The URL can be used to link to this page

Home My WebLink About2001 - Tract 2271 (2) AM AN AM d SHEET INDEX 1 . TITLE SHEEl" 2. STANDARD , N�._)TES 3. GRADING PI.../\N --- LOTS 36-- 56 4. GRADING PL/'lN -- LOTS 57--69 5. GRADING PLAN THE LAKES NIL on IR a AV 6. CIELO GRANT E- SURFACE 7. AVENIDA DSI SOL. SURFACE 8. VIA ESTRELL-/-� SURFACE 9. CIEL.O GRANT Ll'- -- UNDERGROUND . 10. AVENIDA DEI SOI.._ UNDERGROUND 11 • VIA ESTRELI =� UNDERGROUND 12. WATER LINE (.�ONNE:CTION - PHASE 2 TO PHASE 3 13. SEWER LINE (CONNECTION -- PHASE 2 TO PHASE 3 14. SEWER LINE ( ,t.)NNECTION -�- PHASE 2 TO PHASE 3 r— LEGEND 15. SEWER LINE,_1 4 ONNC_CTION PHASE 2 TO PHASE 4 TRACT BOUNDARY -- -- 16. \ WATER CONI Ii CTION SPRING TO LAKE TRACT .0PROPERTY LINE -- — �y�71� 17, COMPOSITE M I LI T i PLAN RIGHT--OF--WAY -- -- PHASE 2CURB 18. COMPOSITE l I I]LIT i PLAN BACK OF CURB 19. CONSTRUCTION DETAILS GUTTER SIDEWALK TRUCTION DETAILS20. CONS- EASEMENT — 21 ' CONSTRUCTION DETAILS � 30 37 38 39 40 41 42 43 44 43 46 ` t, � � I ! EXISTING -- -- � I j i RETAINING WALL 2 GRADING DE.I AILS 1 ;f CIELO GRA _..-- _ _.,,_r NDE _._.._. 2. 1 SLOPE --- ,. 23. TREE PROTE.C:�]-ION DETAILS AND EROSION CONTROL EXISTING CONTOURS ------- "` ~-- �"" -- 47 1 IV F R no; vt�=� MENT PLANS I Fi A I i H t:= I ANE S ( PHASE ITY F AT' A C DER LIF RNIA TFTA C T 2 2 FINISHED GRADE CONTOURS 56 55 54 48 WATER MAIN " 53 52 51 �� 49 f PH ASS 3 s w i SANITARY SEWER s s STORM DRAIN EXIST. WATER LINE — --s" W EXIST. SAN. SEWER 8" EXIST. STORM DRAIN NORTH LAKE REMAINDER EXIST. GAS --- — G G GAS MAIN G G O PARCELMANHOLE UT � �,� H EX S.S.SSMANN —�}--- ,...... 't v S.S. MANHOLE • �_,., :a40 i 0 L A K E S.S. LATERAL S Lo BENCH MARK - vN / WATER SERVICE w �� WATER VALVE INF"'ORMATIONl TR A`C T 2'2 /1 ; LOCAL PROJECT BENCHMARK: ,, � ', :, 60 �1 62 FIRE HYDRANT IN �1 ., '�, ��', P H A E.._�--.;�,-- 58 5 9 ,�' EX. FIRE HYDRANT .�... ..,...,._ — _. A BRASS CAP FOUND IN CITY M�.i jUMEN�I WELL AT THE INTERSECTION OF FEROCARRIL , , 5-� ROAD & CHICO COAD. ELEVATION 821. /4' (NGVD 29 TRANSFORMED). ; • SOL �` TRACT 2 2 71 STREET LIGHT � 2271 -- -- � - '�, '� � `l `, `� `� A� .----r ACT '�, '� � _� PHASE 4 GAS LATERAL G BENCHMARK: C...�;" i \ -- ----'' �_ _ UTILITY TRENCH P,Ph,cTv— THE ELEVATION SHOWN HEREON M.-IRE ESTABLISHED FROM F.E.M.A. BENCHMARK E1095 1968 '; - PHASE ,� �' '`� ` I UTILITY SERVICE Sv HAVING AN NGVD 29 ELEVATION �f 835."1 Via. THE ELEVATIONS SHOWN ON THIS PLAN ARE PG&E BOX Q HANGS. FROM THE ELEVATIONS ON THIS PLAN TO NGVD 29, 66 65 64 1.40' LOWER THAN NGVD 29. I�(:) � , ADD 1.40' TO AL.I_ ELEVATIONS. rT ` �� EXISTING PG&E BOX C� �, C 8 j` ', PG&E ELECTROLIER ❑ 100 YEAR FLOOD ELEVA I ION: \ E�. ' °�' ; PAC BELL PEDESTAL F.E.M.A. DATUM 100 YR. FLOOD [I t:-VATION -= 797.50 FEET. �� `' ' Pv�N1 ',. '` \ ! SSMH a NGVD 29 TRANSFORMED 100 YR. I=LOOD ELEVATION = 796.10 FEET. SDMH Q BASIS O F BEARINGS ` � -" - - .._.. _ ___ __.._ ._ __..___ _.___.�.._..__�..____._.._- _.___ __ ._ _ ' � .. ...--- PASCO DEL -"`-.-, _._ _._ ._ ._.�M. ...._._._.. ,_........____�._._.___.�__ _.__.._� - --_._� _--__.__._-____...___.__..� �_..._- CLEANOUT LAG -_.,. _ TOP OF CURB T.C. BASIS OF BEARINGS FOR THIS Pt N ISN 56'09'57" W BEING THE .s." = 0 NORTHEAST LINE OF THE REMAINI•)I..R PARCEL OF TRACT 2271 PHASE TOP OF WALL T.W. TRACT 2271 TOP OF GRATE T.G. 1 PER 19 M� 28. � .� _.�.--- t TOP OF FOOTING T.F. ASE 3 __.. PHASE � GRADE 'BREAK G.B. PUBLIC UTILITY EASEMENT P.U.E. �g A FLOW LINE FL TE .TRACT 2271 INVERT INV. 101 ----_,~�'�""`~"" --�.. FINISHED GRADE FG PHASE- 2 CENTERLINE CL TOP OF DIKE TD HIGH POINT HP c� RATE/DIRECTION OF SLOPE 1% 1 CDS CUL-DE--SAC rr t �k. CJp . A PROJECTMAP Isl SCALE . 1"=200" ABRr�r 4 ��' »: R E V I S 1 0 N S No'.C33760 N0. BY DATE DESCRIPTION TRACT 2.271 -- THE LAKES (PHASE 2) ATAS (. " AD ,ERO - vl •EX0.6/30/ 2:... E=on . Ow- , : ASS0CoATE TITLE SHEET " 101 �'��.-cA��o�• ENGINE E R S TY F ATASCADERO CA ,.� ...-• PLANNERS i ,/'—� �" � . SURVEYORS V1,('111NITY, 364 Pacific Street ACCEP BY: L F4""�+y.. ..+�' N. Son Luis Obispo, 74 93401 J N R, FALKENSTIEN R.C.E. 33760 EXP. 6--30-02 DATE (805) 544r-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: STEPHE B. KAHN PE 42350 CITY ENGINEER DATE KDW KDW JRF 970704 AS SHOWN 1 OF 23 "" I I S"JANDARD GRA11'"ANG NOTES SI -UBDIVISION IMPROVEMENT PI PM10 MITIGATION MEASURES I. GRADING I. CONSTRUCTION NOTES II. GENERAL PIPELINE CONDITIONS 3 1. ALL WORK SHALL CONFORM TO lo' LATEST ADOPTED EDITION OF THE U.B.C., A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED A. ALL STATIONING IS BASED ON CENTERLINE OF PIPE H. A CONTINUOUS TRACER WIRE SHALL BE PLA 1. THE FOLLOWING TIDE LATEST REVISION OF THE Cl i`i' OF ATASCADERO STANDARDS AND SPECIFICATIONS, BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT CED OVER THE MITIGATION MEASURES ARE REQUIRED FOR ALL PROJECTS WHiCH THESE PLANS, THE RECOMMENDA'II+SNS AND REQUIREMENTS OF THE SUPERVISING SOILS SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. UNLESS OTHERWISE SHOWN ON PLANS. WATER MAIN AND BROUGHT INTO THE VALVE CHAMBERS FOR EXCEED THE MITIGATION THRESHOLDS IDENTIFIED ABOVE. PROPER IMPLEMENTATION ENGINEER AND THE RECOMMENGf�1IONS AND REQUIREMENTS OF THE PRELIMINARY SOiLS B ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO B. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TESTING. OF THESE MEASURES SHALL BE ASSUMED TO ACHIEVE A 50% REDUCTION IN TO MARK LOCATIONS AND SHALL POTHOLE ALL UTILITY FUGITIVE DUST EMISSIONS. THE USE OF SOIL BINDERS ON COMPLETED CUT AND REPORTHE CITY'S ENGINEERING DEPARTMENT WiLL BE REJECTED AND WILL BE AT THE I. THE CONTRACTOR SHALL FUR FILL AREAS HAS TH 2. AN EFFORT HAS BEEN MADE TO i t FINE THE: LOCATION OF UNDERGROUND /OR OWNERS RISK AND EXPENSE. CROSSINGS, FURNISH SUPPLIERS E POTENTIAL TO REDUCE FUGITIVE DUST EMISSION BY 80%. CONTRACTOR'S AND PRIOR TO STAKING AND PRIOR TO ANY FACILITIES WITHIN THE JOB SITE:.. HOWEVER, ALL EXISTING UTILITY AND OTHER PIPELINE EXCAVATIONS TO ALLOW GRADE REVISIONS IF CERTIFICATES STATING THAT ALL PIPE, VALVES,FITTINGS, PROTECTIVE COATINGS AND ALL OTHER UNdERGROUND STRUCTURES MAYr1OT BE SHOWN ON THiS PLAN AND THEIR LOCATION B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS NECESSITATED BY ACTUAL LOCATIONS. MATERIALS COMPLY WITH THE SPECIFICATIONS AN A. REDUCE THE AMOUNT OF THE DISTURBED AREA WHERE POSSIBLE. WHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE C. CiTY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL REQUIREMENTS OF ATASCADERO TH MUTUAL WA D COMPLETE RESPONSIBILITY FOR LO C"A"(TING OR HAVING LOCATED ALL UNDERGROUND CiTY ENGINEERING DEPARTMENT. TER COMPANY. B. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERING OF CONSTRUCTION. CONTACT UNI►E.RGROU!°D SERVICE ALERT (U.S.A.) OF SO. CALIF. D. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY J. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES FREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIM MISTANCE 0) 642--2444 TWO WORKING 6AYS PRION TO THE START 0 CONSTRUCTION FOR C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO WHERE SHOWN ON THE PLANS ARE BASED ON AVAILABLE ED FROM THE RESPECTIVE UTILITIES. ; ALL UTILITIES NOT A MEMBER OF STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING RECORDS AND ARE APPROXIMATE ONLY. THE CROSSING OF (NONPOTABLE) WATER SHOULD BE USED WHENEVER POSSIBLE. U.S.A, MUST ALSO BE NOTIFIED. WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL EXCAVATION AND SHALL VERIFY WHETHER OR NOT A THESE UTILITIES WITH WATER MAINS SHALL TENTATIVELY C. ALL DIRT STOCKPILE AREAS SHOULD BE CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT BE AS SHOWN ON THE PLSPRAYED DAILY, AS NEEDED. 3. ALL AREAS TO RECEIVE FILL SHAT t BE CLEARED OF ALL BRUSH AND OTHER ANS. CONTRACTOR SHALL HAND DURING EXCAVATION. EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION OF D. PERMANENT DUST CONTROL OBJECTIONABLE DEBRIS, INCLUDiNG EXISTING ASPHALT PAVEMENT, SCARIFIED TO A D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED MEASURE IDENTIFIED IN THE APPROVED PROJECT DEPTH OF 1 FOOT, AND WATERS() .AND COMPACTED AS REQUIRED BY THE SUPERVISING AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE UNDERGROUND SERVICE ALERT (USA) 800-642-2444 WATER MAINS IN ORDER TO VERIFY LOCATION AND DEPTH. REVEGETATION AND LANDSCAPE PLANS SHOULD BE IMPLEMENTED AS SOON AS POSSIBLE SOILS ENGINEER PRiOR TO PLACIhs OF FILL MATERIAL IFIED SOILS ENGINEER AND APPROVED BY THE CITY PACIFIC TELEPHONE CO. - MEMBER USA OR 805--543-7868 WHERE WATER MAINS CANNOT BE MAINTAINED WITH A7 FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES. COMPLETED BY A CERT 4. FILL MATERIAL SHALL BE PLACED t,,S SPECIFIED IN THE SOILS REPORT. IN NO ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. SOUTHERN CALIF. GAS CO. - MEMBER USA OR 805-964-7821 LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE FROM CASE SHALL LAYERS EXCEED 8"` &I COMPAC l'ED THICKNESS. l7 SHALL BE PLACED AT PACIFIC GAS & ELEC. CO. -- MEMBER USA OR 805-434-4429 THE UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE E. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES PLANS, THE ENGINEER SHALL BE NOTIFIED AND THE GREATER THAN ONE MONTH AFTER INITIAL GRADING SHOULD BE SOWN WITH A FAST THICKNESS AND COMPACTED AT (:ji`,TIMUM MOISTURE CONTENT BY AN APPROVED METHOD. E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN SONIC CABLE TELEVISION 805--544-1962 WATER MAIN DEPTH WILL BE ADJUSTED TO MEET THE GERMINATING NATIVE GRASS SEED AND WATERED UNTIL ALL FILL TO BE COMPACTED TO A�. MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT VEGETATION IS ESTABLISHED. BY ASTM D 1557-65T (MODIFIED i0 3 LAYERS), CITY OF ATASCADERO 805--461-5035 NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. AMWC . BELOW. ALL MATERIAL IN IOL SECTIONS BELOW THE ZONE MENTIONED ABOVE ATASCADERO MUTUAL WATER CO.- MEMBER USA 805-466-2428 MUST ALSO BE NOTIFIED AND APPROVE ANY CHANGE OF F. ALL DISTURBED SOIL AREAS NOT SUBJECT TO REVEGETATION SHOULD BE 5. THE CUT AREAS OF BUILDING PAI.):, WITH 1RAVERSING CUT/FILL DAYLIGHT LINES AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE E. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND PLANS OR 'SPECIFICATIONS. STABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER WILL BE OVEREXCAVATED AS RE:(:bARED BY THE SOILS ENGINEER AND THE BACKFILL COMPACTION. METHODS APPROVED IN ADVANCE BY THE A.P.C.D. BROUGHT TO GRADE AT THE SAIviI' llME AS THE FILL. THIS PROCEDURE SHALL APPLY THE SITE HAVE BEEN BROUGHT TO SUBGRADE. K. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES UNDERNEATH THE BUILDING AREA AND A MINIMUM DISTANCE OF 5 FEET BEYOND THEIR F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN ANDAPPURTENANCES ARE APPROXIMATE. WHERE G. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE EXTERIOR PERIMETER. COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE i1I. SEWER CONDITIONS CONNECTIONS TO EXISTING LINES ARE TO BE MADE, AS COMPLETED AS SOON AS POSSIBLE. IN ADDITION, BUILDING PADS SHOULD BE LAID AS REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED, 6. POSITIVE DRAINAGE SHALL BE MAti t l AWED AWAY FROM ALL STRUCTURES ATA A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH SHOWN ON THE PLANS, CONTRACTOR SHALL EXPOSE THE CONSTRUCTION IS COMPLETED. THE CIVIL 'ENGINEER CERTIFYING THE MINIMUM OF 2% FOR A MINIMUM 01 5 FEET. GRADEIN PAVED AREAS AND TO 6" ABOVE FINISH GRADE EXISTING LINE AND NOTIFY THE ENGINEER OF LOCATION, IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN ELEVATION AND TYPE OF PIPE AND/OR FITTINGS PRiOR H. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SMALL NOT EXCEED 15 7. FILE. SLOPES SHALL NOT EXCEED e,, GRADE° OF 2 HORIZONTAL TO 1 VERTICAL. THE FINAL INSPECTION IS MADE. iN UNTRAVELED LANDSCAPED AREAS. TO ANY CONSTRUCTION. MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTION SITE. CUT SLOPES SHALL CONFORM TO ,LAN SI,'I CIFICATION5. B. SANITARY SEWER PIPE SHALL BE PVC: GRAVITY SEWER SHALL G. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED L. PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN I. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS ARE TO 8. SLOPE CONSTRUCTION REQUIREME:I i i S INCI.t)EKING KEYS AND BENCHES SHALL BE SPECIFIED ENCROACHMENT PERMIT AND START OF CONSTRUCTION. JOINT ASSEMBLY. PIPE, FITTINGS, AND JOINTS SHALL SERVICES AND RELATED FITTINGS ARE INSTALLED BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD (MINIMUM BY THE SUPERVISING SOILS EN`I[41 CR PRIOR TO CONSTRUCTION OF GRADED SLOPES. VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF TRAILER BE IN CONFORMANCE WiTH THE APPLICABLE REQUIREMENTS PROPERLY AND ALL METER BOXES ARE SET TO PROPER ) IN ACCORDANCE WITH 9, ALL AREAS DISTURBED DURING Cott't' i RUC IoN OPERATION SHALL BE PLANTED H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND GRADE. NO PERMANENT CONNECTIONS TO EXISTING C.V.C. SECTION 23114. THiS MEASURE HAS THE POTENTIAL TO REDUCE PM10 EMISSIONS ASTM 3034. WITH PERENNIAL VEGETATION. VI .