIZE PER PLAN.(SEE SHEETS 4-10) 0 civil engineers land surveyors land planners Lic,No.26,431 1998 santa barbara st , san lids obispo,ca 93401 ...... ................... Expires 3/31/08 ph:806/649-8668 - email:eda@edainc.com City Engineer D to SCALE IN FEET CIV0- N, DESIGNED BY: 0 OP N 742 E 1192 y SURVEY CK 10 0 10 20 VEfy P.WANE) RCE 26,431 DATE CITY W-0 No. SHEET STAFF ENG.. 22 OF 42 -------------------------- Z-1 16 �-b-ef�-k- A 1/6 ------------------ ---------- ------------- -------------------------- ----------------- ...... ----------------- ------ --------------------------------- ----------------- ------- ------------------ -------------- -------------- ------ ----------------- ------ ------------- ----------- ------ --------------------------------- : .... ..... o b � 'l o 'l ' `5` m 12"HDPE �k� �' 4 136% N 64*13'13'.'E.95 .42' 2"HDP- - _ .. r7 50°1 60 68.22` :' 54.35' •• .. ®e S© .. SD SD .» Sp �. SD .. Sp ee� Sp e» Sp �.. rap .« S .. SQ p SD 4 0.50%.• «» S .. WALL"A" w• 8 Ca o "a V „ � ., " V ��' k� '� � V ' - •° 4 T co '< a ? 12 HDPE ��,�� '```,��`� rp 'C� 777 SET 29 Rj a, 12 HDPE 4 ,�o �. $ b „ . b h oQ ,Z- ��„ `70, 1'.'Q J 0) @ 0.50% 4 °°Qnt�`'� ,`� �°� �Os j 1.47% ,gyp n�'� ,j� 12 HDPE 4 40°1 i� �"� '�� ' �' 0 ^ h� � ° 4„ 4 �` J 12 HDPE N h �° 12 HDPE �o �, '. 4N hr 3 •.` ._----_•.- � w rL `i� r�',�• QaA � +`� `� t�'� ��' Q.5°f° 3C7 3 �0.HiQ f° c� 0.50 f°`' 12"HDPE gF' ,�` �' 26.54, `°b'la ^y o� A�, ooob• `b ' v SCR® ��' � . . 00.60% 12.83' 29.21` 22.10t - --------. ...: 1200' WALL"F" 16.30' at N 64°12'43" 15.78' ± HDPE ' x •---_- x x x ._....._.�., 1 0.50% 4 SHEET 12HDPE 4 �' LOT 36 ``LOT 3 @ 1.0% 41 872.80 FF 872'..8.0 FF LOT 46 W _ _ __ x 872.30 PAD 872.30••..PAD CIO 41 870,48 FFA LOT 45 x x x 1 1 869.:95 PAD 872,00 FF to � e 871.50 PAD •{$7a,.... x x --W--• x -- x x __._..__ X .� x C� � LOT 37 °) R8:cx3' R 1.50' ' 873.00 FF ti10 zL12.57' L 2.19' 5�1 872.50 PAD . X45°SEND y • 29.21' C� t� ® O r3 q' k ,��a 4 �» 3 2. 2 3 Uj LIJ C144j $ . . 3 R=8.00' �ry �(?" _w, _ �s i6- CID N �`' 4 Op� L=5. $1.39` o� (0.40' �`� W. ' ' ' vJ L=1.33` k. 4 4"HD E �3g e 0°1 'S8"E 151.1' @ 0,50% 6 R=20:00'. . �o0 46' �4y '�'° k5 10 2 r L:;13.79' 22.5 .BEND -�--� g1 '�9 ,� k r'''" 2.2 60.% til R=10.00' r� 3 �?2 �6s ra 69.72 23.88'' ' ,� L'x4 61` o. N 64°16',55"E 240.63' R=10.00 _ 12« S�R'S3 � L=9.08' .. 7.16" L, �,�p � � cSt7 J� 7 0 FF ° 4 - SB� '.. .. � �. . . . . �a?fit (,• 3 ••�', __ _�_ _..._ _- ___-_ _._.......__ _ 4.3/° 871 .50 PAD o yc g� •C g�, `� ' , `� G '18.76' LOT 38T / 3 . _ �� N 8 8=20.00' - © `-� 873.00 7 $ � 12 .12.00'' • 8 l 3.as FF . .. 9.39 \p• � •' b1 � . 2.4%. . - . • �, ,..- �`tA�• 69.49 (D 12"HDPE .4. . 4 4"HDPE. 872.50 PAD : �. / AD O O @0.50/° @0.50/0_ b R=2.0.W. 18. " 5. 8 R=10.0(3 •�, � ~:__ __.. __ - _ '� L=14.33' N 0 r, �.J I� L=6.89' `L $Ah 140.43' 4.4% LOT 43 =10$1 �� 70.93' R=10.00 872.00 FF �� \�,Uj ,p ' L='7:16' 4.72'. ,�N 871 .50 PAD S �� '� �� `� 26.81" Q 12: " 873.00 FF \ " O 3.7°,° �,�,�' r- 872 5 PAD __ ----- 0 5 ` ro.f 64.c .h 12"HDPE ,, k �``' k�' Off. po R=20.00' @ 0.50% 4 4 4 HDPE , r' 1 ©N L=7.81' 16:541 N 7001 ' " 127 0.50°fo Q 9..04'` rrlb kca 17. X5'8% '�� $r2.10 r 63.52" .0 g� § o R=10.00,. LOT 42 �4�aa ��, q � k�' 3.035' . '. 872 00 F 1� 00 ,� y�L TV r?. to .. 871 .50 PAD : ,� 0 20.20" zo o �. '' 1Z 0 4'"HDPE b r irk 1 - � � •6• " • ' LOT 63 � N � �4.�0 x _ 4 0� 4 I I `-J . Q 0.50 ,�`�,• °''- u L 3.16' cn N 7p°1g. 12"HDPE 4.. C7 "� k� b��'' ��. lb `- E FA.22' ° LOT 4® ( �� W x 23.93' o.SQ f° o v 6.18' �� 873.00 FF s 872.50 PAD { . - i k Obb 9.63 ^o a $ y J .LOT 60 • . , . . . :.� 12.030 ry� LOT 41 �� ya CON TRUCTIO NOTES: VO 8 l G.a� F I 7q l _ ___ _ __ _ �' 1 GRADING AT BUILDING PER DETAIL"A" THIS SHEET Q ( rr l ! E CONSTRUCT CONCRETE SECTION PER DETAIL"B" SHEET 40. 871 PAD J CONSTRUCT CONCRETE FLATWORK SECTION PER DETAIL C SHEET 4 AND ARCHITECTURAL PLAN �.J CONSTRUCT RETAINING WALL ,IDENTIFYING LETTER PER PIAN. REFER TO WALL PROFILE SHEETS FOR 3'MIN. 0.00' F F I CONSTRUCTION INFORMATION,(SHEETS 29-32). TREE PROTECTION PER FREE PROTECTION PLAN,SHEET 36. LOT 61 . q ^p1 E E J TYPICAL FLATWORK DIMENSIONS PER DETAIL F,SHEET 41 UNLESS OTHERWISE SPECIFIED. civ g T x _- x _ N 7Q°19'58"E 47,12' I Q I d - x ---- x _ DRAINAGE CONSTRUCTION NOTES: Uj 26.33' x _ _ _ __ _ - _ _� � ALL STORM DRAINAGE FACILITIES SHALL BE INSTALLED PER CITY OF ATASCAD(�RO STANDARDS AND unuawl f b`b ° SPECIFICATIONS. a J ! , 5 w (D CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 501. • Ca ©4� � 1z.c3o' TYPICAL GRADING >� 4� °44,x„ 18.(10 _- ro • . , �52 � , x --_. ,.•. +_µms-.--- .. :�,% BUILDING 1�LC11 p I� SCALE:NTS > � CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCAI3ER0 STANDARD PLAN 502. BU DI N INSTALL DROP IN GRATE PER NYLOPLAST DRAWING NO.7001-110-017. INSTALL HDPE STORM DRAIN.SIZE PER PLAN.(SA=E SHEETS 4-1Q) LOT 62 �- ci 2 ,.r--_ - SHEET KEY MAP r `° �� Z o -- - X X " o k __ -_✓� __ R V I S 10 N S 0*%C E KuCITY "� F T _� x " 27•Psf3 -- _- design NO. DATE DESCRIPTION APPROVAL v, rig°1116 .__- �- - -- professionals IiVlPR{?VEIIEN PLANS C)R TRACT 2614 ROTO -- � GRADING AN DRAT AGF P N: LOT 3 -4 �� wA l•r�$ hp• 5.32 1v, �� P• yY9 _...__.._ _ • ''o �__.------ w�• --- �� `�k _.. ____.___..__ Accepted nstr tion civil engineers land surveyors land planners s v Az 1998 santa barbara st • san luls obispo,ca 93401 �.. - Lic.No.265,431 * Expires 3!31/08 * ph:806V349-8B58 email:edaesiainc.corn City Engineerat CfVt1. DESIGNED BY: p "IT 9 T'�O>` �� N '742 E 1192 M SCALE IN FEET AA SURVEY G!(: o ! EY P.W NER RCE 26,431 ATE CITY W.O.No. SHEET CID 10 0 10 20 __....___.._.__..-._ -__ STAFF ENG.: OF 42 ---------- -------___---------_--------------- _--- - __ ---- _-.__._..._._.--r__._ ----------------------------- -._.... _---- __._,._- _- ------- ._. _._.___----------------------------------------._ _ __ ---------------------------- ---- H. ..--__._.___- __.._. ------__ -__------ _._._.-_ __----_.__..- -----_----------r----------- - __ -- / ``~� . �� A. :dry HDPE :: qy q, �ti' `' � '�.A vim' �� I. ' Ch 12"HDP.t 12 HDPE 12^ _____ i/ V `� rP IQ ts�� q,to� 43' g� ng (�0.5U°lo P 50°/ �(Apo�" _/------- ~ "._ (g7 50 E : I C . k °,� 4 W � 4 � 4 Ca . 050% C� 0 0 �' k ' .. -. : : - -. >� ......... ...... y .._._...... t . ._ ....... ....- j .... ....__. .. ... .. _- .... .... -... ... ..-........ .. ._. .: "N_� /_": / _,,� T11 :.* 11 I . /. : . $0 47' n. '"' N 64°13'13"E 950.42` 0111 z. : : '. 0" .. _ R=w Irl 11 I CO � x. '' I : i i : �HA " r, ? •• ;' __.. ; �+rjj rwriwe�r-�... at.�' �.-._ _ •_ x .. °t • • o°� Q o° �•° • -----p i 1000011161011111 as , •♦ / . / A a as as .. .,.�.. ..►., ..., as _ a - s / / / ,� q>� 29 w 12 HDPE 4 � o.I : / / " ,..1....� �, �''C� . / /: : 4 `� • / CP 12 HDPE rV q? cv ,� J, cV � �� C? . . 4 �... 0.50% � <b .- q . . v w h w i$ �. I I / .:/ / / / <b 12.3 (�3 41`Yo q• �� 4� O ``" 3 °s' ry 3 4 h' �� `� ►� / / / / P>`R D # `L e ` / ETA E', P, I C: / • / / / SHEET 41. 4 ,: 4 �. 17.05' • . `�' 7.33' 7.33' ' 7.33' - . • ` 2.r / 1.9.25' .7L= .1 . .. I . : . '' .. I ! + i / / :� M +I sn/ -�y 1 / . I •" � : ` � . / / `- - x N 64°12'43""E 19.00' 1. I 1 / �I Y/4{L 17192"H �. '3 4 SHEET 30 4 ;�0.509' Z /: / �' �- - x _I / . .,..'/ .: / : : __ LOT 5 LOT 49 LOT 48 � LOT 47 X :.870.45 FF r L FN_ T �- /:� / / WALL"c" �~- x - _ x 870,45 FF � 870.45 FF 870.45 FFIt- ! :� _ / / 4 SHEET 30 LOT 5 869.95 PAC) 869.95 PAD - / / I_ 869,95 PAC) I~ I- 869.95 PAC} � 870.45 F F ' ', , / / 870.42: F � (D 0 __1 I• I I -, /: : : : .. . :� ,�a 869.92: 'AD N ZNt 04 869,9 A .. . . - �, / . " . . I . . / 0) . . . I / / JI : il 0 : ; :'. :-. . i [_ Ill . . .,11 - �Lw`l . I """ �-. . I .. . : ". . . y / 41 1� / / (. �".: / / .1: .�40p_,. /'.1 �, '11 . . 6 . . . . I / / �`- 12 HOPE "� �� D i / / :. . ! 1_/ VIr :i - / �, sad 2 z a Xz . . . /1 I �� 6 :R=20.0 ` -a,,� =J.. Io I - .. �' u? ._ / : : / , /-_' - - :w � / ;; °r . .. . . . L=18.19'. �' r' u� r?I I . .. .. .�� -�•."W I . '. . . (6 ., I I J :1/ : / l l 6 . . I I . N 7o��g�58„E ► 22r M' . . . ,, . _. .. . . . . . 1�'ca o � ' :. 9.7g ~~`w. ��t� - »2 .`\ gyp. / / I / ! 12"HOP . . - ��~ r•• ~., ,4i / I : , : : . �, ' s 0.50% R=10.Oo' Qom' 3 r .�h� / /r i / I. ""'�`.., .. L-9.09, �-_-- � .' �4� �ry Z •. '��h� � 8 �,°� �C � �' �� °�-�°^ rl� J r l. l / '1 cp/�1 ;ice ,. qT �{ �l.�, ` : : / / ' '�? 'L.> 7 0 _.._..___ -._.._.__.. 23.19 __ .16 6 6 E �4. fi� va �.'.� 5 2tS00 4 " /' J /. / / Q'= b stir s� . . ,\ I . . . ¢,, ` ' ,1�=-�`�r 64°19'24" 47.35'." _ R 3 8 121 `�' SG S,�s1 , .1 / A- / j J /,:' / / Wit►, �3� LO r 52 �r� r�tiy� / sp •• 2i�,f p �� r j. / ,,. / / / 869.83 FF � �� - -- -- _ ..�."w'".- '�• ,,�`' , I ' j 12.35 <t: ,� F .., •...�•�+' C6 Ih r ;/ j j / 8V9,33 iI""A f T � : 11 : 0 ..,:I . " .' . ,I : : :`� '`_' R=2b,C3o' rig` ��'�� 12"HDPE �' . jf / ! / L-4.52' GALERIA : Yr� 4 @)0.50°� Ir�r__. - --� \ " / - j / o� v 4.40'. o 5 . . 431\ , , , I - \, w . 1 . ._ - I / N 70°1g+ -._.-...._ _ 64 19'24"E 4'1,35' R�61.87' L-1.39__'�_ -____, - r ".I 66.65# 17 86, R!1,0,go �a ,�Q, ,�. -- _._.. --- t''- ' / 4r' 3.•rQ; / "` �` ,,L6 `�' �' ___ X x ._....._ x - ,X' x car► a cwi� \ ,- '1 / I ° ° eN :1/I . - / 12"HDPE �`�' --- -_______ i� 0 0\__ 5 \ 75, f / I 4 �3..iv°/n / 1-� _0 1. �[ :"� tL3 \ o •�}� 1. r / + ��,�,,� ^40 R=S. 0'. 13.66' �"' p `', S 4 g"� ./. �3�� * �� 1=2.56' 1�' '3 I • . . 2 . !`' ..' r l J I li' / .. .. 1 a� r' ` 'J / . / 1 !. o ° �► LOT 63 j \ � / h� LOT:53 / 'S. . ( • . - LOT 59 �, °. �'��'�y LOT 42 / / I I: 8698 FF Rw15. 0.18;..' ' 876.67 FF �`' l�, a2 3 /� �► L=7.65' 1 -,.A..., D DETENTION BASIN DATA 869. 8 PAC} 0 870. 7 PAD` r / i 3 , 3 .- x -- x '' � ° ry "--- x x , : . I , . : . I : (D 13.$6' �? x -----_ N 7p° l r I I BASIN +TM=851 . �} : . : . . . , a pG x ___4s_ asps„E , 1p x �_ 67.02 i J r ! - : :(D - 3 . 3 x ._ x - 50YR H -853.3? � I . 6 . . N 9 / / : ! .j / ° TOTAL VOL 1�11N=8 740 C:F - k% CO N 7o°as,5�„' �" ', 8.64' N :�� ' E 66. � 12"HDPE 05 r / I .,,o J 4� 22.-a l' �.'�� a.5rr°� 1 ` , TCJIP CSF A N 854, Q �� ,�� 3 ,, x ,�o" ( t. z 3 ryp 7o°1�,r " 6 .81, �,'' ' $ - - td� I f I 22.11 . ��y I f LOT 58 ��a «� 21.29' I•: / d 8.63' �� h v M 1 j I . ' PE 870.67 FF g©h I j ___ w 4 „ _ 1 j J jj I 2:a MAx i ��,��s' o �,� 4 870.17° PAC) ' L T' 6Q 22.11 ! ' , I � I.. N 871 . C I 1 I Qy 4• 1 _ _13,86 14 2.0% . N . I / I �.� . :� 870. -' ,� 5q PACS I : : J / I �� ''� N 7o°ay, "E m 12"HDPE 4 C7 ^pk�o � � `-_ f '��5 . j �� LOT 54 ��' $ k� zz.a 1'. �' a.so% �'` :�� . 8.63 1 I I '�. a / 12.3 ' 1'� y a A� k - `-- r .1 :. I I I 869.25 FF1. :' ( �y �} I / -� , ' 9.Oo, $ 12"HDPE N 7Q°19'58"E 6 `�✓ LOT•4 I 868.75 PAD $ . . �• U� �. r. rn 0.509'1 I j SEE SHEET 35 FOR `'C14 '� g �C7�y ri I BASIN INFORMATION 11 } M r` tv. �V T q� '�{'' I<% "'IT - ! ;I I j N `�,' I ( ( 8.63' j } 1'1 870.6? F F ' ° $ z2.a ' J . i r I I �., . . . . . . 8.64' � A ° N LOT 61 a. . . t X 041 J I ,�� °� �:r . - 3 $76.17 PAC) $ W • . • ..( r r I �� a .a�° , `�' � 1 1 " � ' . 871 0 FF ° : ' I j ., : : . .: : ' z . 87Q.5® PAC) �'�� . �'° w. I I r f ( 4 12"HDPE N 70° N E 5. ��° + 5. . . ,°� J J: �a 0.5c'7o- 01 .1 6 81' 22.11' N 7o°a9'S8"E 3 12"HDPE 4: _ �J V k`' f r I I � I 66.ssIIIIN001 1 . t 0.50 �, • 8.63' I ! 11% I '`�� ' j rIj �� .. j I LOT 5 I 4 12"HDPE ti 5 I �� l C LOT 6 -�-� c °. o°� �`r t I ,9 . I I LOT 62 �I-N I • I I CONSTRUCTION NOTES: SHEET 8 �� " I _ 0 GRADING AT BUILDING PER DETAIL"A" THIS SHEET. `b ' I /1� I I ``/ CONSTRUCT CONCRETE SECTION PER DETAIL"B" SHEET 40. 1~ . I t SHEET J*H II "j" iPv �� ° °ri 03 CONSTRUCT CONCRETE FLATWORK SECTION PER DETAIL"C",SHEET 40,AND ARCHITECTURAL PLANS. 9 f 1 C p KEY i i 4� CONSTRUCT RETAINING WALL ,IDENTIFYING LETTER PER PLAN. REFER TO WALL PROFILE SHEETS FOR 1' 0 � 3 MI_---- ,-N' .-i 0.00' �'�' i CONSTRUCTION INFORMATION,(SHEETS 29-32). R E V! S {ONS t` CITYI I TREE PROTECTION PER TREE PROTECTION PLAN,SHEET 36. design NO. DATE DESCRIPTION APPROVAL � I I professionals IMPROVEMENT PLANS FOR I �, I oho @ TYPICAL FLATWORK DIMENSIONS PER DETAIL F,SHEET 41 UNLESS OTHERWISE SPECIFIED. _ _._.____ �+ ' � ✓ I FESS J11 TRACT G6J 4 0 w I DRAINAGE CONSTRUCTION NOTES: P ` � --- - GRADING AND DRAINAGE PLAN: LOTS 47-54, 57-6 N �� d. ALL STORM DRAINAGE FACILITIES SHALL BE INSTALLED PER CITY OF ATASCADERO STANDARDS AND .� - Accepted st n a oho _ _____o ob�� ° SPECIFICATIONS. -, civil engineers land surveyors land planners _._..._ ob cn a) LIC.No.26,431 1998 santa Barbara st ` san luis Obispo,ca 93491 „>' � �p .° � T i P 11✓ri L �.7 f i INV 1 CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD PLAN 5fl1. Expires 3131/09 * ph:8051649-8558 • email:oda@edainc.com AT BUILDING SCALE:NTS > t,/ CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STANDARD PLAN 502. s `�. __ City Engineer ct g SCALE IN FEET �9 C1V 1� __...._.. _._._ DESIGNED BY: QINSTALL DROP IN GRATE PER NYLOPLAST DRAWING NO.7001-110-017. ��Off• CW-\�� C **,. -. N 742 E 1192 U 10 0 10 20 SURVEY CK: n INSTALL HDPE STORM DRAIN.SIZE PER PLAN.{SEE SHEETS 4-10) - 0 1 (DJE P.WAGNE CE 26,431 D E CITY W.O.No. SHEET �, - STAFF ENC,.: w 11 ----611OLLL -_- 24 CSF 4 __ - ,-.._ ,,, ,._.. .._ . _. ...... .. .. 1.I.. _ _ ._ 1. . ...... .. . . . 1. I I . 1-___-_-_______. __ . 11.1 _---.,_... ..... .... NOTE: - { ALL UTILITIES SHOW ARE ACCURATE TO THE EXTENT O I I r--�;, AVAILABLE. RECORDS AND KNOWLEDGE. THE CONTRACTOR .: -r- 11 HAS THIS TOTAL RESPONSIBILITY TO VERIFY THE LOCATION s r OF EXISTING UNDERGROUND UTILITIES ANIS TO NOTIFY 1; ; UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. i : I �, ., 1".. ______ ' •`�y"\\ LOT 63 Sr --- ... R�~ h STREET ) I a LIGHT Y:.: , 3 \ 10 F ` LECA/ 0�� N. , ET COMMON f ; 1. AREA M �`, / -�. I t . �, .I.":I - * "' -1 ,� I o 1. Ss I , - 1, �11 4-- i . '11��::. \ V 0 \�M .1 .11 1, 101, � .1 r ; , .", ., " GM , P S p� "5-1�`' / v . ''` r-"' ' I \ y h 66 / I I ��, 1.,I I>., V \ ��n GM 'k�yy WMA 1 ° i 1. GM ,�� I ( ) as 5' GM` ' _. _ .._._:, c 1=� 1 ,�' : ,� I i ,..� SS�nN ,' 4,.,..: �. , ' 32 t K GM 0 WM , j. I`L c , \ I -•r ' I 3� � �, -. as $,, a� LEC ,. Y / y e GM W GAS -` ,, F 41 • G '(a,�`�tr , ro WM\�' '� . " M , IEL C W $ I./ . 1� :F� ""71 ,t ELIC p"" �� ,, M y # fi' '' PADI� INT ' ► ICa`M WM � C r. # "' 'TRANSPQRMER W ,,, 1- I .,` F a11, ELEC. // ,p"\V I - 1. O� PAQMOUNT GN! ELfwC ( �, . . .- I .1 S T EET 1Y', ` TRANSFORME t ' ; s '':i ,\ GM- LIGHT ✓ ` i i11 , s\ M 17 s' �O % GM W�, , t v 5 w V I. G A - 20 A �11 '- C3 �- GM- E '. m. I. ` W . - ,,I LEG 1Z n S , 1 5 ' : # . � i .R • L ` - EL jELECr. j a L' � J Y . v ` SS' -�2`� ® _: 8 �p , , IK , 0 a'y {. i r { ' �6 I s t \. _ .. . •V ELEC: 1 , 1 v., ... r' N , MANc) WITH ATRSCADERO -- -- � � = ,. - NCO k OR \ '- _ ' ' GM ••" 1. ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTED T i '.. t r \ ARD SPECIFICATIONS a, "C3� LE `` ,- \` ;" MUTUAL WATER COMPANY ( MW ) STANDARDS AND POLICIES AND THE STAND I ;�°;r ' '% :'\ ' 1. �.x". N TRUCTIO LATEST EDITION. r s ', ', `. L J .... ' FOR PUBLIC WORKS CO S r- , J - �: ,, 7� SS C GM . t7 , ....ELI;G.., %: Ij � # 1� f i;, p °e� ' LIc: . GM �, DETfiILS AND y, I "I - - `, 1.. +, "L 2 IN THE EVENT' OF A DISCREt?ANGY BETWEEN THE AMWC STANDARD SPECIFICATIONS, •� T6 _ :' := 11 - GM LEC LO 3 ,.' .5� ,% WP3 ON TiiESE PLANS THE AMt�1C STANDARD • �.. y..,. 1 +..., �„�L , I I �� = �, ,,. 1., -� � ;STREET NOTES AND THE NOTES AND DETAILS SHO G% . - ' " _ 4 `� LIGHT SPECIFICATIONS, DETAILS AND NOTES SHALL PREVAIL. y $ -, r ` w n M .. J 110.� '`s - }; .r✓ 1• ',.�: ;� `., ,,,,`,e✓�°w,y,.�r i � T - �%�' `�f�f .`.I.`LC.�r �.t A � y Ak ` g G < �';' / 1 3. ALL MATERIALS AND GONSTRUCTION METHODS SHALL CONFORM TO ATASCADERO MUTUAL WATER IT- '' {�� ' ` }'` LO ! - `©� .CLEC` ,s; COMPANY STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, S 0�� - I- 11 I (`� LATEST EDITION, �,% r `✓ M r •; ,; A't ,Ij l ti.. 1 3'" "• ter'' . Jd 9' ,.., _''' i .-`• `�.0 GM _ 3 .._.=' '\ .=`' +: G ; ".` LIEC `"``' ,s ' <; ` "p' t O� EL C, y . LEG L J Vol .� �:�+; -GM � 4. SEPARATION OF WATER MASNS AND SEinTER MAINS SHALL BE IN CONFORMANCE WITH THE PROVISIONS t1 " GM,. IGM 40� G. Q'" e IN TITLE 22 OF THE HEALTH AND SAFETY I•. ° C� h �,► ,. �3�, CODE. V .. ; �o� .., M, t GM p't . .' :. , % - '== :, GM. L ; EL U'-= -`', -ELE r . .: VolN E LL 13E ONSTRUTED IN CONFORMANCE WITH THE PROVISIONS <15 ;,.,, _ !. `'" -1. '.1 yH 5. WATER MAINS AND A�'PURTENA G S SHA # LEG C }.. .,.., - +,_,. SS '� "�`� OF THE STANDARD SPECT>+ICATIONS FOR i; GM. � Y s, M \ p ''`t. IN SECTION 06, UNDERGROUND CONDUIT CONSTRUCTION, -��``, 1. Vol S ` \' 1 1/2"` CAPE WM K `GM \y ` T,, WORKS CONSTRUCTION LATEST EDITION, ;{ � :• 1. 1. GM- LEC`' (CLEC I"I PUBLIC J � � J I. s r `_11r 7 1. i�' .�' '"\ dN RMANCE WZ H THE PROVISIQNS I i; ! w - \. .`.`'c. r SS 1 - 6.,. ...WATER MAINS AND APPURTENANCES SHALL BE TESTED IN C FO ,; . ' '^ T NS ,.. F� ' GM �fiy T ``.. `.`, { :- � �p�� , "� y© :,=�',� SECTION 3Q6-1.4 TESTING PIPELINES, O ARD SPECIEIGAT O FOR PUBLIC WORKS •. ( ,,IQDMOUP! _ ; PC31 LQOX ,f YDRANT5 VALVES BLUW--OiS, AZR-- F THE STAND ° "�" k \ _11CONSTRUCTION, LA'L'EST EDITSON. ALL SERVICES, EIRE ki :meg r' ." T"NSFORMER L J J �' r•i a -, t �' VACS AND OTHER APPURTENANCES Sk3ALL BE INSTALLED PRIOR TO PRESSCRE TESTII`rG THE WATER rE r; Wfin `l-... ''' �. 0 LI MT IwL11�C �„ ,� ��"' 1. ,x MA T N. � :� ;f', ' I 1- 1 . ' ? �; :< ;GM \ �: �: - ROUNDED CONCRETE 4. % - j, , _r M: S .- sM L C ,"I 1z- WITH CITY OIi ATASC DERO STANDARDS AND THE = `J E RE t7RFACED IN CON>:QRMANG A •« vy - �; O �' M M ,\O 7. TRENCHES SHALL H S I ` . .9 �O '� 0� r:' PROVISIONS IN SECTION 3Gf>-1.5, TRENCH RESURFACING, dF THE STANDARD SPECIFZCATZONS FOR y, G0� N \ y : , 1. �. ,, •, �.-.� ` '' 4 `.r PUBLIC WORKS CdNSTRtJGTTdN ZNCLUDT.NG TEMPORARY SURFACING. -� "" M TRE S I k\ I �� - ,..,GM ;. I b2 °'.t 61 tE �� :LIGH i'ySti � - \ : � a e p N ,s� e.O ` 9 , \ ELE�.• ,, :`l \ DIA.STANDARD PIPE, 8. I�,ATER MAINS AND APPURTENANCES SHALT. BE DISINFECTED ZN CON 'OR.3ANCE WITH AMERICAN WATER t L THICKNESS, F.. Q� = O 0x188 MIN.WAL 'S, I \ t ,-"`" ? :," ,ELEG`' „'" ELE � ca M' S>' WORKS ASSUCTATT(JN STANDARD C65 , DISINI ECTING WATER MA7 NS. Iv0 CONNECTIONS TO �. r, '; W GM �� , FILLED WITH CONCRETE. L THE NEW WATER �4AIN IS SUCCESSFULLY LLL BE PERMZTTIat� N`J' " C '" "' ; \'. '- :" . LE i r El E EXISTING h1A'TER MAINS W I U 4 1\ � . i 7�� = ! 1. E gf �2 W p, TESTED AND DISINFECTED. h t �A�. LOQ VV /'� ,� _ 'a �J Y / /. r b. �. G M i 2F 1. \, 1 . ,•. � �. -? �.>' t ,, ATASCADERO MUTUAL WADER COMPANY SMALL BE NOTIFIED AT LEAST $ HOURS IN ADVANCE OF ALL \ \ %� ilii LEC _. i. RK T T WI R 4 IRE A DISRU}?TION OF WATER SERVICE NO SRUPTTON OF WATER SERVTCI� ,, " `, `� GM c7 �r:A;' III WO HA LL E U DI } CEG', \ �� M I ; \ � .1 ,�__, "� LEC \p I ea 1. �„ WILL BE PERMITTED oN I+IONDAYS, FRxDAYS, WEEKENDS OR HOLIDAYS. ( �9 c - \ , �Q LSC f""11 ' e `, ` `' '�?! 