�. i ATION SHALL BE DENSE AND GROWING PRIOR TO FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND WATERLINES SHALL BE MADE UNTIL ALL PRESSURE BY 7 - 14%. . FINAL INSPECTION OR BEFORE TILE 1• i'EXT RAINY SEASON, WHICHEVER COMES FiRST. OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR FORCE MAIN PIPE SHALL BE EITHER DUCTILE IRON OR TESTING AND BACTERIA TESTING IS COMPLETE. LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR PVC CLASS 200 (AWWA C-900). TEMPORARY CONNECTIONS MAY BE ALLOWED FOR J. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS 10. ALL DOWN SPOUTS SHALL HAVE t:�,ii,.:RETE SPLASH PADS. AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR C. SEWER MANHOLES, DROP MANHOLES, CLEAN-OUTS AND CONSTRUCTION PURPOSES, HOWEVER, PROPER BACKFLOW CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERS WITH RECLAIMED WATER LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PROTECTION DEVICES WILL BE REQUIRED. SHOULD BE USED WHERE FEASIBLE. THIS MEASURE HAS THE POTENTIAL TO REDUCE 11. ALL UNPAVED FINISHED GRADE Et t.VA]IONS SHALL BE MINIMUM OF fi" BELOW FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. PM10 EMISSIONS BY 25 - 60%. FINISHED FLOOR. THE CITY OF ATASCADERO STANDARD DRAWINGS NO. 606, 607, 605 AND fiO3 RESPECTIVELY. M. THE ATASCADERO MUTUAL WATER COMPANY IS TO BE . 12. ALL UNSUITABLE SOIL, MATERIALt,. ;,..:PHAL i, CONCRETE, RUBBISH AND DEBRIS 1. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF NOTIFIED AF ALL WORK INVOLVING SHUTTING OFF WATER 2• PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE RESULTING FROM GRADING OR DI-.`i.i0I,ITION OPERATIONS SHALL BE REMOVED FROM THE CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND D. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AT ANY TIME FOR ANY CITY BUILDING DEPARTMENT A DETAILED PLAN TO TRANSPORT THE EXCESS REASON. LINES SHALL BE JOB SITE, TRANSPORTED TO A Slit(ABLE LOCATION, AND DISPOSED OF IN ACCORDANCE SERVICE ALERT U.S.A. AT 1-800--642-2444 TWO TO TEN DAYS PRIOR TO THE AS TO EXACT LOCATION BY CENTERLINE STATION AND EXCAVATED MATERIAL. THE PLAN SHALL BE A WRITTEN DOCUMENT STATING THE ( ) PRESSURIZED AND PROTECTED FROM BACK-FLOW WITH APPLICABLE REGULATIONS. START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO METHOD OF TRANSPORT, ESTIMATED TRIPS PER DAY, ESTIMATED QUANTITIES PERDAY, DESTINATION OF MATERIALS AND PROPOSED METHODS OF DUST CONTROL 13. INSTALL DRAINAGE STRUCTURES PLR MANUFACTURER'S SPECIFICATIONS. UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE CROSS THE EASEMENT OR STREET RIGHT-OF-WAY LINE AS ENTER LINES. THE ATASCADERO MUTUAL WATER COMPANY DURING TRANSPORT. PRESENT DURING EXCAVATION. WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE SHALL OPERATE ALL VALVES IN THE ACCEPTED SYSTEM. 14. THE CONTRACTOR SHALL EMPLOY AH- LABOR, EQUIPMENT AND METHODS REQUIRED PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR TO PREVENT HIS OPERATIONS FROM PRODUCING DUST iN AMOUNTS DAMAGING J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC AS--BUILT DRAWINGS. SEWER LATERALS SHALL BE MARKED N. BEFORE ANY PRESSURE TESTING IS DONE FOR PROPERTY, cULTIVATE:d VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION CLEARLY ON THE CURB FACE WITH A STAMPED "S". INSPECTION, THE SYSTEM MUST BE COMPLETED PER ARCHAEOLOGICAL R i0 PERSONS OCCUPYING BUILDINGS iN THE VICINITY OF THE JOB SITE. THE ATASCADERO MUTUAL WATER COMPANY STANDARDS; ALL MITIGATION E CONTRACTOR SHALL BE REiPONSIBI_E FOR ANY DAMAGE CAUSED BY DUST RESULTING CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF E. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE SERVICES INSTALLED AND TO GRADE. ALL MAIN LINE FROM HIS OPERATION. DUST AUA`ICMENT MEASURES SHALL BE CONTINUED UNTIL CONSTRUCTION. SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER CONTROL VALVES MUST HAVE CHAMBERS SET' TO GRADE. Instructions for removal of surface and subsurface artifacts in accordance with phase 2 archaeological study (Gibson October RELIEF 15 GRANTED BY THE GRADING INSPECTOR. COMPACTION CERTIFICATION. ALL BLOW-OFF, AIR VALVES AND FIRE HYDRANTS MUST BE g, lggg). Submit the name of the archaeologist or other qualified professional who will monitor grading and trenching K. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY ENGINEERING g q p g g c ing prior ' 15. CONSTRUCTION CONTRACTOR SHALL_ ASSUME SOLE AND COMPLETE RESPONSIBILITY DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN F. ALL NEW SEWER MAIN INSTALLATIONS SHALL BE INSTALLED. FINAL PRESSURE TESTING SHALL BE DONE to permit. FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND THAT AT THIS POINT. CHLORINATION OF COMPLETED SYSTEM PROBLEMS THAT MAY ARiSE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY TELEVISED. REQUIRES 48 HOURS BEFORE FLUSHING. CHLORINATED As current) designed the Lakes project w HE SHALL, AT HIS EXPENSE, REF',W OR REPLACE TO H ORIGINAL CONDITION ALL THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT Y g p would consist of about 140 single family homes with streets, utilities, an area for a EXISTING IMPROVEMENTS WITHIN t'::►F� ADJACEPdT TO THE JOB SITE WHICH ARE NOT WATER MUST BE REMOVED. BACTERIA TESTS WILL TAKE A lake, landscaping and g Y DESIGNATED FOR REMOVAL AND BVI iICH ARC: DAMAGED OR REMOVED AS A RESULT OF HIS THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE I V. STORM DRAIN CONDITIONS p g possibly same commercial development. With the exception of SLO-1877 which is currently in aper MINIMUM 48 HOURS. OPERATIONS. CONTRACTOR SHALL RMPLY WITH THE PLANS TO THE space, the other three prehistoric sites, and isolated areas would be directly impacted by the project. Map 3 shows the EMEDY THE WORK TO CO SATISFACTION OF THE INSPECTOR. A. REINFORCED CONCRETE PIPE (RCP) MATERIALS AND original site and isolated artifact boundaries as block dashed lines. The red lines show the site boundaries based on the 16. OFFSITE GRADING OR OTHER CONS,h,,UCTION WORK WILL NOT BE PERMITTED INSTALLATION SHALL COMPLY WITH THE REFERENCED O. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL subsurface testing program. . WITHOUT PRIOR WRITTEN PERMISSi,A4 OF THC OFFSITE PROPERTY OWNER. L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, CONTINUE DAILY UN11L TWO (2) CONSECUTIVE DAYS OF AND STANDARD SPECIFICATIONS, RCP STRENGTH CLASS SHALL F ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS PASSING WITH A MINIMUM OF 48 HOURS FOR EACH TEST. For all areas outside the red site areas on map 3, development can occur if the areas are first surface collected to remove 17. THE CONTRACTOR IS RESPONSIBLE:: I OR THE PROTECTION OR PROPER RESETTING ACCURATE RECORD OBE AS SHOWN ON THE PLANS. JOINTS SHALL BE GROUTED THIS IS A TIME CONSUMING PROCEDURE IF TESTS ARE surface artifacts. All grading and trenching to depths of 5 feet should be monitored b a qualified archaeologist and Native PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING P Y q g at e OF ALL EXISTING MONUMENTS ANI) OTHER SURVEY MARKERS, ANY SURVEY MONUMENTS BOTH INSIDE AND OUTSIDE. POSITIVE AND COULD RESULT IN 48 HOURS OF American to recover any isolated artifacts that may be unearthed. If an concentrations of artifacts, or ovens, hearths, DESTROYED BY THE CON 'NHALL BE REPLACED IN ACCORDANCE WITH THE STATE THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE LAND SURVEYOR'S ACT ATT THE is:i>I�dTRACTOt�`S EXPENSE. MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE B. DROP INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RECHLORINATION BEFORE RETESTING. WATER METERS WILL etc. are unearthed, works should halt until the discovery can be evaluated and appropriate recommendations made. THE It THE CITY OF ATASCADERO STANDARD DRAWING 502. BE INSTALLED ONLY ON AN ACCEPTED SYSTEM'. DESIGN ENGINEER. For all areas in red on map 3 for sites SLO-1875 and SLO-1876, some direct impacts can occur if the are mitigated. 1$. NO TREES SHALL BE REMOVED Cj l+II:.R THAN "THOSE DESIGNATED FOR REMOVAL ON THESE GRATES SHALL BE ADEQUATE FOR STATE OF CALIFORNIA HS- First attempts PLANS. TREE REMOVAL INCLUDE:,.:i REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE 20 TRAFFIC LOADING. pts should be made by designing the project to minimize direct impacts to these areas. After this is done the R--VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY C. ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A" following suggestions for mitigation should apply. Specific mitigation techniques may vary depending on the archaeologist P. ALL TAPPING OF EXISTING MAINS SHALL BE PERFORMED doing the work. These are only general guidelines. 19. UNLESS OTHERWISE NOTED, ALL I;�i�.��i"!NG SEWER CLEANOUTS, MANHOLES, WATER VALVES, ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. AND OTHER UTILITY BOXES ARE to BE RAISED OR LOWERED TO FINISH GRADE. REINFORCED PORTLAND CEMENT CONCRETE. BY ATAS. MWC, CHARGED AT THE STANDARD DATE IN EFFECT 20. SAWCUTS SHALL BE MADE A MINImoM OF 12 INCHES INTO EXISTING PAVING AND N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF D. PVC SHALL BE SDR 35 WITH INTEGRAL SOCKET END FOR AT THE TIME THE TAP iS MADE. SLO--1875. The eastern area of this site con be mitigated by excavation of three 2 by 2 meter units excavated at each A5 NECESSARY TO REVEAL A C Ot0ETENT STRUCTURAL SECTION. EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND GASKETED JOINT ASSEMBLY. PIPE, FITTINGS, AND end and center of this area. They should be screened with 1/16" mesh screen. C-14 dates should be obtained for both ENGINEERING DEPARTMENTS PRIOR 70 FINAL INSPECTION. JOINTS SHALL BE IN CONFORMANCE WITH THE APPLICABLE Q. ALL WATERLINE AND APPURTENANCE INSTALLATION SHALL shell and bone (using AMS techniques if necessary). After the mitigation, normal compaction and other grading can occur 21. EARTHWORK QUANTITIES : REQUIREMENTS ASTM 3034. BE INSPECTED BY AMWC, and should be accompanied by archaeological monitoring described above. . CUT : i��,000 CUIsIC YARDS 0. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE At least some of the western area should be protected by design if at all possible. Probably the area of SLP 1 and 2 is FILL : It),t00 CUBIC YARDS V. WATER MAIN CONSTRUCTION NOTES VI. EMERGENCY ACCESS general the western area of this site RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. the most intact and contains the most dense concentration of cultural materials. In EARTHWORK QUANTITIES ARE BMSI i,) ON THL DIFFERENCE BETWEEN EXISTING GROUND A. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND can be mitigated by excavation of five 2 by 2 meter test units space over the entire area. They should be screened with SURFACE AND PROPOSED FiNISH rI<ADES AS SHOWN ON THE PLAN. EARTHWORK P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR THE SITE HAVE BEEN BROUGHT TO SUBGRADE, AND A. IN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES 1'16" mesh screen. C-14 dates should be obtained for both shell and bone (using AMS techniques ' ( g q if necessary). After the QUANTITIES ARE PROVIDED FOR I-FkMITTING F�URPOSES ONLY. NO WARRANTY IS GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN COMPACTION CERTIFICATION. DURING WET WINTER MONTHS, THE CONTRACTOR SHALL MAKE mitigation, normal compaction and other grading can occur and should be accompanied by archaeological monitoring EXPRESSED OR IMPLIED FOR THEIR ACCURAk Y. SHRINKAGE, CONSOLIDATION, AND ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS 70 DO S0, EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR described above. CLEARING LOSS FACTORS HAVE N')I� BEEN INCLUDED. CONTRACTOR SHALL MAKE H15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL HIS OWN SITE VISIT AND QUANTITY TAKE-Of-_F AND SHALL BID ACCORDINGLY. TRUCTION TO CORRECT SUCH ERROR. SEWER MAINS AND LATERALS WITH A MINIMUM OF ONE EMERGENCY VEHICLES. Part of the SLO-1875 area may be in the lake area. Special monitoring of this deeper excavation should be done by a NECESSARY RECONSB. FIRE PROTECTION IS TO BE PROVIDED PRIOR TO 22 AGGREGATE BASE : FOOT OF VERTICAL CLEARANCE, UNLESS OTHERWISE geomorphologist and archaeologist to better document the land farm of the lower component. The Lakes project area . Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY AUTHORIZED ON THE PLANS. CONSTRUCTION OF ANY BUILDINGS PER THE 1988 EDITION contains complex subsurface trenching for underground utilities. Monitoring of subsurface trenches for artifactual materials A. AGGREGATE BASE MATERIAL t.i iALL CONFORM TO THE APPLICABLE REQUIREMENTS STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION OF THE UNIFORM FIRE CODE. DIVISION III, SECTION and features, and for alluvial sedimentological data (mapping of paleochannel deposits and stratigraphic relationships) would OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION C. ALL WATER MAiN FITTINGS, TEES, VALVES, BENDS, 10.301 C, WHICH REQUIRES THAT WATER MAINS AND proved significant information on the Lakes project stratigraphy. Findings may be important to determining antiquity of B. AGGREGATE. BASE AND SUBB,A-,,E MATERIAL SHALL BE COMPACTED TO A MINIMUM SHALL BE INSPECTED BY THE CiTY ENGINEERING DEPARTMENT PRIOR TO THE ETC., SHALL HAVE FLANGE CONNECTIONS WITH ANY HYDRANTS SHALL BE OPERABLE AND TESTED. AN ACCESS cultural items, poleo-environmental information for landscape reconstruction, and encountering further potential PLACEMENT OF BASE. ADJACENTFITTINGS. ALL GATE VALVES SHALL BE archaeological resources. RELATIVE. COMPACTION OF 95%. 0-1E TOP 12 INCHES OF SUBGRADE BELOW RESILIENT WEDGE, UNLESS OTHERWISE SHOWN ON THE ROAD WITH 6 OF AGGREGATE BASE ROCK WITH A MINIMUM AGGREGATE BASE GRADE SHALL l+t:: COMPACTED TO A MINIMUM RELATIVE R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PLANS. WIDTH OF 24' FOR FIRE TRUCKS MUST BE KEPT OPEN AT * Monitoring of trenching may also result in collection and COMPACTION OF 95%. 9 Y processing of earth materials for age dating - charcoal in PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND ALL TIMES. A PORTION OR SECTION OF WATER LINES MAY context; shell in context; soil for soil profile chemistry. 23. ASPHALT : SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING #426 AND AS REQUIRED D. FIRE HYDRANT ASSEMBLIES, GATE VALVE BOX AND ANCHOR BE PUT INTO OPERATION FOR FIRE .PROTECTION. BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. AIR RELEASE VALVES, THRUSTBLOCKS AND ALL OTHER WATER • Collection of soil samples from any potential archaeological features and surrounding soil for laboratory testing and A. ASPHALT" CONCRETE PAVING ,.i CALL CONFORM TO THE REQUIREMENTS FOR FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WiTH analysis of soil chemistry. Findings of soil work may be significant to archaeological questions of antiquity and ancient ASPHALT CONCRETE TYPE B AS `:I'F.CiFIED IN SECTION 39 OF THE STATE OF S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY ATASCADERO MUTUAL WATER COMPANY STANDARD DRAWINGS. VII. LANDSCAPE CONDITIONS land-use character, and also aid other efforts to understand soil processes and human ecology. . CALIFORNIA DEPARTMENT OF TRAi i",POKTATION STANDARD SPECIFICATIONS, JULY SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF-SITE 1992 EDITION. PROPERTY OWNER. E. PVC PIPE SHALL BE CLASS 200 AND SHALL CONFORM TO A. ALL COMMON LANDSCAPE, IRRIGATION, WALKWAYS AND SLO-1876. The western half of this site where STP 1 was excavated can be mitigated by excavation of three 2 by 2 meter 24. GRADE CONSTRUCTION STAKES SH,,i L BE SLIT BY A LICENSED OR REGISTERED MEET THE REQUIREMENTS OF A.W.W.A. SPECIFICATIONS FENCING SHALL BE INSTALLED ACCORDING TO PLANS units excavated at each end and center of this area (west of the barns and other structures). They should be screened CIVIL ENGINEER OR SURVEYOR IN IIIE STATE OF CALIFORNIA. T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY C900 FOR 12 INCHES AND SMALLER. PRIOR TO FINAL APPROVAL OF PHASE I IMPROVEMENT with 1/16" mesh screen. C-14 dates should be obtained for both shell and bone (using AMS techniques if necessary). DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR PLANS After the mitigation, normal compaction and other grading can occur and should be accompanied by archaeological BENCHMARK: SEE SHEET No. 1 t ,)k BEIJiIIIMARK INFORMATION. IN ANY WAY DiSTURB THE GROUND. THE DRIPLiNE OF A TREE TO BE PERSERVED. F. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH monitoring described above. PRIOR TO PERMIT ALL TREES SHALL BE FENCED WITH METAL T-BAR AND ORANGE GRADE. VIII. N 01 SE MITIGATION The eastern half of SLO-1876 is planned for open s ace MESH NETTING CONSISTENT WITH DETAIL A ON SHEET 2A. p p p /park. All removal of structures in this area should be reviewed by 25. EROSION CONTROL: G. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION the project archaeologist and work done to minimize subsurface disturbance as much as possible. It may be necessary to AS TO EXACT LOCATION BY CENTERLINE STATION AND A. A NOISE MITIGATION PLAN FOR THE AMWC RIVET; WELLS conduct some subsurface testing in the eastern half depending on the proposed impacts to the area. It is assumed this A. PROVIDE: AN EROSION CONTROi fil.,ANKE T LINING WHEN SLOPE EXCEEDS 2.0%. U. THE CONTRACTOR AGREES THAT O ACCORDANCE WITH GENERALLY ACCEPTED MAIN DEPTH OF ALL WATER FACILITY APPURTENANCES: area contains a higher density of cultural materials than the western half. No specific work was done in the barn area for CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE SHALL BE DEVELOPED AND APPROVED BY THE COMMUNITY this testing project LINING SHALL BE NORTH AMERICAIt (:�rlEk:N ,125 OR AN APPROVED EQUAL. VALVES, TEE AND OTHER FITTING, METERS, AND OTHER g p ject because it was outside the residential area. If this changes, additional testing may be necessary before AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING DEVELOPMENT DEPARTMENT PRIOR TO FINAL APPROVAL OF mitigation guidelines are developed. B. INSTALL LINING WITH APPRO'vt t} :,TAPES S. THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF THE ENGINEER WITH A BASIS FOR AS-BUILT DRAWINGS. PHASE I IMPROVEMENT PLANS. ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO A "W" SHALL BE CLEARLY MARKED ON THE CURB FACE FOR SLO-1874 contains two components. This entire area is within the residential development area. As designed, there was APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE SERVICE LOCATION. concern about the necessity of soil compaction due to projected fill that was to be place on this area. Based on the 11. INSPECTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE subsurface testing, it appears as if the lower component is 18" to 24" below the exiting surface. 1. CONTRACTOR SHALL CALL FOR IN',i + (;TIONS .AND TESTS AT EACH PHASE OF CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL WORK AND IN A TIMELY MANNER �iO E.NSURt A QUALITY JOB. LIABILITY, REAL OR ALLEGED iN CONNECTION WITH THE PERFORMANCE OF WORK This entire area con be used as planned if a mitigation program is conducted. This will consist of surface collection of the ON THE PROJECT, EXCEPTING LIABILITY ARISING,FROM NEGLIGENCE OF THE entire site area, and subsurface samples of both the upper and lower component. Because the lower component will be 2. THE SOILS ENGINEER SHALL INSPE t i AND It 31" ALL GRADING OPERATIONS DESIGN PROFESSIONAL. below two meters, larger units and/or shoring may be necessary. It is recommended that three 3 by 3 meter units be IN THE FIELD AND SHALL DECLAIM': iflAT Ai..+. EARTHWORK WAS PROPERLY excavated and screened with 1/16" mesh screen. The lower component con be sampled with smaller units inside the large DONT«:. AND WAS DONE IN CONFORM ,NCE WITH ALL REQUIREMENTS SPECIFIED V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC 3 by 3 meter units. C-14 dates should be obtained for both shell and bone (using AMS techniques if necessary) from the HEREWITH. CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR lower component. After the mitigation, normal compaction and other grading con occur in the 18" to 24". No major 3. CONTRACTOR SHALL BE RESPONSIBLE: FOR OBTAINING AND PAYING FOR ALL TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR grading should occur below 24" except utility trenching. All grading and trenching should be accompanied b archaeological LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND g g p Y g' g g g p y g NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNECTION WITH THE GRANTED BY THE CITY ENGINEERING DEPARTMENT. monitoring described above. WORK SPECIFIED HEREWITH. W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER 11 I SLO-1877. This site should remain in open space and protected from secondary impacts from relic collectors and other 111. INSURANCE AND SAFETY OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. potential impacts such as dirt bikes, miscellaneous excavation or dumping from residents nearby. If any extra soil is generated from the Lakes project, the SLO-1877 could be capped or passible fence to protect it. If capped, it could be 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY used as a park. In this case the project archaeologist should review development plans, MEASURES OR REGULATIONS AS IHEY PERTAIN TO THE CONTRACTOR. THE IX. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. 0,OFESS) CONFORMING TO INCLUDING ALL LOCAL,STA1 t ANO SAND FEDERAL SAFETY AND&IALL BE SOLELY ®HEA HEALTH Y. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ASTASCADERO IS FOR THE LIMITED .LE FOR I y._A4 O��l' ,. REvisioNS STANDARDS, LAWS AND RE.GULATIOiiS. PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER APPLICABLE .,�� 1.. TRACT 2271 -�- THE LAKES (PHASE 2) CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL w 'U,;..: I,.:.:. + N0. BY DATE DESCRIPTION 2. THE CONTRACTOR SHALL MAINTAIN IN FULL I ORCE AND EFFECT UP TO THE Q ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFOR rn DATE OF FINAL No;033760 _- .. RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS, I `Exp.6/3 `02 3 (� A r.,,.s' TAN D AR D NOTES . M amon 1. WORKER'S COMPENSAT`i(.,i t iN5UR,A,iJCE IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 2. PRODUCTS AND COMPI.J.` i�ED OPERATIONS INSURANCE * 3. COMPREHENSIVE LLABiLi l "#' INSURANCEj,9 CIVIL �P ENG 1 N E E R S 3: LIMITS OF INSURANCE, CLAUSES, At,t.) ADDIT Ic)NALLY INSURED PARTIES CALk�� * P L A N N R s �" C I�TY O F� ATASCADERO, C A SHALL BE 1"0 THE SATISFACTION .,IND APPROVAL OF THE OWNER PRIOR TO 1 THE START OF CONSTRUCTION. h S U R v E Y 0 R 5 /, .- 364 Pacific Street /yz \ z4-/0 ( *: Scn i. r if (8 Obispo, 74 s34o� JO N R. FALKENSTIEN R.C.E. 33760 EXP. 6--30-02 DATE (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: SCALE: I SHEET: . I KDW KDW JRF 000209 NO SCALE 2 OF 23 . 11 1-11 .._.m .. _._.a 1 � ...m.._ ____ _, __ _ _ . _ _ _:.....,._._. . r.. ___.. . _ _w-_ -...,. _ _-------- _._. ______._ _ ._ ." ... _ _.". __ ..... _ n _ ,,. ._.�.__. _�_.n___.._ n__ .... .,. . m.._- ,, _._, ® u EAST TRACT BOUNDARY - �Kf �.. ,� rS-�tN� ,cY-200 LB ROC M1 FLoO L�EVATIONs �- usTEDif STAC:L SRA �E MESH CCS E RIP RAP OVEN STD. GEOTEXT E11 ,;. t... ®per '` t TER FA®RICO$ SF x 3 T DEEPS �I � q5 a �� ••. •• AL -EASE T.,.�. 1� D Y ow R CAL TRANS TD. SPEC. SECTIOIN 7 ) co _ c► od . . �.� METHOD "B" PLAC ING CLASS .a �r. 2:1 '• " 0r, .. . PHASE 1 o�� 2:1 FILL SLOPE (TYP.) _ „r-� � _ �' a «�r. PER PHASE 1w- BOUNDARY �' - - "" 790.24 INV. { `� gS .�8 802.83 FL 802.84 FL-HP :2� ;�•" w--. �.,_ 0 N 56"09'57" Wa,,, ,� .. _....v_ - �. 4 71, " -'- 1.0% MIN.*'(- _ . %" F P�w --+w- -.►..•- --..- .. - ---r- "" 1.0% MIN. 01,67 FL .._....,. 1.2Z,.E�.. w q4n n „�- "11C 801.96 FL MIN. 802.68 FL 1.0% MIN. _010- 1.C3% MIN. Wim_ 1.0% MIN. --� 1:Q }{� _, .. �� 1.20 FL 801.96 FL 802.68 FL 803.48 FL 803.4.5-FL � 804.36 FL 799.00 FL EXIST. 802.31 FL 800.87 FL �, „` s J 800.3 $0 _ --•- 6o2.3n FL 802.31 FL $01. m _ P _ 3 FL T-- 804.00 FG-HP 802,3o FL « $ 2:1 SLOPE r W REMOVE EXISTING FENCE EXISTING PER PHASE 1 309.70 LF 48" HDPE S.D. -- S=0.25% z z14-5 �' v 711iiiiej ' Ln ' z 5 �' z z z z z z z ;� 00 0 0 �0 0 0 � -. &� 0 0 3 39 130 a 40 a41 42 43 44 1_: 1: < r- l3v 646 TYP. A 15' WIDE PRIVATE > 27+83.03 CIELO GRANDE DRAINAGE EASEM X� ER PHASE 1 I� ....... 20+64.75 VIA ESTRELLA ►► 152.64 L� ZDPE 10, -10 REMOVE BARRICADE S.D. -- S=0.25 (PHASE 1) FACE OF I N 6' DIA.) � I 1 LOCATION OF Q � � 801.48 FG 801.85 FG � � o LOCATION OF A I (6 DIA.) 797.70 TCEDGE OF PAVEMENT AN ,n DIKE (TYP.) ROW (TYP.) 0 EDGE OF PAVEMENT AN 91.57 INV. IN PER PHASE 1 791.37 INV. OUT 790.98 INV. INN W 790.68 INV. 6" A.C. DIKE 800.46 FG 'n 6 A.C. DIKE �•----•--- 790.88 INV. IN S-W �{ � � • t � � 799.74 FG 790.78 INV. OUT 1 � 799.25 FG 800.05 FG (` `Yc N1, � FG 798.45 FG 800.85 FG �34+ �' ""-► 799.08 ..-� 799.85 FG �.-„-�,-„� 798.32 FG END EXISTING - (J%.� .:, CL + 0.18' 3.��i-t3Q $02.2$ FG PAVEMENT .�`.�t-��a � TYPICAL TD _ .�3-�OU �ry ,. r 801.15 CL ---,-- 26 r 00 � aid 7 f fid 2 c C SEE NOPE 00.58 CL snu a�: CL800.28 27+00 _w_. M _r�� •. _ �.. __ � Q w: I L GRAN D4 799.62 CL 800.15 CL 799.92 GL 0.6% 0.6% 799.25 CL 801.91 79 49 CL 798.28 CL 797.68 CL 798.59 CL 801.48 FG Q �p,5E- 84 FG _ 7915.8-3 CL -"""'""'"w 798.19 CL -- I 797.60 CL-LP 797.93 CL 800.82 FG ...