1. •�� ° III (� � { 10. CONCRETE THRUST QR ANCHUR BLOCKS SHALL BE PROVIDED A'I' ALL VERTICAT RENDS, HORZONTAL t \.. \� , " ,,' �. ,_p� ELEC GM yp �:: , �y 'W 11 .11 IM y "� , ` �. :�'� nf , �q: P.C.C.FOOTING BENDS, A THE END OF PLUGGED MAINS, BEHIND TEES AND BEHIND FIRE HYDRANTS. HOUSE r Y`` Y� x GAS METER ` \,,A�`` °a ,„„ , ELI ` z � ,'GM y0�6 ;�' -- BE NOT I k"IED AT LEAST 29 HOURS PRIOR Td STARTING ,; `� 11. ATASCAD>JRO MUTUAL WATER COA'IPANY SHALL % \ LOT 63 '� - 11 I N� \ �`� ti h. -'` 12" ANY WORK ON THE WATER t)ISTRI$UT`ION FACILITIES. % GM U� \ ,, BOLLARD `\ `' TREET. �' a / O1 J i N - f"G � , ,� , "." - -111-1111--_-----4/ 12. NO CHANGES .SHALL HE MADE TO THE WATER DTSTRIBt3TZON FACILITIES SHOWN ON 'S'HESE k'LANS I �".` \ ? �' `' � fis ,-GM �'p WITHOUT I'RTQR APPROVAL OF ATASCADERO MUTUAL WATER COMPANY. F ' �y ' BOLLARD NOTES: \ '•. " �. 4` ' �,`h �° 1. PIPE MUST BE CLEAN WITH NO CORROSION OR PITTING.ALL BURRS MUST BE :. ; ,. - `;,`% •: %" :: U J C} © REMOVED AND ALL i`DGI=S RND CORNI�RS MUST BE ROUNDIMD SMQOTN. 1 3. NO CQNSTRUCTION SHALL BE STARTED ON THE T�A`l'ER DISTRyBUTION F'ACILTTTES WITHOUT PLANS %11,` -`'; y �' f t- `' -': ' 2. FOLLOW THE ABOVE DIAGRAM FOR THE APPROPRIATE INSTALLAT#ON D#MErNSIONS. c: � � J` .- APPROVED BY ATASCADEftO MUTUAL WAT R COMPANY. ATASCADERO MUTUAL WATER COMPANY WILL ;G` ,s tr Z \ 3. MIX CONCRETE USING THE FOLLOWING RATIO(OR 5 SACK COMMERCIAL READY-M#X). NOT INSPECT THE WORK WT 1'HOUT AAPROVED FLANS. CONSTRUCTION PERFdRIED WITHOUT AP�'ROVED v44 I CEMENT. x. S' y0 `` \\ a. 1 PART PORTLAND PLANS AND WITHOUT INSPECTION BY ATASCADERO MUTUAL WATER MAY NdT BE ACCEPTED. :x j/ b. 2.5 PARTS SAND. �' \t'i.1 f, ,, ,\.. f Y .•• \ ;•' tYc.-/1 1.\, i 1/�/ ' 4 ,N TREE .- --� N: 5� >, r\ /i C. 3.5 PARTS GRAVI~L lGMT r: "�,,�r�'"E CC7MMON DRIVEWAY d. MAXIMUM WATER CONTf~NT:7 GALLONS PIwR 94#SACK OF CEMENT.USE 3!8 TO 14. ASBESTOS CEMENT (AG) PIPE I5 PRESENT IN THE AMtC SYSTEM AND MAY BE ENCOUNTERED BY THE ("� CONTRACTOR°S 50L R SPONSTBTLIT TO HANDLE, MODTE'Y, a:-_s -`- :, �" TER ` 3/4'GRAVEL O I T S ALL BET E % \ . \ "I \ AREA ME ; . "Y..� , , -;:' 4. FILL ALL POSTS WITH CONCRETE. ''._' ..... DOMOLASH,RREMOVE,HHAUL ANDHDISPCISE OF AC PTPEEINECONFORMANCEYWITH ALL LOCAL, STATE \ R �7 z PAUMOUNT i r "" ✓' - VEL FOR DRAINING. rN REC RD KEEPING RE UIREMENTS FOR I � \ ., 1 .� '' � � TRANSt�4RM{a -' S. CROWN TOP OF POSTS AND FOOT INGS AT GROUNF�LE AND FEDERAL REGULATION INCLUDING ALL REPORT . G ANp t� Q r . Gp� .y. ^;V rl. _ 6. PAINT ALL.EXPOSED PIPE GAS COMPANY GRAY. ASI�ESTOS�CONTAINIt�dG MATERIALS. X" ` ELEC ,, -1 . 1. \V� , 0 Ss N ,t` -'" ' ) .1 `1- �" OAS METER PROTECTIVE BOLLARD ', `: I'\ ., �„ SCALE,NTS .. - . \ , \' � u \.0 \k �C5 rev. 0813-02 �, % ` r� GM s� cn A \�\ %:I 01. \ ,1.%", 11 �11 11 �' o °F t % V I ,\ \ ?� �n ' �:-'�, ,, \ \ . . I 17 1%� \ "I REV- - ISIONS ;8 PADM UN\ FUSE \ (C"' I T Y '0"" F A T At"i'C t A E I k a N `••�, \ % \ \ , desigs}sional NO, DATE DESCRIPTION APPROVAL , �RY. -� -'` p IMPROVEMENT PLANS®FOR ELEG IR#CAL \ e.•``\` � __.-... TRACT 1 61 T URCL �� ESS h INCL _ ` , 'A --- CO POSITE UTILITY PLAN \\ % , ¢�'� P' Accepter construction \ � � rn \ ., /�'�" W _._..-._....__ ,,,., ^„ I co �, civil engineers land surveyors !arid planner1-11-11-11 s 1 N' r ,..11 _ - Lic.Nq.2fi 431 1998 Santa barbers st- san luls Obispo,ca 93401 _ " _ _' = a DIAL TOLL FREE. SCALE IN FEET Expires 313,106 X ph:$05/549-8668 • email:eda@edainc.com __._____ City Engineer to s- 1 X_� ��,. �\ 1. 11\ :\ � 1 \ ``\ 1-800-227-2600 spy c Iv i� �� _._ -- DESIGNED BY . I ,\ ".., --.--_, AT LEAST TWO GAYS 40 a ao so 'F dF �X_\Fc � �-- N 742 E 1192 . 1, \ ,.1\ BEFORE YOU DIG ` _ --._._. __ SURVEY CK: 0 .. \ _,".", - T OF CALIFORNIAREVIEWED BY ATASCADERO MUTUAL!NATER COMPANY JEF Y P.W GNER RCE 26,431 ATE _ CITY W.O.No. SHEET $ e UNDERGROUND SERVICE ALERT STAFF ENG.: 25 OF 42 Dt Y DATE ., 4 _>. EROSION CONTROL NOTES: 1. DURING CONSTRUCTION,THE CONTRACTOR MUST POND ALL RUNOFF TO NONERODIBLE LOCATIONS THROUGH THE USE OF EROSION CONTROL DEVICES AS SHOWN HEREON TO PREVENT EROSION AND EROSION MATERIALS : I , FROM LEAVING THE PROJECT SITE. I 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL DEVICES AS SPECIFIED BY THE ENGINEER OF WORK OR THE CITY OF SAN LUIS OBISPO UNTIL SUCH TIME 2 THAT THE PROJECT ACCEPTED AS COMPLETED BY THE GOVERNING JURISDICTION. THESE DEVICES SHALL BE IN ::-'" ` PLACE,OR NECESSARY MATERIALS SHALL BE AVAILABLE AND STOCK PILED AT CONVENIENT LOCATIONS TO 1 FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES FROM OCTOBER 15 TO APRIL 15 AND WHEN FORECAST FOR RAIN IS IMMANENT. IN THE EVENT THAT THE DEVICES ARE NOT PERMANENTLY IN PLACE,THEY SHALL BE . PLACED IN THE EVENT A FORECAST FOR RAIN EXCEEDS 30%. AN EMERGENCY CREW SHALL BE AVAILABLE 24 HOURS PER DAY IN THE EVENT AN EROSION PROBLEM SHOULD OCCUR. A RESPONSIBLE PERSON AND THEIR d PHONE NUMBER SHALL BE NAMED HERE UPON: 2 LOT 63 2 t , (874) NAME: - PHONE: - --�-� 1 3. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES AS DIRECTED BY THE ENGINEER OR AGENCY INSPECTOR TO CONTROL DRAINAGE WHICH HAS BEEN AFFECTED BY GRADING AND/OR p'C TRENCHING OPERATIONS. I V .. ,. y..-,, , !11p�,L1 LED SHALL BE IN PLACE AT THE END OF EACH WORK DAY ; .. .. ,- EXCEEDS q.,.. ` WHEN THE FIVE DAY RAIN PROBABILITY X TO 140. �� , �� 2�' tea, �p 5. AFTER A RAIN STORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DES€LYING BASINS �p� 3 ,. 9 „,. AND THE BASINS PUMPED DRY. 12 /'"/ .pa=s , O �,.. HIS IZED REPRESENTATIVE MAY UIRE THE ER AT 0�S ,\ �� ._ �2R 6. THE DIRECTOR OF PUBLIC WORKS,OR ADDITIONAL DRAINAGE STRUCTURES AS NECQESSARY TO PREVENT OR t. ANY TIME TO INSTAL AND/OR CONSTRUCT�, �O SS*ti ;, "'p� N - '� CONTROL EROSION. ". ".. 1. . -.,._____-- /, �O"3ti 7. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF WHAT MAY BE REQUIRED. ©�33 EROSION CONTROL DEVICES MAY BE RELOCATED,DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING �, ., -.. s IN THE ACTUAL SOIL CONDITIONS ENCOUNTERED EROSION CONTROL DEVICES MAY BE PLACED AT THE : ___ DISCRETION OF THE ENGINEER OR THE AGENCY INSPECTOR • �r._. k4 . rl'S - ; 8. THE OWNER SHALL HOLD THE CONTRACTOR RESPONSIBLE FOR CLEANING ANY EROSION OR DEBRIS SPILLING `, �Q� ONTO A PUBLIC STREET, 9. THIS PLAN OFFERS METHODS FOR CONTROL OF SOIL EROSION DURING GRADING OPERATIONS. NO WARRANTY . : y_. ` r 2 0�19 . SOIL x,. .' �,. ...-' -- GE AS A ti r `3$ " z, 11� `'\ �,t> EROSION THECONTRACTORS SOLELYRESPONSIBLEFOR ANYAND ALL DAMAGE TO OWNER'S PROPERTY,F ' 40ll.Jll �g�t#1 ADJACENT PROPERTY,AND CONTRACTOR'S ON GOING WORK. l e- 10 `\" . 1. 11 1 }, ,�� II , - %I 1, �p� ' € L g I 1 • . ,� _ •, ,' - % F Y . ,; '' - O :. - i, ., , .:' I 1 - s �6 J p'� >r �O� ,.:` '"f PLACE FIBER ROLLS PER CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL . '1 p1, O�3� 1.ON f, % (-, .f DETAIL SC-5,SHEET 42. f ; k. } , Y l '( 2` 15 2 PROTECT EXISTING OAK TREE PER INSTRUCTIONS ON SHEET 36. 11 I t• . i i� €r { err3l , : 11 O�ae� 40 '': ;i 4VE3 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCElEXlT PER CALTRANS CONSTRUCTION SITE BEST L 6I :1 -ef El _... -' �' 3a OT r'^ .,.. MANAGEMENT PRACTICES MANUAL DETAIL TC-1,SHEET 42. x. LQ 3 . i { ".. , - - 1. I { -r N PER CALTRANS CONSTRUCTION SITE BEST MANAGEMENT . 4l. •l ..� , % 4 CONSTRUCT STORM©RAIN INLET PROTECTION T p� 0 �4 AA" 3a �; PRACTICES MANUAL DETAIL SC-10,SHEET 42. II s 2 �. STOCKPILE AREA PER CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL DETAIL 1. a�k1 WM-3,SHEET 42. V r, & .; � 0 {a'(&% Vol ' -�AO 1 �"';� \ El SH AREA PER CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL DETAIL NS-8, . SHEET 4a . :- 0 . 44 ;f. i O . 'C €� ; .. 1. _._ I . 42 j/,/- ® O '� : 1. E f :: `©( 1. s �- SANDBAG BARRIER PER CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL ; 1. DETAIL SC HEFT 42 i 0 �� . . _, Q . .. . ,. `p� 1. .. _ .. '„ , , ., " , / � .1 I -1 , i % 01 Al i / �p�� j . ' E I - �! J N /" - ID) ; , '� � '. . r✓ /` . I ti CJ1 'v , - a� , k : �~ t . } . `. .. , . . •r \ , .; ,.., lr tai , : �- `rr/ 0 2 .4 ` �a� % ` O�61 / \.O 5 '` �d i r �.� ... �2 . .Lo o : f , 1 ti 5$ �- �: \.o ; 'i . .1 "i \� . ,- I � , : % ' � I I I 1, � i'. g Jl VO S 1.11 '. p 1 t , % l1. ,'. ` 0 ` r lb .','\ .11 , ' 4 I` LOT 63 �. ,t �� I. 1 G�Fa '` � l' NOTE:I 11 ,, 1. �q�' �o� 1. THIS EROSION CONTROL PLAN INDICATES THE MINIMUM LEVEL OF EROSION `(/ l ', ;'`�f1. 3 CONTROL. THE CONTRACTOR SMALL AMEND, MODIFY AND SUPPLEMENT THIS • y ,,, `'. PLAN IN A TIMELY MANNER, ACCORDINGLY AND CONSISTENT WITH THE . 1 -� , �. - �rz CONTRACTOR'S MEANS AND METHODS USED TO CONSTRUCT THE PROJECT �` I .% `' SITE AND IMPROVEMENTS �' 3 '! f 7. � `" 1. I4 `'�. 2 p� f" I ' t 1 ' 1* c E ". , ' . '1 . . . �I . - , . . . S . �11.� :", _. ;,.. �. .�' .� ' "� '" . , ' .. . � - . . , ", �1. . . . .. '. f'-.'�' :-.0' 1� I i. , S' ^"l "11 1, I -_ ` �'``f , SIAL TOLL I~I�E ' Lo n -800-22?-26flfl . C�` i ti�. AT LEAST TWO DAYS GBEFORE YOU DIG 1 UNDERGROUND SERVICE ALERT OF CALIFORNIA '� �\``a .' `•� k ' 1 C14 .. 1. 1\ . 7 REVISIONS '. C I Tky' 0 F ATA S'CA ww'h' E R" C'4 \,j `'; design NO. DATE DESCRIPTION APPROVAL .$'- IMPROVEMENT PLANS FOR I Ili professionals � t " '.-..'1'%.' 1.11, I ".'�",`` ___H_ .--___. -,_-n__..._.._._,_---._______ TRACT 261�4 0 �, ' � _�__ _ ___.__ __. EROSION CONTROL N ' P. a h co ^ � ` civil engineer land surveyors Land planners - - � Irl N a 1 n lois obis ,ca 93401 � ', � " 7 ti t Lie.No.26,431 998 sen#a barbers st se po ___ _ __-...--.._..._... ____._-_ _� ___�____.�.__-_ F b "", X.-: Expires 3/31/0 *- ph:846/549-8658 • email:oda @edainc.com C# EB €deer ate � �, Y 9 . j`% \ ,\' SCALE IN FEET �'yT CIV IIL- �� _ _ -- DESIGNED BY: C '`, �F cA��F __-- __� __-_----'--.___ .__,__-_._._.__,--___,.- --.---- N 742 E 1192 1 ti ti \\' SURVEY CK: • - �� &- "I\' 40 0 40 80 --- _ _ __ 0 `. 4 '. JEFFREY P.W GNE RCE 26,431 DATE CITY W.O.No. SHEET 00 .. 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Expires 3/31109 ph:805/549-8658 email:eda@edainc.com -._.._-.._ * * City Engineer ate civ��. �� _..._..__ _ DESIGNED BY: OF '� N 742 E 1192 SURVEY CK: A JEF P.WAGNE RCE 25,431 ATE - - - CITY W.O.No. SHEET o STAFF ENG.: N 27 OF 2 mm� mmla. _-----_ _ mm. _..____ __ ___.. __ ._�.ry ____ __ ________-_-------------- - _------------.__ ____-__- -._----------------_---.___- ___._._.._ ___-_.__.-. -----------__ _ _ ____--__-___.______.____------- ---------- +7 k 100+00 8fi48&4 .._.._ ; I E 100+25 E � i w _ 864 �_________ — a 864 864 —____ _ 864 44.2,11' i { 46.04 860 i � ` f 860 _ -S2. 21. `� i 45.2 _sol- i ��1` I 3 74.05' 24.3 ' I `, 21. 8' --- 66.70' 860 - __ _. _ __ ___ __ __-__ _-_ _ ____ _ _ _ 860 860 ---�- ---- � � 21. 8' 8fi0 �t•�------ 1&48' .15� ---_.. ._ e 10,00' 12.00' t°u ` i ~ 1E.38' 2J.46 i 10.00' 12.00' 856 - _._.__... __......_.....�..._____..___ ' –_ __ _ �_ _. _ 856 _- _ —_ - _..._ _ ___�___ _ _ _._ –___ 1f}:aQ' - 12.00' ; w t-•U. u. � w U I �i o0 o� q co ---_..,.._.............. ___....._. ___._._.__._-. _.___ _ _ 856 __� ______,...._._._.._....._..._ _ __ 856 856 - - _____ °° � 858 6a°Jo � __ _.— (2.3 co co cin ° �3y$Al°) E 852 — -;- _.__... ----- ------ ,_- 852 ; r G _ --- 852 852 852 � ...._...._...__ 852 j N 04 N 848 --- ., .---- 848 - h i N N ? vi tto In i .... o0 ot> 848 848 __ _._.____ ____ �_ "° °° _ __ - 848 T ._ _..._.._. -100 -80 -60 -40 -20 0 20 40 -100 -80 60 -40 -20 0 20 40 -100 -80 -60 -40 -20 0 20 40 100+50 101 +00 W4 __ _ .._.___....---- _. _ _ ___.__ _ ________, 664 _ ___ _._._._._._._.._._.__.__ 864 E 100+75 2.46' 864 48 52, i 46.71' 860 ` - 860 -------1- a1. -2 .sa' ____ _ __ ___ .-.__..---__.._........._._._....__.__ _ ______ _ -- 860 860 21_ o' 22.5 I - 47.66' 71' , ` 10.00' 12.00' I - __-10.00, 860 _ -. ___ ____..___ ._______..... � __ -- - 860 -- --_ - _ __ __ " ____.....__._ _ M ' ! ! \ Ui 10.00 12.00 � ,, u� `t � 856 E 0 � s%a 1.78% coo i � 8 �� - - a -- i � _ -- � - � � 33°1°� (1.21%) 1.21°/Er`x' -_ _.___ na° _ 56 E .___..___ ___...__� .....____ � _..._..___._._._. . _ _ 8.56 ---;-- ,, 856 � _ i ` V j "t 06 EG 19 0 — _ .1 OR � __; � � °i«> (0.48/°) 0.48/n,a� FG TTER 856 856 FG �---- 1._._....w_ _. _... _ ___ - __ EG i :1 OR 852 - _..__._._..__.__.___.-- _.___.__ 852 -_-__. ________ _-_ _._ 852 -__ _______ i i j E i I f i 852 a 852 - 848 - __� __ - ao ca 848 - --. _- ____ -_-- _.�____.1�.. -______ • .._ ____._____ ..._......_..._____....__._._..__....- .-_-_ 848 _._.._ .__.._.._.__ .-_. 848 -100 -80 -60 -40 -20 0 20 40 -100 -80 -60 -40 -20 0 20 40 -100 -80 -60 -40 -20 0 20 40 101 +50 101 � aJ 49.65' 115.35' . _._..._ .-. ...._......... --___.-_----.__-__- — ___�..._____ —, 864 16. 9 101 +75 I 107.15' 860 - --- :tom" - - _ ____ -__�_.__ _ 860 . 49.18` 49.94 L 114.28 a- ` - y 21. 2 .50' M co 860 _, . - 860 __ 860 -- _ -- _ No `` 10.00` 12.00' ; ! , a a. ` -f--° - 856 i !{ i 856 + 856 r ____ _--- _.._ 856 r _ ___ _........___._. ._.._......._._.M... 8563 i ,.y, EG 1:1 OR FLATTER i f -_ 852 852 i f 852 --- _ ! _ w. _ - __- 852 - _ __ __ 852 _._..__ __ __ 852 wu7 i K2 tt? i W) to uNi Qo 848 _ ` ' °°.__..__ ____ —! 848 _._-.......-.__..... ,..._,_,._.,._00 °°.______ 0 -100 -80 -60 -40 -20 0 20 40 60 -40 -20 0 20 40 60 -20 0 20 40 60 I' I� OFILE REv� s�o�vs GO%I T%T, F A T A%0S'k%..oArU0"'E R 0` z SCALE: 1°=20'HORIZONTAL design NO. DATE DESCRIPTION APPROVAL 1"= 4'VERTICAL professionals IMPROVEMENT PLANS FOR w TRACT 2614 CROSS SECTIO EL A NO L ---___ _____._. ......__ ___ Accepted far ruc �, w civil engineers iand surveyors land planners Lic.No.26,431 '1998 santa barbara st • san Luis obispo,ca 93401 � ,� * Expires 3/31/08 * ph:805/549-8658 email:eda@edainc.com -------_........__......____ _�___..__.____ _ City Engineer _ ate g S�q X C IV t1•- `� DESIGNED BY: OF CAt t� _.._._____..___...._...____...__ ___..___ N 742 E 1192 `J SURVEY CK: a 6 JEr 0.WAGN R RCE 26,431 ATE CITY W,O,No. SHEET o STAFF ENG.: N 2 OF 42 Sj " 875 - - ___._ _.,._ - --_..,.._,._. _...___�_._._.—_.-_-__- — —_--.. ____�.,___...,..._.____._. --_—�,..-----_ _1 , —__- _ ___ —__ 875 _ _j 00 if 00 _J� J� w NJ..1 M j_j MC.�7Q MO + 00ItLU + Z Z 87t1 _� _.__........................ —_ ___________.____ c4 o ens `'� ---_.._.__...__ _ 70 00a F y F P ..,,.. �...., .... ...._ .._. t-_ I 2' 86733 TW _._.. .�...�� . - .....-..._: . ,..,. 865.33 TW _. _._ 862.00 TW .._. _..__._....w.��__ __._._, _,._. __ ,..�._ .,__, _. -wR , '_`_ ................_... _. 321 7.33 TF -. 865 _..._ —_.._._____---- -_ __.___,.__._...._......_....__.._..___...........__..__._._.._---.._._.---_..._...___.._-._...._..._.....__-__.....____.__._._._._ _..____.._. .�_ _ ,..__.____._ `.�-• __._. _ .-._,.----.....-.--.866.67 IT 865 862.00 TW . EG BACK OF WALL ' x"_._ __ 1_. ,..... _ 18' 866.00 TF _.....,..._ _.,..,.r ,_ _r..__.a._.. __.....,...__,_ 16' 865.33TF j v S 2' ` _. .-.._., ...._�,._..y...-.._.1_ TF q ._-__._...,..,-__.� t 864.67 �' # ` r a. 12' 864.00 TF I ,., 2 ............._,._.. f 3 �.....__,,...,..�,,._.,�:'. _.�;...._.�__.....„..,._,_. 10, 863.33 T 859.33 TW _ .............._ , 67 If 86p 956.00 TW 6' ,_-_._.._ r._w .. ,..._._� __�- 860 861,33 T 10, z to j x...,_ _r_._�_,...�...... 10, 860.67 T �r-•tSl W ` 12, , i 860.00 T 20' 855}.33 TW 859,33 T i 855 --__ _-- _._..---_—____ .__ _ _ _. ___ _ __ .__._ — — 855 EG BACK / _� , 6- QF WALL - __,...If V f �. _J, ..__._. a 858. TF 2' 4' j 851.33 TW 857.33 TF NT OF WALL 850 __ 850 _ - - - Al I--- ..-_ — _..._-. -- -- -- `”" � 848 fi7 TF } 1 12' 34 �� 847.33 Tt= �4$.0o TF I ......... _,.... 845 _.^_ �.-�-- ________ _,.__..._._...__....._,_..._.,__..._._.,.._._..__.__.________ 845 1+00 2+00 IPROFILE - WALL " All 3+00 .4+00 5+00 CL STATION SCALE. V 20 HORIZONTAL. I"= 4'VERTICAL Z. / V. � J ems- «.! 2 $ LL rr rr gj'tea r� $$ °'-a .. .. +0.. .. �+ryQ5+-~. O. :. Z O 4 cv c5 + u� ALL rr A r« Pp. 3 0 �:,�.r• •• •., ANGLIA �% :'., •� 4 .. .. D. ..... _..._. m-�. ...._ ;, ry F: f w %^ N 1z 13 E / N64"13'11"E d / 4d _ ' l4IIIASQNFtY WALT, x. CIO 43% x GRAVITY WALL x < , X - Loi' So LOT 49 L4T 48 LOT 47 LOT 46 X LOT 46 - LOT 51 .-j• is � / -; ., , . .. LOT 63 LOT 62 GALERI 97 ( / Cq PLAN WALL 1' A11 SCALE: 1"=20'HORIZONTAL 1"= 4'VERTICAL REVIS10NS design professionals; No. BATE DESCRIPTION APPROVAL I T Y 0 F A T A N0*36%C"'A 0 D k E r Rw"' A 06 IMPROVEMENT PLANS FOR TRACT 2614 ESS F / � A L 'A1 !"'" ILP. d ACCE:pt'CI fU r1StrUCtiOCi co CO 00110P civil engineers land surveyors tend planners °i w 1998 santa barbara st - san Luis Obispo,ca 93401 ® —_ z � Llc.No.26,431 � �------._.-- � * Expires 3131/09 * ph:84351549-8658 ^ email:eda@e4ainc.com City Engineer Date a CIV 1 k `Q -----_-__.._-... DESIGNER BY: 9 a F N 742 E 1192 �? �OCAt-\� SURVEY CK: c JE F P.WA NER RCE 26,431 ATE - CITY W.O.No. SHEET1\ $ • -- STAFF ENG.: OF 42 ___._- _-------- f i 875 _ 875 -_......_ W____ 870 __- �_-_ _ _M _ _� __-___-_....-. ,......_ _-_ _......_._...___ ____._.. - 870 1 90.00' 52.92' 252' 54.00' 64,00' !-- z = _ n 8700 © 870x65 04 865 C14 °° wUj ra r- �CJCJ rW n NaG�7 � c�+vQ tj t)W Q QN 04 r + + c ,, 867.33 TW �- 862,00 TW866.67 TW _ '' � 866.67 TW 866.00 TW _ _ _.1,. _. .._ _, w e.__ ,. 4 s ! � k �' � C F 5 � i 1 � � < � S i } k / � ! . � .-.,. 'y'''' .,.1�....,. .»..,1..,.,.. 1 !� ..�.........,,„,_...3.,,...�.,...—•—__''__.._..,.....E._.,..._...,,_..l— _,.,. _._., _.._. w _ _ ” _ - __�w. 865 _ -- _... _ _ FG CK OF WALL __ _. _ _ - _ __.___ 860 w _ .__. �LM T _ .._.__...._. 860 -- �.::_ _.._ __.. ...__._..._ .,_....,., ...�_. ... ..... _._ ..-._._... _�..�.�..,�x..�.�__._�.... � ...- ; BW �.. FG FROM OF WALL i I ...,.Y EG s i —i 81 r_.,._.. 860 855 56.67 W _ 855 --- __ .._ .. _M.,,..--_ r_ .. r 860,67 BW 1 g� ,.. .�} FG FRONT OF WALL ..__.,., _. @ a' �G - Q B 854.67 BW 21 851,50 FG p p _. g1 854.00 W , . 4' 855 850 __ _ 2 _ _ F 1 ____ ______ 850 5 E 852.00 SW 180' 41 850.00 BW 851.33 BVV 21 850.67 BW 3+00 1+00 2+00 1+00 2+00 3+60 PROFILE, _ WALL " B" STATION �° -y- A, PROFILE - WALL ## c ## 0✓L STATION SCALE: V=2d'HORIZONTAL CL 1 A 6 I O 1 V SCALE: 1"= 4' HORIZONTAL Al 1"= 4'VERTICAL 1"= 4'VERTICAL <. t 0 _ w --.( 5 C ALER1... - -- -- . -- j ;.. f1 Q 3+'4$.78 x ANGLE POINT e 3+53.82 ._....... EN©WALL. �....,,. .. --_ WALL rr�rr I ........ t WALL "B".........."......... WALL rrArr If LOT 51 Lt�T 5� Lt�T 53 LtaT v4............... ............. LOT 55 z _ - Z tJ MASONRY WALL ............ :. Q d n ...... -ao 2+99.26 Ufo Z ANGL*POINT............. + O + p +© + 4 2+91,26 0 1+00 0 a..... 0 2+t70:... cv r .a a ANGLE POINT �s 13 o 3+0182 4 I } a ........ „ WALL "C 2+00 �' GRAVITY WALL �x ANGLE POINT 91 { ................... .• .. tri•19°,40'01"W.................................................... \ o E WALL �$ ......... ' '' ... ................ '"y� �.. .. `t _ ........................................................................ .� d ....... -w - ........... 77� WALL rr�p rr _ -- - - _ -- -- - -- •► ti�q ::;.. ........................................................... 4 _ ` . r`--� - —_ _ ®► + co EL CAMINO REAL N E R CITY F ATAS 4 _ _ design NO. DATE DESCRIPTION APPROVAL CA professionals 4 FOR TRACT T 261 PRQVEMENT PLAN ESS WA P -- Accepted fo tructi «0 PLAID - WALL V �` •, � civil engineers' tend surveyors ' land planners z , SCALE 1" 20'HORIZONTAL 1998 Santa Barbara st • sari Iuis obispo,ca 93401 ' Lic.No.26,431 Expires 3/31/08 * ph:8g5lb49-8658 emelt:edat�edainc.co#n City Engineer Dat g (P'X C!V l'. �� DESIGNED BY: qT� OF cAi-`F _ _._....._.__ N 742 E 1192 ? SURVEY CK: 'oca JE EY P.W ER RCE 26,431 ATE CITY W.O.No. SHEET °� eg o STAF=F ENG.: �.! Q 2 `-a` 236' 870 .......... 870 TOTAL LENGTH 146! 90, 129 GRAVITY WALL MASONRY WALL 870 870 z z 0 z z 4` 0 CL < ui w a.0 a. Q Ory z z 861-.33 TW 8 8 W_3 _W 5 z 0 z SO 1- 0 z 0 + + Z 0 0 ----------------- 9< < + z If z 865 865 + 9 co -< v-< w w 860.67 TW TW- 866.00 1 W + z z EG C-4- < < 860.00 Tvv 865 -T 4' 865 -7 T----------- ---------- ------------- 862.CQ TW 862.00 TWFtp BACK F WAIL _ 859.33 TW T -,.L,- ...... FG FRONT OF WALL EG 8 r,,^� J- 3: -1 1 1 862,00 FG I -- - 1u, 864.00 TF 7 ................... -I- I A Q ---- ... 860 Ir- ---- 860 + C14 863.38 TF --W- --7 860.67 BW L-7=1 10 862.6 r TF FG BACK OF WALL L EG I(y J 862,01 TF Fl- 860 81 860 134` 1, FG FRONT OF WALL r 21 81W.67 BW 858.00 BW 81 860.6TF 860,D)TF 2- 860.00 BW ly 859.3 TF 4s 855 858.67 T 855 41 859.33 BW 1 ' 8 6' 856.67 BW 41 41 2; 8854.67 B �*�.00 BW 868.67 BW 44 855 855 4- ��.33 BW 868,00 TF I 2 21 2* 41 -'� .67 BW 852-67 BW- 1 4' 854.00 BW 850 850 2.00 Bw 32' .33 BW f 850,00 BW 40 51.33 BW -'*-M.67 BW Z 850 850 2' 852.0013W 850.67 41 51.33 BW T.7 21 T-F-860,67 BW 1+00 2+00 3+00 1+00 PROFILE WALL " ID " 2+00 PROFILE WALL " Ell 1"=20'HORIZONTAL SCALE: V 20'HORIZONTAL CL STATION SCALE: I"= 4'VERTICAL CL STATION I"= 4'VERTICAL .......... ............ ...... .0 ....... .................. ........... 0 GALERI ...... ................. .w .............. ...............CM .. . .......... 11+00 1+05,61 ...... �ANGLE POINT' WALL "E" 4n .......... co +00-00 BEGIN• WALL"D" 5f . •............ ............... ........... .................... X X WALL 1#D91 ............ ................ LOT I -. .... MASONRY WALL ... ......... z w z ...... 0 WALL E ........... ............... ........... ........ ...... ........... ................. 1+59,39 ANGLE PORT............. ..... A". ANGLE POINT�......f��T-1 1 8 ........... 445.44 .......... ASG ANGLE POINT WALL GR)kVITY WALL 2+()o N22*41'35"W .. ... ....... WALL"D 'N22"4116"W ...... A0 ....... .. . .......... LOT 63 + + a. z z .......... ................. < ............ ........... ............... ..... ...... ........ ............................ ...... ............... ........ ....... ........... ........ ......... ......... .... , \ . .. ....... ......... ............ Z R E V I S 10 N S uj Abu "ER" CIT F AT Arm" 06 design NO. DATE DESCRIPTION APPROVAL 0 ......... IMPROVEMENT PLANS FOR professionals TRACT 2614 SS/ EL CAIN REAL FE D-".,.I,,11 PROF - - -------- ML.La. Accepted for truct• 0; civilengineers- landsurveyors - land planners san lois Obispo,ca 93401 1"8 santa barbara st Lic.No.26 431 X I ph:8061649-8668 email:oda@edainc.com PLAN WALL " D " VE " Expires 3/31/08 City Enginee Dat SCALE: 1"=20'HORIZONTAL CIVIL DESIGNED BY: OF CA1, N 742 E 1192 SURVEY CK CITY W.O.TY P.WA RCE 26 No. SHEET JErFOL 431 STAFF ENG.: S1 31 OF 42 ---------- ------------- ------------- -------- ------------ ------ ------- ------------------------ ------------------ -------------------- ------------- ----------------------------- ------------------- ------ -------------........ ------ ------- ------- ------ ----------- f 880 _ ------ _._...._....................-----------------_.._..---- — -- __ _ 880 3 885 _ �_____..._. ... 885 s 3 f 7 i 41' 875 880 _ __ __,....,, .-_______ __._...___ -_._,_._____ _; 880 w= _j m S< z IFG BACK OF WALL + •- w � 116 Z s 70.67 TW 11 870 _._ _ ______..._.._._..-_._._ � � - 870 EL < 875 ' 875 �....EG FG FRONT OF WALL 872.67 TW 41' 868.00 TF FRO NT Q WALL - M FG BACK OF WALL .._. _.._ .. ._ __ _ - _ _ 865 _ ___-____.. .__...___._......_.._..-. __ �____ 865 ._......__.x.... __...,......_. . 7 ... _ _k_... -- 870 __. _ _ _ 870 116' EG 870.00 TF 860 — 860 865 — _ __ _______ __ __ _ _ __._ ____ _-__ — 865 � I I +00 2+00 3+00 1+00 2+00 PROFILE - WALL " F " PROFILE - WALL 1# G11 L TAT I N SCALE: 1"-20'HORIZONTAL C L S TAS`I O N 1"= 4'VERTICAL SCALE: 1"=20'HORIZONTAL V= 4'VERTICAL " �\�. \ ,y _ . LAT 37 LAT 38 LUT 39 LAT 40 —' 2;L - w _._..._.... ` _ " . 1(4 W ` 4� \ '6 z 9 LUT fl C9 © N19°40`02"W p Q ............. ....... \ ' ALL a"Fre ;.. ` w ,c g ` 0 ................. LATS LUT LAT 43, LAT 42 LAT 41 ` \ ;y X q , N19°40'0 "w WALL G ` LUT 59��'••. LAT 5� .UT 57 LUT 56 " ; . o F.' PLAN - WALL 11F#1 FLAN - WALL 11G p SCALE: 1"=20'HORIZONTAL SCALE 1"=20'HORIZONTAL r. CVa CV REVISIONS Co"ATLY U*O*%F ATAS(0;*&ADERU"` design NO. DATE DESCRIPTION APPROVAL °d professionals IMPROVEMENT PLANS FOR - FRAY 2614 AA LL 11F &.11" ..P P, wa, =B, � ��E� t _..___......._.____...... Accepted f ruction C6 civil engineers tend surveyors land planners Lic.No.26,431 1998 santa barbara st san tuffs obispo,ca 93409 __-- __.� -1 _ _ __ r , * Expires 3/31/08 * ph:805/545-865$ ematt.eda Di edainc.com City Engineer ?BtB ' 4s, DESEGNE7 BY:CIVI\ n OF CAL4 N 742 E 1132 � SURVEY CIC: J Y P.Wl NER RCE 26,431 ATE —___ _.._..._..____.__.___._ CITY W.O.Na. SHEET STAFF ENG.: c°v' 32 OF 42 �! _--------- __ ---------_, ___m___.__ __----_-_—._.__.._._._._... - __. _ T r .. .r A– ------ _ _..,. _ IL „ROAD WORK AHEAD" W3-4 1 - - - 1 , ` "PREPARE TO STOP„ WITH C9A(FL-AGGER SIGN) Jj - - i i C29 J' W20••,4 "ONE LANE MADRONOHEAD" _ 150' - ``� 144'TAPER SPACING.DELI ORS AT 20'MAX• - Lij Q - 4u 7 0 DELINEATORS ATKIr_----- _ SPACING. __EL CAM IN - - -- - G20-2 "END ROAD WORK„ SCALE:1"=20' 20 4 20 40 ~ I \ TRAFFIC CONTROL NOTES: PERMANENT TRAFFIC ONTROL DEVICES: ® 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT THE APPROPRIATE EXISTING TRAFFIC CONTROLS 1. THE DEVELOPMENT PROJECT IMPROVEMENT PLANS SHALL INCLUDE THE NECESSARY TRAFFIC CONTROL DEVICES THAT G20•-2 I REMAIN IN PLACE AND FUNCTIONAL DURING ALL CONSTRUCTION PHASES.CONTRACTOR SHALL COVER ANY WILL BE INSTALLED ON THE FINAL GALERIA CTONFIGURATION.THE PLAN SHOULD BE DONE BY A REGISTERED ENGINEER AND "END ROS D WORK" CONFLICTING SIGNS THAT EXIST ALONG THE ROADWAY. FOLLOW THE FOLLOWING CRITERIA: i 2. NO WORK SHALL COMMENCE WITHOUT THE CONSTRUCTION SIGNS INSTALLED AND OTHER NECESSARY TRAFFIC 2, SIGN INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE STATE STANDARD PLANS. 1 ,- CONTROL DEVICES ON SITE. GALERIAARRICADES SHALL BE IN ACCORDANCE WITH THE COUNTY STANDARDS. i C3� TAA I 3. AT THE CONCLUSION OF EACH WORK DAY,THERE SHALL NOT BE A DROP-OFF ALONG THE EDGE OF TRAVELED 3. INSTALLATION OF PAVEMENT MARKINGS AND DELINEATION,ON INTERIOR STREETS CREATED BY THE SUBDIVISION SHALL WAY GREATER THAN 0.15'."LOW SHOULDER"SIGNS SHALL BE PLACED ALONG THE TRAVELED WAY WHERE THERE IS BE MADE PART OF THE IMPROVEMENT PLAN AND PLACED ON THE AMATISTAOR FINAL ACCEPTANCE OF IMPROVEMENTS. !_ A DROP-OFF.DROP-OFFS GREATER THAN 0.15'WILL REQUIRE EITHER: PAVEMENT MARKINGS AND DELINEATION MAY BE THERMOPLASTIC MATERIAL AND CONFORM TO THE LAYOUT SHOWN IN THE SA�C��G A. BACK FILLING THE DROP-OFF TO A MINIMUM 4:1 SLOPE; STATE STANDARD PLANS.COUNTY FORCES CAN BE UTILIZED FOR THE PLACEMENT OF PAVEMENT MARKINGS AND DELINEATION IF THERE IS A BILLABLE WORK ORDER NUMBER ESTABLISHED FOR THE PROJECT. B. PROVIDING APPROPRIATE STEEL PLATES OVER EXCAVATION; \`` f C. PROVIDING TEMPORARY CONCRETE RAILING ALONG THE WORK ZONE IN CONFORMANCE WITH THE STATE 4. PRIOR TO FINAL ACCEPTANCE OF THE SUBDIVISION IMPROVEMENTS,THE TRAFFIC ENGINEER SHOULD BE NOTIFIED TO 1, STANDARD PLANS AND SPECIFICATIONS. INSPECT THE IMPROVEMENTS AND DEVELOP A FINAL TRAFFIC NT 300,� � � � `� '� 4jwft WORK. CO ROL PUNCH LIST FOR ACTION BY THE ENGINEER OF EXCAVATIONS BEYOND EIGHT FEET"FROM THE TRAVELED WAY MAY UTILIZE PORTABLE DELINEATORS AT ADDITIONAL NOTES: �\ o APPROPRIATE SPACING ALONG WITH"OPEN TRENCH"SIGNS. ` IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) THE END OF EACH WORK DAY. . E. 4. ALL PAVED TRAVELED-WAY SURFACES SHALL(3E RESTORED TO AN ALL-WEATHER,TRAVERSABLE CONDITION AT 1ALL TRAFFIC CONTROL SHALL B AND TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. all— �Sp. �� `y�� _� 5.PEDESTRIAN ACCESS SHALL BE AFFORDED THROUGH THE WORK AREA ON COUNTY ROADS,IN URBAN AREAS, EITHER BY PROVIDING NECESSARY FACILITIES FOR SAFE AND VIABLE ACCESS,OR BY PROVIDING APPROPRIATE IE4~ ` ADVANCE WARNING TO PEDESTRIANS TO UTILIZE ALTERNATE ROUTES.BICYCLE ROUTES AND LANES,WHEN IMPACTED BY CONSTRUCTION,SHALL BE SIGNED TO AFFORD SAFE PASSAGE THROUGH THE WORK ZONE OR TO W20-1 ~ 4V ` DESIGNATE ALTERNATE ROUTES.FOR BOTH PEDESTRIANS AND BICYCLES,SURFACES SHALL BE MAINTAINED FREE "ROAD WORK AHEAD" -` �— -__.. ''- � OF LOOSE DEBRIS OR GRAVEL. C29 W20-4 - �p FT ® "ONE LANE MADRONOHEAD" Q� `�� " �` 6. NO CONSTRUCTION EQUIPMENT OR MATERIALSSHALL BE PARKED OR STORED WITHIN SIX FEET OF THE TRAVELED WAY.WHEN CONSTRUCTION EQUIPMENT OR MATERIALS ARE STORED WITHIN THE RIGHT-OF-WAY ARE "PREPARE TO STOP" Uj�Q _ FURTHER THAN 6 FEET OFF THE TRAVELED WAY,AND THE SHOULDER AREA SHALL BE SIGNED AS CLOSED AND i WITH C9A(FL-AGGER SIGN) �_ PORTABLE DELINEATORS USED TO MARK A TAPER IN ADVANCE OF THE MATERIAL OR EQUIPMENT. Cep FT \` �- -__ ---.... ftftftft 7. REMOVAL OF EXISTING PAVEMENT STRIPING MAY BE BY SANDBLASTING,HYDROBLASTING,OR GRINDING WHEN THE NEW STRIPING LOCATIONS WILL BE WITHIN TWO FEET OF THE FINAL STRIPE LOCATIONS.WHEN THE CHANGE DELINEATORS AT 50'MAX �, SPACING. OF POSITION WILL BE GREATER THAN TWO FEET,THE EXISTING STRIPING SHALL BE COMPLETELY OBSCURED BY �..__._ �- --_�� USE OF A TYPE 11 SLURRY SEAL OR CHIP SEAL OVER THE FULL WIDTH OF THE ROADWAY.IF DESIGN SPITED OF ROAD IS LESS THAN 45 MPH,A TYPE 11 SLURRY SEAL PER CALTRANS STANDARDS IS REQUIRED.IF DESIGN SPEED OF ROAD 1S GREATER THAN 45 MPH,A CHIP SEAL IS REQUIRED.IF DETERMINED BY THE COUNTY DEPARTMENT OF PUBLIC �- WORKS THAT THE STRIPE REMOVAL EXCESSIVELY DAMAGES THE PAVEMENT,THE DEVELOPER MAY BE REQUIRED TO USE ONE OF THE ABOVE METHODS TO OBSCURE THE EXISTING STRIPING ON THE FULL WIDTH OF THE ROADWAY. 8. PARKING RESTRICTIONS MUST BE POSTED 24 HOURS BEFORE WORK STARTS,POSTING IS AT THE EXPENSE OF THE CONTRACTOR. 9. ALL PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN AT ALL TIMES EXCEPT WHEN CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT OF THE DRIVEWAY/SIDE STREET. 10. ANY WORK THAT DISTURBS NORMAL TRAFFIC OPERATIONS SHALL BE COORDINATED WITH THE DEPARTMENT OF PUBLIC WORKS TRAFFIC DIVISION AT LEAST 72 HOURS PRIOR TO BEGINNING THE WORK 11.ALL DELINEATORS SHALL BE EQUIPPED WITH NIGHTTIME REFLECTIVE BANDS AND BE SPACED NO GREATER SCALE: 120` THAN 50 FOOT INTERVALS ALONG TAPERS,LANE CONTROL,AND/OR ALONG EDGE OF WORK ZONE. "= ROAD ONE REPARE 20 0 20 40 WORK LANE ROAD TO f XXXX FT AHEAD AHEAD STOP ( � DIAL TOLL FREE 1-800-227-2600 c + 9A c29 w2o- AT LEAST TWO DAYS w2o-� w3�4 BEFORE YOU DIG A i POST a�� cG��*tit�� 36"X36" 36"x9" 36"X36" 36"X36" 36"X36" CL SIG1 V BACKGROUND:ORANGE BACKGROUND:ORANGE BACKGROUND:ORANGE BACKGROUND:ORANGE BACKGROUND:ORANGE UNDERGROUND SERVICE ALERT OF CALIFORNIA p LETTERING:BLACK LETTERING:BLACK LETTERING:BLACK LETTERING:BLACK LETTERING:BLACK o r. ® INSTALL SIGN END -- REVISIONS TY 55 55 design NO. DATE DESCRIPTION APPROVAL SIGNAGE NOTES: ROAD woRx professionals IMPROVEMENT PLANS FOR SYMBOLS LEGEND ALL SIGNS TO BE OF METAL CONSTRUCTION WITH REFELECTORIZED @CESS TRACT 2614 � SURFACES SHOWING SAME SHAPE AND COLOR. ( A�F ® � Cn SIGN ON 4"x4"POST 20-2 P jPLAN M�- SIGN HEIGHT TO HAVE A MINIMUM T-0"FROM BOTTOM OF SIGN TO GRADE, REDUCED SIZE �- Accepted for C do r civil engineers land surveyors land planners � 36"x24" c� 9 X 1� FLAGMAN SIGNS TO BE LOCATED BETWEEN 10'-30'OFF ETW.2'OFF BACK OF CURB BACKGROUND:ORANGE Lic.No.26,431 1998 santa barbara st san luls obispo,ca 934tH - _.._ 91 � y WHERE PRESENT.MEASURED TO CLOSEST EDGE OF SIGN NOT POST). LETTERING:BLACK * Expires 3/31/0 ph:8061549-8668 - email:eda@edainc.com - - jo City Engineer gate ' p 0 0 AGUACATEELINEATORS ��y'F CIVI\, �`� DESIGNED BY. a TRAFFIC u"NTROL SIGNA � °F CAS' - N 742 E 1192 TEMPORARY BARRIER letSURVEY CK: A a JOWY P. ER RCE 26A31 YATE CITY W.O.No. SHEET o STAFF ENG.: 33 OF 42 " _— -------— __._ _ �.� __ _ — . . .a.s._. -- .m_._--- _ --- - _.-_._._. .._ .__._ _-. 2n M.._ __. . _. ,_ ---n_ _a -.m- ___m_ -_._ _.._.A_, ____ ____ - __-___— __ _____ ,.—. -_.----- I IM , i : 11 . , I GENERALNOTES 11 / i i : I -�I'�',�', 1 17 i t Lo -, I / ;.i! '--,__,-,_-t 1_____/�i ,k- .,f % I I ; i .�.�'? , " 11 11 i , ! . � , " L,I ! f ! ,___�_- ,� -,. ---, , I/ : ,_ f( 11 .1 . � �__, � .) � -��, �'\,-�,, V-\_, , I / / , I "I . -.V--.--._,,___ I " , , � _ I k_ -, ,,--,,, 1, ""', I� ALL PAVEMENT DELINEATION SHALL BE DONE IN ACCORDANCE WITH THE I I t � k . r ,I I - / ��_-� _2� 1 - , , �/ , . . ) _-1 -i -.-.-_.� -- _ I . ! : I k_-1 i " � I , , . 11 , _�� , _-, -_ -I - I 1111 1, -`�,_, , ,0 t,,,_� - �\ ......,---,/ I .1 \ REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,LATEST _ ___I—I—, / \v--- *-,--,--_ -I--------- I- - _.- X,_,_X___ Z.:.�-!7,�-�-----!,---.��4�!-----!z:::�t�z =a__- _=_- _= _iEDITION. , 11 f __________ - ----X- ........ __ I ------- _-1-------�-,----�---�--.--,.�-,-.--�..�--..-..---.-"-...,- �-X�-��-��(=�-.:A�X;;��z��-.�,,,-,�44-,-,�,l�,�A�-�.z�� .-_XX�;-X=-_L="I: 4�=,!� ,4_,��_�, 1,11 � ---__X_-_.-, ,......-, A-.-...---A__4__X-_-___ �� - , - L� ::-:::;-_,=-j_-,_i=='jz_--y�=_,�I: � -.. __,_�(L_.,_::.:�_:;:-9 -------__1___-____1_-1__11_11._-____-.___-_.11- I it ____ . .. � ... . r.-__-.,._...,._,. i�r --X-X-,--,_,�-,-.,-�.--X--�---X,,.-7-i 71:--1_-_,- *"-,--r _ i �, i .11, ! I _T � --X1 X_�_ . � i i I y i . � I., -I_ ,-.--. -1, ! ; , % - __1 x ��-,-.,X�-�-X."--,,,.,-,�----X---,-"�-- i 1( � � ! I �'j I , '�71_r. , I I ! _`7_+ . f ! ! j 1� I / I F�'=9��f=r--:--1---r--:7. i I : j i i / ; i � ! ! I � F t j/; , " i ,,, I 1� - : I I � t I 1. i� / 1 2. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION i � ; . I ; I I i i . . I f i � i ; 11 .1 1� � I I I I I . � I ! , __ _ __ , ; __ . - 1 1 r---------,, ! � ,L.-; ,___i ......1-1__--_____L , A __c I_ I __ L_ ,-J--.-.--, ,j-___ \ I i I# -,___,__ -,----,-,-,- -, I __ I i__ , 1-1-1. ___ .J._..___-_-------------1 I I ______�, I . i 1I------- --L__1`--- .1--1....... ___-___1\1 I 1.........�_____.____t_j_j L.- t_--1- I -,-- - -_ - .- � i � � 0 � WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. �� 11 11 11 I __ - - 1I ,_j-1 _ I ! . I ; I . 1__j - I -_ I ; f 1 ; z ; � ! . � � � I e F \ . .. � I . I I i : i f j I F-----___ � f . '. I� it 11.-j _11____)_ 7 � i __ - " f / 11 � / , I � � I ! 1 f ___ � _ � -1 F�z _- I- � ) i f ( � i " 11 " , __ ; 11� i �j 1 I -1 __j __1 ...81 F, ; i I _�,:Z__, I 11 ! ! __ L__1 i ._J ! I ; I i ! f I ( - -- - . I ! I I , � � _, k, i i I ! ; \ " i ; i I ---- - :?. f 1, i,-_:2�/ t ! i i ; I 11 I 11 i ; I .� ; I_,, �._,� __ � ��, . � . . . � I I I F i t ; i z " 11 I � 1\ 1� 3. THE EXACT LOCATIONS OF ALL NEW AND RELOCATED ROADSIDE SIGNS,AND NEW . 1� 1. I t 11 I I- ; t � I -) - " I I 1� 11 I -,'. i LOT 49 LOT 48 LOT 47 1 1 1 1 : \ , -__\', /11-1 - 1.-, I . 11 i I LOT 50 1 7 ; I I I LOT 36 LOT 36 � 101 i 1_ �. i 1, ; 4o;o�,o I PAVEMENT DELINEATION SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR AND --^ . 1. I ) - ) f ) It . I I I . i / i i I f/ ') � f I LOT 46 1 1 i I " � ? ( ? 11_1.� 11. \ � � i �' � I 1. i . " I t�OT 34 LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 LOT 28 . 1, __.,��_�--_A. _%\ , � SHALL BE APPROVED BY THE CITY AND/OR ENGINEER PRIOR TO CONSTRUCTION. � 0 ! " , . " ; i 0"=_ , I f \ � T 45 . , _ _____-_ / 11 F-1_1-7 LOT 51 I I ,; t /` LO I I I . 1'/ I LOT 27 , __ \`%__ I I ! \ / , I 1� i ; I " ____ _�_ __-, -, /1 I. I � I-L 11 L...._..,., ---1____j �_, 11 11 I --_j I i__...........�� i. i . ------I I 0�., ___ - \ 11 . k : \"" - I i � ......... __ I/ 'I ,,�, - ------11-1-,- I : . .- _j . '.-1 f___� 1; I,- ! . I .1 .. --- i -1 -.-- 11 / 'i , �1 : . � 11 .-----r " j! � � I 11 f-I I I i : �___ F T! t 11 , 1.__ 1 I - "_41------- -,_*------ ----" _ f,---" 1- _� - i , ,� .1 - � j I I - F , � � . _r- ' , , i 11 \ �-yr------i__ I ----�_-�J--� �---! -f ....... --I J i LOT 37 ----. ......:��.j _.- ! _ -11._.- , I., 4. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED TO CENTER OF STRIPE,OR . \ I"I i __.,:�. ! I -------- I ; .;�_, ..." �_'_� S � - Ij I " _--i....... - � ,, . �\ � .--I---- ,- : \1�1 , ) , , I I !_. , I . _* "It , __ r- -1 I i / . ----_t_ 11 j I= lf�9 " , �I " I N Q L_ I ! I t, I f : t q=--iN !1 . 4� I T4* " 14 ,__� " I I I , \ ) '- 1 1 1 1 %. t- .J '� " j .1 7 I �, \ �, � 1 '', ,,I \ - - , - , _4_-� F- " I ; " I i I '. ..-, I �_ ". � ____ - � \1 I (_ . ',,,,,\ ;1,\,� !� - � __��_-_� I, i--l-i -j ; -I �11___...... .11 \-, �!1 I-- i .1, __ I - - . "I -,- \ BETWEEN STRIPE CENTERS. I 1 _ZZ17 ,�'? : . I I I � I 11 I . '.. . . I .,- I , " ,__� - \ > I -____._1......4�------�-_______-..--.-- i � __ _ , 1�\ 1\ �\ I .-.,�__ -_-, I : , : : ! i ! _,-, , \ , --c," .- 5. ALL PAVEMENT MARKINGS AND PAVEMENT DELINEATION OTHER THAN RAISED � ____�__.___.______ _________,___,_.- __ -._..____1__-i-_-- ---.-.-.-I_ , I --- - - . ,:z:7----__.._.,_ , ,*,Ijr T � � t ,_ -"-- ,_ .� ----, - ----_,. ,_ .�.. . .____._._,__ __ _�___ �_ 1� NA�_ _-1 I., I \ __ - I I ��-__ .- , __ � " _ __ _\ -------� - ____............__.......____--------�......�.,.,��---.,...-,�-�-,...�--".,.,�.��.�..�,.,�.,...�-"-�-�.-----,.--.-.�.1- ."-.____ -1, I. '. ____._ .- _)- I - ; a . I _1 __ __ __ i PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ,,, , I i . I "�'"\ __ .--A-- ,--,-.,- -, �, 1, . . \ (� _,i __��z -_.____" ., - .- _ ____1------�-------:�........�1.__,-_________,7 . ,� __,.1_1 I-- 1� \ , - i [ ,_ �,-_ -, .','�� $ f I -_1___- ,-) , It , ", IL ,I . - I 11 I 1\ 1 \,_� � I 1, '. ...,." , 6 , � ... I , I I I 11 , �� /�_-4 - � ", `;%1441� , I _ . ��, I i �------t I � L�_ I .1 L., I , I : __� I I '. I I i I . __4_�,_......t... , - - E __J -, � � ; i I -1, , I I i I . - `�, I'll , �..I I I., -,-11 _-H E : zzz=,�, .--- - +__±.::::,- -,.- - � , ., / I �N '_ --.j. _-___t_11-111-I , _ � . I f r. , I I - , 11 I"� , I 11 11_��,�_-:�--::��_- I ; .