�.� P�� P __.. 800.03 800.42 FG 799.54 FG � 798.23 FG 801.7 .��- ...� 798.58 FG Qit� 798.23 FG \w.7P7r_ t t798.44 FG R=6025.00 -� • --- L=703.47 10 0) • R-6025.00 � a ,, L=353.07 798.51 FG I . C� 798.69 FG 791.20 INV. Q=6 41 23 800.50 800.50 FL , EXISTING IMPROVEMENTS �=3°2127 ~ V) 800.50 FL 800.50 FL 800.50 FL 's. PER PHASE 1 - X! TI H 798.60 CL 800.50 FL PER PHA 800.50 FL 791.95 INV IN c.t ..r 791.85 INV. OUT X14° EXISTING PER PHASE 1 °� �p v 107.96 LF 36" HDPE - S.D. -- S=0.25% Z 2 ?• �y 799.00 FG Z z z4 soft dowo4mow 6 799.0 o Volbit p 50 49 14 R=900.00 L=52.77 A=3'21'34' �` ND EXISTING PAVEMENT A . 803.46 FL PHASE 2 LIMIT 402.33 L-HP MIN• 799.10 CL 802.33 FL `�' 802.75 FL ., • " . 802.30 FL 802.30 FL 803.27 FL ' 802.34 FL -79'9: FG PHASE -- � L -- -- 8 2 LIMIT 802.30 FL �' '� 802.30 FL 1.0% MIN• ----- I ' '"' "`°`• 802.34 FL -•--�- 802.30 FL � 802.30 FL 802.30 FL "�'`` 799.55 FG 802.30 FL 1,p% MIN. 4, _--_ �' 1.0% MIN. FL-HP EXIST FL MiN• 1.pg0 MIN' ----- � 800.42 FL o 799. 5 CL ..r.•- 1.Q% MIN. --► 802.20 FL-HP 602.20 L 602.34 �. - - FL-HP .N--- 1.0°1'0 MIN. - .._ - -- 1.0% MIN. "'""' 09115 � 1,0% t`�IN• S Miami . -•- ,. -- - 1. -U 801.58 FL EXIST �� WN 802.90 FL-HP .90 PHASE 1 LIMITS u, 7' �� -- 0.6% 02.90 FL-HP 800. 7 FL 0• 0 �•------'^-" 803.40 EXIST F 19 = TOP RATE -� ._.- N ...: 18 �► �� a 5:1 5L0 800.40 FL 5:1 SLOPE (TYP. ON SWALES) \802..66 Ft HP EXI1'. �-7 o / "# r. � .20 EXIST & FG I r� � 803.00 EXIST & FG j �\SF PHASE 3 T X�S-T`NG) EXISTING IMPROVEMENTS 802.80 EXIST & FG PER PHASE 1 802.60 EXIST & FG '....""`r, 5;1 SLOPE TCE 800.1 803.00 TOE OF LAKE LAKE SURER THE FG ELEVATIONS SHOWN ARE THE SAME AS TOP OF DIKE �.- '11 - BOTTOM ELEVATION. PHA 4 3 to ► i46 AN D „»rtL01 SCAL 1 =40 G IN THIS RE z ~~�"� EXCEPT FOR LANDSCAPING PURPOSE a TRACT BOUNDARYco • 1 FL PHASE 3 5:1 OPE 1 � .,, _ SC pp EDGE OF WATER 803.00 EXIST & FG f REMAINDER D AGE SWALE � . .. s PRIVATE d E - �1.0% MIN. 804.06 FL -�-- 1.0% MIN. r s o�, ~-'�� SPACE EASEMENT o X305.46 FL-HP 100 804.02 L �� 79 � �� go5.47 FL-HP GRAPHIC SCALE �r a YP 8 1.46 FL 40 0 20 40 60 160 Z �� , A1 .. IN FEST ) 1 inch -- 40 It. c� x. x " 4 �- 478 4.18 FL QF ESS/ _ ' "T ' 03. IST & FG �QR 2:1 FILL SLOPE { YP.) �. <v4� 91.VALKF� � 80 2>� FL •� � � � s� 2 Ni. C 5� 803.4 FL HP Na.C33760 REMOVE EXISTING FENCE G�� Exp.6/30/02 ., 1olti P,. civ, ,� R E v I s I N s TRACT 221 - THS: LAKES (PHASE 2 CA 0 N0. BY DATE DESCRIPTION .. y ° til/ � Z0 '�,S .�.,..` -,-. �, `�.�` �.. p�. Q� ��,. GRADING PLAN LOTS � 0 0 S I G �1 1� � Y OF ATASCADERQ CA � � PLANNERS ,; TRACT 801.85 FG SURVEYORS / f % - _ C 1 60240 .20 FL P �. w..1...r, ..-^... ..... .. 364 PgCific Street 45Son Luis Obispo, CA 9340► JOHN"R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-Q2 ` DATE �... t.. �'",'''^-.,,,. .. (805) 544-7407 DEPIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: w i r ; ; 80 .40 IST & FG KDW�JAF� KDW JAF 000209 1" = 40' 3 of 23 t SEE PE AN TEET T OF LAKE SHORE r 1111,; '-�..-...._..� 803.70 FL HP E GE OF WAT R _�,,,,,. PHASE I 0 t nw.._a. MO& . 11-% v� ulm � Z 7: j r r r r �,,.a NO GRADING IN THIS AREA �1.�► . . r- . -------- -- „ 1 .1111.... . 9 � VIA ESTRELLA RASE 3 LIMITS _. 1111. _. 1111 _. - 1111 - - - -- -- -- �"`` . DESIGN OF 1 P _. 1111 ... _. - -- -_ '""" •` `"` - -t1.G - - •' r r r r STA 10+00 TO 19+030.07 8t7 .85 CL _. ._ .- -- --• -- -- -- -" -- -- -- N PHASE 1 PLANS w._. - - '_ r IS SHOWN O - � - '� 02:28-FIS-- � ' -_ C °39" E $ 400�a' _ _ - o" _ w _ - _ _ _ _ 8 :, - - -- s. sc r r r .Y"s. PHASE 1 LIMITS ',; S 64 -„ _, ... 1111. _. 1111 -- -- _ _"' .�-. "�"` -. _ opE , i" S - - - 1111 ,_ _ r. _ ,_ - .- - ..* 805.77 FL-HP ..w """ "'"""»� 4 FL-Hf "`" .w..Z- `"' _' --, - X! TING DMH "` 11„11 ... _ 1111 ..- -- -- ... - - -- _ �„� , 0 °. ., �: _ �i " 39 1 S�-�.. �4 V1 Ill4 rn 807.E .. „ -�-;-- 4 1111„ ,,, ,..,:.w„ 793.30 INV. IN c.V' .. 800.94 CL-HP 1111iiiiiiiiii �,. - - " " -~ ._ . . S I < OUT 793 20 INV t :.,,..�. w.,..,,...,.--------l--- ,.,...._. � �.,.. ....�,�...�.�.. ..�„�,., 1111, 1111. 1111. .. � .�� -..-------- •1111--- 1.0% MIN. '--�"' '"•-- 1. ° MIN. •-•-•�.- � � �� \ r w..» .1"1,1,1.«- n.r,-,.wa,o.u- i ^,,..,[ • .,4.� ,v-w ..n,.. c1 --,,,,w,w-I-,,,,,,�M,. ...�..-�---" . ""�,�� 805.22 FL 805.69 FL 1'0� ---Ov �w� ��w� ��. w ---,,�-- �.. .Is---- .. MIN. � \ �....�' �-�,�.. .«�.,ti.�"r , msµ...... ..w.� 1 - - 8 .02 FL X1.0% MIN,,.. 803.72 F L 805.00 =`�P"' " �, 805.69 FL 806,32 L '"w"w ,�rw �1111, �,,....,,,,..:,,,:.w...'.,...�_.. tai 8 1.05 FG•-4' 803.69 FL-HP - -�...•�.-� �"..�..,, .. (\_:806.47 F-- . 11111111 �; N -.- � PHASE �� I T FL 1.0�« M1N. � ` \ \ 800.37 FL apE -•-.r-- 9 806.32 FL �.... i'� 5'•1 5� .6- P i 11;11•"" \ rw �. w - �.4 ��° •�.�,,.« � 807.51 FL- P iw � �',.�ww , of�y; tom° V I w ^-�.4<„». ° 000010 -,f I -11" ",'--. «,._.�..-..�._-,-. ,.._,..,�: Z 804.00 FL "` 2 Oft IL I 0 W ° b� �- \ \ 5:1 DAYLIGHT LINE k '' chi q -4 . I �l V) w- 59 60 806.69 FL \ { _M 'k, 802.82 FL q ." - 1 ` �° X* EXISTING 30 HDPE SD ; xd ? 1 �. ` ` C '< V"v- ,., 2 2 � � z � �- \ � ��..w-�M-,--E-XtS��A.SI. G � S �- 0.25% 11 1 k�, T N n c7 ° Z 2 �� . /� � j>. 11 TO BE REMOVED (TY P} --.,�".,---w... + ' " -d FENCE '" cX�, b'` a �. /`� I \ S�, \ �p �. '�" t �'• o 807.11 FL \ �' \ \ ' ( .h "~ - w 807.46 FLS \ C(` < rn �� ' 1'`" ��,• DAYLIGHT LINE FLATTEN SLOPES ASID DAYLIGHT AS �4 9 �� ,� �° �„�_ r NATURAL DAYL GH 0, 2 "' s � ^�� \ "NA UECLSSRE ULT WCrHI UT ENTERING , \ J t, I _, ° UND R DRI LIFE F OAK TREES YP t1 W%SE--1 � �, 8=2340.00 w� .- ,�O°� t' 808.08 FL-HP \ ,4'A OAK TREE (T ) y xd -- XISTING SDMHL=•647.24 . . 805 \ \ 11, HASH 1 '�,` v)g .2 CL 800.29 TC 804.65 EXISTING $P • , -� �,, 794.Oo INv. x p=15 50 53 z� �� ` 793,82 INV. IN So �, rw�, o �� w w ` I 2:1 sLOPE \ � ��, 793.92 INV. IN E W C .� ,---� ��-�, -.,, 804.61 FG r >, + , 73.12 INV. OUT '`t Tz --- N w"� a ��_,... .... REMOVE BARRICADE �' ' ti. - /� ..,: -.-X { - __,� \ , 1111•1. (PHASE 1) »�� ,m w..��, ,Y,� S 804.28 PG„' .`a i �" \ �*%Al `,I)01 Ae „ t - I S ,"` S w"" -- " "� i - \ \» 1. l 803.15 �_. �. � �,-1 \ -< "`1IDA -- ,,mmam :�� 8 wWw« 804.93 FG tiJ - 1111_.._ _ \ "` . / $00.29 "f SN804.50�� - ,.. ti. - V� \ ' k N. OL I - 794.On INV f s°� D Jftm pyv--", ----_, .. " , C y + "�" .5/ """"'.+1111 \K x +-..w..,.,.,,, ,., "» C �7 ,"--l" � t �° -i 80 : CL 8 0 ° 1-1, A � EXISTI��t £r''1��I'/1/ /`r 1/T/r"j I� � �M�-�-� �.�,� � �<.��•!-„lz .--,� 11 8 .s .,� 02.34 TYPI A TD CL.,� 0.1 s S 803.51 CL BE REMOVED r l t b --� �.. ,, ---- .. .75 cL �.., � 2.58 S 803. .. . So1 o c8 I,.._ ,'f r,f/�f flf�;J,j 1 t i + \ \ d SEE 1111.--- r/ A \ \ ' DEQ '�L 1111 '`" S .,w - FG S S �` 0 CL '��`I /I w 1 ,//1lr!1li/!rl \+ r'. 6 28,Avv- 0 A Eslh�t Vlth---w\.\. w 801»82 � � w. 8 5.07 FG r f/I f 1 (.1 J j {.„/,� , u - 16+� Q ry � »..-w w w- .�.1 _ v•,�..`"., 1 j l .~ l L {_ ! p \' ( r • r •-r � .w ; ST y,. ,. ..: �� 800.$9 FG .�.. .w �. � 80^.Q ;/ � + \ i , \ r///", ;' w, . - .. �- �" ""� 80 , a "'... -•- '� 804 -,- .w �"""' ►TURE LCAT 1 �� -��,,,,, �, ll . .. 1; _ EDGE OF PAVEMENT r r ,,rte° x 1 �,�,,,,�°�"� _ _ \ / 1 Jl Jf r jY J t 1Jrj, V� 1 ----- "" - y" r" / , "°'- -,,..1�...K„�".``r'� AND ----� � � --- t,,"� .. 4.70 FG �� . ; ,,„_..,�... � 1 ,t r r J; ,-- . _ t ,r''� it «'« �,:,. ,,,,. •.�w».,w,.-- „+' ,,:,,,..,,.w:« tJ .!� 1 i _ r �., 1111, _ ?�:. ,b •1111. .,-•--- ,,,.."..".,'..• .r•" „.,. ... "'w"•`•. i mow„„ w,..,.»�w.0w- •-""""` »/"""4 > .»� ."`"".... ».w"r.�..ti.,,...•,^•^,.^"`""'r"`"""° ..,,.,..�:».on.,. `'} •.r«.. �A' ` P• ,r �'•`w, + , ,r N,j r ,,11"1,,f-r' 1 w _ .-+ _,;,,y„-' �- ' FL yq o.,.,- �^'' ,r- .rn•"" >b« „� '� I - 11, l t f/ ..f l/ /1 f t i ..•-"°",- p S a 2.as .�.- 1111. »,.» • V "H"... .. »-. ,_.».:>»,».,.,.,,«...-,,,.,,.^,..,:.,,«..., 7` '' �,�''� „w,.�,:..:.^.. "".' SIS w 'I 1 / }' (t, {�4 1 P j ''..� . . P H/,, 't:, «w�A.tl"° .." .w...., ,.• -ll M""" ,w """~ - Af .0 I ,r \ ; 1- ...� ✓'" w _, ...,.•..:«.r,„.�^-- y:.'" ».w«w.:w w.••+w._w. "»a +. 1.»60, ° r ' `�, La l `-^-1111 ,_1 w .. �" LIM1 f�a w ----.------� „, .., , . �. .,, IN 0 _ ,.. 1111 .�..«.-- ��•,,�^ '��,.. j' Q1 $ �,7w,,,,rv^rw.«..r,rA»,+•�w`•,�r �'.. x �� 'f'� I� m�' """'•�`""�..•.w,,..�, �,I�`� "�'��/"�".,w`"� � ;f •rv»,-.,ti..,,,�,� �° � Jif lj'r�! !%�lr r i�/11, t r w•.-�_ _ ' "K ll-,-�' '11/f,j IT w. N } 1111.,«...."r• »-'"""" ♦--y'j y�,,--,' y 7, _.^,s.,,,"^w.,,..,,»wn,.,r..,.w..^.w°�.,,� '„ � r f �,....,... _,,,M,.., '`'w'• •,'1;;'�`I t`(J/,1 /1;/', 1 `! l "„ -11' ,,9r d. "`",,« 11 »�»w,w..,",.""•'..r,» f �' .�„ ~,..`- �'. !If J l/I/f( 1 I� * 1 ✓ 7 (0 + 1„ wW` � i 11 ,P, 1 . I j F ��1 (,/� �" 8 � y_ / �'' - !i 1!1 't f 1 i w...,.�_ _w".. 1111. . "114 SQ .4 CL -,.., ww.w.-. w. ,, .w.8(�2 �. ,�: wwW, , ,.�.-- �l 806.05 Fib - 'few 8a FlriI 1, �f�.� , 4w� .''�)- rf��--"//10)i1.1 j 1 i (i _ _. "fir ( s„. N '`` r ' ,t /, , X ( f -- ^ - ,....».,- ,.. >� . ., 111[1.,. „w.._, _,Mw, y` .�-^ ' Z Z Z w 6I FEN ; " 1 r1 f/,,r lr/'�f 1,` + rE ;✓�W.�``A- �`e^ary,r.,...'f"",.°,,,, /1 ,._w M 1 / f t !! . Wm,µ 1•^1,"'1'1. _,....,..._..,...,......-�."--,,..w..,,,....... ........,,,11. -,.. .,a a.. .. .,« ""'"'^w^--•-...,.....,-,,,w,.,,,„,.. -.« ., ° •may � ,.� ^`4 J" r �.«,<erw,,,. ,,.,,,,.,,,.,,,,,"...,..•.,7/1 j 1 /i � ,yam+ � w„'°`° i ��w.,.�,:. t r 1111..- .._11 "...- _-,.. �.,.»__, XISTING 24°' I i1�f�E SD �- -f303...- ,_�,.«, .w- - &t. .0 R. �., �/,p„ 1 ( rilr `1l1 `t'/ t J � w� ...1111... �'y gg ppyy 1 «rC <} �" / 1 ,j!/1 i I�r r�r f r �� _ ..^ a.W lO i °• tiA �� , �, I- �;y C � � r `"."""`' i !j(1 11 1 i 1� ,i � �' <"^'^ «. l°f Ill, !i o c� l 7' ? ° x i E�ISTING ILDING (TYP.j '%l r i =1I�i%7 f 1 r; i . \ .r. . ,� r- le, S , a t' /!f//-/ f l;t, Ir 1 �!1 .1y 1 , a,.-. 11.1.1,-w• "-...... , ,w....,,., .,804- ,. -----.--l-..- � t' vt T P TI N v &� ' / f u Q i r i',l l,!'r{ -11111,1110•, 1 � -, »-� . , wa� .�� ., r ,. 1 �- .� 1A � � ` 72 OAK � t l</t + �f !/"1 .: I 1 1 FEN C 3 I l lel ,") ,,.. ,� `vim t 807.00 EXSTG. �r 14 �° � i I i �l1/I l//1 '1 j 11 ` � r Iii :j 1 i1 ''"". � 803.7 H " 1 �` '� �� / 1 t �..,� v�`�- 11- ' �f f t t PHASE 2 L ��", + ��° 1% MIN t �) _ ......,..,.",1111.N _ ,.._...��..,,,.......,� 1 i X I.TI NSC �..� /-' r" t ;`� ttr4 N a I r'7 i 1 °'-" 1, 3- _.__ LIMi rS 803.65 TC I 806.18 FL ` .-, . + f RIAL SITE 1111 r�`- ,.• i 1 -, c $06.26 FL-H P _.�._� � /1 /r/l T, �`d 'r-,, _ 1 .. . `�-�,.,,. , � 1111,.. .,_.w._ .-1111., _�. 7gs.32 INv. . �w w- }r 1,; r 1 t'j I-fl,y-"- r- ,,� r I,,�.�°� ... b µ.M...,, _, Q�!'1 18" HDPE 805.03 F iP 804.51 FL 805.26 FL 805.26 FL " „�.w� .. i t ;r l f , `r!if`r/( �, �.,.�, �r � _.,,�w # 1 I H "it 80 .6 CL 806.70 FL-HP 806.18 FL ` x , � I�I11,1�> ��r �� 1 -.�• 0 ;�; t ? ,�.;� '�ti-•�-�..�..��f�r�I,f!�`f!; !! r t ��..,, �._......�» ,`';� ;:�'. l w 1111...W,. �-- w „., ;I°1 tt 04.22 FL--HP 803.75 804.5 ,.�,..... ,�,_„ 806 8 1 i ; ,� . ww ..- __,v-._.0 _ww 1111 _. ... 8 FL ._..,�.- FL '° .�' , i Q' t l(r l t t ` i / ,f' ��I/""`--- ..--.1111 �` ~. �,...,,M 1 X, ��A, _ « 796.20 INV. IN S4rN ;` --'„ 1.0% MIN. 1.0% MIN. \. 1, MIN. ,,,* 8071 L-HP 1807.60 �-�. _- <L �l z/ It � i i SS.L Q w v / �_ °w%Y ` � 111:1 f tV► 30 INV. 806.56 FL ., i F ; i .'_~- .�=--- mw... 796 IN & �, 803.75 FL -- „" 1,0% MIN. 1.0% MIN. �._.. ... _ .�,__ . 1.a% ►villi„ «• ... _ 806.77 FL t t ,: �� ' 1 1 ` d i 1111. �,. 796 1 V. OUT � _._..,.,,_ 1111_ _. _ 1111. ,_-�»._._.....-11•,11« .�b% MIN. r �. � t/l tr ,� w i ; �� 1111_. 11.11. 1 oq , ;/! ,,� ,�_�_w�.� 1111._ .._�. __�_._.,,, , _�, 1111« 1111.,. , , 1111 Y ,.,.� i • 1 �� ` 1N• PER SE 1 1111.. P11 + ��-.-1.,._ .._._.__._,.--'-- FOR I 3 ° MIN � ; EXISTINC�'SANITARY SEWER ' . 807 24 FL ,,, . ,....__..1 / f 1111_ ._ 8 RE t. 1.Qy- / � r•r r l7, �1 j �, 1111._ .._-�r `�� .�i r l _ �„,,,Y,. My t w.,_ D FL .,�- w� OF P MlN - _'--_ 803,87 1111 .�w n.. • �....... 4GAT► , 5 EDGE aN OF .�,� �r f, ! fid 1 .� 1111. �. ... �.B C1 « •�` .. ... .r, �, 411 --•µ•- w.w .-•-� " Y�*� NT I J f� .,r �Y �~�w - �j 1 1 ijf flfff f`E f f/`/j`1 l -' rv::M= " Y .� - 1 ., _�. .0.,.,�....x,w..�»,q., �«., �...,,..».»�.�„» --- - -.�- `-.•a AND fi-..,w_�4.C. DIKE _ r r l l 1 w ,r S-, -' �\ STING BUILDINGS TO BE1 1!r 1! f' !ltl v,�. .1' �� D..59' '� / t 1 J �" j r .�;: ,;.:.^„" 1 „,,,,,,.•-•' .e w...,,.,•W..»,.,.,,,oti, >..�.....,., C" .,,.....«�» ° "' +.'.. "r..,..,._. + TYPdoft . 1 1 f ,+l 1 /i'�! , i;t . 4 7 .82 V., �» , , ,�U r ^"1+•111 t �r�M OVEO ( ) ! i/ / ,,l rF ; .. �, ,-,, EXI .TNG t / rwk ' " " .,r _, „. w 6+0.)0,3 _ i" � f: 1 J/ i, ., , i/1 L-- w« , .w..�[.,w,....�.�...ri...,�....�•. �, �� w 803.65 TIC � µr.� �.,-� � w�.:r �� N ARRICADE �"� ��4�-0�G,�..,,,� ,.�. DLAuaEL 't`YPICAI Tt? � CL � 2.