--I --111- . � . . ... I ___�.........__� _-..--..-, _. .,-..�__.±=i_ ` / I _.-4-- - f I I , . , I�N I"' ;------.U-- i�� - \ "I . 1. "..", __ j, I � 11 � / ' � - ___��_ \ -". �_' , , ", LOT 44 1 --- :�'. .,;<1_", , I "\ \ -!7-,.�-.....-".----�-..�.--�--,---�.-.�---- I , ! - '1, ,�......-__. -1-..1..-_.1__. - - _---. "I '-. \�) " - I ----11 , __ I '_1 -- , ? 4V 1! . �� " �. ___._ - ,� . , - I " ,�� ': - \"", , � '. ., 1§ : I I " �__.._-.1___ I �I I /".. � , _...- I t !��-.1 1,I'. .- ,�- - _\ , _______ -- ---, � I I i I I I , I I - " _:I . � " '. � e";'/ , � ,�I .1 " , 7+0 1 ! !,� f I i I ,. il I _L___ -- ,</1'11. ,\ "', ,--------- I I ) 1>1 � r"ONO ' '--------- 8+oo 9+00 12+44.42 _" � ii -�� i, . �__ ! I . .1 i f 9 Ff LO" . > ,,, ...", - __3+w____11___-11- �-7 -__ � -:11- , __ LOT M . &M A D IN L I . _._�,__ ___._..____-----� , ,/ .-..- 0150-m I # , , r 52 k - __\11 \, z I , .1, li�']L 'J. . I I I., , . 0 I , I I '� '�, f__ 6. ALL NEW SIGNS,AND ALL RELOCATED OR RESET SIGNS SHALL BE MOUNTED ON I ,'I /I / ", ___:�" - _ 1. , - I / ___1., ,�';�;, -, t._------,-.,...I_---------1-1..... ......� 1--1, � t, � � 't�- I I I ,� .-I ___.___ .-........ - .11 I I 1-1 I __ - --_-.---j-__-.- ; I , i . IL-17 "-,,, � , - _- , I '_-� � - _ ......I------------------I-------.--,----4___ ',�,� � I �j-� -INCH INSIDE DIAMETER GALVANIZED PIPE. EACH PIPE POST SHALL BE EQUIPPED � I 1; L.-_.., I ` 6 1 .1 __1 . "I ,�. " I [I ) -I X ERIA ___ _ ,-N. -, , ,�,� I i I 2 � t I / , , � I ,� I I � .- I -� , --J LOT IF, ��_:�__ 1�1 S 6 j �0 I .. I . '4,j -,-,-,- -/, , ?,/ .11,I _____1 , :�,11. A,\ I"! , � WITH A RAIN-TIGHT CAP. THE BOTTOM OF EACH PIPE POST SHALL BE FLATTENED AND , , � P i _-_-A..."........" I "I i i I. . ---4----------- - � ; � o,T 216 _F", It - : f i � � � C) \� ,-_j , / , ----1_1......._1-.1._.____-_________---------....__ , .- .� ! I / I // ,--..-- ---,.,--.--, _________,__.__ , ( .� -1 i , / � I _______..__,____...............___...__.. ,�t, I -rj / , ._�L_ A -----Z--j__ / ,�_ -,-- I/ . _ _�_ .�ir.��.�-��.-I.-�-��.-=---�,,-- -, I -A I , /" . � _=----4---'j \ ,� I , - - I I / I I " -��_�..�I--I -_1r_____1-1__.__11_11__1 - �_ / I , , .. ----,, k SET INA 1-FOOT DIAMETER BY 2-FOOT DEEP PORTLAND CEMENT CONCRETE , i - _1��'. _ , - ::��_-_ - ; 1, I ; , ____ f I /. I ,�, , I . . I�-I_---.--. . 11 �, . / I,--- ; _! I I _.." I / / ' -F '_ -1 f OT 39 -, I I "",� .,., '-_11 . - ; " i� _� -,��I I_. -Z / � � , _/// I I I � . -,� - __'_,��'/ " I , 0 A I --`�t-, � ,,X, � # il", i - ,___ 11 ?!� , I � , I/ I • I-:, _ P,/" ,, . \ -�L--*-,:!"1��-.-,, , /i / /, ,, L___ � I -,-.-) L - I� �! 1 f �, 11 i i , / 1,� .1 / / i 4 1 / f - , ," FOUNDATION. THE BOTTOM OF SIGN SHALL NOT BE LESS THAT 7 FEET ABOVE FINISHED I . i i . � � t� - I I- . A, I I I r ,-- I I f i ! t I = / / -�/ 1 "I'l-, /I / I 11 - . I I I ;! ---� t I I � � - I\�\� 1 - / / I/ / "� I /� " 11 I - .- � i - �, i � � _ . I- I - f i � ... , I / 11 I I - � i 11 I ; ? I I LOT s3 r . I [; -- z-7_ I -- GRADE. WHERE SIGNS ARE SHOWN TO BE RELOCATED,IF THE SIGN PANELS ARE !� f 1 , 11 i f*1 I _�_____ --- I , f / I I- i � � , ___ � �i .I I ; 11, - � I i , _. . , 11 ." � I / . I I 'I, 1, , -- -_� . ---7�� . DAMAGED AN EQUIVALENT NEW SIGN PANEL SHALL BE FURNISHED AND INSTALLED BY I / , I -- _____ ! ! -' _: I ' _� i I f ,I �? � . t; . . t j; I 11 r -, I __1 ; ,_� LOT 18 �._ I i � ";.e-,, I I I I I I � _ 1. ,-;, i ?I j I --,r-.--__ .-...,-",, ___' _-_�,______ 11 I I i f _ --,-- . ? ; I f . : - i " -.-" - --- __/ -� I I I I 1- --- ! __ I I I ; 11 . - " "' --- i � I ! I I � � -.,-- I I i I 1� 4 O i � I 1 1 1 TRAFFIC CONTROL DEVICES SECTION 2A FOR SIZE,MATERIALS,AND LEGEND. 11 % ---_1 I f I I � � I _11�/ " .. "I I - 1� I - -_-___A7 -1 , I --) _L_ i,! I � ' '�� I ,i T 19 1 . , , _m ; . - 1_j___�� __ i I � . I / I __� � I �' I / , "'�J"__6 V-0-T 25" I I �) � -1 C . /�/ "� � I f � I. J� __ __� '_1 ; I I I I , i �" -- LOT 59 IL---.-- ; � � � -�11� OT 42 _j�_f, L /I �__ __ .. �4...... F '. / I . � f ill P, . _ I - __ : I I -f-, ; ii if I '_ I j 1� 1. ---, --.-,---., S I // �1 I L1 F_ , _1 I� I I f,- ^_'4-- - LOT 40 � - -I..�l.-".-,.-�.,-., �.�-. _._ i I , I -,..---,. I 7 i f___;�,_I I I � I ___ 11 - _/ , 5 _-_. I 11 , i __ I ! I �---,L-- , 1- I LO ..-"--I I ___ r, __. I f I 1 -- _ I I i � __11 -� 71 �_, 1 1 - - - , . I � 1,r; � I ! I . I - � t -1-11-1., _,.__._j -1. . I .-- I 0. t . I / -1.. t I I 11 . , ,------- � I I V I I fl-_ Tj I I \ 1 �- j I 1�," -11, ; 1� i" h, ; 11 ; ; . _ ? I I . �__� i i� I , i ,,X, _ I I � I I � I I I 'Y i; e � I ! ---.' I I I A : 1 1+ I ) I I I,-,.,-,, , 11 t j t . _T._____ ---------- � 111 __-11 -1_�_ _-:��-------� __il I � . I - ... 1� 11 � . f I r.-,-----T" -1-1 f I I . I� � - I , , ,:� 1\ .. -"/, I t : � � ! -, , -, --- �. . I 1 '8 � f // I -,----, �, I ________ I 11 I 11, 1 i 1 r,) i �; T,U j I _j . ','-t, i Pt , I 17 .1 I LO - �, 7. ALL SALVAGED SIGNS AND ASSOCIATED HARDWARE SHALL BE RETURNED TO THE I I I J ---- j 0 i i ,'� _-,,e_�, ?I I 1 3 1 i" , t ! - I LOT 66-4-_'. 1 - I --, . 1; 1; I � i I; "\ , i 40;�. � ! -• � I I .". i 4, ! t ) I.. 7 1.m, I , �± -- V . , . , P-" / "/ " I 1 ----,---- : F.) L ! ) I . ) --_z j ! � _-1 I , ! I .1 / _T� , � _;_ i _-, 1-1 i I I . . I .1 I -, r��i_x; I-_ 1 1 [ I � i tm-__4�__��, "--. -1-11 t�l �� . i . I f 1 / 11 I I . ) �,�1. ,� __,..__, (A---� I I I ; ____j 11 1. I I � , ! ----..-, I I.I. �- � p=)-,--,- 11-1", \--, LOT 24 ) ! 1 � I I i , " , .. . �1, : . . 1,�,___� k , - if -.-,.-,-4 ? � , j . � I I 11% - I -, 1I.- I . I �. � �_, - , � ji i"'. i / s I I I I �;'_ . . � . .4 � : I , .�, I 1- --.-- r� I - � � i ? I )q � .. _ - "I - 11, �- ." _-.11: _-7 . . I i . �--1 i : �........ _7 _-r- omm� ; � . ,� 7'. i ! �____ I � i '. ; __� t - -11. (I �..., / ./ �� / / 'A � / I ` ,1 ,�<,,I /,� , � W � I __4 "____`1 I/ � � - I I / , . , / " Id1 �- I_ CITY OF ATASCADERO ENGINEERING DEPARTMENT. .; I I I f--4 j iI --------z-Fzz=:;::: " I _� _ , j 1, 'I\ I .1 '��,� I! 63 � r� LOT 54 " I I ji i I I ==M=zf-� It- ,-.:_ i " 11 1 � LOT41 ,� ___h 1-\_ 3 , /! ! .�� " If ./ " ,If A&I / -I . I I i ,- ; 1__ - LOT s7 1____� I ,- I I - X,I I / , �. __:�,_�� ,�`,...'�T"' / 1, LOT 17 � ji 4.--�.......7�_, I I / , �._,'" �,/- . -i , I ! I 11 . / ( ,II ; j � r-t ; 1i ?,/i,/ j" __ ,, - I �,; I i I i 1 ::� ___". �,_);�, , - 't _-it ; , ___� LOT 61 T_ I - -7_),--` "" _j ........11.�...� .I., -.1- It � i A I / " ", ____ "I" � �I / , ____ , --.---- 11__1 �I - __- , - ''. ) '%., ----��,,- .,� . I -,, I 0 1 i �. . " I ._ _ � I ! i �I _� �=4, 1 -I - 7, I - , /'"" . i � � z fI !, I , ! 11 I _,_ I _,?;�;_, I� - 1, i ; _ __ .. / 1 , , . , /I , " � __�! . : _ , . , - I ___��11 " 1.1',�, - - �_ _1 _. 1____.-...I �_ � 'k t ! I _ i I - _� __�__,_ - , ",, "r . li P- " _.��7:. ; -t�-4� / I /I /!�� /, - . F- LOT 20 I _ f •i I I � ; , f I I t L___ _�� - 1-_1 ", . i t I I'� ; � . � I - ; �, i , � '�". ../ .1, - - X... LOT 16 ; �I � , 1 23 � I i i ! I t -- _,�__ " ,�\,', '--,_� (�-&_j . � � 1___� " , ._ - I - -- --_�-- \"'...., . ., I � , ...I-.1.111.�!._ � I - �10�� -, . I � i ) ,-, - ,_ " ,., " I . I I 11 1 �� - .\�. ,I ,11,�",- . . LO`T I 11 � -.,- . � ! . i . --J�- , / , �/ , ..�, - �, i I I j /+j I !, I � i 1� 1! I _, _� � I _' \ .. � "-.........�...... . a � I IF-___� _,_____ (I i - - e- i P:��- I I I I j t I' --4-, �-_ ; - , i (--,---� i I' ! � I ___�__ i � � i , - � 0 : ; __ .1".1, 11,:\� _ I . ! I z . I _____ -,,-__ * - I d ,.� , ,�,1-'- I I - I I ! � � I--- ----. ,� I I _. I 1, - '•p -,- , , \ "��___ � . ; ___ . ; : I - � xl ", '�_`__ - - __ \ --- o*_._�_____1___ ;_ I �'m . ; 4 t - . f I i i . j �,,4 _4 I I ,I I I � - -- , � .- _. _ -- �., " - "\. ......._.___1..I I I � I I -T 22 � __ I I - � , -I-,,----- ....... . 1, . - -- . - i - j 1 ; i f I � --- 1, . \11 ��,_ - I __.- ..... �1, -, ,V, .. V'_,____ \,\", �I- ; -� . � ___J I�,___-_- __ . i LOT 5.5 [_ LOT,56 r__�'f 1,1-� I . - �, � - . " - _., __, - ' � � - � _1 11� _1 -",-- %0 _,0_,__0_ . PAVEMENT DELINEATION NOTES I � t I , , � .1 )� 1, I I �A : --.--- . �, , �� - )� -7 _�_ 'i \ I � . 'i T_ - t' LOT 62 r .1 6 � �_ I i__ I L r I . - I � � � _P&' - 1,0 11" ) �__ -.1___ �� , - I I _:��,/ I - - - - 11 - __ \1. I !I I __/ - -,- I . - � , ; - I ,- ....1,:�:, .,��, 1�'i__ � � i i "r� I � _ _3:�2n� 1, i.,� 1%, j L F _,� 1 4 _ ____U � _-A�i , -,_L_ -T"-) ,,, � ,.\ I It I tj . i I i i I / I � - I � _____ __- , �*,�,� -- � \"'-. 1 LOT 21 < � , � __I � i I I i I I , . ; i I ___�_ !:,)7�._- ""'ll-, f - .,� .. 'c , � � 1---, (.-;J 1j: � V -1-7 - �, I ( / +w I _ __ _,��_, ,_ , � -, I - 1. i I - -.1 ___ - I ) --,. �,_�.;�_ �, ___ �__ 0� " 1� �_A4 __ I - �_ ! �________'. SOLID 6"WIDE YELLOW THE LINE PER MUTCD SECTION 3A. - . � , \ I I k , __ I--.,-' ",� , �i __ � �_ I ! , / tf 11 �\ i 1 1 " I , ; I 1 i I 1 I ��___, _____ 1 - r �, .�� - . \ 11-i __ � � ,,,,, --1 � � I I ! -,-.-, % -, I � ,� �,�_ � . I L ; i , , __-, 11 -A ��_�� , I ,- - __1 , , �kA. 0 r ; I I L__ _ ,,,A---I\-"- _------_ \ \. L , __ I � - , . - I , I , . - ,�: - -E --- _� # i I , I I -I i , . I : ___�_-^ - "i . I I- , �,�_4___* 1 1 , - I 11 ! i I ; L______._.___ _,�_, 'I., - ) k , - I t .- � I ! i I . _ _ , '( -__ ,-,I ,." J;" " Vt _ I I _/ _ - __I 1� 6 I -, 6 " 1% , i i __ __ !� � _._........... " .�, I, , - " - _ I I i _-_ __ -1 A---"---, � i i : ; t--- . , -� -) I \\\ ,--..-----i ` I .. y I � _ _�_� ___1 � </m �� 1. - � \ . � _-4-1-1 "..- -_. I 0 ,%-,-: � - � ! ! f, I.-, I.- _ ..--X-,*- � I SOLID 6"WIDE WHITE THERMOPLASTIC LINE PER MUTCD SECTION 3A, - - � � ____ -11 � " .� . I � ,- I __ -"-I-.__------- - I ) V� , > � _� I _ � _-__-__1-1-; __ _ __ , ; / ( % _;!�_,_._ � _1-_----I f 1--- - i, IL - " I �_, __�_ _____ 4+w--,--- , _� _� .1. � 4 "-� f-_)__-,.,. � � I �,� --,-,----,---,. � -, ,�� , "..- �, \ 11 11 " �, ___1 - .� , i I I I - __ , _,"-----:_- -11, ,-/ ___ --t-If.........J ------- - -.----.- ___ -_� *.I , , ,�\ � ; LOT j4 .t � - �- � -1 ,/ BROKEN 6"WIDE WHITE THERMOPLASTIC LINE,2'LINE SEGMENTS WITH 6'GAPS Ift 'Sk � __.- __ 1), � ,��,�� 11 __.......j ) I � I -i--.- I 1_'� I @ " *r , '�� .1 - ,_ I. / � i �,"_� __ �i 11. i _ , '---- _11___� ___�_ , __ 'i-11- � 'T A __ ) __-,_1`., PER MUTCD SECTION 3A. __ - _.- �� - ,-1 / . � I I" ) k I �� 1,k � " 1 _ --______ - -, ___ 0 _ _ - , -, � , -Or)* , � -- -__- - __ " ---4-, � W S -� - T_ . �L__ 11 _,L_ \ ' I -, __." ___ 7j ---_---- _+1_1 -0 :::�_ ' � �t 01 A3 ,�_,_____11b_ 5. ::-,�� - ___ MN --__ __ . - � ____ .- � k I k. � �------A- ' I -T AA . -...... 11- _ -- .- - _ ;I I 1 3+00 _,---------___� __-- _ _-�--,,T _��_--A--k� ! ( � ,��-,__ 1. _1__t_�;1-1L_.1 11 0 , ` --' ---.___ ::-,�,,,��L,� % '�, � ---__ _._1 %? �, � f- -- __ _ --- _Ar7 �_. - I , k- _ - _ ..% _.C"__ A� �� t\., --- \_._,��_, t __ .- _.--4_ t I , -------- I _ I t - - I ,:::�� , 1-r, I I � I k � I-I--- - I f , I I _-_-_+r1__,-__-_+____1 -1 -1 _k___ - ---,I " _ I _�'�__ '� � � I J, SOLID 8"WIDE WHITE THERMOPLASTIC LINE PER MUTCD SECTION 38.17. .. . /.1 - �_, �� r, 11 11 -1. _ -,,---,,, __ �__.__) :�-- �3 i I -111-'1_1_1_/ -,--- !I i -,�, �,_-,-V -. - � ,,.,------ _-- __- r (�) - . ::� _T� - I 11 I—- , .1 � � .__ �..........� __ , , � " -T 9 L-ON I I -.r _---� � I _� ________ -+�-- ,_:�� I ___� � �, . �_____ i _..________1-4------- 'A ___._,��___ -----._.....•."'"-- -4� � 11"I -, , 1-- '_ � '� � .............i I � .- _� �_�:�--- PARKING SPACE MARKING PER MUTCD SECTION 3B.18. ,__-.___.__......... - - I 1- -,--- �",k"l .- k I __. � I I - I 1, � -......_ 0 _z�__________-1 _- I , - / I i V �v� --,,,� , i : ____ _ I, . - 1. r-1- .1 I , . � - ,A--- � 1� �......-------� _11-__ , � WHITE THERMOPLASTIC PAVEMENT WORD OR SYMBOL MARKING PER MUTCD 1---_�:: " I . - V____�_�'\ " , , ,�,,- t�OT 8 _"r-, ._ ____ ,I - _1- i �_ 11 Zzz� I I L��'�,�_j 1,�� , k- .1-- , -0 -,I I . ." I � ( .� . __ ; / �. 1 .--- k � -, . I , c -1 I r11 I �,_ I t � ___I _______T_, _11111�� __ , , I ` __1 � /I .. . I i � -1 i�1, - A__ -f 7 I �I L----T_._,- , � .____,.1 __�_ __8_ _01 ". _/ r,-"' � � k ,i�Z7 SECTION 3B.19. MARKINGS SHALL HAVE A MINIMUM HEIGHT OF 6'FOR WORDS,95 1 1 e , .,-. - ,__." $-�,_. . , I , ) U0 � __c , � -,. I \ I I � I , �_ T � ��,___ � � 11 z / � '� _N�__---J, ___r -J LO FOR THROUGH ARROWS AND 8'FOR TURN LANE USE ARROWS. . . " . ,i,� � , i . I i---1--------- i I - � __ .- -11 � " I I I i i I . C I -__ r.-.r..-x--...» " I � t t I I�. � �_ ') � � -T ___) _!�� -�,,� i � z 1, j --- . , :�� , , ; i ; j/ -0 I , -1 ___� � _ - -, i I I -, ,I ; - 12"WIDE THERMOPLASTIC STOP LINES SHALL EXTEND ACROSS APPROACH LANES 1 , I, I f : I LO-Ts ,• -F :tj " . I 1-__ to ! � '� I- � % ,__ . � ----i I I _- __ I i , � C_ __ I __ - X __ . - _� ,---" I j - � I � - .,_-i -. � . i I % -T 2 �__.� __1 � , % I t PER MUTCD SECTION 313,16, THE WHITE"STOP"LEGEND SHALL COMPLY WITH t I I I j ! ( I I .! I 0 � �^------- -,-I--, "T I ___- � . f i 1 I'.', I I I � -11 -0 r- I I 11 ---I-- �_� ----.-_�� _�,_��- 50 MUTCD SECTION 313.1 9. , i I 11 --- , 1� LOT I I . - ___A 11 I I i � _ q;�- I � ) -1, 1 " _- ! j4_" � 1w 1i - , __ -----".L ! . I I i _____r_ , % -___ . ._�_- - --------- 11 \ t A WHITE THERMOPLASTIC BIKE LANE MARKINGS SHALL HAVE A MINIMUM HEIGHT OF . , � . � � ,.,,--,-, 1- z z t - L, � __.,r�51 , __� - -:, , ! � 11 , !w �I ____ � _______ , - - 1 k i �, 1--i-j , � - , � �-°w._-.--. . _ 6'PER MUTCD SECTION 9C,04. BICYCLE LANE MARKINGS SHALL PRECEDE ALL � � t,� I ,z=._D I , ! i , $ 1 - I _� - __� -- t i " i r__�j , .---- � 11" " _ .- " , �--- , 1 �------- ; I -i I 1___. I , ., I I __ _ __ - ,__,� I OTHER MARKINGS USED IN CONJUNCTION WITH IT. 1--, , t i----- � 1_� ,� ...., , . I � ____ ___� , 0 ;I . , �__.__ a=�___�,_� _.-1- � I - I< 'I t _X I ! i ��_,_�Z _ � � ! I ! t ,__..__..,._... I I � , i " L-------- I I __1 ,�:__I_ k SCALE IN FEET i , ! \ -__ I � � SIGNAGE NOTES � - ... - - . I . i '. i � I \t " 1 ;��-:�;7-- . I I I , I i I ; . .- - - . � . I I !-I . -.1.-1 1--- - .. 40 0 40 80 (D INSTALL COMBINATION"STOP"SIGN AND ROAD NAME SIGN PER CITY OF -- ATASCADER0 STANDARD DRAWING No.427. -.-- - - , - ....=Z:__��=_'-' � _.._..__I..��_:,;----- .......__--11_ _- -.1- INSTALL INTERSECTION WARNING SIGN W2-2 PER MUTCD SECTION 20.37. - -, (D INSTALL IN-STREET PEDESTRIAN CROSSING SIGN R1-6 PER MUTCD SECTION 2B.12. 1 . i (D I I I I (D INSTALL"ONE WAY"SIGN R6-1 PER MUTCD'SECTION 28,37, 1 . - (D INSTALL"DO NOT ENTER"SIGN R5-1 PER MUTCD SECTION 26.34. (D INSTALL ARROW PLAQUE W16-7p PER MUTCD SECTION 2C.47. . , . A-- 1�_..___A --I'-"- ,. , i ; �. .. r � �, �1 .�j , ___.- .. I., I ... I . . I—., .. .. ;1 I I" :�__I ,I A,, �,, ., __..... . -- �_ �, I , .4 . , , i ., - .� , - . . P. Im. .. � 0 , � V, ��I- � I , .... -7914/ "...".. _Ili . ... - N 0 �_ �_ I I ,I`I I . � I -1.1-T . .. 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IMPROVEMENT PLANS FOR :4 professionals 9: X I - TRACT 2614 I 1_? / 11 It �w - - SIGNING AND STRIPING PLAN P. , - I 9- I I 0� Accept on tion � Cb I I AME� ,t_ � ^ , civil engineers�- land surveyors , land planners 0) I � f 'N' k=��_' - . - .0 I A 1998 sante barbara st- awn lois obispo,ca 93401 . b, I 0 !�u I Lic.No.26,431 Tm ph:806/549-8668 - mmil:eda@edainc.com �_ :3 * Expires 3131/08 * I City Engineer Dat -4 6 CIV t1. DESIGNED BY: 8 __ r_ 0 F 1,\ - . I N 742 E 1192 0 �. A A.- SURVEY CK 0 1 1 ti A-Fw^-%1VAAfqk*- - ___ 5f2A(Ar - 8 ' JEF'��P.WAG \ RCE 26,431 bkE CITY W.O.No. SHEET rl- _ m 1, STAFF ENG.: I 34 OF 4 2 SN !k �_ 111 . 11 I I I I I I I " '11 1, - I__,__T_ �� . � I- __ X_ . 4 �. �i___ " =7 7117!�__;__ I 11 , I -f- I I 1. I � I I I 71- j - I .�� , - , � _�_ i I 4- I t __ � ;:_-4_,� -�_____�____�_,_ ��. _ ==� '. - A - _______ -I-______ ". 4tv-- - - - =)Ir �7_ !0 -I I ___ LOT_% �h- - _��____ I 1 � I � _14 . -, �� ____ 5 , I I . . -----�-----------.-----------------"�----,-----�-,---�-�-�--�,�-----,��"--,-,--,---------�---�---.-�,�--,-�---�-"-------�------------------,-�--�-------�--.----------�----"----------,--.�-,�,--�-,--,-------�-----�---------------------,--"�,-��,----------------,��,-,.,.I I I -----�.-,----��,-,�,�,�"------��----.�-�ll-��---,-"-�-,�,�-�,�--------11__-1__1_1___1---1_1-__--___-___-----------____,__,__._________-------__'_,.__---------------------�----------------�...��,,�---,.,----,--,-----------,------�-----�,-------------�-�."-------,-----.-----,-��-�--�-,.--.�---�------------11-1---- -----11__----......___, �-__----I-I——_________________�-----------,�-,-----,--�-11-1-1��1--��--�--��---��-,��-.,-"-------,--------,- �-----------------1-1-1---1-___-I---_-----I----�------------------------___.___,_,---..--,----,--,��----.�,--,-�------------,.------�---------------_________----------,.,.",,",��,-��--"------�-_�-------..-�-Ir---------------1-_-__._.______-----------�....________-------��.-�,-�119-------------,-",-----�--�--�..T��..�,-.�-------�,--��,,�-�, 860 ------_ _ _ - _�_ _ _.____ _ ________. 860 40.77' 855 _ - _-- _ _..._-__.�__.._..._.-------.._.-.__- _-.-_.. --____ _ _._ _ _ _ ____ _ S ___ ____.._.__.___.__ __ _ _ _ __ INSTALL HEADWALL WITH BLEEDER ORIFICE or 3.37 2 r.=; HGL $ eco u1 +0 v , 851.50 a• rn v1 ao ._INV r ![!. g a)2 C3Ze- ,. 850 _ — ; 00" _.___._ _ ___. - 850 co w / o0 :sus+ - aanwr •C 845.74 �G .rr� • HGL $ EXIST,24"CMP - 845 HGI4� _ _ - -- -77 __ -__ ____ __=_ _ __-.._ _ w- - - - - 18"R2P S=0.4% I � 844. $44.18 49 / 1 INV IN 843.4 !NV ASSUMED TAlLWATER @ I EX.CB: NV OUT 844.04 HGL 840 _ ___ —_ _ _...__ ----•---_.-....__..-..._._..r................__ ____ ,__�_� __ _�___.__ _- __-___-_ _--__-_,__. _.- _ ___ _.._� 840 CL STATION 6+00 7+00 P R O S L_LE 98+00 SCALE: 1"=20'HORIZONTAL 1": 4'VERTICAL X 1 1 ............ . . ................................ •' I ISD I f ............. . .... ....... .......... ... 0s ............. 1/0 1 IN':'::,• ' ! .r N �, �' �' . •.`�`.•- =E�1. . .•. , BASIN�LEv 861.60 .• n � 1 �. �. T NTl N B 1N DATA C� LOT 63 .. ,. , SPILLWAY CREST BASIN TM�$51.SQ ................ ......... ' \ ax _ i`L1rV 853, 3 5QYR HW=853.37 < m 1 LOT 6 TC3TAL VOL HW=$,743 C1 ........... G TC3f' SIN 864 4 � • ..................................... " � _ , , ............... .. .. •e. --- E,l.>~d'B54.40 %.0 Top HIGH WATER LINE ... v P EL -' .. Ey: c EJP \ ! L7d Jay SS ..:.,. `\ ..�-`w.,.. Y--•.,,,. 8 .:•:� ,....•.. .•...... � ) •� ) f ...... ' . 'fie .'�'~---�...� ♦/� ....... • ., .,,` Til " • . .'•- "�' =�::.;•.•�--.:...'._._ . , • , --_-._.-•---'... + • ,. - - . .. r " u, C 1 Q _ '-� �" ,.:. �~�M, �t•_ - _ _ -.. :. - _. -- x=8"1400" L=110.66' ..�� _ _ s CZ 4 •",,+,�w. ' + a r-- .�� a - a�. �„ : 00 ,.•......, m �,E 12"SS� {E)SSMH 00+ 0 REAL OA - m,.� _ _ - � ,� — ------ -••�:• � GAS --'-" ..'-____._, ..,�.}';„.rx�S .�,;;,:• ,�� 7t7 1+00.00 MADRONO . 90+96,88VAJLT ,,... EL CAMI CJ REAL _— -�" ... •.� � �u' , ,*^" HW _. �.,.,,,.,,�„m,w,. •. ..... .. e„-,.,..�...,w.� ............................ cin� -'" ::... ... "a�• �Ir ................ C7 fV N C7f W cc _z REVISIONS LOD I T Y` F A TAS C A ru" E F`N`0% design NO. DATE DESCRIPTION APPROVAL n professionals IMPROVEMENT PLANS FOR a TRACT 2614 °. c� 1 4 STORM DRAIN PROFILE - EL CA I O REAL VVI ..._.--.. --------- ._.._.__. ______------------ ...___........______ _ -- Accepted fo n tru �. civil engineers land surveyors land planners Lic.No.26,431 1958 santa barbas st san lois ob►spo,ca 93401 _. .--:.._______�� J- ,� Expires 3/31/06 * ph:805/549-8658 email.eda�eda�nc.com City Engineer Date SCALE IN FEET yr� CIV 0- �� DESIGNED BY. a OF CAI.�� _ N 742 E 1192 20 0 20 40 SURVEY CK: JE EY P.WAGN�R RCE 26,431 DTE CITY W.Q.No. SHEET CD Y 0TAFF ENG.: OF 42 `� REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPRO79 DNS VALS REVISIONS PP SCRIP-n s BY DA APPR D . 2Itl=-92 3 {� g S: A /4 3 1 2 D S IP DA A PR DCO CI TION _$ 1C) APPROVALS 111' R. NOTE' 1, PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED 11-Y 1 IN ACCORDANCE WITH STATE STANDARDS FOR CLASS 2 REINFORCEDCONCRETE. 1/2" RAD. I3' 1 3/4""RAD. Iu.E9R SION JOINT " (4) #4 CONTINUOUS r„ VARIES 2. ALL JOINT'S BETWEEN PRECAST SECTIONS SHALL BE MORTARED. 0 ShOOTH DO*'LS:� a '"""°"°"""•"""°""""°"°^" 3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. 6" O.7I?x C.F. RADIUS 1" I Ll 4, MANHOLE COVER SHALL HAVE THE WORDS "STORM SEINER'° MOLDED INTO THE Cyoym .._.. _ _ MANHOLE FRAME AND COVER - PINKE'ERTON A - 640 1s' f+AViplr 3r 5r 3r 4'-6" I�Otd!#,TO SIGN ai=�AIL • 1 r P - -�. CONCRETE COLLAR - CLASS "A" P.C.C. STANf)ARCl r� 6 SACK - 3tX?C?P.S.I. # 4 4 4' O.C. A EXPANSION N0. 4 ALL �S 1/2" EXPANSION IJOINT MATERIAL JOINTS tTW;TURf BAC KFIIU 5 t {CTf:91 r #4 A 1I3" O.C. 3" CLEAR t 1 I v , • 1. of `` �„" ," /�..y. .... � ��p� ^A(Yr'1f6'I R o V ® " "DIET. 3' MIN 4' MIN. 1 4' STING RINGS AS REQ'D. IF NIU( 2X POST•-•T?--SlE3W ;( �- 'GN T TAPEREfl CONE OR PAVEMENT WIDTH MEASURED TO THIS POINT FLAT MANHOLE 8" 1.1-1/e 160 x""- SM. EXPANSION REDUCING . r112' .� EVANSON JIJm JOINT 6. MAIL BE PLACM 2 PRECAST RISER S'EEuTEKI. 6" /4" RAD. 1/4" AT ar v" mull KEYED? BASE FOR °' ate IIE�re FAL AIdI2 p i��r� cII I>F EXE Asmd4ilwX DLINL 3" 1/2* RAD. 7W INWIMS PLAN t A�j , 1 GREASED SMODTFI ova OR #4 ,. , , TO MIA1�11NB 1- SDEW ." SHALL BE CLASS B GONC RETE; A MINIMUM OF 4" THICK. � 3 ' i t :,� '• EQEBAR W� . .,. 6. .'4OF JO"ADJACINT #11P(�tf4fE- 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF C IN DEPTH AND COMPACTED AT ALL E71PAId51Cld '� •'� 'ST'RUC1E+. .,' - 1 ALC, PAVING �,i,S AEd�I � � •, ,� � TO A I►IINEEiltfil CIF' EiE#71E MAXIMILJM IpEAISITY SHALL � PLACED UNDER THE w....,,._...,_...,,.,.,..w•. .., - 1. SIC,IIi BLADES TO BE E)CIRUOED ALUMINUM. SdDEWAUC WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. -'`^`�: ::' :'::-`""", NTH 63-TO ALLOY SC�tU�I"ES m ETCHED BOtFE � �� °~ END OF PIPE TO BE INSTALLED PRO.>EC I SEt:TKJN SURFACES. 7' MIN. m FLUSH WITH INCE OF MANHOLE, CXXdSTRIIC:TiON JQIII75 3. 1/2" EXPANSION .JOINTS SHALL BE PLACED AT ALL CUR$ RETURNS. DRIVEWAYS (4 #4 EQUALLY SPACE � " SIDEWALK "MILL " STD. 2 -TO-SON AR T TO DIE -CAST. (WHERE EtECIU�;O) AND AT ALL MIDDY , G NOT EXCEEDING 2 CLEAR #4 4-0 O.C. ALLOY WITH TWO A� GUSSETS � r � SMALL. PIPE INLET 1/2" x illi" SI�IIOE;iTI'I. E�IEAE�l DOWELS 2+II"O.C. TO 9Ir PLACED THROUGH SIDE FCIFD TN. TO I'11"2-•3 •- __..._...,.... THE EXPANSIVE JMT& O. . GAL,Y. PIPE D.. Vii,10 FIT 2 t SE C TI 0 N A--A BRACKET >ao ESE 1X1N81Rf.FEaTIaN " " 1 TYPE "A" AND "C" CURB Tv ETE CLASS V' P.C.C. BRA 9E3"AND 4'3'SEPARATION. 1/2 x4 PIN 2 DKE TO BE TYPE 18' A.C. 4. PLANE JOINTS SHALL K A MINIMUM OF 1•••M/4" IN DEPTH AT IXtY PACK >:., ,y; •*".. � 3 STRUCTURE BACKFILL PER �SECT04 18-9.013 STATE STANDARD SPECS, INTERVALS NOT TO E V. 3. CAPITAL � TO BE DIE CUT SILVER � .- C LONG METHOD - 5, SIDEW ALX WIDTH lid COMMERCIAL. AREAS TO BE DETERMINED BY TIRE 9COTC4UTE, SERIES E L MOTES: 4. S� FOR SECURING BRACKETS TO 8" CURING SHALL 8£ BY PI4�MENTIEZI CURING CVMPvur'ro METHOD ACtaORE7#NCi Tt7 ENGINEER. 1. ALL CONCRETE SHALL CLERKS 'B" P.C.G. MIXED AND PLACED IN ACCORDANCE PUITEED HEX SOCKET NEAR S(Xtf.IP5 i�xt S'lG( iNSTAt_1_Anc E V 4 REEK Fl.t3til LINE �• MATCH FLOOR TO THE PROVISIONSCOMPOUND D SECTION 9Q'•-7 C>RK THE STATETYPE. STANDARD SPECIFICATIONS. WITH TIME APPUCA13LE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS. 12 O.C. EACH WAY FLOW LINE OF LARGECH INLET PIPE CURING CC)MPOUNA SFEAL L SE WHITE PK3AtENt TYPE. 2. ALL FLATS ORK SHAD. BE I3" THICK. POLMW-IN—KACE CI ASS"A"ATE SASL WIV Y: CITY Imo" ATASCADERI� • ENGINEERING DEPARTMENT DRAWING NO. .e�1,t, CITY EBF` ATASCRTMEN� AWN Y. CITY OF ATASCADiERO ED E3Y: ENC;IRIEwEE NG DEPARTMENT DRAWING NO. A• ENGINEERING DEPARTMENT DRAWING NO. .I�1. C GI ERCITY C7F ATASCADIERO 5.,�.g. ES1GNE D BY: ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT DRAWING NO. CURBS 41 ' $ SIDEWALKS 419 27 CROSS GUTTERS 4,21 D_-TE .J. . 1E> �M ' A 1I.I3 LIE NAEVI 4 Z a7' 2 STANDARD STREET SIGN 427 2 STORM DRAIN MANHOLE 501 F1 E A �x .Owl A o1.t�wc. REVISIONS APPROVALS REEVI SI ON S APPROVALS DE_ REVISIONS APPROVALS REVISIONS APPROVALS CREEP C) £�Y A E1 S O REVISIONS APPROVALS C3 SCoRIPTIC7N5 Y ATE IPPR VEi3 COUNCIL SOd.UTI NO. 2E3_B 3 1 Z CRIPTIC)NS Y ETA O R UN TION N0. 28-1i 3 10 9 DESCRIPTIONS � BY DATE APPROVED? COUNCIL RESC)LLITEON NO, 26-92 3 1p 92 12 1 2' NOTE: PI IF' ONG STEEL SHALL BE BARS AT 11!" t}.0 PLACED 1--1 2 CE;,EAR TO EEV�DE or IX UNLESS t3TIjER1sIR5E NOTE:(DWITH NEW SEWER tNSTALLATIONS: 1-9 " ATTER NO"iED. FSS SHALL HAVE WOOD FLOAT FINISH PROPERTY UNE � I (OECAST NEW S REINFORCED SA LLA-nHOLE BASES A1�tD A EMINMAUWI SLQPE CWF .1 FROM ALL DIRECTIONS TOWARDS S GUTTER LIP T� SAME SLOPE OtiTt ET PIPE,.. USE CLASS A" P.C.C. FACE ANGLE TO EXTEND BACK OF CURB s � 6' MT/-AS GUTTER FUEL WIDTH OF BCS(.. GUTTER FLAW UNE � WATERPROOF 14� t t (2)WITH EXISTING SEWER: BEAD, - MANHOLE BASE PER S,L O. CO. STANDARDS `• � ..x..,..�.. j•,, 1" t ..�.. NEW SEWER .��..2 1� � (�•) BACK OF SivE:WALK STOPPER a� POURED IN PLACE' CLASS "A" CONCRETE ,I NEW WATER MAIN C 4 ESN �A, 7 -r ! �I � E3RA�NG No, s-3 G A A / s r MIN A SEWMIER LAIN 01A.TERAL,L,, �^SIDEWALK-/ r-2" � A PLACE 1 'x W ;7IELE" ! MANHOLE.FRAME AND COVER TO CONFORM t 2' 11-3 WYE SEWER AT ENDSTEEL E AR WITH STANDARD DETAIL NO. 606 MAIN E LATERAL i SLOPE SHELVES NOTE' NO LATERALS ARE TO BE `-I - / TO DRAIN CONNECTED TO CLEANOUT'S. f 'b" , •«.l: t MIN' SEWER MAIM PLAN PAN , 'Y $•�' ^+ , 4 v ,ilr'♦ g9t 1 Y" "Afi ZONE rA +lyfy..E.. "�r p�yi+e (+9¢��jp # CITY ENCFtOACAEi•IT PERMIT AEVA PROPERTY LINE ' t F1 1_E 11tlN ARE EE`QtJIR7 FOR SEWER I AND INSTALLATION. SF'Et3Al �• . d ,••. ELMENT t 2- t tXiftB SCOE6l!1G UNE � PERSPUNMISSION PEPS: "S` ;�y ,,r.`� :; �� FtiAV!~MIWNT 6" �`�`� _=-- a�� r, A.C.METE COLLAR SECTION A••-A ' OR £ RISER REND (9" AAAXIMIIEwI) 2" CQIYt;REtE COLLAR- BASE MATERIAL -,'' f N 1: 1 W ' PRECAST CONCRETE (TYPICAL) W-0" Oil LESS 6" 17471" I i MANHOLE WALLS SHALL BE A REMOVABLE CAP PRECAST TYPE CONFORMING TO - ASTM STANDARD 0478-61 T '•""�I" T•0 20'-0 $" 1/4' RAL>ILJ 9 1/4"RADIUS SPECIAL OR PLUG FOR CLASS 2 REINFORCED k L198T INLL 1 4 �ktAT� �` �a-1/2" x 2-1/2" x 1/4" "P" „,�, CURD � GUTTER SAME SIZE AS MAIN CONCRETE PEPS. a LINE (15" MEN.) a MANHOLES SMALL BE WATERTIGHT NOTE a MIN. LATERAL SIZE, 1 CLJIRB AC:E 1/2* 4 IIS' D.C. LATERAL Sl9ALL CAST IRON PIPE 4" DIA.; MEN. SLOPE OR PVC PIPE ENCASED IN CONCRETE 1/4 PER FOOT JOINTS T4 BE SET IN A WATERTIGHT WELEN THE COVER IS LESS THAN 36 SEALANT APPROVED BY THE THERWM PLACE ri FAQ ANGLL ANQjQH-'-- Jsd d LAVAL SH LLA ��3S I S RIBA " w�" GETY ENGINEER. IlPI LSPECIAL A TMAL� M17EREE#D BENDS 1 � o LEAVE OUT PIPE IN CHANNEL OR PIPE BE DIPPED OR NOTE: FRAME SIIAEI ie NOTE-GRATES M. BE NC1r1-4 Pl1C)CJF SpA � 1M1fE } SHRILL $£ PRECUT BEFORE PLACING ExT EJETAII ' PER STAT~ STCM. PLAN 077-8 +� a SANITARY SEWER LINE 6" 48" 6" BASE, COMMERCIAL QUALITY s i/2"x 1f2" DROP SLOPE Z" CONC. CURB �1/8 BLEND (4I5'} SECTION ASPHALTUM PAINT, a PRECAST REINFORCED MANHOLE BASES DETAIL B"'"�- ..� 1,�-A& INSTALL WITH INFLOW AND OUTFLOW COUPUNGS . WA1'1RTiC;si•IT amu- •: CAST IN AT ENGINEERED INVERT, ANGLE, 1/fir * ,8, •.:; SEWER MAIN CONNECTED AND SLOPE ELEVATIONS. y'+ IF NOT ' 1" RADIUS TO BUELLi1NG SEINER. NOTE: WELL TO BE No. 4T7 VALVE a BROKEN OR CHIPPED RINGS AND CONES FT USE INTI " r,�� ' 1. "S* SHALL BE MARKED ON CURB OVER LAWAAL BOX WITH CAST IRON FACE :;, .� Z4 GRA +: 2. THE rSr SHALL HE STAMPED INTO NEW CONCRETE AND COVER BROOKS PROD- � .:.;,'. SHALL NOT BE USED EXCEPT BY APPROVAL 24" - 1-11 $/ AND SHALL K CHISELED INTO 00"NG CONCRETE. DUCTL INCCAPACITYO �PPRO LL � Ub TE4E ENGINEER. 2'--U" � �,.a� 3 MIN. Ntd1E5: ZONES�IDENTICAL ON E1T?IEIt S�OF CEI+ITE�I; 3r THE S" SHALL 8E NOT DESS THAN 3" HIGH, 2 WIDE 8E ADEQUATE Ftp STATE `-:'..'-.-_•_- ..• �-., zOFiE E'" I5 A PR ITEp ZONE, SEC:"!it?N 64630 («)(2} AND 3/18" DW. n-t h�+ 1t L4 sa3 x1/2' CALIFORNIA AOM MSM71VE �E. TITLE 22 4, MAINTAIN MINIMUM 5' HORIZONTAL SEPARATIsON FROM KQ 1 I ON A'-'A H2O--SIS TRAFFIC LOADING. 8" MIN : 'c',; ;•' .,..''., .. .. `. ..• �"�-RUBBER WATER STOP WITH STAINLESS STEEL BAND ATTACHED TO ALL NXEARANOE OTE.' IBES THAT ARE UNABLE TO ATTAIN 3" MIN. 60" MEN. F'ITEtNGS TO INSURE WATER TIGHTNESS, � � BOX � Wttl �� S. UP �L�BTEC TAPE AT A l3EPTII C�'24"--32'. nfEN � A APPROVED BY THE CITY E:�It2N1�. CITY OF ATASCADERO . CITY OF ATASCA&EIRO A A—A otemeb 811kENGINEERING DEPARTMENT DRAWING NO. A.L.R. ENGINEERING DEPAR SIT DRAWING NO. V.S. CITY CSE ATASCADEERC} DRAWING NO. a� Y' CITY OF ATASCADEERO �3 BY: €i.A:L. CITY OF A,TASCADERO DRAWING NO. S•J,S, GN ®Y: NGINEWE~RMNG DEPARTMENT ENC NEEER#NG DEEPAFITI1dENT tNRAWING NC?. A I3Y: t�A V. ENGINEERING DEPARTMENT Qx STORM ®RAIN INI,.,ET HOZ SEWER AND WATER 92 6 0 2 1503 s.a.5. .J,s Y: �' A SEWER LATERAL LOCATION7 SEWER CLEANOUT 605 DA7 �2 T�PdCAI. ECCENTRIC GONE 601 � �'�,la; ATx, PARALLEL CONSTRUCTION A Esv3,aw� AT�ns.o ESA : PRECAST CONCRETE MAd�df-�OL.E A�608,E3:VW a 3: CL ca Q REVISIONS F /ATASU/-% Ef'"% N design NO. DATE DESCRIPTION APPROVAL L' professionals IMPROVEMENT PLANS FOR m j - ryryTRACT 2614 LU ETAIL SHEET P. Accepted€o traction co � civil engineers land surveyors . land planners Lie.No,2'6,431 1996 sante barbara st san lois obispo,ca 93401 * Expires 3131/00 ph:805iS49-8668 - email:eda@edainc.com _-.-._ ----- sa City Engineer qT� DESIGNED BY: OF Ct'j N 742 E 1192 �? AAon, SURVEY CK: _ `a J EY P.WAG ER RCE 28,431 ITEM CITY W.O.No. SHEET ----.____ co STAFF"ENG.: rn 30 OF 42 x VAL VES MANUFA C rURER S 1A NDA RD TAPE COA r CT OR EQUAL COLO APPLIED COATING WA 1 �+} I APPLICA17ON z 112- 4S 112'FIFE HYDRANT, DRY BARREL MUELLER AWC502 IN TAPE FORM :REStpEN17AL r r FIRE HYDRANT, WET BARREL CLOW OR JONES AWWA C503 AWWA STD, C209 METER SIZE• 0 s/8" 7 1/2" v I C'GAMhEWAL 2 r BUTTERFLY VALVE MUELLER ?BATT AWWA C5O4 _1 110SIDEWALK 144 7 11" % I MULr7FAMXY 2 1 BALL VALVE MUELLER AWWA C507 6"MIN. FINISH GRAD£ SAWCUT 2"MNV. AC OR MATCH EXISTING SAWCUT WIDTH BACK aF oPr7awAL t 2 I SWING CHECK VALVE MUELLER AWWA"C50$ � �� ~Y�� VARIES SIDEWALK 50UD LID 5 NO 4'0U7LEr REQUIRED QY CDP IN COUNTY 2 r GATE VALVE, RESILIENT WEDGE MUELLER aR CLOW AYVWA C5O9 0. o. o TRACER I NN DETAIL ONLY :, M. I- C� ©_ O 0 N.T S. TAPE COAT CT OR EQUAL COLO APPLIED COATING 1 DOUBLE CHECK VALVE CUSTOMER TO SELECT AWWA C510 M IN TAPE FORM AWWA 5rD. C209 r: AIR RELEASE VALVE APCa AwWA 0512 «�''�., 3 �. EDGE OF 107 MIN. 3 CLEARANCE TO ANY 08XCT ? 2 PAVEMEN r MAr'CH EX1577NG" SYS TEM COMPONENT" MANUFACTURER PART NO. 'AFTER BACKFILLING AND I P2" 951K R'ELA.TTWE^cDMPAC}7DN 2"I 3 �" 4 p « COMPACTING, 1HE SEE NOTE? ADAPTER, (NSTA-TIFF, 1", MIP _ MUELLER H 15426 PAVEMENT MUST 8E I I TO ADAPTER, IN5TA-FIFE, 1' F!P MUELLER sAuT to Pry ►n A _ H--'15456 VERTICAL SURFACEtS9r71 3E"MIN• ; '.'., MAIN TR R �I QQNN CTI N DETAIL ' LL - N.r s AIR-VAC VALVE APCs SQUARE CORNERS ANDA SCREENED SAND 959 -D""'"'Y'"'i 57RArGH r AND NEA r 24., `�, -.s..r 10.0 MAX. __ RELA77VE COMPACTION ;(I � .,;,': _I =__ MA TER/A.LS t I II(III �i APPEARANCE SEE O£rAIL NO. lOO FOR APPROWEO NA1ET71ALS f I III - ROE OF WALL ANGLE STOP, 5/$" X 3/4" X 1" MUELLER H-142$5 -�! SI I �� IDE OF SLOPE DR SCREENED SAND 9D% ? + / 18"M/N. I� i I I� ANGLE STOP, 1" MUELLER H 14266 RELATIVE COMPACTION `� COVER 7 6"MIN, i_ I ITEM coMPenIENr NOTES r--w 1 r Xj LOCA 170N ANGLE STOP, 1--1/2" JAMES JONES J 152_7-F TO BE PLACED IN 11 ! °� ONE FOOT OrrS y� UNDISTURBED SOIL r 1'+RE'HYDRANT SEE DETAIL Na 7p9 FOR LOCATION AETAUS N ANGLE STOP, 2" JAMES JONES _ J-1527-F (SLOE ALTERNA7Tt2�NO �j4) --�3 2 THRUsr 8L Sir DEMN.NO. 116 2 14 GA. COATED COPPER PLUGINSTALL ON DRY f1ARR£L HYDRANTS BALL VALVE DUELLER SEE DETAIL NO, 110 FOR SOLID TRACER WIRE 2 VALUE BOX DETAILS 4 74 GA. MACER WRE GARP STOP, 1", MIP X MIP MUELLER N-10012 �O � n CORP STOP, 2", MIP X MIP JAMES JONES ;J-1943 :.4:.• .� 1 , 5 Af?EAK-AtYAY BOt 1S 5/8 X3• FI H Y RANT CATI©N YI TM T ! WALK CUSTOMER VALVE, 1" JAMES JONES J-190$ 6"MiN. 6"A11A1. �3PR/NG UNE O SEE DETAIL NO. 100 FOR APPROVED MATERIALS `' � •1 6 TAPPING SLEEVE SPLIT Int L Cl w B MAX. $"MAX. I HAUNCHING 8 r .`� SPEIT W TAPPWO SLEE'4£BY AME BOLT PCYS717DN CUSTOMER VALVE, 1-1/2" JAMES JONES J-1913 -- -- CORP. Sw I. MIP X wo 4:Y " * 7 rAPPWO VAC SEE DErAK NO. 170 FOR VALVE DErAks 4� CUSTOMER VALVE, 2" JAMES JONES J-1913 PE TUBING, I" CL 200 IPS FIRE HYDRANT, DRY BARRE(. MUELLER CENTURION A-423 r. 2 1/2"OUTLETS SHALL BE NATIONAL STANDARD HOSE THREAD. �.../ FIRE HYDRANT, WET BARREL CLOW - 950 OR 960 WATER MAIN ANGLE STOP, 5/8"OR r" 4"& 4 1/2"OUTLETS SHALL BE NA77ONAL STANDARD PUMPER THREAD, �✓ FIRE HYDRANT, WET BARREL JONES 2. HYDRANT TYPE AND LOCATION TO BE APPROVED BY AM* AND ATASCADERO CREA7ESt O.D. DIMENSION Q CUSTO,NF.R VALW, 1" FIRE'DEPARTWEINT OR COF. GATE VALVE, RESILIENT WEDGE MUELLER SUPER-"SEAL At PIPE JON r5. J. ALL FIRE HYDRANTS TO BE IWT BARREL, UNLESS OrHE•RMSE REQUIRED t8"-,27" ^t''CLEAR Na TES 5 METER BOX GATE VALVE, RESILIENT WEDGE CLOW - O 7 BY AMWIC j SEE'NOTE 1 I. TRENCH SHALL BE BACKFILLED Yb177i SCREENED SAND(SEE NOTE 7), LEvELEO, AND COMPACTED TO 909 UP TD 6 ADAPTER, rNSTATITE PIP 4. ALL HOT- TAPPING OF EXIS77NO MAINS SHALL ESE BY AMWC. METER BOX, 5/8" & 1" METERS BROOKS 37T PAV7*MENr SUBGRADE: O 4 j METER BOX, 5/8" do 1" METERS N & C 437-CC NO 5. MAINS OF EQUAL SIZE SHALL NOT BE HOT-TAPPED. IEE'SHALL BE 2. ALL OVER-EXCAVATED MAtERrAL SHALL. BE REPLACED WI7Ii SREENED SAND AND COMPACTED TO 90% �7 USE X14 GA. COATED SOLID COPPER TRACER WIRE FROM CORP. TO ANGLE CUT IN, IF REQUIRED BY AMWC. -- METER 93X, 1-1/2" & 2" METERS H & C >666`8 4, SEE DETAIL 103 FOR METER BOX LOCA770N. STOP ON ALL SERVICES DR TO MAIN IF YRRE EXISTS. SEE CONNECTION DETAIL. : SERVICE SADDLE, AC PIPE J, BEDDING MATERIAL SHALL 8f MECHANICALLY COMPACTED TO 90S PRIOR TO PLACEMENT OF PIPE: Q p SMITH 8LA1R 313 SEFti£5, 2 SAND 2, ALL TAPS IN EX167ING WArER MAINS @) SERVICE SADDLE SHALL BE MADE BY A.M.W.C. r0 4. AS AN ALTE•RNA77VE METHOD, WIN APPROVAL BY A.M.WC., WNCH SHALL BE BACKFILLED A MINIMUM OF 12" .. SERVICE SADDLE, AC PIPE JAMES JONES JJ-•979 ATER MAIN A80WE THE TOP OF THE'PIPE WIH SCREENED SAND(SEE NOTE"6) LEVELED AND COMPACTED TO 909 7HEN 3. METERS SHAr.L BE INSTALLED BEHIND Q WATER MAIN. HYDRANT Cy O ! - BACKFILLLED WTH NATYW MATERIAL, COMPACM0 TO 90.E AND BACKFILLED TO STRUCILRAL SE"C77ON SUBGRAOE, w, ;:;: '•:, � SERVICE SADDLE, D. PIPE FORD F202 SF RIES, 2 SAND SIDEWALKS UNLESS orHERYNSE APPROVED •., d p FIR H T LO.,ATI N WITH IWALK BY AMWC. 10 45'OR 90'ELBOW, r'; BRASS %,•.:'., SERVICE SADDLE, C-900 PVC PIPE FORD SAAITH BLAIR 317 S. REPLACEMENT PAVEMENT SHALL BE IN KIND"OR AS REQUIRED BY AGENCY ENGINEER. SERVICE SADDLE, 0--900 PVC PIPE JAMES JONES J969, r2 BAND. IP , PIPE, SCH. 40 PVC ; ,'• s COTES: 6. Pref. SHALL BE BACKFILLED TO THE SPRING LINE AND COMPACTED TO 90.4 PRIOR TO �'', •.•. T. FOR INTEGRAL SIDEWALKS OF LESS THAN 5' WIDTH, NY7]RANt SHALL VALVE BOX & COVER _ CHRISTY G-5 -' COMPLETING INITIAL BACKFILL. 1 ADAPTER, INSTA717E, MIP ►; q'y„y�y t BE PLACED BEHIND SIDEWALK AND BE 12"CLEAR OF SIDEWALK. TAPPING SLEEVE - 6" & 8" MAINS MUELLER OR CLOW H-615MJ 7. SCREENED SAND SHALL PASS 100 X THROUGH /I 4 SIEVE"AND SHALL HAVE A SAND EQUIVALENT VALUE-OF NOT 2. RETAINING WALL MAY BE REQUIRED FOR CLEARANCE, LESS THAN 20. � CONNECT TRACE WIRE FOR SERVICE TO TRACER WPRE fiaR MAIN. VALVE FOR TAPS MUELLER OR CLOW SUPER"-SEAL 3. FIRE HYDRANTS SHALL 6E A MINIMUM OF 5 FEET FROM DRIVEWAY APPROACHES OR OTHER TRAFFIC HAZARDS TAPPING SLEEVE '- 10" + MAINS ROMAC SMITH GLAIR EPDXY COATED w/ 8. PIPE St2'E; TYPE; AND PRESSURE RATING SHALL BE APPROVED BY A.M.W.C. 4, HYDRANT LOCA77ON TO BE APPROVED BY AMWC ON PLANS AND IN FIELD. STAINL. SS STEEL TRIM 9, ALL TRENCHES WITHIN THE TRAVELED WAY SHALL BE TEMPORARILY PAVED WITH 2"MIM COLD MIX AC 5, FIRE HYDRANTS SHALL BE IN THE RIGHT-OF-WRY UNLESS OrHERW1SE APPROVED BY AMWC. -~ UNTIL PERMANENT TRENCH PAVING IS COMPLETED, APPROVED: BN DETAIL N0. APPROVED: J8N DETAIL N0. APPROVED: v�N APPROVED: JBN DETAIL NO, S C A O ,,..TAILAPPROVED: JSN DETAIL NO. � __- DETAIL N0. REVISIONS: ►• F -~ -- 5 C A p $ C A L7 rj G A 0 O A a� �p APPROVED MATERIALS REVISIONS: � P �� TRENCH DETAIL REW1s�oNs: �� A $1 REVISIONS. REvlsroNs � � � PENSIONS: � A s _._._....._. P v WATER SERVICE CONNECTION 100 PAVED STREETS 102 W (Pfa» -- �" I04 FIRE HYDRANTS 108 FIRE HYDRANT LOCATION 109 72/16/0rz/1a/a ` w,r 12/16/03 �` r2/rs/Ds w n'R 12/16/03 ,war! ,J/4 X3/76"BAR WE'LDE`D LIP TO TOP OF CAN MATERIALS' REFER TO DETAIL 112 FOR COVER DETAILS TO BLOW-OFF ASSEMBLY -UNDISTURBED EARTH SEE OCTAIL NO 100 FOR APPROVIED MATERIALS HINGE �';� ST. EL W/1/6"HARD CLOTH �J ADAPTED 1';7NSTA777E; FTP 20 BALL VALVE, f* a • 'a / � O O O 7}IUR5T BLACK CLASS Et.P.C.G. SOLID LID O• / l�J AIR VAC VAL t" • ~ FINISHED ONLY " v} MARKED A R' CORP STOP 1" MIP X MIP 2"OR 3"PIP/N END CAE' l _ a- PIPE SIZE BEARING SIZE LID A KED W TE j- SURFACE L_ > LOCKING TABS MELDED 11 p'�i' j , TO CAN AND DOOR 12" 11 S P Pr TUBING I; CL 2O0 IPS I I 2 2 MIN. , 10" 7 S.F.I I 18"MIN, i B" 7 S.F. ..,�„•.�. .�.,r.'.. 6 ® NMPLE f'BRASS COVER 8 g" 4 S.f ;r.<-*•:. • ;.fx;; VALVE BOX 3 /� PA VEMEN T---/ !7 TEE W/PLUG, 7, BRASS t 2' / t I EPDXY COATED ( I Q 3 \ CLASS A CONCRETE i � ADAPTER, 17, IN5rATr1E. MIP 2 � 10 1 3 I 6"PVC RISER, CLASS' 150 n 14 GA. COATED LJ SERWCE SADDLE. I" $ � � © LAST CUSTOMER SERVICE TRACER WIRE SOLID s HINGED ocK i 6 1 1$" 4 5 RESILIENT tom,°DGE GATE VALVE 7 SEE SPECIFICA 17ON5 FOR APPROVED MA TERIALS ± 6 Na.4 REBAR-••12" fI.C. • . EACH WA Y SLOW-OFF AT END OF_jAlI�PLAr�t BLOW-OFF ASSEMBLY I� �n 2"MIN. j'4 REBAR STRAPS B"MIN. EMBEDMENT a / A g o _-, REDUCER SIZE . .