� _ to � � � 55� 11'1'!, ,'�1/ , �`'; i 1l!E i e�$ I 11 8 +4U 1 EXISTI G OAK TREES (TYP.)J 111 t .� s �w w».,. .. v,,, `.`I.» i , d /t j ! f°t 11 t r 1 ,.x' "� 7 1 V. ~° m - / , .. 1111 wM.w' ,�, :., - M l w »-.� � (PHASE 1 �.. .. ,,,._... �,... ,�-„„•�'•`--- 4, - .. ,-----.�,. . .� N 806.15 FL r r ,,I� t l�t, 1 j , I � � ,-, � s ,w.......-.�� ,�.. „,x , w+-v. •w a•, -- mw+'wa,w�, � S�CL...:::�:5 �'��.,, �'��---,^..-- „�„.�. SS �� / V jay// t l t% r, w,. _-...�-- # w 1111..-- A ,. ". ........_ ». ". I-,_1 .� ,� I TSS !/ "� S ««,. "`""" ,.. .,1.1- ^""""^- �...w..... � � �...,:. 28 �� ar r x f � \ � j if I--- .,rift 1 1 t i t��f i 1, «....w..-,-, ,,,...„ „,, .w .�..M-„`.w w �,...w ww '3- .r-" ' 1111.,-.- ..mow. �. «�»«.r4..+ w.w ,w rw w. �FM 111,1,,,: `"""'�--.r.� �` / 4... // ;. ,,"�1, /i/ �;f I 'r r i , 1111,»,-+•_"a:,`"....,,^.", .w wM:,,. `."w' ""°"""""."^"„"",w,,,w,:..,w,..:»",,,. + SE-3- .,:,....,.. ........,„.. "`"' / f, X l t1/i rr 1 d 1 f j ``J i; ' �i w• �" �, - W � SE .,.....,,.., ,-.+-- ,.:.« ;�„„::r• ��t.f"`x».,,....»1111., 1111•, M_.�`^,�4 �,r.•^ `• ,,.,,,�,•,.,,. i 1` '��O ,....�"°""` I t ��a, ��- _ •,:. .�--- P .,�-w- ,w w - <. 1111 a- SC'1: _`a,"m ,SS -: .`_-,,,---- `-", "`^-..."`~�-1111.,,,, .. r 'l t ;, !11'r 1 'i''t ' w,,,., .....,...:. r• • w ::,1111. - �-�,---.w „ -^ 1111.• - �, ""'" .°"� -«» .�., www. -.,,k;,,. "'.--+ ,tr / O df l l r 1t/ i j w«,-�-...�..-.._.:;,<.-.M..,..,..�....»1111 1111.,. ....�. .._.,..... -,�----», ,,..>W...r,».... I`~.i I �. ..� �� "��-•� w,�1*a-Y• ..�1,:.«,�,X ,..,�„b..,1 r�,„ �,,, ,:,.�.,...�.»� ».�.,"�.,.,,..„,.� ,. '°�.�.,,, ``' d,,�, w,.-.. m r" � _.......�..._ _,� �-�!j l,rr;i�'Y'' ' i J d�!� �,s S .. -1,V 1570 C) ki[ »„r,.w- . ..,,rx..,,......:.,,.,»-- .w t f �,` ° f ( M.,f r'" f i 1/1 f`{ 1 1 i 1 w_»w 'h-• ,»,.,.•,,,»..r..,""' 1»111,.«. """'•'«ww '••w»,...,W "'.,,,,,,,, !'"6w'" �- `'y �,/' „1111.---'•"11„11 `^//��\ 1,t ,..•ww..,,..:1111. 1111^""' �.w-°V"'"' ................•«.",.,,, .. "�'� »" .,..»r.-.. .u.v«.+ ..,,..,,,o,. ""„""",'..,++«w.«-w,w»w»,....,,,.,,,:.,,:.,. 'w,^.w.«, '.•.,w pal ' �•'�'�^"� .�.,r �±+ J w.� ,r. �..� �' I 1 ` '" ., tI ` 1 i f j� 11 „ �,. ., - ...:.r..�. w-1111.""" .»,+,.^`"'..» r w'• «,.-»rrw„' '-:».a .,..wM.,r.,w� .dls"»+�•.».,w...,M.,,,1. w »11.1•«1. 4 �sP" 1 „ � , t f t'1. _w _ �-.- «,y , ., . _ .4,�,,,,,..., _ x �..»�.w.-.�. ., M �,..� , I , 1 11.11. �,_ _ ... �h � � ` ,. �" -.;w .._ � ... ,^ _ �- w `"�, ."_"""�``~�.*�. t - TR PR TECTI N `� ./ �_ _ .. . ,�' �" ,57 w -CU1° �� --- •= ",�„r., 6 .-td.�:""IN I�ENKG-- , W � 1111-__ _. r,4 C ' - r- -- ^... „.w 802:1.8.,-,�I y .." .,.«, ~» -r-1111. Id .w: w,,.. �,,. w.,,,,,.r..,.,.,««,o-0^' "„>,r._w...,,.. r,,...:w..�.,...w.-w»w..w_:.ML'.•-.r.r..,,,w w ww...w:r,-,1,«•.,„-.m • 11.11 .,w+1111+•' �,�,...» +.,w,rw.,... w,.w .0,w..,,,,,,w, ..o-. �- `^..-„,,..,,..,.. +w ,. ,e.,....-,,....,,-.w ww..,,w-,,,�- 11.11•......, 1111 1111. .w _�... 1111 ,..,...,.,,.w.,.,r.....,,..,..,,,, '•-1111, w'- _ ._y./• .ww ''�4� �w � M y ,»11.11,•.-...w.w.w ��,..,r++'� ..,,.,w.., .,,._++,.,:..,.,w wa.,'o,•"•+..»...o.. «w G' µ 'm`•:.w„'"'"+, "•w. 111-1. .. TI 2� �$� -11»11 « " 11 � 1111..•v+uv::':,"-""^' .^' ... � ."w� , fiC71 ...�" „1111. `3` 3 «« w� -� ` 06 6 -'w,.., '.-•---� --,.. � `-"- ,,, --�._ � 1111 ®�• �•p� y,� �+ �j w� .'" ...$08.64 ,j "" 11'"11, �.�,-.��.•„�K� w-"`� 60: w,w�+..w••--"` V 111:+1" �6..X I.J w,1,N Y °" 1111✓,»"" .rs"-' ., .r,•,.:w..•.,.., .mw,.:,m,,,. M..u.w..w....w.w,.•w.,..+. ww`w+,. w,.w.,•..,,. ".,,:w,.a,,.,».w.: •^-�w»'.,.a r A;' N `""w` .+.„� ., '� •,w'-"` o..�•....,. �� M' .. ' „• �'"'�^+..•j.:.,s,µ ti3' �,,,...-1111•. «,wa+w' -w«,w `"�'"° ....w,,,w.�,�° �ry �-- •'�' °`" 1111. _. 3A(I� I:fi3�' Fes- Pt�t A� .,.. � . �,r� � y,r � 0` 't„�. ��. � .� ��a� 1111 �_,w . �.,.�,,.-11111 ,,r.�,....r.�,.,,,.r,.»w,.. �1� ..��.w . � ...�,,�,. 1111 -�.w ,,,.....,~,�� . � �».. ""rvM. ». " '.�,� ----�..." ..w , �..-. ,�,,,.1111..- �.. --.•`"" °� ��0� 1111`„ «"`n `• ,b. a ,� .� -� 1111�� ,,' ,� I N . .w W w"., ``»° .w. w INSTALL TY :"C1�7t1� �E �W�7'1Nt1" 11I M ., - ► , . �� ~" w � �°. w" - �, w ,, 1111. 1111^w`� yaW y+ �^~,. >~." 0f' "' C�i°� I w w ?C . "" ''*.�."~. r' r \ �G _ .» . » �. �"4f�.0 :,�� w� �: COVER PER CALTkA]4�-Sj� �,, �' ,:.,•""" .o-„,„,,.,,,..""., "1+111. ...+W-.,..o-,,•'�'^'"""' +wa..,..•:.�,:,,w. ....,,o-,FMI� ,� •.-..,.,..,..,....«.w..r�• w -."'�"»"u,.�w„'-•,�,,.... `` �:. ».w"„'"'_.,-1111,. ^"'^w. ""`''>;. w.,�.� t •`""1.111 _-- - �^ '"'"' "'�, •"""". v"",,,'w:.,,,�"'+,,,'n""'^ .K,,,,.w, rte"'" ,,,, ````•1111, �• .w•- ,<-`, 1 °% ^.,,..,., ...r,,,.+.�....:.,:...»�-....<«,,,, "'w�.,. 'w^..�.r,.d--. ;'p -1111,,, "`w u u "W„ t t PR ....,.,.,._,......_ -1111 �M '•www.,»., �W `'"•w "`+" "" �, w w �.°'^ � ,Ntffr r" v '"r' >«,e. w -----d.g�rj r"`r C SHEET ° ..r11w w ° �° ,t'" ww ., �,,.r"' �.,,.„ ,...,r'"'" 1„11 1. 1111..»., "• ..Y'4" ^",.. I •.:..::tv.m6.,,w.1-»,W,.. ...,,,,w.:...a«,,,f.. .w�.,w,".rw„<.« .,.1-9,•.••-. w«-'ra'.'•` „w„ .,,•[w.n„r'•-�`"+.."",,,, "°"""1.w..*...». F {! 1� "'.^o-... -1111.--,...� " `"w.,,,, F �``, •' �• y w T _ �+ :1111 ^.� 1111..».' i�r w, w �. `""� 1111.. , _. OR O w �, ..:�-„>. ,.,. .,.w.,,•.,. "' ' �""' .�..m.+�"" ,.wa•1•••,.w.w-'- ...,.., .n,,..�J.rao-...,. ,.�...M.. :.r..:,».w»:.w+�"�"11•"w1r„ �... ;` ... „w,1,,.,.,..,".,...;."`-ww,,.,,,.,, .' '�.WKE I! ?r 1 I l t,�• "»-,,..'..-'+,....,,,,, ti•..,,.ww.,a a ,.,w", '�w„'""ww.,.' ` +y. - - '� W.� �Ill ! �" r I 09. 2 L A ,, .,. _ .i � .., ., ,,� ny F 1111,:--...,,,..,.... ,- ,• `."ice„' �rd'a „rh,,.."ti... ,...w '�'.,.C.�.G., l `"'""wu..,-.,"".w+r„uw.. •M"wr.,,," "' . ,,.,r,~w»" 4'°'V FS LE / ' / t ';w-`T,� .I''' `.1ro,,, ".w. '"°0k. w - ,,.w. 1»111,-- -.1, _."-1-111 -'t"` .w.. ..«,,.,,a'R, ^-"O1w;,�s+•�• q,-: > •w.,., 1«11.1,-«1111 »1111„ iw9 (/ 1, ""�`°°""»`.. "°°mow.„--- _'w.`' tw »,r� ` `" w w"" "`.--V w. "ti ".y I- �^ l 1,ill { Jp'7' „``.-o. ,�""", � Q.. /"1��' V 1111•""' :`"`" ,y.,..,,. ......,,,_.._.......,«.�. a- ..+, ✓","`•�"' '"•`-✓l:..� M n n�' r /�.f1...«^...,',,_✓+...,n_r"ti.1'.,..�...,h.,.^•..h..0,..h.0r••,,.!`-..r' 'r �,.�....""`".w�«^" '..`i`-�...'t,,.,.i...,.Jv,.-r._.:',...✓`w...h,,...r...h.✓�.J�..'L_ ,'`.. "'gti.•.w,.""„+a. '»«"M^w+:w,..�`^w..w ".°^w,�""�ww�"�w'w.•.,.». 4^ »»" 1 EN�L`J••,,� l l! ! J t 08.50 •+ti'""",w,.,,,�.y�.�."`°1.11+1 'w`� "1111 �"�» .-^" ,., ,...:..., - ,.,.....,,, »1111. 1111..-. »v.,w- ��,,�w� 1111• .:•l .�...".-r'`w,. -. •- r 'ww.,• ^""w;;.."" �, 'w,,, ../ "w. r , ^`r+. �'� �1 -„""•,w-�`'"�-, ""-•1111. l '�ti„ �•" ♦ -� It .• �„,,.a -- t 11::.„ , 1111,.. _, w w „v., ""M D , TYP. I T WALE P I .. ,www, �- . r� :.� , . '; 1 1/1' I i l/�/ 1 f ,, � - -�w �•` ..,, ,` - " , .,,,, may» `1. . �. . -_. �,�- r- E SING 6 D.I.P . - MF- �� EM XIS"I� 1 r1��> FL .. .,. " `" ,, �• � CTE D R S �w �' l , , / 1 ! �''`�,1 ," "w.� - ,,�� b AS �.. �,.. .,,...,,1,G:.y.,,r_.. ,, dw „wr' .•.•.'",«.✓� T , „^,�._ rn".""'^,.-„w„ »"w""0'w.» 1""'""-w••1111 c: +w ,,, 1 If�1 i l f l f `"A,.w, t-•� R `e.«`^,'.+.'`"'^..,•""--'-, """'-ti "'�"„k•„„, .:.`�,, ,/ 03 7 FL i '� .r,,.. ."-'.N•-�-`• r,•, �,�.�¢.••� ® g SHEET NO 22 LINED WI � N111,1i J/ (J f�`' ...-1111,,. ,-.,..w-" v^" ,.w«.w.,,w....,w.w-+ - ((1 . �.. .. :.�,a..,«, ^".....,.,.ww ,,........._.._�.._. 1111.,..- .W......_.,,...,,...«._.., 1111* w,.w„.:...,,w,w •.,w,,,. 1-»`""",,.,•w.,,"'" "»'^,".='v�.."r. w�'.`��'��^�•"':''ww,••°""".w,�'" ""`..:; ,.,�„.,�i' i i 1/J 7 l r!( 1''1I y, ..,...,,w� ""•-,...,_.. ^'"••1111 .�r`,�,. '`"4 \' " +'l ."" 1111..11»11.,.w»,,, w d ,. .,,« M:...^1.- w„„ l 1,*,, w�..""mww 'w,��-., v ,( 1 -Yr" � •- I 0., wF f ... ':,.,w„•,wr ',..^!w;-�,,,.�`�� wro•+ 1111... .,.--,.w........ ..-..- •� ,,,,»,..$'.�.. _ ENT „'" "".w..,.,,, •v:...i., '+• ..,'.w�,,,°,.•„ ". Z ",",.•w„"„, "'t'.. BU LiY VI ."`+. ./, 1 ! 1 f `/r 7 rj' J� `.J `^w, B ^*„-„w .,•. " o ` '`,�, \♦ !` Ile ". "" .`r � �° ""� ,.e-,,......,.., w DIRT AtvIERICAN BEEN (;a 2�...,� .-,- t;�J ��-,I, .w �I--- w,w.. •Z Z"- �0.�. � �» "��. ; l; l //,'f ';, t 1' � �-�..'�°�w � ��, �„, , -"` -;,, -� ' ,_^....__-, ,.__,.... 1111 � t "» ��`"""�.w"�""^. "^ � w. - .., �:'w."`"•.. .ww w �, r I' j l' .�.>o.-« w " �� `�r w .. ..�....� -�,.. ww---..« 1111, 1111.. „. . w ••�„ _ v _..1M.. �...�.. .__ ... _1111,.� _1111 _ `'"'�•.,. 1111 .w,a. �: 1111 �• ...�._� .•----r~._�,. -- ._...w.._..,....w.� ,__...._. ._,.�1111 1111. ...�,. --'w-'- �........,w •w-�"" W `^ 011,E 1111^��,..,,��...t�� `, _, '�<.,..., «,..,.1,w- �•- ..,.....,,..., •1111. 1111-vim 1111.,1111_:, w � .»•r'".,'" �,�.,�....+'^'"' ...��.0 E �I..._.,�,.°fy„ ".,'�,,.y '�,.,..,.,,,°""`-"•.w .J..'"°ww.. , `t 1 ! /,7 f r w�,,��,..�M*�``"",,•,...,, `, •ti .1111 4, f �„, ,„-- -, .<»« •.,: F ,,w ,W '*,,a ..w`"" `'^-.� -w .,.�•'..°"w w.«, "«.. 1, j 1r 1 q w w a k w . , / -1111_. „. . .M u,. w,1111., P -' w " w+ ,,--,„ 14 r , / � 5 -�-. 09.8 -.: �' >•� « ..., '>�x 'CMP INLET..W. w -.. „ _ 1111 �.. , ""w~ - ..�r „..wy , ` 1 / X - . ., - EXISTING - - ..w -, - . 1111.. �r J,1«,-„ f,.,.. 1..".- _ �w . , «» .N..�. «w .W .-�. .w:..�, �„ �„v ,.r ., �- �. w r `" „ --A._.",,. . . :" w l t ,11 '' �1'�1/ I" "` .�.. w ` I I ° .' �--A ,.. �... . ,. D CALT} ANS STD ...� ,\ .. 1111_ COVE I, _ .,_. �.._ - w w w _W�. o -��:.,,�w,w,..,,ti,�,,.-1111«..w,r.,.� ., 8 [may(pJy♦ w H.w+•'••� ,.a"r� »w- ,i. S y.,,0-'. „�':wx:..-•_-1111,. .1111, 1111 i .......... � ^�^�w... "�.• � _'"W. •• 1111. ' , ...-1111 ,- y. M V t Y9--w �,w h a r Z"" -. w j 1 r r ! JJ ,�15 k r,, 1111.1111 ..,,M.,.-«..,...,m.«w..:.»....w....,...w .,,«,.,..,.,.. w ,.w,.r...•nn a TR VV ""\ 1" rt >.„„ ,.:i.,........,w, J.w... .. °'��.,.""1w:,. X,,.,,,, „»,,``""ww w;�„ '"^^"'",.w. l�' (. .J, r i(r r 'i l �,"" { ,:^, r'"'"'W'•` C„4r" 1111' p...r,. 11„11,.-..r„''^''" 9Y`}�a� /��y .,«,,,,,w-,,.1,«..---'" �,....,,.w,..,.,,,,.w.,.,,,,....,:.+..,•--..,,.,,w,..W,,.,....„...,«.»...,.,,,....,.,,,.„1,,.....r,,.., ,»,... ,,,,......,."»,,;,,w,•«,.w..,.«. .,.,�.... ^„",""„:�,,,. ".w,.. 1111.. �-"°,w,,,,+ �....+, .:�•,.��..+"-:.7 ..,may '""�.,..r•w.^,w.,,W"'"".,.,,'""'.+w,'«�,..-.», --,.- ,.t t f !t t f l ;' '! �„- qq '�, E C. r,. 1w �✓ SIL"E"�° 23 w `"':� w. °, i%d,r 1 1 i r J r • 1111 -ry-'��'j y �1q�� 1 I"1t .-a-'- w• 1111 1111.__1111,._... �w /1 f ,.� ,.,..«...«• AN� P"G1�4.iG .,..,»..,.-,,,w,..w....w . ,.._................,... .ti _ ..�_.,.,---- .-.."---,... «»« .,".`•„-»,. �.�.�,""",,�»`""'1,,,..,,^•,,,� k"..,,, "„w'`"".'w. .„», � `1 i � I �, w 1,.� 1111. 1111. .�VI � � ,,,,w„,•.,.,..-.1,1,...-„«w•«»,,,»,..v-+• ..._._,....... ...,.,.,-1111,."'.�'.. ,..�.... .,.........,._.._.. •.,„"°"". •..",,.,�,.'°"ww'"'«�.,."'»'"^,,wa „''�.•• � ,•w,"^%+.w, `w.«-",T.w. "",.,•w'• "'�• �`r a' t / 1 ., ... 1111... ""1_.'� "'•w.. .. �, l to la ,� »..w...w.,. �..� .� r �, rlrs _� 1111,. .. Q�� Jj �.. - b,•ar.'«^ »,,, ' 11;11..,»1111., �.,,,r,,,�.+ ,,,..mu,,,r, ,-S,W ..,_,,.,..,,....w, •.:w,,,,-«,.-,. "^„"•„a,+., 11,""11- • ".rw, t,., � "°r.w'.-„,.'-.,"«e,. "",•w w�,,_ '""w••r.w^.,,, "^'- °-.a. ",,.c r r/f j j1 �, d 11 -, 1111 111-1. ( 1111^ w. '°.w,. '"-,w. '•w... , / r P r., .. / 11'+11 ,.J .:.--,-,.- ,,,..,.,-1111. i +"'""tet,-�»-",..« .'+„ ""�-w... ''�.,... °,..w,.« � `"`'�'�wo-. a �. _. .. 1.111.., f w. w.,, 1,.. 1 .,•.,.�.w;„'„1111:-11;11-,.,' " .1111 1 .«-w.w•••=•**0"'"""• .�..... 1111 w 1111,.-1111 ,.,wy1 "+1.,, f i' ! � iI .. ._ ., ,. w w t _ 1111 :,. t i,,,.. :c. .^. ..__,,.. 1111.. 1111............. +1111. •..."-..........1111- 1111.•^• ;.w,»,.r,.. �.,.. 11+11 � ., r, ,.,,,... _..........�_ µ -^••�.., .., ... 1111., e .,,. 11«11,.-,. 1111,.. •1111..,«1111, w...._..«1.111 /,.. 1111,,. ...,...+. � 1111... _ 1111..... 0row1« »1111.. ♦ x`.. ./ 1111,. '"�� ,„:,ww+'°"` 1111 1111.,,.. ...�.. 1111�w 1111-1111 .. 1111, �..rn,r.. `•..h 1111 1'„„•'111. I >� >� r 'Y» 1111_ 1111..«+ 'ffF «..» / 1111, ,. { x ' 1:11«1 ;„y�wwvw.w»^w^y`. ......,_.................. a qy„w 1111, �..., ! r .,.�,, 1111__ _.M.., � ...». _ 1111,_w . ,..�. z VORR 2 �.� 1111.. ._ 1111..._ 1111 .,, 1111....._.w.. .vw. 1111. ., ��.. �r p �. � TING RE a .µ4 w 1111. """" �,�, w ...�.-. .. w .. .-. - I w w w._� w.W w ;"w�„ �. ` ,'�-. w`"-�w w. 1 1 f I S . 1111. �. �' ,.. 1111._ .. i,. .-,�,�,,.�...w,,., ..»��.� - - _ w w.-- 1111_ r _ �. v ..- »1111 „.. ,1 r...1.1.... �- ..� .. ,-...�»_»�.,.�. �. .� 1111.. .� _ C . �. ..� 1111...,.. .w 1`-� ( ��`•-�....,,,,,,� /( }� P - .- •,,,w,,....w, ..,.•....„w,,.:«.,.,,,.,•.,.w......,..:..,,.,,.. ^i•"'. 1111,-1111... .�, y `�'.w.,,,.,,,,,w. ,."+•.�:,^w.� ","^..v..,w, �.'TCy C _�k I�I',.7 �� ,,,;i '/ ""'"•+•`'��.`.`;.^"w. w"`"r:"4w ""``w"" '•„.w,�."".�,. 1! jt 1 +°1' � �� REMOVED �'C� � 1 1111.! �', .,•,c``•v ,„.. _ ._1111 Y'"». b" w _ 1111. 1111- .. � '�..__ ..-„. ,w":»,°""",.w„« �^��'"•'"*4».. ., w :,,.•-. ,•.' «-1111•., ,,:.N• ,.,,r-1111... _ �.,�°' ._ 'ti. ."' � 1111 1111 y- ,.,«�. 1111_. ..__..