«.' � +, "`"" . e a� �. -3�/2„ •-�A_ � LARGE END SM�4LL END BEARING AREA 411 12" 8„ 9 S.f TRENCH 90TTOM M< a.:;i�:a: Q � , 12" 10" 5( S+.F+. - �� ( A-Y• 4,•» 1 6" Y J.f. 18")FIN._` _ r t I DEDp " i rrt v. 7 DIA. G LVAN12E-D ANCHOR MATERIALS UNDISTURBED 3 MJN. 2-x6- 11HREA PIPE MUST HAVE CONTINUOUS _"" I r.i' POSITIVE SLOPE TO SURFACE - �r - 12 MIN. 24"SO. CONC. PAD- CLASS B p c7 a d,.•« BDL IS!N CONC SEE sYmErIF1CAnaraS FDR AVPRDWeD MA1L7YlAtS EARTH NOTE' I 4 SLAB. /TYP 4 PLCS). -- " 9. BEARING AREA SHALL 13E .AGA/NST UNDISTURBED SOIL. MAIN SIRE1cowONEN r SIZE 9 Jr 5 ( d o. a ITEM CQMPIAV£Nr 4, 6'�e" 10"Qc t2" 2. ALL BOLTS AND FITT7NGS SHALL BE COVERED AND r 1/z"trt X7/8" <. TAPED WITH PLASTIC WAP, 30 MIL. t I I I i I BDL r DOWN TABS 1 SKATER MAIN _ - UNDISTURBED 1 $ MtTH 3/8"HOLES a + ..e` 2 VALWe 60X a c0VW - SOIL 3. CONCRETE SHALL BE CLASS 8, 5--SACK. P.C. CONCRCTE'BLOCK I FOUR OF EACH N IS HUB•-TO-HUB 'rWDTN � / ( � a . 4 4 « .1 NPPLE 2,SPAS$ 4^,01 Y THRUST BLOCKS SHALL ESE I 4 d. + REsrrrENr Yf DGE CA IF vAi z" 4" r .sd CLASS 6"CGJNG4E 1E POURED I 4 <!a c o ON UNDISTURBLCO .SOIL 4 4 ter, s NIPPLE z'PWC SCH ao 4: csoo OR a Q I a 6 90 EL. 2�PSC SCH 80 4,01_01 9O « BEARING AREA _ ---' ,� NO7i 5: USE BRASS 90'ST. f. SE DETAIL Na. 400 FOR APPROVEDMA RIA ' RISER naR ADEn 2" PIC SCH an #;a RISER r i( PIPE r r-1/4"`22-1/2' 45' 90' IN UNPAVED AREASCONCRETECOL TE LS � - 8 C!W>(JNG f SF 12 S.F. .21 S.F. ELBOW OR APPROVED 24" +, rr � �•'v p" � SIZE BEND BEND BEND BEND 2 UNPAVED COLLAR SHALL 9E A MINIMUM OF EQUAL WHEN REQUIRED TO 4 t � 12" 3 SF 6 MAINrA1N /8"MIN. COVER 9 PLUG 2,PWC SCH 80 -- ''9' 1 G'" 2 S.F 4 S F. B S.F, 15 S.F. 2"ABOVE FINISH GRADE. OVER SERVICE". 16" _ ELAN r0 SERVICE SADDLE 2" 4" 8" 2 S.F. 3 S.F. 5 SF 10 S.F. It r MAIN END CAP - "' . 9 � � 7",BRASS 4",a•-D1 45' 6" 1 S.F 2 SF. 3 SF. 4 S.F, r. COVERS SHALL BE PURCHASED FROM A.M.W.C. WHEN AVAILABLE. / ¢" 1 SF. I SF S.F WATER MAIN 2. COVZwRS TO BE FUSION-BONDED EPDXY COA TED. -------------- APPROW'D: JBN DETAIL NO, APPROVED: JON C A DETAIL NO. APPROVED: ,ISN DETAIL NO, APPROVED: JSN DETAIL NO. APPROWED: ..10N DETAIL NO. REVISIONS. 5 C A A F REVISIONS: q 1`5 D F� REVISIGYVS: A S C A D F R S C A Zy A S G A O F AIR AND VACUUM t AIR AND VACUUM REW-9O S: 1P REW.96WS• * RELEASE VALVE IIIA P " RELEASE VALVE BLOWOFF ASSEMBLY 113 THRUST BLOCK DETAIL 116 WATER VALVE ASSEMBLY 00, 1l0 c 6" & 8" MAINS _ g COVER & PAD DETAILS 112 61 d> 12/r8/D3 w° 12/46/0.1 wo 12/r6/DJ ` ` r 12/16103 ""To r2/rs/o3 anr> cn i` n c� REVISIONS LIMP u ;z design NO, DATE DESCRIPTION APPROVAL u" I T'ty'f (O.J F A T A SCw;`A["J"E Ir professionals IMPROVEMENT PLANS FOR RCT 14' w a P ' ET IL HEE a. Accepted for tructio civil engineers tend surveyors land planners --- _ � Lic.No.26,431 1998 santa barbara st san lwls obispo,ca 93401 * Expires 3/31/00 t ph:8051549-8668 • email:eda@edainc.com City Engineer Dat s�yT CIV I%- �� DESIGNED BY: `�O✓ cA1- N 742 E 1192 ;�"" SURVEY CK: =' a JE EY WAG ER RCE 26,131 DTE CITY W.O.No. SHEET e^� -- - STAFF ENG.: 37 OF G S : - 1 x , J x ' r'r AJii , 4. • 1 1 ,. -.•. r Mme,-____ r ; r i , z 1 k+ � W r/ s i : i , it t t � I • • w_ a y , j w t "'rte r ti 6 2? -•� .r ✓ ,r r'r • t r 4411 P/ j. 77 63 40 1 � r •1l rr / J r A .... , ^•,._ .may I // rr I t ••� f .-tom t 1 I •.Y / t I ! x / r s r t 1 1 , •. �`,„,:. / '" '/ � ,/~'"�- 'rte/- / / f/ i ` - �:�z,,, u F,:ty.:: .._....... � / 5 i I > 4 : iM a ^:•i • _ i ! . ... ,_ ..,.. _. .. ..., a ,.. /F „r I , I , x 1 t ; , f 3 I k i I l Y(_ ... ,..... .:.•.... ..::_ ..,.-..,. .. ,... _ h 1 - - 1. ! f .,_...:-'.�-_="',`., ..i-,=,::%�.._• ....��, ...�.�-r._-- ._,. ,. ., /. .._ -_-.� �...�._- j� , ,� x ,x I< .:X... ;X.. :..X :x- x X X• x.... � _.... ;R... _. i I ' I _.__ __. .,� ^-___ X X-"` "X X JC X- ,f.?�.._ ...:..1�.�••,,::.:,. '...X.....'...."" X TREE PROTECTON NOTES TREE PR®TECTON CHART THE FOLLOWING TREE PROTECTION PLAN IS IN REGARDS TO THE PLANNED DEVELOPMENT OF 3. CHIP MULCH: ALL AREAS WITHIN THE DRIP LINE OF THE TREES THAT CANNOT BE FENCED 13. PRUNING: CLASS 4 PRUNING INCLUDES-CROWN REDUCTION PRUNING SHALL CONSIST OF TRACT 2614 IN ATASCADERO,CALIFORNIA. THIS PARCEL IS RELATIVELY FLAT EXCEPT FOR A SLIGHT SHALL RECEIVE A 4-6"LAYER OF CHIP MULCH TO RETAIN MOISTURE,SOIL STRUCTURE AND REDUCE REDUCTION OF TOPS,SIDES OR INDIVIDUAL LIMBS. A TRAINED ARBORIST SHALL PERFORM ALL SLOPE DOWN TO EL CAMINO REAL. THE NATIVE TREES ON THE SITE CONSIST OF ONE.BLACK THE EFFECTS OF SOIL.COMPACTION. MULCH SHOULD BE PLACED UNDER THE DRIP LINES AND PRUNING. NO PRUNING SHALL TAKE MORE THAN 25%OF THE LIVE CROWN OF ANY NATIVE TREE.. WALNUT(JUDLANS NIGRA)AND 15 COAST LIVE OAKS(QUERCUS AGRIFOLIA). THE OAK TREES,WITH WITHIN THE FENCING OF TREES#1,3,5,6,7,8,9,10,14,15,AND 16. ANY TREES THAT MAY NEED PRUNING FOR ROAD/HOMY:CLEARANCE SHALL BE PRUNED PRIOR TO THE EXCEPTION OF ONE,ARE ALL MATURE TO OVER-MATURE. MANY HAVE EVIDENCE OF PAST ANY GRADING ACTIVITIES TO AVOID ANY BRANCH TEARING. FAILURES AND CAVITIES. THE OWNER ALONG WITH THE ENGINEER AND ARCHITECT,HAVE WORKED 4, TRENCHING WITHIN DRIP LINE: ALL TRENCHING FOR FOUNDATIONS WITHIN THE DRIP LINE DILIGENTLY WITH THE ARBORISTS TO SAVE AS MANY TREES AS POSSIBLE WHILE STILL DEVELOPING OF NATIVE TREES SHALL BE HAND DUG. ALL MAJOR ROOTS SHALL BE AVOIDED WHENEVER 14. LANDSCAPE: ALL LANDSCAPE UNDER THE DRIP-LINE SHALL BE DROUGHT TOLERANT OR THE LOT. CHANGES WERE MADE TO ELIMINATE SOME TREES IN POOR HEALTH WHILE SAVING TREES POSSIBLE. ALL EXPOSED ROOTS LARGER THAN 1"IN DIAMETER SHALL BE CLEAN CUT WITH SHARP NATIVE VARIETIES. LAWNS SHALL BE AVOIDED. ALL IRRIGATION TRENCHING SHALL BE ROUTED OF BETTER QUALITY. SOME BUILDINGS HAVE BEEN MOVED OR RE-ORIENTED SEVERAL TIMES TO PRUNING TOOLS AND NOT LEFT RAGGED. A MANDATORY MEETING BETWEEN THE ARBORISTS AND AROUND DRIP LINES:OTHERWISE ABOVE GROUND DRIP-IRRIGATION SHALL BE USED. IT IS THE MAXIMIZE THE DISTANCE FROM THE TREES.THE AREA AT THE NORTH EAST END OF THE PROPERTY GRADING/TRENCHING CONTRACTOR(S)SHALL TAKE PLACE PRIOR TO WORK START, THIS ACTIVITY OWNER'S RESPONSIBILITY TO NOTIFY THE LANDSCAPE CONTRACTOR REGARDING THIS MITIGATION, WILL BE PRESERVED AS A PARK AREA AND ALSO SERVE AS A NATURAL BUFFER FOR THE PARCEL TO SHALL BE MONITORED BY THE ARBORIST(S)TO INSURE PROPER ROOT PRUNING IS TALKING PLACE. THE EAST. ALL THE REMAINING OAK TREES WILL NEED CLASS IV(DESCRIBED BELOW)PRUNING TO 15. UTILITY PLACEMENT: ALL UTILITIES AND SEWER/STORM DRAINS SHALL BE PLACED DOWN THE REDUCE PROBABILITY OF FAILURE ALONG WITH SOME CANOPY RAISING FOR CLEARANCE, THE 5, GRADING WITHIN THE DRIP LINE: GRADING SHOULD NOT ENCROACH WITHIN THE DRIP LINE ROADS/DRIVEWAYS AND WHEN POSSIBLE OUTSIDE OF THE DRIP LINES. THE ARBORIST SHALL MITIGATION MEASURES DESCRIBED BELOW DETAIL HOW THEY WILL APPLY TO EACH TREE, THE UNLESS AUTHORIZED. GRADING SHOULD NOT DISRUPT THE NORMAL DRAINAGE PATTERN AROUND SUPERVISE TRENCHING WITHIN THE DRIP LINE, ALL TRENCHES IN THESE AREAS SHALL BE EXPOSED TOTAL NUMBER OF TREES TO BE REMOVED FOR THIS PROJECT IS FOUR WITH A TOTAL DIAMETER OF THE TREES. FILLS SHOULD NOT CREATE A PONDING CONDITION AND EXCAVATIONS SHOULD NOT BY AIR SPADE OR HAND DUG WITH UTILITIES ROUTED UNDER/OVER THE ROOTS, ROOTS GREATER 235 INCHES. THERE ARE SEVERAL LOCATIONS WHERE REPLACEMENT TREES COULD BE PLANTED LEAVE THE TREE ON A RAPIDLY DRAINING MOUND. THE ROADWAY ELEVATION NEAR TREES#3,5,6, THAN 2 INCHES IN DIAMETER SHALL NOT BE CUT. THE PROPOSED ROAD WILL BE CONSTRUCTED ON SITE. 7,AND 8 SHALL BE DESIGNED AS CLOSE TO ORIGINAL GRADE AS POSSIBLE, THE GRADE CAN BE BETWEEN TREES#5/6 AND#7/8. THESE AREAS ARE OF THE GREATEST CONCERN FOR THE PROPER SLIGHTLY RAISED NEAR THESE TREES HOWEVER IT CAN ONLY BE LOWERED 6-8 INCHES MAXIMUM, TRENCHING DESCRIBED HERE. THE TRENCHING IN THE.ROADWAY NEAR TREES#3 AND 9 SHALL BE IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE A COPY OF THIS TREE PROTECTION PLAN TO OTHERWISE MAJOR ROUTS WILL BE ENCOUNTERED. SHIFTED AS FAR AWAY AS POSSIBLE. THE TRENCHES REQUIRING THE DEEPEST EXCAVATION SHALL ANY AND ALL CONTRACTORS AND SUBS THAT WORK WITHIN THE DRIP LINE OF ANY NATIVE TREE. IT BE LOCATED THE FURTHEST AWAY FROM THE TREES. IS HIGHLY RECOMMENDED THAT EACH CONTRACTOR SIGN AND ACKNOWLEDGE THIS TREE 6. EXPOSED ROOTS: ANY EXPOSED ROOTS SHALL BE RE-COVERED THE SAME DAY THEY EXPOSED- IF PROTECTION PLAN. WERE ESED-!F THEY CANNOT,THEY MUST BE COVERED WITH BURLAP OR ANOTHER SUITABLE 16. FERTILIZATION AND CULTURAL PRACTICES: AS THE PROJECT MOVES TOWARD COMPLETION, MATERIAL AND WETTED DOWN 2X PER DAY UNTIL RE-BURIED. THE ARBORIST(S)MAY SUGGEST EITHER FERTILIZATION AND/OR MYCORRHIZA APPLICATIONS THAT ALL TREES POTENTIALLY IMPACTED BY THIS PROJECT ARE NUMBERED AND IDENTIFIED ON BOTH WILL BENEFIT TREE HEALTH. MYCORRHIZA OFFERS SEVERAL BENEFITS TO THE HOST PLANT, THE GRADING PLAN AND THE SPREADSHEET. TREES ARE NUMBERED ON THE GRADING PLANS AND 7. PAVING WITHIN THE DRIP LINE: PERVIOUS SURFACING IS PREFERRED WITHIN THE DRIP LINE INCLUDING FASTER GROWTH,IMPROVED NUTRITION,GREATER DROUGHT RESISTANCE,AND IN THE FIELD WITH AN ALUMINUM TAG, TREE PROTECTION FENCING IS SHOWN ON THE GRADING OF ANY NATIVE TREE. HOWEVER,CERTAIN SITUATIONS EXIST WHERE PAVERS MAY NOT BE THE PROTECTION FROM PATHOGENS. POTENTIAL RECIPIENT TREES IN THIS PROJECT ARE TREES#1,3,5, PLAN.IN THE FIELD,TREES TO BE SAVED HAVE YELLOW TAPE AND TREES TO BE REMOVED HAVE BEST MITIGATION. IF THE ROADWAY IS TO BE USED FOR COMMERCIAL VEHICLES,THE 6,7,8,9,10,AND 16. RED TAPE. OVER-EXCAVATION FOR THE BASE SOMETIMES EXCEEDS TWENTY FOUR INCHES. THIS EXCAVATION WOULD REMOVE THE ROOTS, NON-COMMERCIAL USE OF PAVERS IS MORE APPROPRIATE AS THE THE INCLUDED SPREADSHEET INCLUDES TREES LISTED BY NUMBER,SPECIES AND MULTIPLE STEMS TREE RATING SYSTEM EXCAVATION IS MUCH LESS, PAVERS MUST BE INTERLOCKING WITH A MINIMUM OF 10%VOID SPACE IF APPLICABLE,DIAMETER AND BREAST HEIGHT(4.5'),CONDITION(SCALE FROM POOR TO BACKFILLED WITH PEA GRAVEL. GEO-TEXTILE FABRIC SHALL BE PERMEABLE, THE ARBORISTS EXCELLENT),STATUS(AVOIDED,IMPACTED,REMOVED,EXEMPT),PERCENT OF DRIP LINE IMPACTED, A RATING SYSTEM OF 1-10 WAS USED FOR VISUALLY ESTABLISHING THE OVERALL CONDITION OF WOULD LIKE TO INSPECT THE MATERIAL PRIOR TO INSTALLATION, MITIGATION REQUIRED(FENCING,ROOT PRUNING,MONITORING),CONSTRUCTION IMPACT EACH TREE ON THE SPREADSHEET, THE RATING SYSTEM IS DEFINED AS FOLLOWS: (TRENCHING,GRADING),RECOMMENDED PRUNING AND INDIVIDUAL TREE NOTES. A VIABLE ALTERNATIVE FOR A COMMERCIAL APPLICATION WOULD BE TO INSTALL PERFORATED PIPE RATING CONDITION VERTICALLY TO A DEPTH OF TWENTY FOUR INCHES DIRECTLY INTO THE ASPHALT. THE PIPES IF ALL THE ABOVE MITIGATION MEASURES ARE FOLLOWED,WE FEEL THERE WILL BE NO ADDITIONAL _ SHOULD BE FOUR FEET ON CENTER WITH A GRATE ON THE TOP. THEY CAN BE BACKFILLED WITH'/2 LONG-TERM SIGNIFICANT IMPACTS TO THE REMAINING NATIVE TREES. 0 DECEASED INCH GRAVEL. THE ARBORISTS CAN DISCUSS THIS ALTERNATIVE IN MORE DETAIL.THIS VERTICAL TUBING SHALL BE INSTALLED WITHIN THE DRIP LINES OF TREES#3,5,6,7,8 AND 9. 1 EVIDENCE OF MASSIVE PAST FAILURES,EXTREME DISEASE AND IS IN SEVERE DECLINE. 2 MAY BE SAVED WITH ATTENTION TO CLASS 4 PRUNING,INSECT/PEST ERADICATION AND 8. EQUIPMENT OPERATION.- VEHICLES AND ALL HEAVY EQUIPMENT SHALL NOT BE DRIVEN CHIP TAMAGNI FUTURE MONITORING. UNDER THE TREES,AS THIS WILL CONTRIBUTE TO SOIL COMPACTION. ALSO THERE IS TO BE NO CERTIFIED ARBORIST#WE 6436-A 3 SOME PAST FAILURES,SOME PESTS OR STRUCTURAL DEFECTS THAT MAY BE MITIGATED PARKING OF EQUIPMENT OR PERSONAL VEHICLES IN THESE AREAS, ALL AREAS BEHIND FENCING BY CLASS IV PRUNING. ARE OFF LIMITS UNLESS PRE-APPROVED BY THE ARBORIST. 4 MAY HAVE HAD MINOR PAST FAILURES,EXCESSIVE DEADWOOD OR MINOR STRUCTURAL DEFECTS THAT CAN BE MITIGATED WITH PRUNING. 9, EXISTING SURFACES: THE EXISTING GROUND SURFACE WITHIN THE DRIP LINE OF ALL OAK 5 RELATIVELY HEALTHY TREE WITH LITTLE VISUAL STRUCTURAL AND OR PEST DEFECTS. TREES SHALL NOT BE CUT,FILLED,COMPACTED OR PARED,UNLESS SHOWN ON THE GRADING 6 HEALTHY TREE THAT PROBABLY CAN BE LEFT IN ITS NATURAL STATE, PLANS AND APPROVED BY THE ARBORIST. 7-9 HAVE HAD PROPER ARBORICULTURAL PRUNING AND ATTENTION OR HAVE NO APPARENT 10. CONSTRUCTION MATERIALS AND WASTE: NO LIQUID OR SOLID CONSTRUCTION WASTE STRUCTURAL DEFECTS. SHALL BE DUMPED ON THE GROUND WITHIN THE DRIP LINE OF ANY NATIVE TREE. THE DRIP LINE LEGEND 10 SPECIMEN TREE WITH PERFECT SHAPE,STRUCTURE AND FOLIAGE INA PROTECTED AREAS ARE NOT FOR STORAGE OF MATERIALS EITHER. SETTING(I.E.PARK,ARBORETUM). 11. ARBORIST MONITORING: AN ARBORIST SHALL BE PRESENT FOR SELECTED ACTIVITIES THE FOLLOWING MITIGATION MEASURESIMETHODS MUST BE FULLY UNDERSTOOD AND FOLLOWED (TREES I;DENTIFiED ON SPREADSHEET AND ITEMS BULLETED BELOW), THE MONITORING DOES NOT SCALE IN FEET BY ANYONE WORKING WITHIN THE DRIP LINE OF ANY NATIVE TREE, ANY NECESSARY CLARIFICATION NECESSARILY HAVE TO BE CONTINUOUS BUT OBSERVATIONAL AT TIMES DURING THESE ACTIVITIES, WILL BE PROVIDED BY US(THE ARBORISTS)UPON REQUEST. IT IS THE RESPONSIBILITY OF THE OWNER(S)OR THEIR DESIGNEE TO INFORM US PRIOR TO THESE TREE NUMBER PER ARBORIST REPORT EVENTS SO WE CAN MAKE ARRANGEMENTS TO BE PRESENT. IT IS THE RESPONSIBILITY OF THE r'� 40 U 40 80 1. FENCING: THE PROPOSED FENCING SHALL BE SHOWN IN ORANGE INK ON THE GRADING PLAN, OWNER TO CONTRACT(PRIOR TO CONSTRUCTION)A LOCALLY LICENSED AND INSURED ARBORIST /J IT MUST BEA MINIMUM OF 4'HIGH CHAIN LINK,SNOW OR SAFETY FENCE STAKED AT THE EDGE OF THAT WILL DOCUMENT ALL MONITORING ACTIVITIES. THE DRIP LINE OR LINE OF ENCROACHMENT FOR EACH TREE OR GROUP OF TREES. THE FENCE TREES TO REMAIN #1, 3, 5-10, 12, 14, 16 SHALL BE UP BEFORE ANY CONSTRUCTION OR EARTH MOVING BEGINS. THE OWNER SHALL BE PRE-CONSTRUCTION FENCE PLACEMENT ( ) RESPONSIBLE FOR MAINTAINING AN ERECT FENCE THROUGHOUT THE CONSTRUCTION PERIOD. THE ARBORIST(S),UPON NOTIFICATION,WILL INSPECT THE FENCE PLACEMENT ONCE IT IS ERECTED. ANY UTILITY OR DRAINAGE TRENCHING WITHIN ANY DRIP LINE AFTER THIS TIME,FENCING SHALL NOT BE MOVED WITHOUT ARBORIST INSPECTION/APPROVAL. IF �r R E V I S 10 N SN THE ORANGE PLASTIC FENCING IS USED,A MINIMUM OF FOUR ZIP TIES SHALL BE USED ON EACH ALL GRADING AND TRENCHING NEAR TREES REQUIRING MONITORING ON THE SPREADSHEET TREES TO BE REMOVED( 2,4, 11, 13) i m STAKE TO SECURE THE FENCE. ALL EFFORTS SHALL BE MADE TO MAXIMIZE THE DISTANCE FROMX CITYdesign NO. DATE DESCRIPTION APPROVAL EACH SAVED TREE. THE,FENCING MUST BE CONSTRUCTED PRIOR TQ THE CITY PRE-CONSTRUCTION 12. PRE-CONSTRUCTION MEETING: AN ON-SITE PRE-CONSTRUCTION MEETING WITH THE � IMPROVEMENT PLANS FOR � MEETING FOR INSPECTION BY THE CITY AND THE ARBORISTS. ARBORIST(S),OWNER(S),PLANNING STAFF,AND THE EARTH MOVING TEAM SHALL BE REQUIRED FOR \ professionals TRACT 2614 � THIS PROJECT. PRIOR TO FINAL OCCUPANCY,A LETTER FROM THE ARBORIST(S)SHALL BE 2. SOIL AERATION METHODS: SOILS WITHIN THE DRIP LINE THAT HAVE BEEN COMPACTED BY REQUIRED VERIFYING THE HEALTH/CONDITION OF ALL IMPACTED'TREES AND PROVIDING ANY TREE PROTECTION FENCING (ORANGE) ... ...X X ..�. -- Id TREE P R7T CTI N HEAVY EQUIPMENT AND/OR CONSTRUCTION ACTIVITIES MUST BE RETURNED TO THEIR ORIGINAL RECOMMENDATIONS FOR ANY ADDITIONAL MITIGATION. THE LETTER SHALL VERIFY THAT THEY .( P. Acceted Structi ° . n. STATE BEFORE ALL WORK IS COMPLETED. METHODS INCLUDE WATER JETTING,ADDING ORGANIC ARBORIST(S)WERE ON SITE FOR ALL GRADING AND/OR TRENCHING ACTIVITY THAT ENCROACHED ,�, � �j p a, MATTER,AND BORING SMALL HOLES WITH AN AUGER(18"DEEP,2-3'APART WITH A 24'AUGER)AND INTO THE DRIP LINE OF THE SELECTED NATIVE TREES,AND THAT ALL WORK DONE IN THESE AREAS 4 � 2 civil engineers Land surveyors land planners � THE APPLICATION OF MODERATE AMOUNTS OF NITROGEN FERTILIZER. THE ARBORIST(S)SHALL WAS COMPLETED TO THE STANDARDS SET FORTH ABOVE. 1998 Santa Barbara st san luis obispo,ca 93401 ADVISE. � Lic.No.26,431 ,� * Expires 3/31/06 * ph:8135/549-8858 ' email:oda@,edainc.com Engineer De CIV tL �� DESIGNED BY: CAL,F ___ N 742 E 1192 M SURVEY CK: CAI c� J R P,WA ER RCE 26,431 DTE -�- CITY W.O.No. SHEET STAFF ENG.: REVISIONS APPROVALS RE ASIONS APPROVg6§ REMSIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS pESCRIPT10NS BY DATE APPROVED COUNCIL RESOLUTION NO.26-92 3/10/92 SCRIPT! NS Y A APPR FT 1TON 6-• 10 PTI NS I$Y DA APPRCf N UTIQN hip. -9 3 10 8 Q CRI li By DA'TL APPR © C NCI FiE50 U"ITON N 2!�_g 3 4 DESCRIPTIONS BY DATE AP PROVED COUNCIL RESOLUTION NO. 26-92 3 ICI 92 BACKFILL AND DETAILS K 901 INSPECTION lA NOTE;. COVER LETTERED 2-1/4" • 6" BEHIND 4' ATTACHED SIDEWALK 1N MINIMUM COVER--BOTH CASES "MONUMENT"OR RESIDENTIAL ZONES OR AS OTHERWISE SSR MAINS 4S"MIN. "SURVEY" BURNISH ENTIRE APPROVED.BY THE CITY ENGINEER. WATER 36" TOP SURFACE CUT EXISTING ROADWAY TO PROVIDE VERTICAL 12" COMMERCIAL ZONES TELE., POWER 24" 1 1/4" SURFACES AND SQUARE CORNERS. AFTER TRENCH GAS �{}" 04� S� RESSTA14T HAS I BACKFUED. CUT EDGE WALL BE STORMDRAIN 48' MIN. SIM2AfGHT AND NAT'IN APPEARANCE. POWER STREET LIGHT OR COVER (SOTTO ) NO SCALE F.M. PROVIDE MIN 12" BENCH TELEPHONE P.C.C. CURB INTO UNDISTURBED AND GUTTED# / Ct FINAL MATCH EXISTING ASPHALT DEPTH ROAD UNDISTURBED (BOTH SIDES) A 13-3/4" COMMERCIAL REQ PROPERTY """"� 18" GRADE 12" TYIMIWMLIM DEPTH. - 4" ARTERIAL. ) NORTH OR ST SOUTH OR EAST g• BRASS CAST IN SAND. / 2 114" LINE � � PIPs~ JOINT(TYYP) �"""""""""�,�3" = EC:TOR, 2" RE N11AL -�"�#�-- HAIL C!i R f W' ' HALF OF R/W LEAVE ROUGH. 12-•--.I �1 S" MIN. m�%, � mO / ��SANTTA#tY O $~� v ate!�tp�c„pyo v p4 � A ® a a e o• 0 � v p~ � A / SEALS S� WA"CER MA�1 I. MIN, � 3' MIN. ••• ANGOR OR PIN,TYP. 1� SS'X EWF I RLLATI COMPAC710N s, &, app .- (3)THREE _ 1!a" STOP rliiiiw�. MIN. 6- CLASS 2 Q PLACES. �112, 24a AGGREGATE BASE I ANDPOWT.V.PHONE, AND T. L "A" CAP SECTION WA G 5 SEE DETAIL "A" SEE NOTE BELOW COMPACTED SAND, APPROVED I BELOW NOTE: CONCERNING TRENCH 1,ENGINEER OR SURVEYOR SETTING THE MONUMENT SHALL IN TESTS. INSTALL--' ��Y��"� INDICATE EXACT POINT BY MARKING A CROSS ON THE CAP. �C SANDST DRAIN !SE R HE SHALL ALSO STAMP HIS LICENSE TYPE&NUMBER. FACE OF CLQ TRACERAPE CASE I ► -- 2. EQUAL. WELL TO BE BROOKS PRODUCTS No.4TT OR PROPERTY� (P.C.0 CURB AND GUTTER) ! FH s R LAnv� COMPACTION COMPACTED SAND NOTE- OR I �r OR NULAOVEif3 STREET CROSSINGS BY UTILITIES REQUIRE A MINIMUM SECONDARY POWER CABLE T.V. I*-VI! MIN. GRANULAR MATERIAL OF 30w COVER AND TO BE AT RIGHT ANGLES ALL CONTACT SURFACES TO WHEREVER POSSIBLE. TI 1!~PHO N Z LETTERS DEPRESSED BE MAC"ED �_1 4" MTA TSI MAiN PRIMARY POWER � 1132"DEEP"U"CUT f * AFTER BURNISHING. C`� RESIDENTIAL ZONES JMIE!��T 25•-13 s ..w• ,A•.w,r•,••I r DETAIL "A" RI N STOP �s ri+'.�:s.rv�•�t;.t�'*Y:hw�,� off,. 1a' ` T\{S�R RING -- y, w�7fV► QM AND /�°�A iw f�i» �iM.1r 1.`�w,t.`.W•��` .� •. y �•" sS•e al.. � N S rx NO SCALE 23--11//32" w .7.� wt'.j\,�:f-. /•�•.M, wM ,`.�; .L. 04; m NF/ls �.s• �.'*r. MIN ,e . f ( � e�. MAX F. MAX ,�,• i 13 3rd° [_ PAVEMENT Q.cf C A 1q TAPER i'� +t �' <<r:«%��::«%+F:. ,A+r, f;•:«''a',:�`;:a. N&7R?N OR 11VIrS`C SOUTH OR EAST S� - P �U 6. ✓ /• \/ «:s:p /p J 6 BELOW FL HALF OF R/W HALF OF R/W ,rr.�..1.•.•: 1 ' L sun CONCRETE t PRQPI.RTY (IF.H. " ` UNE I 10 1/4"DIA. ,I„ COLLAR a " ..T" A CITY ENCROACHMENT PERMIT AND "Y" "X" X. "Y" •.• BRCAP °J S 31-1 2" -4 x..--12 1_g MiN. INSPECTION ARE REQUIRED FOR MAX MAX. i [�R V E `� TRENCHING IN PUBLIC OR COLONY WAVIER !MAIN GREATEST O.D. DIMENSION Milt#iT-CIf NpAYS. POWERAND ,VP ONE, 30„ O�U�E� SOUTHSAY FOUNDRY 1 AT PIPE JOINT�a OR APPROVED EQUAL SEE DETAIL "A" CAP PLAN t t 2"GALVANIZED -• ONE YEAR INSPECTION CRITERIA FOR TRENCH: ABOVE IRON PIPE FiLLED � RB AND 51130 1I� 1) S'URF'ACE SHALE.� A MAXIIMUM OF 1/4" ABOVE OR BELOW STRAIGHT UNE FROM EDGE OF TRENCH. STREET WIDTH "X" "Y" MAX. STOR DRAiN Si R WITH CONCRETE 2) MAXIMUM tIW ABRUPT HIEN OR LAW POINT: SECTION A-A NC3T'E: CAPACITY SHALL, ISE ADEQUATE FOR NOiL ALL BORES ARE STANDARD METER Mme. 3) MAXIMUM 1/16" CRAM AT� 20• &26' 4' 3' NO SCALE STATE H2O-SIMS TRAFFMC LOADING 4) NO EXCESS RAVELING IN TRENCH ASPHALT. CASE iI 32• 4 4 WITH OR WITHOUT A.C. DIKE DRAWN BY: CITY OF ATASCADERO 5) NO ALLIGATOR CRACKING OUTSIDE TRENCH CAUSED BY TRENCH CONSTRUCTION. ( ) CITY OF ATASCADERO �'� ( ATArGA { p DRAWN BY: CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. .A.C. ENGINEERING DEPARTMENT i RAWINCa NO. JEI%• NGINEERINO DEPARTMENT DRAVITING NO. DRAWN TBY' CITY OF ATASCADEROC.A.C' ENGINEERING DEPARTMENT DRAWING NO, DESIGNED BY. l•: JAV IaRAWING N®. p SIGN E3Y: J. SIGNED BY: ENGMNEERTNC: pEPARTMENT � 426 �}� 2� WATER SERVICE/HYDRANT �� %K a 2T ' sa LOCATi®`N �� UTILITIES �a� 2/27/92 STANDARD STREET MONUMENT SEWER MANHOLE COVER FILE NAME: LOCATIONS ' a TRENCH REPAIR REQUIREMENTS �� EI NAM : FILE 6.DDw AT701.D A O,rVk' A 02a. WSI' COum, Hol.(E K'LOMETER"OST .,>irrT;TO A( G SI'. COVN1� NUUIE IC!L OME TER F'0�7 `>Ilr'T' A TOTA,- �ft(.1.;EC7 \0. Sr1ES-S Retaining Curb if 70T AI PR•?JEi- tali IS-EE is necessary of edge �-• Raised Island .�g� Retaining cure of sidewalk -.•\ i i curb of$e ry constructretaining Sf e passagewayr r' I. r- If recce 150 mm 'r if necessary at 150 mm Typ T A edge of Sidewalk Detectable ' -- to drain 2% mox �� Fclsrr�ro::vn :NCINr:.a oa0•ess,oryy\ Sidewalk �I �! Typ .53 m Mt i edge of $tdswpNr 1.; m Min f� lttr#� `.r!'•r u - <nar s: WcR-nin • N: See Nate$ FC tCt:PF'17(;Iti'1 SNC INFF� �, °; ., .50 mm y T p Surface, �w� Hector t„ t /. Hector i roo e Note 3 cue as See -! l t0 and 1 t - ---....._.__x....__.....__,.,. / PsriQSs>a Y, Grooving. se S Not JWy 1,2004 i> faCct A] Nate 7-,` Ni 8,33% 2% Mqx 33% Sidewalk I _ Sidewalk July 1,2004 ( tgTsst 2 rrnd 4 PLANS APPNJcA_GATE C4T4aI . 1 _ X pax: PIANS AF'P(,Oi/At GATE •"• 1 ° �. MaX nno•u0«aa.ncocw. -3t-� ?n o��R Curb romp. C-nGfn;Nn rx••hs Mfcrrs x � » "- ed of xI c 8.33% gg 8.33!. ___- r _ r. - See Noe 10-- ro Srr,A!o. _--_._._.. 3 ; 1 •iiiii �� 1 r oSlt'Yy'shalt r:W Oe r�oeconsrt�a fcr rrk axuroy s� flYll ' g$ tx ,........_____ _..._.._ lar Starr ret i amu,r,rHri ar ns nfN,'rr!I nr u - � 3 m,_Mi n t } x N; X c 88 �8 1,5 ii. , X Mox o�Qn Max x ,M;r.•s sriirnr,x/U^rcar�.rslive fol Irx oo.',rrxy ••1 q `.Y:t r '� o oc0000 j 7iiii:i• t', or r-om,yotrw�s,s M Wrr:rrdr7:::nplcs:�tNs p,r,n 7 Sidewalk\ � N`� � -N1� �p /��a tl�c�p yo ./ x;N °��o'0�co4p°°iwo 1 ti.. N�C .....•i ,q.. �c -588 Note 5 dn,x.^, �'C,,�rt� Nete 7 ;ff 8s >rrrrntxrn:ros.c rrf nhx:r,•nn!^<.np.'c;:�r.�.s.:l..n `P r,<i•�/ '0 n'1Q0'd y� �� 1 tv i:::::: -'1 __. ae`. 00010 2Y Max 8.33% Sidowolk �. i , mi o _�_.-___._ ._M._-..-_..-.,....__ ____..-._.-.__..._..___ _` .v get to me cu!trcns web site.go to.tarp:/,�www,do,C(;.gW dOTEs To ystto tfw Crih'on;wf-b::te,vv to:foto,,xxw.ca..cc.yn' �Iu d8x8#8 8 x Max i F� oo 0.056P O!p, r rn n or N1ObU X I>r8�; j ( ••''\ 82 r^4088' tt 0001008 88°�° t, As site conditions dictate, Case A through Case G curb romps may be 614- °6t4- " �gg �tl }�j p E i ,��130%Max ec°ao oo 10%Max 1 o 008 88 $S ZIRB�R X$ 1 / t� owoSS ooagg owg.-ooa \11- used for corner instatiotions similar to those Shown in Detail A antl ao 00 0 �,, r m at Cllr 8 goao8 t Curb O�oQ.°oo8c•� Front edge a $@C - °Oo QOo' �,� I� / See Note 5,----H - --� x^0 .000 ---- �xa. Front of sfdewo�c See Notes Note 7, Detail B. The case of curb romps used in Detail A do not have to be 8 �,I � g. x- °�8 a8°rxorn �--NOX the some. Case A through Case G curb rams also may be used at -- t 0000 110000 at our j edge of 10 and 1 i g P I000a aoo't'a sidewalkCASmid block locations,as site conditions dictate. A Oetectobte warning i i i 2. If distance from curb to back of sidewalk is too short to surface, See Notes 4 / BCR Curb ramp, #�- - See Notes;10 and II A A accommodate ramp and 1,22 m platform (landing) as shown in Case A, and 6. ___.__." C-OSSwolk p See Note 10--�-.. 466A - Sidewalk '"if prowldeal sae / A the sidewalk may be depressed longitudinally as In Case B,or C or NflTCJ- .... _- may be widened as in Case 0. / - Sidewalk CASE CM CURB RAMP � ; / 1. Sidewalk, ramp and passageway thickness, "T", shall be r See Front edge See ,c X 3. When romp is located in center of curb return, crosswalk 4 90 mm minimum. 1 r� A Note 7 of sidewalk Note 7-, "3 �+ -l0% Max configuration must be similar to that shown for Detail S. F` `/ at curb 2. Minimum width of passageway through raised islands shall -tel o � Yq ,�.:_ _ _._.�. , 4, AS site conditions dictate, the retaining curb side and the flared / be 1.22 m,except for locations where right 4f way Sidewalk c n� se® Sidewalk 150 mm ISO mm Front side of the Case G romp $hall be constructed in reversed position, ! restrictions,natural barriers,or other existing == edge of :-Gutter See Notes Nib! jSee 7 -Retaining curb conditions create an unreasonable hardship, the clear Typ Typ__ sidewalk, flowline see 10 and 11 -1 5 pMOM dovl= c 5. (f located on a curve, the sides of the romp need not be poro!lel, if necessary /% width of the passageway may be reduced to 915 mm. Nate 7, �! t ° ® 88p88880 Retaining .- i but the minimum width of the romp shall be 1.22 m. --- 1- I \ �% Max 4 o.�X B io a O o. I .-_.. -P--4•+ r grooving ramp, Front 0000 080 Curb (both C t 3. for details of roovin used with Case CM curb ram see i - at curb 0 tl0000 a 8«8� 888 I 6. Side slope of ramp flares vary uniformly from a maximum of 10% at ® 2% Max f Standard Plan A88A• edge Of 0000 0000 sides of a000rr+Cx ooa I j sidewotk t0%Max °8&80° oa °r ram ) °0880oao800 curb to conform with longitudinal sldewoik slope adjacent to top of /` at curb P 0p _ _ the ramp,except in Case C dna Case f, '� See Note 6 4, For details of detectable warning surfaces,see Standara � sEcriaN A-A Plan AS$A, 22 m Mt 7. The curb ram shall be outlined as shown, with a 300 mm wide °_ 7.2-.-t t Front -- -r�i See Notes 10 Retainin 22 m M: See Notes td p e+w auM: o ' 4~'nw�WM edge of 4/ -'-"'-' " and tt border with 6 mm grooves approximately 20 mm on center,See Po Py C 5. Where an island passage way length is less than t.8 m, 000 008' 1 Monti n00a�Y 0000 and I! Curb---/ A grooving detail. ,p TYP 1- .T A Y the detectable woring surface shall extend the full width CL 10% Max 900_.I0co°o°oa 10% M4X real° b rx o sidewok g ■iia pt CUrb . °•0000°°,8 80oa t Curb area. Ono Ono i TO - and full depth of the passage way length. where an 00 Retaining CE 600 mm 8. Transitions from ramps to walks, gutters or streets shall be flush .- Clear passageway island passage way length is greater than or equal to40 r l Curb (both Straight and free of abrupt changes. "' .8 to but tss than ;4 width pre et c mbl depth of g surface _.._.___......__ __.. _ .. sides of Curb-I- See Note 4w ._... '22 m --See Notes iO I � -' Vqr 3 !min " «+ 150 mm Typ -Surface of raised island 1. , e n t r sur A «r `� romp) 11.5 mm 9. Maximum slopes of adjoining gutters, the road surface immediate) s ell wld d m p t � 1 g � � Y � � '}- � f�� Raised island-� passage•way length. Where an island passage way Mm anal li Top Dia-•*l w5 adjacent to the curb ramp and continuous passage to the curb romp length Is greater than or equal to 2.44 m,a detectable `Mtn t*-t5p mm Typ shall not exceed 5 percent within 1,22 m of the top or bottom of a N Min "See Note 5 warning surface shall extend the full width and 914 mm z �+�C (+ 23 mm the curb romp, z Detect�rlm aepth of the passage way length. v base Divx`j / T Surfacer iiiii::;i:::i 6. For Case CM curb romp, the edge of the detectable warning 10.Curb ramps shat! hove a detectable warning surface that extends Retaining curb-�- p g g \�A c? O the full width and 914 mm depth of the romp.Detectable Warning See Notes t3 surface nearest the street shall be between 150 mm and Sidewalk 17 _.-,- oca > Surfaces shall conform to the details on this plan and the 2 and 4 { c e SECTION B_B < 205 mm from the gutter flowline. a AISE T CATLQ QOME requirements in the Specie! Provisions. W curb ramp, � Approximately 20 mm, 5idewatk o�� ---�-- R" r-iii::;: 7. Transitions from ramps to walks, gutters or streets shall (� i w i Sae Note 10-__ �, .Y 6 6 w .i 9p 4 ((.Tree edge of the detectable warning surface nearest the street { Raised Island �'c r .� 5@a Note 5 be flush and free of abrupt changes I ro, �?,�, x r 2 mm shotl be between 150 mm and 205 mm from the utter fiow!ine. , Nim ig j' "ti = W ° 0 ._ F -�. ro ,� .�� / Center to g Slope passageway i _. -t " .i; 8. Maximum stupes of adjoining gutters, the road surface c m z center Spacing - 0 � " 12.Sidewalk and ramp thickness, "T", shall be 90 mm minimum_ i to drain 2% max F immediately adjacent to the curb ramp and continous / B .;.'Y:• c o� passage to the curb ram shol t not exceed S percent 989YING DETAIL 4 4 <, �'� a ! 0 0 © _ E ��. �, afl g p J► 4 �o. p sir, t 3,Utility f i ty putt boxes,manholes, void is and all other utility!i ty foc i I i t les I, B I ` d within 1.22 m of the top or bottom of the curt) ramp.. within the boundaries of the curb ramp will be relocated or Sae Note 5 I See Note 0 a 0. adjusted to grade by the owner prior to,or in conjunction with, _._ ; ' ca 9. Utility pull boxes, manholes,vaults and all other utility - Curb ramp, 0 c Curb ramp, i curb romp construction. - o<• 0 > ,� j facilities within the boundaries o. the curl? romp will be * See Note 10 0€ c See Note l0 8 g N.3 f relocated or adjusted to grade by the owner prior to. \o f 60 mm 14,For retrofit conditions, removal and replacement of curb apron ! c 8€ �, Slope passogawoy or in conjunction with,curb romp construction. ra. 600 mm Straight Curb apart will be at the Contractor's option,unless otherwise Shown on 1 to drain 27 Max ®a° p" project plans• See Nate 5-- t+- �b 10.For additional curb romp details, see Standard Pion A88A. 4 Detectable Crosswalk If provided Limit of pay ( v Curb ramp, ti > warning surface. N d' --._...__..._._.___. g yes Note 10 'o�a�t�9 1'A lel See Rounded- I.22..._m Min 1 (Jo Sae Notes 2 and 4 o T21CAL ONE- AMP Nate 14_r �____ __ _ _I �J / T T , Sidewalk ifl1ARNI.NG 5LIRFACI _-- - } IIr� _INAI.LATION See Nate 10 tx T Gutter See See Notes 1 and 3 Note 9 i ,4 ftawftne Top 1.22 m Exis#Ing Curb and sidewalk o a 3 See Note 9 ,\ fT -_ ___ } ' ` � _ _ j w ,_ ,., a � STATE OF CALIFORNIA J STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Retaining curb -- 8.33% Max 2% Mox T OEPARTM£NT OF TRANSPORTATION F�ariv' if necessary- ND 5ECTION A-A ;f curbif Retaining i Raised Island' y wMP /� s* Gutter Top of RoundedA _ 1.22_m_.Min_�, E necessary ; ISLAND PASSAGEWAY DETAILS flowline • - Gutter _ __ __ r CURB R A I�il'P E T A I L S -- Crosswalk if provldeDE'�A�� T _ flowline. -!--- - r NO SCALE A PASSAGEWAY TYPE_C,.PASSAGEY�AY Na SCALE TYPE (3.33% Max j __.�__. -, _. r `Sae Note 9 SI:�TI�N Qw8 2'!. Max T } ALL DIMENSIONS ARE IN w 8 TYP! �� R NS ALL _IMN Se$ ALL OTMEN5[ON5 ARE IN MILLIMETERS UNLESS OTHERWISE SHO" A TWO-RAMP B Note MILLIMETERS UNLESS OTHERWISE SHOWN /A pply y See Nate 1 Depress ®retire sidewalk as required Note 9 EA88A R7/� $� T� 47 iV REVISIONSAORNIL C14 CITY UF ATASCADERU design NO, DATE DESCRIPTION APPROVAL professionals IMPROVEMENT PLANS FOR U _ TRACT 2614 / � DETAIL SHEET a E' '9 Accepted f 5tI"LICtl civil engineers land surveyors ' land planners7- 1998 � Lic.No,28,431 �' santa barbara st san luis Obispo,ca 93401 _ •" - - * Expires 3/31/08 * ph:8051549-8658 email.eda@edainC.cam City Engineer ate CTV 1� �� DESIGNED BY: qTF O C:A1-�F � _ N 742 E 1192 m _ SURVEY CK: J R Y P.WA ER RCE 26,431 ATE CITY W.O.Na. SHEET STAFF ENG.: OF 4ry � r WHEN ARE INLINE DRAINS USED? THE INLINE DRAIN CAN 6E USED TO ENTER ANTHE INLINE DRAIN CAN BE THE BEGINNING OF A DRAIN LINE ------- EXISTING LiNE BY USE OF A.RISER AND ATEE FIELD GLUE. JOINT RISER -- FIELD GLUE JOINT 3"TO 48"EXTENSION j 3"TO 48 EXTENSI ON I I - `� NYLOPLAST DROP IN GRATES FIT INSIDE TEE ADS N-12,SEVVER SDR 35,IPS SCH 40 PIPE TYPICAL INSTALLATIONS r- 10"INLINE DRAIN _- /-DRAIN BASIN INLINE DRAIN I �----- f2"DRAIN BASIN TYPICAL INSTALLATION OF / _� 4"ON BODY SIZES 12',24" 4"ON BODY SIZES 12'-24" NYLOPLAST DRAIN BASIN AND INLINE DRAIN I 6"ON BODY SIZE 30" I 6"ON BODY SIZE 30- VARIABLE ! INLET ADAPTERS VARIABLE ELEVATION e i I \ CAN OE PUT ON } 40"INLINE DLAW RAIN --- ANY ANGLE l�'ATERTIGHT ADAPTERS AVAILABLE FOR,ALL PLAS FIC PIPING SYS ISMS - FIELD GLUE JOINT WHEN ARE DRAIN BASINS USED? 1:CHANGE ELEVATION 4 CHANGE DIAMETER 3:CHANGE PIPE 4 CHANGE DIRECTION 7"TO 48"EXTENSION CORRUGATED 15" POLY PIPEdrohw_--_ -A u 3"ON BODY SiZES 8"&10" �. SMOO THW'AL L PVC THIS PRINT DISCLOSES IJOJECTMATTER IN WHiCH DRAWNDY AWA MATERIAL 3138VERONAAVE THIS PRIM DISCLOSES SUBJECT MAT TER IN WHICH BRAWN RY AWA MATERiAL 3130 VERONA AVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHCH DRAWN 9Y CJA MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIE TARY FIGHTS.THE RECEIPT BUFtMtD,GA 3%9 NYt OPLAST HAS PROPR IETARY RIGH S T HE RECEIPT BUFORD,GA 30514 NYLOPLAST HAS PROPRIETARY RIGHT 8 THE RECEIPT BUFORD,6A 300 ORPOSSESSIONOF THIS PRINT DOES NOT CONFER, DATE N MAY08 # 0"N(7711f32.2443 OR POSSESSION OF THi3 PRINT DOES NOT CONFER, DATE ("9684 P14M(7-M 13X2443 OR POSSESSION OFT HIS PRINT DOES NOT CONFER, DATE 10SEPTI1 PHN(170932-2443 TRANSFER OR LICENSE THE USE OF THE DESIGN OR 140 si FAN(T74032.2400 TRANSFER,OR LICENSE T HE USE OF THE DESIGN OR st FAX 932-2418 TRANSFER,OR LICENSE THE USE OF THE DESIGN OR ilaw;l FAX(771932-2x 0 TECHNICAL INFORMATION SHOWN HEREIN ay.xygra�w.cµ TECHNICAL INFORMATION SHOWN HEREIN wsrw.aYkrFa>tas.ww TECHNICAL INFORMATION SHOWN HEREIN a7 vrgw.x7t�ps@-w,cem APPBtiY CJA PROJECTNO.A4AME " APPODY CJA PROJECT11Ei.MAMf APPDtTir CJA PROJECTNO.ifAME REPRODUCTION OF THIS PRINT ORANYINFO RMATION AVAILABLE INSIZES B THROUGH30". REPRODICTIONOF7HIS PRINT ORANY INFO RMATION REPRODUCTION OFTHIS PRINTORANY INFORMATION DRAIN BA�6reuRsINLET TITLE CONTAINED HEREIN,OR MANUFACTURE OF ANY GRATE ICOVER TITLE "_ CONTAINED HEREIN,OR MANUFACTURE OF ANY DRAIN BAS IINLOE DRAMTiTLE CONTAINED HEREIN,OR MANUFACTURE OF.ANY ARTICLEHEREFROM,FORtHEDISCLOSURETOOTWERS DATE /4MRY00 0"•2CDROP0MTAUAT" ADAPT TO PIPE SIZES4 (HROUGH 30". ART ICL EHERE FRQW,F0RTHE0ISCL08URETaOTHER s DATE 1$RUG� S �"TYPIGALtNBTRLLATi0N11PTWlOB ART iCLEHERE FROM,FORTHEDISCL0SURE T0OTHERS ATE /8$EPT� t3A8NtNttNiEDRAiE 8-3MRll;EREXTEY IS FORBIDDEN,EXCEPT 8V SPECIFICWRiTTEN IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN,EXCEPT BY SPECIFICWRITTEN Fa PERMISSION FRaMNYLOPLAST. 8118 812E A SCALE 1:8 SHEET 161E 4 11016 MO. 7081.111417 REV d PERMISSION FROM M'L OPLAST. D81G SiZE A SCALE t," SHEET t OF 1 DWG M0. 7!11.119.962 REV D PERM=01,1 FROM NYLOPLAST DING St7E A SCALE MTS SHEET 1 Of 1 DING 110. 71/11.118-115 REV 0 P.C.G.,(TYPE V CEMENT, 15%FLY ASH BY WEIGHT) #4 REBAR Q 24"O.C. EACH WAY (0 11A 450- r,lsr C0.)NTY RM!'r KlluiJET.R COST SHkll TOTA_ 19 mm Chom for.. 19 mm Chamfer, 450:T _ or 600 mm Min s ° 19 mm Chamfer., 450- ,19 mm Chomf®r 450 _____.__.. -..._,.....__.__-_ 51, oo c nn a '^-`-'f• ''`'''f _ TkJ44 E'IC � C�( - f „_.Y I, I 'cy�I II �- " H o1I - - ,. AGGREGATE BASE COMPACTED TO ! ! _ ! _ S I I I _ S ( Iul�i, 2ooa 95%RELATIVE DENSITY L ----'- - _....._ ,..I ........_._......_..........,._ PLANS n=VROvn.OA TE �~ / 2,00 �,, L _ r,� 200- a �+- or 600 mm Min i ms rm-stun o-c.,rr&:a::w rr,;,'rr.:ers rr \'A c 9 30- ��z<,�,,,�,x res nn?o-e- ,nr xf CONCRETE HEADWALL PER CALTRANS STANDARD D89. TYPICAL ® �/�j[��// /�"'� �.._.._..____.-_---- ��__._ .._.__,--'--------- L .� ___.^-....-..-i 011 cV1"1 f;1Vr o!er�rronr ca;rv.or irJs Don °•,�•cµ. `p i Y P I C \L C V[t C� \ET E SECTION. FRANT ELEVATION 200-- � _ L 2.00- =ter• rB ASN&E HEADWALL FRONT ELEVATION 7a yetto the Cal/r ns web :e,cu ro:.orp: iwwwd t.caycv FRONT ELEVATION F T I NTS DOUBLE HEADWALL SINGLE HEADWALL D INSTALL A 1/8"ALUMINUM PLATE(2'HIGH x T WIDE) OVER EXISTING 18"C.M.P.OUTLET. , NOTES P,C.C.,(TYPE V CEMENT,15%FLY ASH BY WEIGHT) D H SI NGt E DOUBLE L Steel Conc L Steel Cone I. pipe deduction made in quantities for thickness of Omit rounding for- pipes mM rnm mm k m3 mm kg I less than 1200 mm diameter 2.All reinforcing steel *13 bars, All vertical and 1, #3 REBAR 0 18"O.C, 300 810 1500 16 0.45 2500 24 0.74 horizontal tie bars 450 mm maximum spacing, 3 EACH WAY 375 885 1600 18 0.56 2950 28 0.91 230 fi CMP ARCH SINGLE DOUBLE 230 450 960 2100 22 0.68 32to 34 1.04 ��' I i SIZE H L Steel Cone L Steel Cone ►4 3.Length of wall "W"may be varied to suit conditions TYP II encountered in the field, and straight line �. 525 1035 2250 26 0.76 3550 40 E,I$ I 190 mm rnm mm kg rn3 mm k9 m3 '•'" 'I`� Interpolation may be used to -atculote quantities. 3 600 1110 2550 34 0.90 3850 46 1.32 490 530x380 8 000 2 0.61 300 2 0. 190- * a 675 1185 2850 38 1.04 4300 52 1.53 h 6iOx464 _ 960__ 300 22 0.74 3500 32 1.10 I' 4.Quontitles are for design purposes only. TYP �` a 750 1260 3000 40 1.13 4600 54 1,69 710x5i0� 1010 2600 28 p.S 4100 40 L32 610 5.Coble railing to be installed on top of heodworl o es o 825-1335 3300 44 1.29 4900 8 1.86 885x610 1110 3200 38 1.11 4700 54 1. 8 610 "'� ' when shown on Project Plans, See Standard Plan 900 1410 3600 46 1.46 5200 66 2.03 1060x740 1235 3800 50 1.40 5500 66 1.95 811-47 for cable roiling details, • qa _.j _ m. 975 1485 3750 58 1.57 5500 78 2.21 1240x$40 1335 4400 58 1.70 6400 78 2.37 TIN I (� 1050 115.60 4050 62 1.75 5800 84 2.39 1 !440x970 _1460, 5200 70 2.13 7450 96 2.91 DOUBLE HEADWALLS C� 1125 1635 4350 66 1.94 6100 88 2,58 DOUBLE HW LLS 1624x1100 1585 $800 8o 2.50 8200 lO4 3.36 �i / ..