�.,. •....•`....,..,.,.. �'" ! fi ��. _ .. -1111. , wow �...`"1�'•w, 1 r f ,� t / ..w..' .,, ....,,.., 1111. �1111.. �,..,,.•, f "°".-�w.»..","°,"°.•^'�..,, , < ) /- 1111. '�rt� �. '�`w'" „„�,'°'ti:��`"'"'.�'�""°•"`•w,""^1•.,,;�"�,=�'""".�„� `x-�C,�,.J 1! i•�.�•.,� �t'� �+ �`' '•� � � � .� ,f � ' ;,�,t,"` '� 11:11-' ,.,-.'""' ....,w^--�^•..- {,,'{y&.•.1 ,,, 1111.. .....rra�^°" ..w....�••».-... - „mow..::'•••.,.".""� �. w... ,,..:...,w.W� 1,,,'.„,w,�•.. ".°°«'»rv+.w„ -^ _ i '""ww1 """ '"^„�,.".n,,.,4�•,�,� �,JS,Y� `M`.,"„v„w,«r,.,...,.,w�✓ u`•s"�•`w'±w" '��`"'""•,"'°'w•�"°`,.'•''1.,, �,..,y'°w r t`�l� ^w 'ww. �, JE 2) f; � ., ,.. 1111. ""'..'^- I ?I ....1» _\...y�•.�. .'-n • ,.,,.,,r ,,� -•�- "^11»11... .,.rti ��'�`""�` .,, . may : ' r a'" w w �-�w� _ 1 �. jJj}( ..J-:,'." „�•••- ,,.w^• k ,,..,,�, „ ,:, w,.:wK,.:».+,".``'y'•".'.` +d'w„':a' .<u r +v. \,. pw� .w `'"... *'w. 1 \ S r ..� ,.. 1111_ 1111,.,+"^`" 1111 _ „-. ` •"" ,,,w- ,.....•,,..* [ t .-»...0.»y^"» A 1,.�,.-.W..._/.. ,...w:w+-"'"'""'�p`•` "'r ;P•"C,.d ' mor-.,... ".....•ww*. �wu»w.a.-,..-.w.w..,...�»^' .«.,.o-,,.,...:.0:«... ""w"°"`,.'- »..,,,.,,, w,.> •fin f i , �.. 1111 «- r. •- ... ; -.. ,,,,....,....,.,..«,. .-,.a......»..•,�<-.-.w... / ➢". ,�....�.,.:1, ,X"':"-•>�'` �.a...w...w... ..sw..w«,,..,..,« .,.w,....m.,.,w.,:,.,..,. »...».�,"" ...,,.,,�� '^ ,,,,,,,� `"w-,1*..,•,«» w,„..,,.-. � f "'"�"*^..,, '""a w.'w., ,y ro�wy`°`""•:. Y{ ..---•^'y' 1111..».^ ,.,w.,..::--- ...« .,,..,....., ..i, w.wmwi,:.a w'w w .nr v. f - "+w 'y,,.°,w.,",.;'^W i�"'•sn "'l h d. .1: .w. 1111^' w ---w , 1111 1111 _ 1111.. ,..-w+• ...�.,.... ....,...... 1111 ,..a+-. •�..,»,,,, .,rte,,. ..w:«.,..u.. :_w o"w.,.,+,.,^' 0. f ,,..,•,,,,.._.,,.-,,...,,.w, ""'^o°www,w.,,,,,,- 1111. .,..4,-.y,».,�._,v"' "`1'^111. ,« 1:111^..'" 1111. ..• h ,rte, } Q .. •• .,, .,,-.�...:«., - w,,,.-,:w.,,,....:.*-'^,",r,n. ,�.. w �r,,.�n .•w�k,:w++�-E------ -1111-1 '�.w,,.. '�„"^ ^'�. w w..`"""""«'•.,. >.`°"uw.,1w,�,�` ,,,,,,,.,_,.,. 1.111 ..'°''�"°w,� ""+."„� ".",wo+:y, .•w+v �y�,, C L f ��,f�'#f^' i ��.. �V •1 µ .. ..t.M. ,..nw.. ,n»w-r:, .� .�wyry"" +"'"°"'°•+x.«.ww �( ,.1111 ...,,,...,•, ."gw,w'.«1-,,.,W„ -w.."ww•w^"-r„ ,� w.„. ^W ° f !y ,J j .„r..r -.... v. 1111 �`�'+,,�� .. „-.,.o- 1111.;„,- ......, 11„,11. Sr' .,r 1111.,. ., .:,w ,,,..�,,,,,wnyw+w+•• •."-'.""""•». w.- � v.,ww.»:eww+».«e,ww„v � 'e.t��•�w,,� �'�,,��,_ S�'t� .. ,w-:y*•-"1"r•""' ,......+. ,,,».rw1-'-`"'"' w,..,,,„„».,,,,,,w�.,«.w "`"'-'"""tea,,.,.'w„»"..,'c.............`/..y ....�.: �'•w.� „�f 7' i ''..w "w. t �V ""+1111'e°"'.,",w„ _`°^ "`"+.,a,.�u'a► C4 '> \ '• 1111-,,,.,,..,...,•,•... .,. 1111 .."`w"°".iw 1`. 9 www»..:.,; '^"'.--'. 1111, -o- -�--�{' - 1111. ,�,,,:...,- y1..»+-•""" .» ,w,--w .»w.,.«...^`^'"".w•":•��.....,�-+�.,,.,.. �„;-+.*^�"„'�M r.,w+ .'"'",.�. � mow'• w'�"^wa.«,,,�""`,+•w,rM., .,'-`w "'"",a�'+�J�y,.�� Cw.. w.,,,,,�' /1111, `w"»,r`'�w�.•",^•-w.�„r +:`*+w`�'a�a w.y- �`"`'w� ".-o-.,..,,.,,� "'"'..+r �"'+l^.• � i p .,,m^''.,"'n ♦N*"'.,:, .. .� +nM•."Wr"• M^'n-^+'°,w�""wY.u� Y+.�Wwr+wn "�,u.N:✓ y ..,,..,..,,.,..... ..,........._..... .-1111 „.,....... w,.. ..+1ww,,,r„- ww+,,,r,w;, �`�..,., w^.t...,.,.�„`�......,, '4,1•x,, 1. -.••wrw,. „.J "NM. "`wh, . `�.,4 '."h "'. Z w .« 1111--��w w, ., .�. _. 1111. y ,... 1111 ._�. M-11.11 ... ... M ... ��" ,w. "" w.w "`°„"•, _ i t �w `" �. 8r < 1111 �.. ,,. 1111 ('� .:.1-a 1111 �..° 1-1 «,1,•M,,, +" ,,T r` ,..•�._, '" �'fi 11`11 -...1111.. '^w•�,,,w,.. "`""--+.w•w.+-+»w...... �„,""1111°"+,.::" 1111-•...w `"' d`..+-•;�= ""1.111,. •`" ,+.w„ r,.......•~r.......,... , ""4.. "-••»..,..«:,,„ »..,«. +,„.. -..,,._., �" ^"�•,'0",:: r � , ,,vy'„1111-,.- "�",,: - �w.+.w, ^�,,. �..;.. T ••-»,» :��'--�w... �.�•+,wy.. •�. �.. .e .n*r'"'.w"'..., ..�.1111.s..� V.w•-^^'»"'�•.0 •'"" '4.1,, 11/„,10' ''P ._,• � �_,�`...,/`-_"r'.„. ..,n. -.•-1�•.... 1«111.- »nw`»,o,"""+..ua»,w,,,,,..b �- ::• •ww,.`""w^^w.a "w-»„"'o•,,..-,,, - '4°^-... """,w«,,,., A w"", „p,,,� ..,,,,,., 9»,."""*• „t '"^a +„'-t••••...� "aw,,. *.w;a;,A 1 C f f a. } „` r ....,.,.-.. 1111,, „ !'F d b ... 1111. ��\��,�,�.�^�r '*w..,,,,� w�, ,..,.1�^' w�, p w. 1-111 -- .-...• .,;m"'>y„" ,„ '«,1111, � ,,,,;"- „i.+0.,-'_C,,,,:,�.,r1:+../'-.,..r1...A-",.w, 1�o- ""'w,,.. ".+.,...,,aw,�„�".,`rw'.w..., ""�"�""t1f,;;,'A,;..• w„w„"""`x.,..:..1`""""'^••.:•+.,..,,r.,,w,"„,_.�,,...,., w".",.:.+1„a,,,,,�Y`�."" „°we� °"'*,.......»w .^•,[ � w 1 ;� ,� °` y �. �._ ;r r �� r r„ �{ _,. .,,.,,w. -�.• w _ -.,». w..., ~:-- �_. 1111- ( - P 1 .. ,y , -- �.. , ..,.w,- ,'.-" "V_' k^. X � :1.,, •�.- .,h,...,,E ,+i. 1111._'+....P•..✓�„ A.,,..+i,.�„�,_/`'^� '"'"♦w.,,t /._ +...i ....1W `-+u' " "'•.•,..`"` " `""`^",;;,5:.•.,•_.. >a- 1. •�"` "`-. `_....,..._ »,°-."".»w -,. '�y 'w"+.... '`'^+.w,„ .,1,,,�,,,�•"-1111 -7 , "� p f w., g1,+ ,. 1111. "',,.,, ,.r" :..:.P".y; `y f ,i�.. .1+., ''t,..•`_.,,'_ -.,,`"•'"."w,,, N "'.,,;^"w `w"...,...,,„, -1-11, "`w,•+,,: " 'w•""",;,,.., (• ..`","`.,,,,,.,,,,,., `+, i .1J r t`y 4 ,f +..�... �." y. `•.. .,..1„-,.,a -.,, "1111.:., •+..-,,,,,w `+*.,, A"s, .."^r 111.1, yl # y.J.1i„ ..-«..C.,, �' 1111.,+."' ,.,o-a>;'„ �x J.�•',...°""•K:-,_1 ., ....:1 •w. •1111.. µ':�M .,,,,,,,.�, � 1111.., �"`'-w.� ,`"9` '"''*w _ jpjjjj 1 Y iµ ^--".`.'N � .I, ',,,:r^ S M:., N. •,✓'��r`..•wu, �,,y y.,[M�cy.�'G•...�"";�y.^l.�,Ny,i,hY.,.,, ., 4yyy, � •may ��/r"'Wv �yv„" r»„�.,.,.a-` r 1•- " .. 1111. •.d' rpF t,... ..`1."" 'w:,. „ t. ' ..-'iuyW_"Mr vY,Mw1, O'ai4a:.y" '_`,.., ,1,^M.'ya.... `4,w- "'� ` �� ^•y,.w„ A! rws,.....+. „w 1 'w...e. i0u+n.�J` '^y . .....y"v'^.;;,e,+w.•'"' .. ,:.w.•'• ...,,:..:.Mw.+»"� ) y,••„ ...«....r S. ..,.S.n.m / a' y.. „-,1.ry.,.,.a„w..»°' t.[,. •• -w.. � .a -."w,,, 4/"-§r.'1 "'w-.. +,.,w"•^.1 """' _ t A r " .«w 1111 .., ti (r ., l,. .,,',.,�'^ ^'-'.. .. ;.w-"`-,,..w »w»,�., a•'+` .,," r a! , •"' w.,-„"".+'.v G?. •`".n,'•..w,. "'« "••,. ",• "'w,,,.,y '•.,.��`"`,,,.,.,,,.a, "Y",,... �p "•1111.," •w�„ ,y� � ^-'- _ Q 1.� `M~ •.»„""- . 11:11,^. «-• .-- l � -• �� M. "-,-11.11 _ w .ww w -.. _ _ w �^ -- "� .« l .rsa �� + 4� mow" +w«w, w- "�,, t �"""'r d. « r ^- -. www� w�i w,,;�•"►• �` l e ¢@[ .. ,�."�:, "'» ��--w..w°"' "' .,,»,,...,...,.., �.,. / s✓" ,.w,w.,.,.,,1, _ µ ""'--,..ww»•,..,,..,w.. ^+.. '`�•,a. ,-w "''+.`"e.-1111, "1111 rye„,,, 4 1111,.. .,,.,w„• dr i 1:1:11.. .,. --: W- -•4.,:.w=w,.-I;o-,,,. X.,. ..x^,,, :,w+�";;.. -...�»,awv,a- ,+ .,,.�'"" •.•.••-»...,+,,,« `�, ^1«111.- w.,,M ",w.., """,,,-� ` 4. J y "„"„x "-` ..w .� ;�`t''�+, Y ...0.. -',"'R'".....•.•w'. `�,,^ a,•a•+'" _ .,� "�.. ........, f•,,.,•'`..r1 a,� we..,,,,,,,,,>.,. •«„„ r 1.111 ""r mow„ f `1._ "'... ,,.,. ,1.,•11'11 ,6 / j 4...o. -^-� 1.w. w- �-" Tt, �.w rw _ _! -",. w-...-,, �., w "+q:.,.,--..' -.11. "•-.w,- . r a -.�. N: w - 1111,, 1. ! j "w. w°''a, " 3 » } :�I 1»r" u, .. .� m .x.w- -�y . ... , " ,� 1 �� . 1111.», w _„ .« f b"w"" �,� -v Po.� , v TB Ail I M h y - d `"""w +� . -� .»„ .- _ S �, .. "-w� ,'5. %-" ". ��,,,".',w""'"' -1111, a .,;.- / �a �...J ey ^'^"-...,..,.M 1. 11 »w„ 111:1, `1,,.,.„„ ,..""' '....""^'.""",,,y,,,. �" •`», +»..•»'-».. •••. � � 'i x -,. --_w 1111 �• , .. ^.-„�, _ `"",,,�,..,. •'�,.. 1111.-„1111-, . - -r M'-. , .✓ „w'" `• r..,, ) �' -.ww.ww ' ,,.,,,,,,. --,•r,,,y '*`•�,.,,,,.•'" "1._ -.•tom" ,,,,,� wy '.+t.,,✓L_, "'.w:.w..,„ ='^ .>:._�,.: 1111., «_.s °o=ii; e °� �.. „` ""w.,4""1 1111,. 0 ,„w 1111 ' (_ r,y., ,.w„'^' 1.aN �_....✓ � ..n,1;•�o-r• : 4... w'-'•�'+'a•„*+,u« n «• _ ,✓+.,.v 1111-,+' .✓•' W ) 4w,w--1,.✓" ,w..,.M4.1p,�•xnu•,•rnwc M,.p-r",vi'orN':,,.,.-w ,i 11"11+n '✓"'1`11"1,} w„ww,�y ^•w,,. J' .,J' �^••'w.i."a._ I, :dry �,.�' `r""�' � , ,,,aw' ,p,,.,.:."-- ;..."'""," >..««+ ,,.,.•..." ./' y.•N,1111- � -„- -j r •,+r' ,.»,uw,.w •'^0-',,.t^.,.?�.. .. w._ ,r.''°"�`w"�.,,w-----I'----- .w..w r-,,l",r .w'••,•'""'..,,,�»... �""v'o-w-.,.,.,,,w«..•t`�, "*�.'°4 '�•.,,� ---- ""„•».. q�xs . „ r I-.r,,,"',r. ",,.,+. 1y / .�,.w-��,,,i,µ...:w.-_:.,...�...:.<,w.„,_ i .rt � „„w.»,:",."""w,+„».,,, .•"`«-w.r`..w,..."'. "..""0»,.'-,.-..»w,:.w., .w•+-w..,,..a.v..+«u+.aw.,-.w..s«w:,,.wa...ww.w.,,www„a�.-,..wv.w,-.,.w,.,w..,.«e,ww,..11.11.'-«w...ra'w+ww, ,,.,.,n„ i•,w ..w •rv'.,."„ �-K"w"`w'1 'w �N ."^,a: ,- N ,_7I ,., w •;.,» r ,,9�'' .,.»y..M•• y ..!�:-..r'"' 4i �; 1, ��,••''"' �..,>.'""'".w•'"' . . .�� w"".,w.-,ww,o,wwA,,, 1 V I V •'"'� (PHASE ..... . ,r� `° .11 R E N S y ,l. 1111-± w,. V E. •1111 .w_ 1111.. ,, ....mow , .::�, a �✓ r XISTING 1 CMP �6 A�✓ f - - E 1./ k I'll ;. .. �-^-� .., ;',.. C1 INV. EL 817.00 OUT 1 CONNECTS TO EXISTING SPRING ""'"" N0. BY DATE DESCRIPTION • INSTALL 136 LF 24" HDPE SD O�vg_StO ,44 .41I I AD PLAN '_"M" ®'�` 57- 69 GRAPHIC S C ALS • -- - 00 P VCA-1 1-.1--, . G 1. THE WORK TO BE DONE FOR PHASE 2 INCLUDES NV EL 1817 00 OUT P1 S = 4.49% OQ �P�KEN 4 . 1 I. 160 GRADING AND STORM DRAIN IMPROVEMENTS OUTSIDE THE C2 CONNECTS TO EXISTING SPRING " ��' �• ., e� a',r»~'r � S S 0 C I A � � � 4o p 20 40 BOUNDARY OF PHASE 2 AS SHOWN. INSTALL 400 LF 36 HDPE �,, � �' 11 Illivillc3 INSTALL STORM DRAIN MANHOLE P2 S = 1.05% - - � �" 011, . E N G I N E E R S Y C) ATA C A B E R�, C A 11 iiiiiiii! �. 11.11 . 2, THE FG ELEVATIONS SHOWN ARE THE SAME AS TOP OF PER ATASCADERO CITY STD DWG 501 b -- - -/- --�••----- INV. EL I N 817.o0 w 0337 x _-,. DIKE ELEVATION. INSTALL 268 LF 24" HDPE SD N°� 21 PLANNERS "`y INV. EL OUT = 810.00 P3 S = 1.00% ev 6/3Q� • FEET ) � / . ( ,' SURVEYORS r F = qp i�, FLARED END SECTION PER -k �, .. �`' C4 CALTRANS STD PLAN A80 cffi Q ` ,�' Q •, �''`�� 364 Pacific Street JO R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE INV. EL IN = 804.00 T�T�O�CP��F �•:: San Luis Obispo/ CA li34at STORM DRAIN MANHOLE PER CITY `�• - (805) 544--7407 DE IGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: F ATASCADERO STD. No. 501 KDW/JAF KDW JAF 000209 1" = 40' 4 OF 23 C5 INV. EL. IN = 803.97 INV. EL. OUT = 803.77 �, .,.K .111 ,,11...1_,._. ._1.^. Y, _ 1111.._. 1111_... ._._ .1111 Ill--,l- _1111 1111___ _µ,.1..l1 .• - -_ _ 1111. 1.1.11_.. 1111 1111 -�",",_ _ ,,..a __.M � _, 11:11, Tw..1„ 1111 _. .. ^r....,,,,. .•" r� , � ,✓`„ �f.t - rn ry t'Y "«",".. .w,......,..... .., .....,.,... � „•'•.....'.«••...,�.,,,h,w,.sn.�,,Y,e... �`'+��..1.k,. wawww.aw•,,.u4 ""�4. ry "r 1 .��' l.' Y � .waa ,;�yYr „„ 'Ky., "•'�• q „i.,.w"^'r.A'�« 1.t. '�✓�J.,,. .l" 4� ,w,uer. ��~K,Y� '^..,,,�_ .n«......., �,) y..r ..v 4r.,h, .w-r'J'4 v,,, `'L wc,,,,.��`^e�, �' ..w«"4;•...•,".., a.. {f1 �w...:,...+.,•..._ �� MP '. . { 1 "'.-,•,....,w✓"„ � 1/' `•.... 'Y"-•vyy-,,,.Y ry+. � 6t•, „a.. n'W,.~e„w.,. �,..� `rr✓ti„Y�'b•.r,»-«1-�„n,.,,,,t- .._{� M M '..�,,.-.,r.»•�-:.,«,n .,•,..r»•' I t '�`"+M, 'FL 1~�.. .. �r•rM •-vr •aa •,:.,.,y r- rj y.M,.{ `^.^ """^.---"«..-,• '"w„�...,,," , � �-'t't, ., ww,.... '""".*°�"'"•� «"`°w � Y 00 LB ROCK �� y n, ...=,'V' `"'`� 7` � .+aww^'a.^' � s� wG9e .«=•t. •MTM"''+ -.."..,.,,..�..,. �� _.waw"' t "0�,� � � v�n+v..wv,•"wer4 ^W � ., �• �,,�: ,; :fid �,a� � , w..^.......,,.:•a > ��I� N .'".,.. ..w._-..,... W^_ IP OVER STD/GEOTEXTIL ,. ✓ ,!'Vp.. � • .•••w.,. M ,� ...",w�� ..,.v � R �."� � ,ya � � .y,••wp,w W.y, nOM.,,. ivr.ruvvaweW.`.r •;••.,v,°.,¢,anw'�'x .;«.'•u�'Y* � �.+�,_ « "„"- � V•4„'Y• TOM � +•,.y.,H. ^rk��•MiN� �,t �,......."....•«+"' ��, ,»,_., < ....%$ .. ._.) ,...,-.w.:•wS. f'+'" � 'd. "`w„y `^. "i't""w`.*w„ ,,f'��" "'.".,"�4^•v'w'y ".,. '^"'^...,.•,w-.•...... s.a� "'.'r•e,.. .y. , .,�.,. ..�..� � � �, ..,'r r � �,�1LTER FABRIC (1 SF X 3 FT DEEP) r .".,,„,,..,,, y�,",......,,.. �✓,.....r.•r"•-l.. .,��-,. �'1't.� CTIOIN w.r-w 1ti'�/" s.,w.�•,.nn...s„•. r` «,3� "� �`""` ry"�"- `"� � �'� Y R CAL TRANS TD. SPEC. SE »•' ,..a '"!�. d" � t... �Y 4 �' •ra �,ca � �,,;�...... °w.w„„ 'M"�w~" �rw,.,,.'�� y`( �r+ 0 w»�.'"""'^"•.+w+...,•,•, � � ,.,,,,�." ^."`"'..•�..t `t. �..,, �`'q. .. •.,, ..._,....,....,.. ,......» 9'Yy� '�.:'"+.v..•,,. "'`.o«�"• .! �•+ `rl a q � � "'.+�.,.>..w,,,,.... '�: *^,,.,. �, ",.•w.�`�` «.,.,".y, � Y .�"b .°"• �,�a,,...»v"^^°""' 6., ,.,...,..,... .TM ,..,.,,_.�_.....,,....,_....,. �_� � L �.,`�w�.,.t�..,• .3 ,, ME`fTFTOD B ACEMENT-FACING C . • *w..> y, �, ... �M,,,,,;;;A_1» ._,.tR• r'.ry ry r r v �w w«,�w.�+. w..�,�1 w+w,.M•a...'.«wM.r".,•n•"^"..«�,,,+.'�Wf,'"'^" ,..,...,,.,.........., ....._ "'^`-,-..._ �'.4.�.�,,,.t� 'AR ''"+•.�vo...«._..✓.,.M -.....,, ......,,,,. ,..._> .. .a,."._ .,� ..m„r_..:.�.... ,„„"w.�"'".w+�.,`""`"':...."'","�.. ..«+r"""�"j0" v'(•' .r+r°i6'""- .,r" .. ,..«.r,+.^w«. � � ^'�" '•.,`.,"`"' .,9�•...t"r...•-^, aw.v..,"' `"",,,,w.M..,w+..«�w..w.....•rtv+'++.«.•w � ,;w..w.. M ..._,.........,.,,`".."`. -,•..,.._ ^...,,,.,...,,_ ��'.. ra-.^y' . .•n-, � .,,.....»«-.... ,u>..,..w"".� ....., -'.«"n'„"""...`." ..«.....�swx �* � �� "",,," .°"^•'•'""" '.` a...,.,4....�,�y�`� 40'r .,-Y«, ...,.,,,_».., M'«'�� „„-.«»»... ..,.,.....,:,;w.»«,.,..N.�...,..,w..M«.r..,«w•.w.,,«r,.,„„^w.«i�:. '"'°".'"ww •,.•,.r•,,,w.,.. y;L'1--r•, ,N+"` .,,....,.wn..w ....�,•......,•�«•* �� M �.�" u..w,.••..,..»..w..« � w.M�•""". ��r� „"r'vv' .v,,,y„r,,,,rr-.^v'vy,r ry\"'v.�,�. r,w '�-o-,�.. .. 'yww.,a. •,r•.n. ,,,,,,,,,.:.,.",.._..,w-• ...v..•r e Y":.,,v 1. 'r. � c ..-www .•' ^....••w'Ww'.«".^""e� _ "^�wvs..4,ti,•,...,,,,+.f ,+•+«w+„✓mM,..w'w"•"•.•w'r' ` '•wa..,,'�.,:°`>^..0.,>w%'K;;� ,,� », ' r T- RACT .ya ..M„4,,,,,,"„q,,,.M `,�k! ...,.•.*.,• .r°'"" ,. ''^^'rd�y}'y�t-'WVar�'fvw'•a• °C.. ...�,.�« •i. �W''"•w.+' .y'"."""'°"^ �,,�,�.�.,,4»r..+.+ »....w.,.. ",�,,.,,,, ""w.""""`h,�" "."`" ,.,-« 1'{ a �' r'"+`y ,w •°""•"ww.» w aw'•^"""""w*w" rn """."�•- '-'.. .«„�,,,,,''"'".r A' ,c,iw,`""'�"� ( .,.,..`."",,,°...- ..:..""""°"".«-^^.,•w� �� ",v..,H..:"`°"".�""`: A r"'„1.,. rM» ""rvw�,.*m ;` "r'""'�'•"^... YJy^r „�4 "'L ,•d d�� -�.."•.:J ,({ �•.",. My,r+v ..w""'""«u'o-' � ,,,, ^,..«,,,.,,.. »4.. ..w•".."".,»w+."v..+KM,'.�.�«w«.^""r•"w�"�`"�w"�,..«., d,{' .w.w:..w•,"" �D�•'wty�.. Mt�n.'w•./ 'x" n....,. r._....,.....,.._ �.,..,....+.,,.w.+..n..n.,1,�..e,.�,,.,,,y.-, ., o,.+«,.�w,,.�,.,•,w.,, ,.w ""';.,,"ow.,„„„wy"«'•aw.'6;•�'"`+w'�',,.Y�.,w0vv',,,,�,...,,.,.. 796.84 F INT w "'�•,..,, y.,,.,...,;' "w'.w'.,.a ,r+a"" •a,� • �.r., j�'..-«..."....- � �.., nMu•Mr�, �,"Y'r"l•\•'y_5r -"^„"r.,.r..,.v. .r v �-"' ,«..,-1w ,,,.,..r,. ��.W,,. „".,..""`"" .w,,,,,^, ...4'"'-"" -•--Sf•'"" p.r "'7.. "..-r1 �rfirw+w►,,",•«,,,,a",.,�.w„"`""°°A-`r"`".,,,..•.ww"'o"••.^••ww ,-«irr"' " � �w .n.,,,,,•,.,,„.,,w .. - ,"°'".µr.�w�.,..w•'�." ".w .,'"'"`"'"."..,.,r`"°"....««M.,.....^«""'"",'.«. -"., .4. •..w „""., ,�.�y';.....�,. .ala• �„r.,«,..,„„,,.. S -'„^"'r"� �p3y.w 2x::.� .+,"'-.,,..�.•,, ":.+`;�,w. 4k ^'°:w 7�^; "" �,w.--"""Y...,•„«. .....++'^p�„nr,..w-+.•.w �{.,.-,,,.... "`�'"�°'�•a ..r� '€` � �«-'°'.^..�..""'"''+w..< 41.. »•.r�.x;, :;..s+G»...«-""„�."d�w..�%."-�>c'"' ��+.. ,:\ ..,'-""',,..r- .,w4 w ��"�'"�"•M•.,`M""«'N'..-...`"'-"°"+.•.«.:"+q' 'n`w:. • w , 75 FL ...•.... ,. .. y,« 6 I ,,N ,,.i .»......,. ..�, uuvw. .,....r. ...+•"« •w+"^••v"'"" h�y«W""^."..•>wd. ,...w.w..•w.w.,a".a"vr/✓..""•n, ••i � ....rra'". �"• lM1tr ww .w: � ,,,.1^��.a�,�•�h�.A� �O. { ♦..� ww"� " ,«,aw._,v.,�...'�«�.� «.. .„M w°'•"r� • J '"'^w:'^_"w\h""M,L^M1.n.J..,sy' •^�s «� y:."^•,x qL,'"`".,,,. .ayy,y.�p4�"•'.�",°»u+, w"" .."r 1. ' w ,�,�,.�...�. �-�...,,. �_...., �, •�-� .P:��"�" .��r 5.1 SLOPE . FOR ALL • ••••♦ (110 � �t i"..•."t,s,•�.....„ BANKS OF WALES) J { >; No GRADING 797.00 ............. `. ROPOSED I 7 78 ;�.,. 5 4 HIS AREA 800.00 \ 4 0°�° 175 LF 24" HDPE SD (LAK OVERFLOW) 0 A 1+ 98.00 IN Z 7)8 394 2P r1• NV EL INT ? ? 700 \ « r� INV EL OUT 9 447 Mw . w PHAS� 2 'd �. i .w �" w'..,.u...Mk,..,....._... N O GRADING � �' �;� Q • "`. .,_ ,a �•� ,/�� ,,//__ PROPOSED IN w� I Y 8 2 LIMIT 0 FL "� THIS AREA low1 ` +r.w++.rwam"wW"v y"W• +m«.r+v+rta�w.•vn._.w•wr•«.•-.wa+,W"r...,ww,www me,rpy.,.. ww no= l �. � �1/,F �� f` .., P J � 8Q1.00 FL SPILLWAY `� +�.�,__ llp { w` =w,v fd r �„r.y �k83 "�- 802.00 FG ' _ _ ;,. � � 97.86 FL » � FU RE LOCATION 0 AC DIKE ND � --"- «- i � D E OF PAVEMENT ! �! 1 S� PE PHASES 3 AND rte. /797.50 FL Vista. PHASE F"RII�.. IN -� 802.00 FG 7 {' �; 2.90 370/LF - 24" HDPE SDARL/_A • 98. L wt -- IN 793.0 . -"= 0. i ! C NNEC 1�1'� PIP BETWEEN LAKES 7'� 50 49 ij. "" RIDGE LINE 801.00 FL SPILL Y 3 TYPE OMP iiaiLT W/,iODIFIED " GRATED C(:�'.t:.lZ PER .(AL STD. LIMIT PLAN D75 �. .46 F t x � � � 02.00 FG TOP GRATE: 1300.50 °�.`° _-M-- }iI _1� _j L INV. 3" D.LH. OUT 7'99.20 8 p 802.00 90 802.00 FG � r z, 799.05 FL,,.r�p� f MAX. IPE IN 6 CURB STD 511 PHASEI3 / D.I.P. TH OUGH AC DIKE 799.10 FL i �-��`-`�" „�,,,,,,.....-- 802.20 / c� 4 9.87 L I ,,,,�...� S � p, -- /" C; FOUR PIP '`i _ , ..,• _1 - w-- ---�•-� "�"""".-. `..`_` -_"'°" EXISTING OLANS ALE PER f" },, 94 801.50 FG ,_.,..... - " 803.70 FG r' ,� ......�.,. 5:1 SL E (T � �,,; �. PHASE 1 11 800.35 FL RIDGE LIN 803.00 FG t •~ , 1° 4 CY-25 LB ROCK 803. 4:1 SLOP (TY .) ' 1 INSTAI I RIP•-f � j OVER STD. GEOTEXTILF.y~..��.,w.'.�-�• INS, � NO GRADING ;\� FILTER I:ABRIC ,(100--SF-`'I"`«.ir"-'*EEP) � ,•�«� �` ,. ,.. 8.16 FL PROPOSED IN � NO GRADING 5:1 SLOPE PER (,'Al..TRANS STD. SPEC. (SECTION 72) FINIS -LAK ""BOTTOM FINIS'` WATER SURFACE THIS AREA 60" OAK �'` PROPOSED IN � � � 91 �;, ME1`#f�[:; "B"PLA�,.EMENT-FACING CLASS THIS AREA Ef .► L�TiON = 791.00 ELEVATION = 800.00 PLAt��' .5--.� I�'I�aLS AT FLOW LINE � � 80 .00 FG � t' `" M „«• w EDGE OF W (TYP.) 1 803.50 FG0�4 SEEN 'E E3ELQ, REGARDING 9 5 3, F .1 OPE TYP.) ` Qw LAKE TIN ! Mw::.... -$ 04. FG 798. 0 FL T d 5:1 SLOPE (TYP. ALL SW � FINISH LAKE BOTTOM 800.6 ° �. 5:1 SLOP (TYP. 802. � FG ELEVATION = 791.00 • So4.1 FG C G oQ 92 s � 0.6% �. � , « "C` d 5: SLOP (TYP.) 5�-ap ^�° 1 ' ��J, EDGE OF WATER (TYP.) QQ<c, 96) , �w ?l/ NO GRADING �° �Q. y p PROPOSED IN 803.70 FL "" � ~y :S6 L RIDGE LINE i � . THIS AREA ",, �� ,� �+u A �. 5.7 G - .��' 2 4 , `�" . �"" ELEVATION 800.00 ~�`•"'�. "'"".'•'"�- t� r ". +!y „',r/•'Y •'vy,y- � au'y`Ow.ww"w^'"•w°w. •"fie, a 4 �,� 0 00 FG 1s LAKE a NOTE: GRADING y,, RAINAGE TAILS FOR PHA S 3 AND 4 ARE w�-• « . �� GRA -G IN THI "" o FG ' � ,,, ° 798.8 INT D,o DRAINAGE STRUCTU E 0 , 5 FL T + ON THE ROUGH rtsRA NS VIOUSLY SUBMI D AND APPROVED . 23 " EXISTING FENCES .-- w�; T '� --�.._ ,,...._.w..�-- /' TREE ;.. AR � E�E.� � AK TREE TYP. „�'' p•6% lb � FENCE �..«w-.�' .�,. �,.�..�...�,... .�_•._�..�...M«_�.��..._.�.�,.,,�.«.�...�....,.,u�..,. � .,.�. LIMIT � TO BE REMOVED ( (TYP.) ;J �,,.�."�� 6 7 '';` 122 6059 � XISTING CASINGS , " ,,1�ING OLE •- ��o �.......... 58 ' T MOVED (TYP.) BE RE (�,. . LO E ( P.) �• 12157 l „ ., 3BUILDINGS °� � t 801.44 FLS J ° 6 6rl�fllr ',f� �` ••�\BE REMO4{ /Dt)�f(ThYP. %c5:1 SLOPE ., FG �.�",� ��j"""�.�, �(�► ® �++�.�_'' `;� jaw/.�"iiN+�p ,,r».,,•."'. .�." w..°.o'..^K+w-..w' ., _.,„,. ", I tyJ��t)J) '� r ! 1t) l1tf1jrt�f ) �� ,,� t��-'t r�„r•'y {/ "°"+w.,,,,w,.,4, «`M,,,,,,,,,,,,,,w•«• .w , t.•"'T'T}F..,,,� / .,,,,,.,�, 1, "'.w- ti.," ^�.«.•....,,w,.,."..." j'" �,.�..-. 7 iti.il.i 7�f t� r + � lf!{F!� "" �� ..r"'^_ j .«""°".^w-w„M. .,r.•"'"w"' 1, 4x n "^Maca w TREE o 1 ECTION .,µ.M / rte= hJ PHASE-2--- 29 rr tj ,.�..�»W �• <ww r tflt rf't I �� TREE PROTECTION "'" }` 741�7, ,,�^�`.- J. AN 2 ;t ,� ,. r'"{ REE www ` """ t'� �' �. �.- """"""� PR0 T10 FUTURE LO TION OF 6" AC DIKE ND 27 �.' �'�� ,,,,.,,.,.Mr ,.-.�;.,,. �.�:-�.�....�M.,..««�..�w�4-.«" �� .�..,.•. ��•�.x..r,..• I r � ....«,..�«..,,�.a,.�ww."� .�..Y�.`''"^y f T l r �` ,.,'' - DGE OF P YEMEN ;, -� « .«•".",• ° `� '' ••�. f `t f f/r '� .w. 4 ' ... ..�w4 S ai -y« r �w y' .. `�• „ * r p HA5E 3 AND 4 ,�. - ._.. �. �" � aw� -.� , .r. ,�,�' ✓� r ', ;r' rfE#]�fl tf 7•�1r #t{`t « � 1 ASE , « v� y ,.✓ w,«,,,,-.,«• '"„ ,,,,,,„.,,•.w"""," (. ,�. L a � 1 1 rt{ {�( t ;..r+"' . q q ;1{ ,ttJ :1-9A NE. _ a":.�"4 NATURAL DA P ,,.�',✓" ",., P' !4 _ FLATTEN SLOPES AND DAYLIGHT AS 1 /�/��^.1,). F",r^'r r,,'fn .: w 1�� r .r,."«....«,,,»,..w+•„'"..:•"'� ; l M •., " 1 1 5•/ "�► ' I - _.. •-N-ECESS.AUJ ACHIEVE A MORE a � w '� 1 1 1 ,• `" « "�/ ` r_ , _.x-,_x -. _ �._ "NATURAL" RES�JL` ITHOUT ENTE G 2 � - _... in C2 7 if , 1' ` i ll ��!! ' ,1, ."" .d�. UNDER DRIP LINES 0 AK TREE . .. ---., ...�� w .. w.- c ,aa r,�11�1 r►� �.,1{ I "�°"� ..�°� TREE P FENCE TECTION / �,- .,,-'• ,.+. www :">w° �- � ,,, �+• f � � / f "+�. `•ti. .� � w«w""» fliFl1 1<� 1f;t1�(( TREE PROTECTION PHLIM I T ' .•+.0 i !• ��'�.,, y �, � tt' a jj �kFENCE ;j` J 4•y,� ,,,,,,T. t'r E 2 FL !r '"`� d t j(f`t 11{�'{1rt if ! 1_ r,C -•'`°"..•.,« `,w 806.15 { {f` r��r�f rr �'c 9. 0 FL 4 Of 1A y+�� "r�,° ',•- .,' •`:.•"`r .,..,•-^K +•-' ..w..,,„.,,, ..., „« «:�«,�.r y� a�\ Y ({ i ( ,� x __,..,.. 't C4 .f , ...,.---•^--,�,.,►,,,r - ,� ! �f 1I �{' x�•' J �c�„..,..�-'-' 1, 1 �� yt;s (r -wt W rt yy,.-�r'``'' ,,• °�. ,_"._..,".....,.,�".. ,,.«.w.,.w..".«.._.,. :.=„w.r.•- "." .«..a..".,,...._..a... ..��,,.�._ .� y��.«...Y�u -...«,. �„"" + , ! �� n_ �". '$ 7s0 25 8 .�.� i � ..•"°`� �,' ,µms,,, -,.�' f '�,)3 2 . � w�M " ti : q� .� NG�.vG RROPOSED ,« a. . M :t w � w T e 'Ww« v ,,,r ,,,.,_ ,.,..,w y,.,„„„ "<.� ,v._...-•---".` :w",- ,<..��"'�,,'w"r •� //1 \ � � .;,.caw•^"'•' ~"...,,W.,.,....w",..,.w,«.. .««.,..rw - "" ..^ • „ ,.•" ,,,,.•^� "M,,,,.+" «.w ..., caw., , rv ,.w.�aw •_... "w..,., w""x. i.,� \ '+ a•e C #� M r '�i '' %�•.•„ "•�w..,,, S.,,a,,,w,..n. `�«�.""„...,., ^'."�,�,,b., r «�,""' �,..Mie""•'.•.r--..«,...•WMr.»=w-..�..""».,.,...•.,...� r",•.»"."..>4...n..««". .1� '�..;. «w..,, .caw .�' ..�.� ,w,4"....,4�.....,w�,.......�.....,. �•�. �,,�,�" .- ..y.w ....... ,... «,,,. w,.^ •N'O"„^,'.w•"""`r .wea^"''""r w.«,...+,;«r<"' ... ,..,« 4y,,,-• ..,.w.«.w•.n.».,,e.,.rw.,,. � '+w.,,a,� .,'"vw. � 51 i�l.. q ,� _.,....y, ,..•w '`"„�-; ,.,meq �.+^'""� ....",».•+"w�..�..,u,..«....�..,,,.�,. 7 wp,.":,�'a mww..,w M .«.,...,,....,,,.,..•.,.,..«.,.,.•,. v,,,,.,,. _ ,» .:.,...,•w ". ''1° ,,,w.,, ,,,u., r,,",,,;w„ ,v„w,.,•.,....,... „•«.,....",.....r � ..«.,«w«.«.�.• «...4",.,.w.,.,, •:,*..,.�.,.,.w.w..w. ET 16 ( .r}f" .'«"'w"^.�,."•,,, i .JJ"` l� C ,.n.. ^`w«•..,.•,., „µ...�^.""'" 71 h 1 `,,..� f -F� ` ."'•-•1..�., ",„,..,,,",...... 4., w-�"° ,,..,,..,.....,...,,..,. w...,.,,.,,,r..,.. .... ....:+,•.•.w'.�4:''.....-•'"".:"' yam,,.:'^^" ,.,,+,,,,°'n'+�`; ,.✓ nr.,"«.'.` '.„ ;..w•«-^"""^"..�a...,w «:._...w..,...,^' ��"�'w`M.,�.`•<` „"„•,,.,•. .,,,w.,..,„.,n.,., "...'""""""aw.,•,.,w.. q 't '�!f 71�j( d3 b �L'l,; 1� � 'i' b '% � �'�K- •✓ �"""ww. ^,..,,��:�""+, ,..w^"" w.,a'", ...-,^"'• "�,M-'M'« w.".,w.«.w,.�"'""'° 1•u'""••""'",,,,,. �...r,+..a+.v. ",,• �l��l�jj/fj t f 1(�J`f(y 11�J+f i j;fj�^ � •w..;.,.,„,.,«a•, ��'�w �"w^,•,�..`",'^_ ") `f y'' "� �'� '� +.•;°""'"..w"^' .w+" '"� "4` ",Y,,,,.:,»- .«..... ,,, _.,,+.++^,^""'•"""""".",..�w.•.Mw.«,..,...,,,...,,,,.., 4.w.w„-„Y,,�`""„"w,n., �• t!t�rf�!f}/I�( f 11 rl'f S(,,/ a"�, f .;�, •'w,"'."w. °»,,+ ^'"w �. �,�...� ,,,,✓^'` .� 1f{1� �'�- �,�-.�, E t k.«,n_ SPH SE 2 µ ,� ,"..,�....,..w.,.."-.� ',,.�. „�.,..,.h...,... '" ,.-'...,w...� .,«�•» .� �,,..,.a.4.,,a.'- y ».,,«, ,..yam. •� ,.,. �`"�<,,....,�„�' I i(f i t t •, y '� �p,� .� �a ,.«,,.M.�."„ M.", r.n„._« ,�" �, ,.''' ,� ,,,.«�•-,y"' "'� ..;•�i);r _ .. .....,«...._,.,wiC�.'N"+_�..�M"""`•'• �-""•.�,"''a+^,°"",�.,,r•«• ......... .,,M. �•"'�.+....-..M;.n"„•a..wa,,, r f ,l t� r t f., � ,.,x +.,J•�' ,w,..�.,""V^'��, .wry. �� „r ...," a_y .-Ww•N'! yr J�,J Y" w v"ve+ .wWuw,y •u1AJR�i.Y+y�,wnW�'�rw ..w✓' „�"w«^"' ., +f jY'YTYIy� itj�t( rtl� "•y."'y.,, 'e.�. � ` R^^••-_._ • . �,. .Jyy "",,,.•. car may.-,,..,w VF✓." ;,} }. � •V+..• J if Cf 111 'a,,,, ..�„"wr«.. i�"' , .........v«_ `� .,,«... «�a��,...,"•^..w-"'". '��, • ...._u„ � � �v '."v-v ;�,°`..'d'" ,.r..H.n '^-•..«,.>v.n...,r-,.-ni-r`•"a.i••' •^,,.,.r•,«,,,...»,. �t! i J 1 '` -.^--•.._.":.,..awM..,, a-»+^�`""°"'.y.,.•'.».. .,w.w.°„ry.,...«,•..w„« .„,.,wT,.,"N ,`' r+N�„«.w ".«"•,,. «" �,,"„e*' �""' ..d'� ...•.,."", �..,,,.,,.t ...,•• w.....wJB:,� ,.h,:..,«ani-.•.," .+�..v°"h" `„,,,� �°��1�l•°�'.� w"""" rN K .,,,," " els/ „ ... .,. " t�.,"r y v... " ,..V'_h.w•'• ........._,�,�.... "_.."+.,,...«..,..-.,......... n�_.�_ 'r'O'4uw'••^a•••rtr,,,.�O:.r,y,in.�, r..r4. .••ro.,.�n�... ^� ,..,'w.... ,.,,.... .,,,,,,,•:4.••'...• :r••"- w' ,;...+'"'-�" �0. '....,,,•"',«�^^` ..•wa' ^Y+, .,+ ,.t,.•,.ti.r„� .". ..�...,.._......,..,..._.... .........,.,,_. ..,_...,,,..-_....._.._.". ""' _.,... 'l"i',."„w,."'�`�...a,,:i.4�wr '£ti•ti,+..n •`..""�'1r•;... „ ..« k..,.. 1, J ,«..,«+.•^°`'.'.....w.......v«.. »"„.„"_«......«a.+., .r` ✓°-' ,,..a.w"'''.., r y,,.. ;4„'"'"w�' �rF e.w•..M.... ",.,war's.-`^"•.. " __.,,u....-...- ,,...h,.. ,•.,,,,u"«.... ,-..,.,G1F!F i, �. .,,,. '�w.. .. / ., �,�w � ..w•.-w•� ..«...., •4""" 0. ,+�a r:Y .#^-,..,„, .,,"`"• n.�,w„«`"..v+'sw • �- _ �. �»' A DIKE AND .•w� w. .� ,,s-r' �.� �r-' ,.,.v' �. ,,.,..,.�._ " .�,�•«:.", ,,�..PY�,.w,,,w.� _ ,w,,�-«"'..r"•.-w" „.„w.,�'•°�'.�"�• �'�°� _:�.."..,_._ _ n '_~^��w'•.�.".� � '°w-�;�, � C1 6 G ,ti., •caw r =`��• �..,� ,« ">.��..,'•.�,�« � LOCATION OF > ..caw _ DGE OF PAVEMENT � r" .��~''' . ,, �,.y..,.,; � � ...,.. ..�°°'w,. .M,w.�• ..,..www," .,...:.� _� .�.•, �.. �`° :•� -�- 'PE`9�-P 3 AND 4 , LJ I ' .. .e""' ...✓''.,✓''y .. ..u•"fi ,. � .... "y;✓" +',.,,yr.,,w""""", .�,.•«,"««.... ,.,, •� 0 -M-ve'v.-v. »w....,.,.,•.•,., ` '"°"� ..yam .�..,...,w...,.,,, �`""«".;"'+... y� � .`" `4. .^'"",'..w.•".w 1"T7�:"�f�•�""""�-r..,"•'w... .•°" .,+" y«r .. ._.:,-"' .�«.•"^"•,w• .r+."'"""" .,,..•n 'i'1„e'..^v' «aw«..,. � "� � `? '�' '.'. F,•M �. �� ,.,.«ca""" ,,. •-,�"4".r. w-"�� .;' '�'.. ; ....,.,;...+,,�,",., ,,.✓ .•.--- _,,.,.•--,.,. YW 'r�•'�., rA,.«..� -.«,.-"w`"'�«.�, "",,,, ""'.•..,., �,y... ^•ww �`• •.,,«„M� """w.., ,,,.,�"' f �" ..:,^,�„, „,...".• ,,w" ,.. ... '" i..,,, ,�,."'"