-. r... `� AGGREGATE BASE COMPACTED TO i 1710 4500 70 .0 640 0 9.78 1804x1200 1685 6400 88 2.89 9100 1 i 6 .88 I \ 95%RELATIVE DENSITY 1275 1785 4$Q0, 80 2 26 6 50 102 6 1350 1860 5104 84 2.47 150 108 3.271 STRAIGHT HEADWALLS ao "4"FOR PEDESTRIAN AREAS 6"WHERE WALK IS ADJACENT TO AND F=LUSH ,--'► For corner steel deco i I see 19 mm Chamf+Dr -� (NO RAISED CUI•t6)WITH VEHICULAR TRAVEL WAYS ;Section A-A ! / Omit p�p rounding . 125 a_ err L�2 „1 \ �, 1Y. ., j iPVAL. CONCRETE FLAI 19 mm Cho mfier r,' t4 "4`4 �2 __..�__;;' I eas than - F �-- �- �- - _ , NTS •i }` °' t 200 mm diameter H ! I !I i !i -s.. . I I I y II i I - i I I Corner Ste,I L._El . pets i I i �4 $ 200 190 tv� 190 i `.' �I ,1 SECT 190 190 230•-w w••- I 190.0 }� . 190 1230t- I+-I�+ l90 230 «i 610 230.•l *� 6to d° TC FL +� 610 I� n ► 610 �+ FRONT ELEVATION SECTION "'„ I 6 18 18" ., ,.Lr,HE ALL 1"MIN. FRONT ELEVATION L HEADWALL TION L HEADWALL ' "L"HEADWALL i - - .. LENGTH OF W CLEARANCE D H L 1000 1450 1900 2350 2800 LENGTH OF ill 1l2"RAD 304"RAD ` �2 cMtS 1 CUT A 8#'DIA.HOLE IN PLATE Steel Canc Steel Cone Steel Conc Steel Cone steel Con- ARCH H L 1000 1450 7900 2350 2800 112"RAD MITI mm mm kg M3 kq m3 kg m3 k m3 kg 3 511E �2 Steel Conc Steel Cone Steel Cone Steel Cone Steel Cone 300 810 750 22 0.59 26 0.73 �- - - - -- -� mm mm mm kg (n3 kg m3 kg m3 kg m3 kg m3 375 885 900 24 0.68 28 0,83 - - 530x380 885 1000 26 0,74 30 OAS 34 1.04 40 I 44 L33 1 5/8"DIA"REDHEAD"WEDGE ANCHORS 4 3/4"RAD 450 960 1050 28 0.78 32 0.94 - - _ _ 610x460 %0 1150 28 0.84 32 1,00 36 1.15 42 1.30 50 1.46 ! WITH 3"MIN.EMBEDMENT @ EACH CORNER u� v d 4 0,4 4 525 1035_ 1125 3`L 0.86 40 4.42 710xSIC 1010 1300 32 0.93 36 4.09 40 1.25 44 1,41 2 1.57 a . ® 4 ♦ s AC PAVING AND 500 1110 1275 38 0.96 44 1.13 48 1.31) -- -- - I 4 r' 675 1185 14 40 1.07 46 1.25 54 1,43 885x610 1 i 10 1604 44 4.13 0 1.30 54 1,47 62 1.64 70 l.$1 (TYPICAL 4 PLACES) + < d. a 4 e BASE PER PLAN 1060x740 1235 100 5 L 5$ 1.54 6 I. 2 70 490 I d 750 1260 1500 42 I.t6 48 1.34 52 1.53 60 i.2 -'-- -� 1290x840 1335 200 58 1.58 64 1.77 70 1.96 76 2 8 2: a ` 825 1335 t6SO 46 I. 8 52 1.47 60 1.67 66 I. - �- 1440x970 1460 26 64 1.89 72 2.09 78 2.30 4 2.81 19 _f71 i 4 4d• 4 900 1410 4800 48 1.40 54 1.61 62 1.81 68 2 I d 2.21 1620xi 100 1585 2900 84 2.16 90 2. 8 96 2.60 104 2.$2 112 3.04 ! 95 1485 1875 - - 66 1.7E 74 1.92 80 2.1 88 2.33 1800x1200 1685 3 OO 90 2.44 96 2.66 104 2.$9 1 12 3.1 1.20 .35 L 1^y p ORIFICE p �^+ DETAIL/� l05 4560 2025 fib 1.85 76 2_.07 4 2. 92 2.50 STATE OF CALIFORNIA i �J R 1,,,J R C 1 j 1 A 1125 1635 2175 - - $ 2.22 $8 2.4 94 2.67 DEPARTMENT OF TRANSPORTATION NOTE ! 1710 225fl - - - Ba 2.34 94 2.57 1 4 2,81 "L"HEADWALLS I SCALE:NTS CONCRETE TYPE,BACKFILL,EXPANSION JOINTS,AND ALL OTHER APPLICABLE SPECIFICATIONS 150 1860 2550 - - u - 140 2.75 t�d 3.tM$ CC3RRUGATEO IVfETAt PIPE ARCH CULVERT HEAQWALLS P HEADWALLS PER CITY OF ATASCADERO STANDARD CURB DETAIL 418. "L"HEADWALLS NO SCALE ALL IMENSIONS ARE IN CIRCULAR PIPE CULVERT HEADWALLS MILLIMETERS UNLESS OTHERWISE SHOWN D89 rD 4"' MOUNTABLE ROLLED CONCRETE CURB NTS a� 13_ C) -v. REVISIONSit ff% u" ITY OF r1%T1_%SL4";`ADER0 design NO, DATE DESCRIPTION APPROVAL professionals IMPROVEMENT PLANS FOR o ESQ, TRACT 261 LU ,moo P DETAIL SIS T - Accepted for tructi© civilengineers ' land surveyors land planners ---.- - --�-- � aLic.No.2&,431 '1998 sante barbara st - san lois obispo,ca 931401 Expires 3/31/08 * ph:885/549-84;58 email:eda@odainc.com Engineer at 90- CIV - C iV 11 ~� DESIGNED BY: q�fi OF CAL`� _ _..-_ _ N 742 E 1192 U SURVEY CK V cs 0 JE Y P.WAG ER RCE 26,431 ATE CITY W.Q.No. SHEET co ....._,_.___...._..__._..._..._,_.___._..._......._....._.__..,__...._._.. _------_�..-_ STAEF ENG.: = 40 OF 42 9 w 12.68' to O � 887.33 TW 870 NYLOPLAST ADS DROP IN GRATE 867.00 TG _..__..-.,...,..,..., 865 - _--M - --- - ---- 862.00 TW 12.00' PL -- -- 863.00 INV 0 TEE PL 12�' _..__..M_ _. 860.37 INV Q TEE 0.66' WALL"B" 10.00' 1.6T 0.34' 12.00' 14.00' 0.67' 860 - 10.00' 1.67'1 0.34' 0.67' - PL __. _. ____ ------ 12.W _._. 12.03 2.50' 2.50' bo`' 2.5 _ _._ _.-. 45°GENU ` , ��=0.00 _... FF=0.00 """---EXTENT OF EXCAVATION FFµ0.00 _....... _ - 10.00' 1.50' 0.50' FF=0.00 - - -- - - - FABIc PER WALL PLANS o� not120 FF=0.00 � A' 856 o ,y . FF=0.00 � Vis© ... - _. ..._. - - -• - - -< LOTS 15-18 LOTS 1921 Y? EG 852.00 INV A LOTS 41-45&56 LOTS 37-40$62 LOTS 46-50 851.50 BASIN 45°BEND BOTTOM .._._ — .._.. —. _.. _._ ._. ..._. LOTS 27-36 grp ..__.......__.___.�..__-..w.M __.....____..._.. TYPICAL GRADING TYPICAL GRADING TYPICAL GRADING TYPICAL ORADI � TYPICAL PIPE THROUGH WALLS T' BASIN LOTS 1�5-21 NTS LOTS 27-36 NTS LOTS 37®45 & 56, 62 NTS LOTS 46-'50 NTS NTS TYPICAL HOUSE 9.00' 3' 20'1 6.0' 1` 2' __ 15' 2' 1' SPILLWAY n SIDEWALK 4.08' CREST �v R=1.50' R=1.50' VARIES TYPE A CURB 5.00'TRANSITION 4 C)UNTABLE CURB L=2.36' 0.21' L=2.36' GUTTER LIP w L=8.16' _/- _/ _ I I a- R=1.50' 3' ! , ! ! �. -r l `, L=2.19' �!I}~ ! FLOWLINE TOP OF BERM BACKING CLASS NO.3 ROUNDED - TI I: COBBLES 15"THK LAYER W. k i FABRIC LINING. -.., � Tr �I �I�� I �-!T � � TOP OF CURB a. ' SECTION A-A BACK OF CURB a A c� ri ROAD ROAD J TYPICAL I�LATWORK DIMENSIONS ROCK-LINED SPILLWAY DETAIL CURS TRANSITION NTS NTS NTS x 0� s x• pt GUTTER LIP--\ �'� GUTTER LIP--\ �J FLOWLINE FLOWLINE c+i =1.5'TRAN TION o..n_°..n_.n, �o � oo ao�a��... 3 2.5"MIN.TYPE'�g„AC 0 o a o a o o > g 0 {TYP BOTH SIDES) o a o a o o (TYP BOTH SIDES) ",000000 0 0 °o°n°o°o°o __. o.o o >V000< o $”MIN CLASS iI o a o.a o a - n o o F� o n ,�' Q o 0 0 0 ��. a 0 o� a o ° CL Q t1 AGGREGATE BASE 4"ROLLED o o o o d 4 ROLLED o„ qa 8.33% - d $.375 o� A n a 33%0 - AP o a q � � CONC CURB ,� ( 22.5 MIN,EXCAVATION BELOW CONC CURB J a°e3 >°poa �, a o N o q / l / / / / 6G y`� a o ni , ° ° AX W �O o� o .q o o° A3c \ \ \ \ \ \ \ \ \ \/\/\/\/ a anoQa�vn°n p \r n c a n ® TOP OF FINISHED AC SURFACE //\//\//\//\//\/j\//\//\//\//\ \//\//\//\ \ x o 00 0'0' �x °a n°a°o°o°o 6" 18" 18" 4' \\/\\/\\/\\/\\f\\/\\/\\/\\/\\�.\\.\\/\\�,\\,\\/\\/\\/\\f EXCAVATED SUBGRADE SHALL Ile3o a a a a o 0 0 0 0 CONCRETE WALKWAY r�\\'��\\/\\/\\/\\/\\/\\/\\/\\/ �\\/�\\/�I�\\' \\f�\\ BE SCARIFIED A MINIMUM OF 12", RECTANGULAR //////////////////%/ //// // MOISTURE CONDITIONED,AND r\\i\\r\\i\\r\\/\\r\\r\\r\\i\\i\\r\\i\\r\\�\\r\\r\\r\\ CURB 5-� 1' 5' 1' //\i/\/j\//\//\/j\i/\i/\%/\%/\//\/j\/j\/j\i/\i/\i/\/i\ RECOM PACTED TO A MINIMUM RECTANGULAR--/ \\\\�`\\\\\\\\\\\\/�\�`\\\\\\\\\\\\/\\\\\�\\\\\\\\\ OF 95°!°OF MAXIMUM DRY DENSITY CURBCD - ' y HANDICAP RAMP AT END OF SIDEWALK LOCATIONS HANDICAP RAMP AT MID BLOCK LOCATIONS NOTE: MINIMUM STRUCTURAL SECTION SHOWN.ACTUAL NOTE: PLACE#4 REBAR Q 14"O.C. -- NOTE:CONCRETE COLOR AND TEXTURE TO BE DAVIS STRUCTURAL SECTION SHALL BE BASED ON R-VALUE OF 1. SIDEWALK RAMPS SHALL BE PER CALTRANS STANDARD A88A. CLASS II AGGREGATE BASE SANDSTONE#5237(MEDIUM BROOM WITH ROCK SALT SOIL AT TIME OF CONSTRUCTION AND PER SOILS REPORT. 2. ALL RAMPS SHALL BE ADA COMPLIANT WITH TRUNCATED DOMES. FINISH). V5E 5000 951 C0t�t'F' e%tVF- '�"CLlrtAGfTV4 CORC, HANDICAP RAMP CURB TRANSITION DETAIL 4' WIDE CONCRETE WALKWAY AND WAS. TYPICAL PAVEMENT STRUCTURAL SECTION NTS NTS NTS C90 WALK NOT 5V40\N N 1S t MAIL. iN5TA LL NEW CSA%WAL.K AT IE'5tG t4ATED L0CA1'l0tA5• C Io'S+SWALK5 5VIALL bE b' W tOe CDF445TP U CT ED ?E9- Tt4iS DE-WL Wl i` WIPE PAIt4T +D 5T9-IPE Ou W� 510E-- 4 N Q REVISIONS design NO. DATE DESCRIPTION APPROVAL CITY O`F ATASCAur0%ER"%0 .� Professionals IMPROVEMENT PLANS FOR ui TRACT 26'14 -_-_ ... _ DETAIL SHEET P. - _ Accepted onstruction civil engineers Land surveyors land Planners A Sir_ LiC.Na.26,431 1998 santa barbara st- san luis obispo,ca 93401 Expires 3/31431 ph:805/549-8658 email:oda@odainc.com _ ,� City Engineer ate L d s DESIGNED BY: o OF CAS-�F N 742 E 1192 � SURVEY CK: 0 JE P.-WAG N R RCE 26,431 ATE CITY W.Q.No. SHEET STAFF ENG.: 41 OF 42 _T.u .. a -_—-- �. _ Vehicle and Equipment Cleaning Vehicle and Equipment Cleaning Fiber Rolls �r a � Sandbag arrier - ar+w�rwworrwrrrr operation cannot be located within a structure or building equipped with appropriate disposal facilities,the outside cleaning area shall have the oo 11 following characteristics,and shall be arranged with the construction stormLJ water coordinator: CK ._,....... to -� r'.�r r r r�r1r Nate: , t '� - Located away froth Storm drain inlets,drainage facilities,or 1? /r�'rrrJ//l r(i I install fiber roll watercourses. r r'rr/rr Icontour. Standard ytetbvi yrrrirr,�rrfr`It}r/jrrrii r ij � � along o level v Paved with concrete or asphalt and berthed to contain wash waters and to /�•�.rr�rrrrrr✓% Ir y � � {: u l.7 1, BMP Ob ectivtes j prevent run-on and runoff. u Soil Stabilization r W y _ v �— Fiber roils � r , m ` • o Sediment Control - Configured with a sump to allow collection and disposal of wash water. W '0 0 Tracking Control 15 a-r/l C7 o Wield Erosion C;(N1trOl Wash waters shall not be discharged to statin drains or watercourses. rrrrr` prr �� y -um OUT r r r. •!Jon-Storm Water Management - y /�r�r/rrrrrrrJ J `�. G] a� Z D Materials and Waste Management 1 3: I t 6 - Used only when necessary. �\ r rr�i�rr' Y/r rr� I 1 / 0 4 ti'• a� e9 ;rte ' -i rl�;;�irr I t rJrr/�,/rrrr/��lrr yII m;, .X rrr r fir�r y e When Gleaning vehicles/equipment with water: Vertical spacing Definition and Vehicle and equipment cleaning procedures and practices are used to minimize or r/Jrrr'/r I I � along C„3 face Of ittf3 rirr i r Iii .�J c•c :i ,. rY: o�, Purpose eliminate the discharge of pollutants fr«xn vehicle and equipment cleaning -. Use as little water as settle. High /-assuresprayers tea use less water slops varies v a W operations to storm drain system or to watercourses. po g py '__.,at �; 1 ; � �, , � Inst oil a fiber tali near than a hose,and shall be considered. between 3m and 6 m slope when it transitions - s" �. L,.1 Appropriate These procedures are applied on all construction sites where vehicle and r into :� steeper elope Use positive shutoff valve to minimize water usage. Applications equipment cleaning is performed. �_- € �� 4 - Facility wash racks shall discharge to a sanitary sewer,recycle system or Limitations a None. Q other approved discharge system and shall not discharge to the stonn TYPICAL_ FIBER ROLL INSTALLATION Standards and a Onsite vehicle and equipment washing is discouraged. drainage system or watercourses, N.T.S. _, "'7-1 Specifications Specifications a Cleaning of vehicles and equipment with soap,solvents or steam shall not Maintenance Gild • The control measure shall he inspected at a minimum of ante a week. r _ - v I occur on the project site unless the Resident Engineer(RE)has been notified Inspection Fiber roti in advance and the resulting wastes are foil contained and disposed of a Monitor employees and subcontractors throughout the dura-tion of the r 200 rnm min g y p construction project to ensure appropriate practices are being implemented. I St�,p& outside the highway right-of way in conformance with the provisions in the va:-les J' °G Standard Specifications Section 7-1.13.Resulting waste=s and by-products shall not be discharged or buried within the highway right-of-way,and must a inspect sump regularly and remove liquids and sediment as needed or as 50 to 10th mm directed by the T2E. be captured and recycled or disposed according to the requirements of p WM-10,"Liquid Waste Management"or WM-6,"Hazardous Waste Management,"depending on the waste characteristics. Minimize use of N r " ° solvents. The use of diesel for vehicle and equipment cleaning is prohibited. 300 mm min. 19 mm x 'Q 11 E wood stakes a Vehicle and equipment wash water shall be contained for percolation ormax 1.2 m �. 0 evaporative drying away from storm drain inlets or watercourses and shall not ------- spacing be discharged within the highway right-of-way. Apply sediment control ,- w , m rn BMPs if applicable. ENTRENCHMENT DETAIL / �_ N.T.s. t - a All vehicles/equipment that regularly enter and leave talo construction site u' '� = must be cleaned off-site. s When vehicle/equipment washing/cleaning must occur onsite,and the ;,- . AWCaftrans Storm Water Quality handbooks Section 7 Caltrans Storm Water Quality Handbooks Section; Caltrans Storm'Water Quality Handbooks Section 4 � � - 4� "n Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Vehicle and Equipment Cleaning NS-8 Construction Site Best Management Practices Manual Vehicle and Equipment Cleaning NS-8 AW Construction Site Best Management Practices Manual Fiber Rolls SC-5 Construction Site Best Management Practices Manual Sandbag Barrier SC-8 March 1,2003 1 o12 mar March 1,2003 2 of 2 Marr_h 1,2003 5 of 6 March 1,2003 5 of 5 S Siaserst �� en EntrnCeit Stockpile megenent Stockpile Management Stockpile rain Inlet rotectie ai Soil stockpiles: Maintenance and a Repair and/or replace perimeter controls and covers as needed,or as directed Inspections by the RF,to keep them functioning properly.Sediment shall be removed Crushed aggregate greater than 75 mm ( During the rainy seasons,soil stockpiles shall be covered or protected when sediment accumulation reaches one-third(1/3)of the barrier height. (3 in) but smaller than 150 mrn (6 in) with soil stabilization measures and.a temporary perimeter sediment ,. Inlet /-Edge of Pavementr barrier at,all times. \ Filter fabric Original f. Standard Syrnboi - During the non-rainy season,soil stockpiles shall be covered and Flow --+�+- Flow grade M ; protected with a temporary perimeter sediment barrier prior to the onset Q J ', of precipitation. 9MP Objectives ,r\ ._ •'�' •Sart Stabilization a Stockpiles of porttanrX cement concrete rubble,asphalt concrete,asphalt 300 mm (12 in) Min, unless otherwise .- •Sediment Control concreteriubble,aggregate base,or aggregate subbase: specified by a soils engineer o Tracking Control Spillway, 1-bag high Grave! Bags Wind Erosion Control - During the rainy season.,the stockpiles shall be covered or protected with 2-bags high o Non-Storm Water Management a temporary perimeter sediment barrier at all times. s Materials and Waste Management TYPICAL PROT LON FOR INLET WITH OPPOSING FLOW IR CTI S NTS --__ TI Definition and Stockpile triat'<a eEnent procedures and radices are designed to reduce or - During Use non-rainy season,the stockpiles shall be covered or protected 1? g p P g with a temporary perimeter sediment barrier prior to the onset of Purpose eliminate air and stone water pollution Froin stockpiles of soil,and leaving precipitation. NOTE: rtlaterials such as portland cement concrete(P('C)rubble,asphalt concrete(AC), .z« Construct sediment borrier », t asphalt concrete rubble,aggregate base,aggregate subbase or pre-mixed a Siockplles of cold mix". and charm elite runoff to aggregate,asplvalt binder(so called"cold mix"asphalt)and pressure treated c� 01 sediment trapping device B } wood. - During the rainy season,cold mix stockpiles shall be placed on and �� -. cit Appropriate implemented in all projects that stockpile soil and other materials. covered with plastic or comparable material at all times. ! Edge at Pavement a `•- Applications - Dur! the non-rain season,cold mix stockpiles shall be laced on and Inlet c3� pp• n$ y � kP� p ° covered with plastic or comparable material prior to the onset of Width tis o required to Limitations is Nana identified precipitation. -- Flow -,rr►...... Flow accomodotc o. U anticipated Standards and ai .Protection of stockpiles is a year-round requirement, a Stockpiles/Storage ofpressure treated wood with copper,chromium,and .,r , ., ,, traffic Specifications + , arsenic or amenonic copper,titre and arsenate: I �7S - - a Locate stockpiles a m•EixEirxluEn of 15 En(S0 ft)away from concentrated flows of V1 storm water,drainage courses,and inlets. - During the rainy season,treated wood shall be covered with plastic or Spiilwa 1-ba high w Temporary pipe culvert 13 comparable material at all times. Y g 9 Gravel Boas as needed a Implement wind erosion control practices as appropriate on all stockpiled 2-bags high material. For specific inf'oXrtutioxl See BMP WE-1,"Wind Erosion Central." - During the non-rainy season,treated wood shall be covered with plastic t 5 m M in or comparable material and shall be placed on pallets prior to the onset of I PROTECTION FOR iN T W TH I T ■ S#ockpiles of contaminated tion shall he managed in accordance with BMP precipitation. or #our times the circumference of the largest construction vehicle tire, WM-7,"Contaminated Soil Management." Match whichever is greater Protection of Active Stockpiles NOTES: ■ Bagged txEatex•ials should be placed on pallets sand under cover. Existing 1. Intended for short-term use. Grade PLAIN Active stockpiles of the identified materials shall be protected further as follows: 2. Use to inhibit non-storm water flow. NTS Protection of Stockpiles 3. Allow for proper maintenance and cleanup. a All stockpiles shall be covered,stabilized,or protected with a temporary 4. Bags must be removed after adjacent operation is completed Stabilized Contraction Entrance/Exit (Type 1) Non-active stockpiles of the identified materials shall be protected further as linear sediment barrier prior to the onset of precipitation. 5. Not applicable in areas with high silts and clays without filter fabric, follows: tt Stockpiles of"cold mix"shall be placed on and covered with plastic or comparable material prior to the onset of'precipitation. Caltrans Storm Water Quality Handbooks Section 4 AWCaltrans Storm Water Quality Handbooks Section 6 CaltrErs Storni Water Quality Handbooks Section 8 CAValtrans Storm Water Quality Handbooks Section 3 AW Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Steam!?rain irAet Protection 3C 1Q Construction Site Beat Management Practices Manual Stabilized Ocm tt'ucliort Entranc�Ezit TC-1 Construction Site Boat Management Practices Manual Stockpile Mwagament WM-3 Construction Site Best Management Practices Manual Stockpile Management WM-3 Construction Site Best Management Practices Manual Stockpile Management WM-3 March 1,2003 7 of 7 Akvw March 1,2003 3 of 4 r March 1,2003 1 of 3 March 1,2003 2 of 3 March 1,2003 3 of 3 c n ti uti 0 n 0 IN REVISIONSC` OF �" CADER(D design NO. DATE DESCRIPTION APPROVAL 1 1 professionalsIMPROVEMENT PLANS FOR TRACT 261 4 i- W DETAIL SHEET hkQ � l ACCepte Construction 0) civil engineers land surveyors land planners � Lic.No.26,431 1898 santa Barbara st• san lois obispo,ca 93481 Expires 3/31/08 * ph:805!549-8658 email:edai�edainc.com City Engineer ate"p C(V 0L `� _ -T- DESIGNED BY: T�of CAL 0� N 742 E 1192 SURVEY CK: o J . Y P.WAGNIIER RCE 26,431 DATE w CITY W.O.No. SHEET co STAFF ENG.: OF 42 CNI � x