..M.....r;,,..4w�« ... .;_,: ..a, '..«.,,...«.......,,..-•..•.- ,.r• vl- .. •+.« aw".«,;,,.'.a••�,-w•�.....,,, ""^.„..,.,, �...,:* `°•a.:. ...,,.,,, '1 .,.,, ,' «"...- . ✓"' .k,. 'w+.""' �„++• ..y' .,.•""".. uuM'." .n ..,s.MhM►r!±!�.7 "e... ,. ."`°P, 'b: ,.A w .�:n" �'• r.rvr""'�.+°w+ . � .� .,.�`�'.,� r ...... .,• .� ..�..•-• .�-- , .._. . . �w .. <� .� _• �, _.. �- - .....,_ '-;<•-, _.;r -.._M. .M...., _ � w w-,�.. � � H`"" N,G""�'LAN5 �`+'`1� XISTING GRADING P APPROVED ROUG G�AQ'I 1' ,d ..+w ,�✓"r, ;�.. .,.�„a"1' ".•+'• "w+y ....ws' -"'t' « ,✓'`",.," .,,�..�..., ....dd-- ..r-.v«.,.._. "'w..<««:..,•.,.,.w raw•`."'+.w.r°""�„'.�,•.w.�... `�«..•.. "r`r'w., °W*...."'»"w.•,.,,,. "`7-^'•.•„ `w,r. ++v,. ,��,.,�,,, ! �, � �A�./E � .ww«��w:««F � .+':'�✓- -,.' y,a,," •.}"^ µ,,,;:_. w,,,- .,,,wa'w"'`"M° .y-.,_ ,.•wn^'"'`�C� �� "«.. J ..A-. ..,..,,.n,..,...,+..�.,� «,. �.:....+w•,.„„•w ^y�y...r,.r, '•wwok..._,,,,,.. �..."^ ��°� ,«:�;K ..•..., >.. •+y '�w•.,,,`9'"",,.w «,«.w'.n•w"""""""'^"„�,,.�«.,.,.,«. .�„'' ✓ ,.,,.�.+ ,r,W d' cl' d .✓<,h^F ".."•' vw,.. .i .. :�..,- ..-.i....,, .,-•' ...."'.",°"""w,,.., "..+w v.'+,` `.."^.•na. ,T:M.�6 .4ri"w %.. ..,",,.,. «`�. j y r., v.,•"." .'.✓ ..w•�'•'°"".w-'"'.w ,{ ,.;:�`' fd ..d '"vy,y._ 'M _ -+.K"°"'•yw C '�^'•."`""w.. wn'.«„w"o`•^"w.w,� ✓ .,:�"•" "",," - w-.••" J'" r .,.• ....,�.w•"•�'"O`"'"O •.r..•. »«., M" �.. `�"•'Y"•'+w,i � ,w`•'C, wyy,,,,,yw, •T"'w«,,,r,,« r.'....+«4+.ww«oM.«..«..«w. "`°<`°".wwc,w �+-�• ,w,.:� ..:� ✓`,.�"a,+' �!"�'�' yw.a,. s„ w.r"^'"""�;" °a,,..�,,;u�:�^'"""" t ..� 7- ""' •`".,,,••,,,,y„y """w..�.«„.,.,4..,,„caw "-1""'....."». -,...,.,•„v,...._.. `"w^:« °�L'g=*..r� rw .�«�;:,.ww.....,,: ,,,•,,.,w•. � f ,.,n.,,+w�+�" ',,,rh` ,„„"•.c,,.n«r„ •°'" 71-1 + ,„ ... ..: ",,,w•";�,...".'" ma' ...^Y .++ w++ ...•, n.✓<r«�' j l b�, ..A, �""`"." "°4`.."^+• "w�\ "`-:,.,.•....,.. "w".'.+�*w..«nw � „n,✓ .,h .,w��.n ,«.„•, "°w:,. ""r '•°w..,."..w ,„,«moo„•'--' n.«..w«,.,,.. n - , fMr,.v°% .. � '..,..•�•^•r+" «.MS�'s'.5 ..h"^`"w.:�. �,. ....a•�""." -,R- � .wW �y ,1 '.""w.., .r .. ! ,,,,�..�` ....«+*. ... �,.•�.,�'-•.�� ";'"'"�..E .,.,..«,...�..-..«.....,' "„p'.wky'`` ..»r..�•.... v'•"""'""`", , v _." �:.^^ w .•,:,,,,,,.., ,.,.r".,«rr _.,•• '� «,.,-".,.« ry�„'" ..... .'_r,,: ,,.r.- w•"^"°'r�^ wwW""""w'w"""""®x "w""'"'^,w.,"�w„•N"^,,,W.�„„,•..>.,,,,,, 'w.y4��s�•y«a�, •-„«,. 3Yw.,�+.,a. ,,«,,,,, ,.•.,,w,,,.,,,,.^*+...,.�' ',•h,., •caw,. ,..•rv.,.. '.".Y..."°"""*°-^....,.,.",,. ,,,•r M••,.,, ``�,�y. ?. ,,.. �;�;;J',,,,.•-`^,. .,.,,.,,., ..«M""..r"' ,wM,""",.. ,y' Jw"+��. 'f "w.> -w.> ,••ro«.w„�wa••...•..w.w...,..,.., � •.,et+•>,. .'.w" �� '1'1•.v»» �,...�,,...` i R E V I S I N S REGARDINGNOTE L . ADI DETAILSREGARDING ' � TRACT 2271 -- THE LAKES (PHASE 3 - N0. BY DATE DESCRIPTION ARE L PHASE 2 G,�AQIIN ��SsoAND CONSTRUCTION F' L Eqe� NIN THE PLANS BY WATERSCAPERSt INC. 4 '; GRADING PLAN -- LAKES & SWALES GRAPHIC SCALE Azz �,� SSOCPATES C1 INSTALL FLARED END SECTION PER CALTRANS STD PLP,i! A$0 INV. EL = 800.90 $o � �® �bn - :'„�' � E N G I N E E R s CIT AT, SCADERn CA ►. N C33764` • 2 INSTALL 138 LF DOUBLE 42 HDPE SD S = 0.25% P L A N N E R S Ex :6/3C)/ti2 �Ir SURVEYORS r STD LAI 4 A80 q C3 INSTALL FLARED END SECTION PER CALTRANS F' ( IN FEET ) DONE FOR PHASE 2 INCLUDES sT CIV ,` �Rt�\P 364 Pacific Street - \ �....,,� INV. EL 800455 id(;iTE: THE WORK TO BE 1 inch. = �® it. '� \� D S = 0.25% GRADING AND STORM DRAIN IMPROVEMENTS OUTSIDE THE OF CA\- San Luis Obispo, CA 93401 JOHN R. F LKENSTIEN R.C.E. 33760 EXP. 6-30-02 GATE C4 INSTALL 210 LF 24 HDPE S BOUNDARY OF PHASE 2 AS SHOWN. t606, �7'�7 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: i � INSTALL FLARED END SECTION PER CALTRANS STD PLAN A80 cs KDW/JAF KD W JAF 000209 1" = 40' 5 of 23 \_5 INV. EL 801.10 NOTES ......... STREET SECTION PER TYPICAL STREET SECTION DETAIL "A" SHOWN ON SHEET No.22 .......... INSTALL A.C. DIKE PER CITY OF ATASGADERO STD. 418 CIELO- Gl".. AN D E INSTALL CONCRETE CROSS GUTTER PEI? CITY OF ATASCADERO STD. 421 FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 9 INSTALL STREET NAME AND STOP SIGI't PER CITY OF ATASCADERO STD. 427 INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 45 *at AV& #Me ftwo 13 38' REMOVE WOOD BEAM BARRICADE b 41 42 43 44 46 EXISTING IMPROVEMENTS PER -5) //Fj PHASE 1 PLANS �40 39 N (0 o) + + + 00 + 00 + STA 34+07.35 BC CS STA 34+86.50 CTR CDS D5 z + + N Lj w (0 + CnN O+OOCUL-DE-SAC (�)STA 24+29.96 EC Q + + 2 :2 6 N 11/ 00 TA 27+83.03 CIELO GRANDE 0) 0 Uj - n 2 0 0- STA 20+64.75 PRADO VERDE c4 < Uj 50 r 7L ...... JJ+ 3 3 2 'JU Sio C2 A C6 798.04 FL- /--797.87 FL A_ STA 23+29.14 PL C, tK a 7 BEGIN IMPROVEMENTS 2 o STOP 6 34+08.86 BC m U-) 2+92.07 CUL-DE-SAC + V/ 7 MATCH EX. STA 27+37.38 ECR R=6025-00 + 0i Uj Z Lj 0i 798.76 TC STA 28+28.68 ECR 00 n + '0 CS + 47 R=6025.00 P L=703.47 2 0; +1 798.23 TC �0 va� L=353.07 < n A=6*41'23" + tcnN Y 4 + + U.) < Uj A=3&24-�27`" STA 20+18.93 BCR 0`1 �A 7, STA 20+18.93 BCR to 0 TRACT_,-_� STA 19+56.81 EC BOUNDARY ...... 5`6 48 14 55 54 53 ....... 50 49 Vl� STRE�.44iiiiA S SHE---T NO. 8 Iwo HIGH POINT ELEV 802.17 00 ;HIGH POINT STA +46.72 ............ ............... . ........... .......... ........ 814 Ir PVIV STA i1+46.84 C) HIGH POINT ELEY 800.29i 00- 00 -PVI-ELEV- ........... I,01.14T �Tkl 24+$ LAJ .......... ........... VC .......... 812 > TA =` S 2 4,t,.55- >UJ SCALE P ;,,I ELEIV 800.45' ............. ......... 74 �40HORI -ow .......... T 3.1 ..................... . . . T_-T2 OV POINT $TA 29+31.84 K 1 4' VER 76.211 ...... T. 1 PA STA =:29*35 �' 810 ............. .......... ...... .......... ................ .......... .......... .......... TA.....2+92.07. CD ............. ...................... LO !0) [P.-VI........... 0.; .............. LoiN !00 U�iv) I i I i 00 N TA 34+08.86 Bq 00 iA.DJ 11.18 ........... ............. 00 ---------- .......... 04-- CJ0 C) -TP -EL!,. 800., 2 10 0010 00:0 !00 808 00 00 i 1co 00 . 4 1 100 .......... .......... .......... ANDE.-C............. ....... ......... CIELO�GR . UL-4DE-:S, ' 00, VC 1+00 2+00 !to 50! 806 00; 04 m + 00 0 .......... .......... .......... ............. .................... > 804 i EXISTING GR,OUNO I + -;AT iC N ........... 0) 0) 0) ........ ...... .......... ............... .......... ......... >i FINI5HI CENTERLIN� ........... ...................... .......... LLJ 802 .......... ............ .......... ----------- - ....... .......... ...... 0. STA 34+86.50 CTR CDS 800 0�66% .6 801.15 FG CL ............. STA 23+,33.57!END EXr.:t'l .......... 0.5i EAST CURB RETU N ........... ........ -------......... 798 M PROVEM EN TS! 0 ,;,WE A FG EL '799.66 ............ ........... ............ -- ---- .................. ca 0) 796 Uj m .......------ 1 06 0) 00 ao 00 00 ........... ............ ----------- 06 794 0) _0F +! C11 . ......... .............. ............ ......... ...... Lj .......... ........ ....... ........... .................... .......... .......... ........ ................................. 'CL + '0. ----------- I L, � < :TY ICAL D 1!8 ........... ........... 7 792 V) i i Z :< 790 ............ Z; .......... ........... ..............788 V)1 ........... ......... ......... ............. ............ ........... ......... ........... ........... -------------- ............. .......... ................. ......... ............ ............ ....... ......... ......... ........ ------ ....... 786 .......... .................... N ko LOIN ta�00 (Olin T_Ito 0 �0) i0o Lr)0) U-)IL0 00 uj;u; rr)Lo ito L0 .;N . 0) 4q: 0) (0 30 :0 100 O� 00 .10) 1 . V_I . i . N-V(n T_ v-f C; �oj 0; 0� CA) 0; 01co 1qj ;06 00 io) &CF) C)I C:) 0) �0) ic) 10) 0 0C)IO 010) 0: 0 0i oicn 0 0) Q�a) 0 !CF)Coto 10) 000) if,, 00 00 1 r- 001! 00 1 r, 00 )00 00im 00 100 00;r- 00 00 00i 00 00 00i 00 00 00101 00i 00100 100 00 00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 ....................V, A, CUR TRACT 2271 THE LAKES (PHASE 2) IUS DELTA NO. BY DATE DESCRIPTION _No. C33760 lr_m C1 106,69 291,00 21*00'2�:_3, C&L Exp 6/3042 I ., I . CIELO GRANDE SURFACE C2 94,96 259,00 2 1 0 0'2 i ' '', '' .. C, C 3 46,90 30,00 89*335-/4 IVII. OF MY ITY OF ATASCADERO, CA C 4 46.90 30.00 89433'5'� GRAPHIC SCALE C5 60,08 100,00 34*25'3"J' 40 0 20 40 80 160 C6 58,78 _F0 0-,6 0 33*40149 C7 17320 40,00 24800513 1, 364 Pacific Street Son Luis Obispo, CA 93401 J94N R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE (805) 544-7407 IN FEET BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: DE81GNED I inch 40 ft. KDW KDW JF 000209 40 6 OF 23 E T 6 6 P, mon //9 -------------------- ............. .............. .,, I..� I HIGH POINT ELEV = 805.56 HIGH POINT STA = 1+46.21 SEE PHASE 1 PLANS PVI STA = 1+46.76 \ \.,..#* � � I PVI ELEV = 805.82 A.D. = -2.14 „� / K = 46.70 � \ 6a 11 - 59 on 100.00' VC ' t \�n_ , 0, 4 \ \:wA a ;0 57 a R=100.00 �, cra rn r m 4 a L=57.81 ►*I STA 22+73.52 �e 1 (0 � uiIN % \ r •1 A =33 07 20 + CENTER CDS . + a a) 0 ` p N �. o 00 ± ao to N r,,..-- - -,.. _ , ' _ ,.__, I -„_. ' ._ ._.U w j R= 40.00 I \ \r �- r3.i :; d �.•� t� �_ -�•._. ' _ i ...,_.., x 23 p U �� •I .4... �`` R-40.00 -I' 2 N i L=173.19 1�� 3 m I w NA L 647.24 v / F 1 ) i fl tri W `� (�.; _.._-....,_..... ...._. _. �.__,.. _ ,.,.�.:�...._._. _ �.,,._.,..�....:.: _............. . % \ \ -Iao ¢ to'r Ip ____- __-__ ; -"",�x. o -248 0418 N. , I w f ...-.-. to 63 a �I N .. i IN SH RADE AT OP F KE , ; } _ i N% \ \ .\ i ! _ .,I \ \ r _ �.,,.. ..---- 1 00 a�.. 805 I - I 1 �o� �- ..r__ I 1;4 77�: t I I I�D v__ ,,,,,..___ , i i ,...,_ ..+.• 3 % \ \ ,� .. ,. _ -. ..... .. .. ..... .. _ ..,., ._ ,. ..... ,.-.„I.... , ,,.. TA 16+73.21 tsi,.;r - W. ^.,... ,c:,} I.;., - y I j _. . �, / ; �- q i �� f , i I I f- i ! i ; ; •, i 1 cr, 1 ,,.,, z XS i ! i I ; , ! ---'- . .,,.- // _... _ ..-- s i I \ cr, ..---- Alu 3 �- S,, : S`Tt L7 � f �� s' . q I ..__- r .. ----"•- N ....+'-"' -+y (� ,rte. e. �.�, ` '(�� f, •'. ' .. .,i. 1 { t t 1 ,.I -' _.,,r _ ._.._. �Lr :�; ✓ 6p ! I I 111 � I -„_._ ------ .a cu a;l A �GO _.. . ,,_.: ' _.. .-_ i _:_,.,. M._. __.w w., ` w__ ._. _ __,_ .._, w. ' ._ _ _. _�_ ��_ ._.M ...,,.. v{ `�,�i I . .:..++r"' `. �,,,,,,,..,. Mme-,-„ ...+^,'.,' W �. •.�..(fN: f, { I I i Ir I " I ' ' t: ,i _.._- - N tl) �} ti(K'y t'% "'�,.., ✓-"r i 1i ; ! , € ,-S ! - ,C,-- I I OFCUL ___� -.1 Lo< i,__ / III ____� _____ 2 N N ;; CL ui %_ ��_ N *111I _ t 88g....r�il�... {r/ " !t .✓^' �.- 1 t '�� E----` s I ; I. , I 1 1� 'f IIIII 4 --' '"'�- .. M "' R"100.00 + ! 1 I I - '' -1. , . � I ; I ;I i i I i ! i ! � : f . � � , �' 0 q 5 F ..--- 00 .Q L=61.16 t° VE _____ _.- -�--�'r, I ! � . . I . : t i : . : I ; q I i !� to 35'02 41 cn a A N L, . I �: � I ; I . I i ; ; i � i I I I . . i t : ; I i " (3) • .., i i j I , _� � r ._ ..- _._:..-...>.-_., _..T1 PICAL TD.. ; CL 18. .... _ ; .._.. ,.._-... , -....-. .I " " Q i I i 1 , I ' . % TA 16+73.21 t�a;r; v, % 795c , _... __. _ __...f _.. _.- _ ' }1 1 ! , 1 , ? ., ; % 1;43A v u A SOL i,._,....- _,_._..,_ .-.,,.s..., _,.,,,_.,... ,.,-_. ._. , p ,._. _. ,.,-. ...... _ . .. , _, ..,.,_ ,-_ ti%.._., _ .... _�. _.. _ .. Y r ! -i j i _f i IIIIIIIIIIIIII� i- ..,!- _. .,...t .t 1 _ i ._{ .-. -_. f_. ,i_. _I .i _ 1 _ ._ wi.._....., f -.,. ' :.-.. ..» L-- t � �. ll-..�1-1 ,ri , STA 16+26.28 Av ,�JIDA rpt. SOL �,A 1 I ENI A +7 .25 �jl, k S CREI.I r4EL I i_._,.. E ; i SAE ;I ST 12 a FOR UNDERGROUND IMPROVEMEN S SEE SHEET No. 10 ..w w. % \ _ , /��/ I, L. 1- =.4( HORIZ } 3 .i i i ; "-4'= VERT. r _,. ' TOP OF CURBRAL7ES (TYP. s # �.._. �^ i % i \ \ ::a �J I �I�I \ o rl O PO In � r ^ e% 6 8 1aN N00 Ito dul .N r"h \ \ % \ �© �d �LO© o00 a0 0d 00 co 00 00 00 00 \ �34 \ \ % \ I SEE PI1/\SE I PLANS \ \ I \ \ .1 1. ___ � 1 a+aa 1 +00 2+00 PVI STA i6+98.20 PVI ELEV 801.16 . A.D. - 1.35 . K = ).92 ca 00 ca ( ( FGAEL2+7 04 52 ENTER CDS N ►-..' N r.. N .; 0 4)o r*� 1 +00 1 +00 20+00 21+00 22+00 o _- i i , �a. i i . U) ' : i11. _.._ i.. (/) C 1 r �' tea 1 : I I I t 3 ! t�I ! i I _,, . ,,- r i i WI ,,., _, . i , , ._ .. .... ... ..._.. ...... .. .... -.... .. ,,. _. .....I.-._...- _..._ .. ....i....._ .. .. 1............ ...... ..... ........... ......... .t i. t 1. 804 L j r-i w m : S D 'RA ATC k , I � ; i : : ; I f u); ,. • ;- L -I HE �E � 1 50.C1t �, iIll _.. -„ ,,�„ -- , -. ..... ...-..: -. I... .... .................. ......... .__...,.......... .,.._ ..- y ��- /�y r ; , I , i 1 Q. I i i i , ! ; i , 1 , 1 i h , P i , i , ' _. _.... ,_ ..., - ;. .. .., i...... p ,.. .-.. ..... c i 7 I i f yi _. .�... ..; .� I. 8� • . I ....,,, : . : ; I ¢, �, ' ,,,,.�:.,-,r I , • i : i : -- j ; ! i I ; �= i ' °AT L TI G R N D C �, __ i j XS N O _5� - G i i 1 �� 3 , ----- - _. _ • . I , i , i i 1 -I .I. ; _ 11.1 `.. '. , I ; , : ; : . , I ? ; ; -... __... ,......__ -. L.,__.,.'r._.,. _. I. . _._.-.. i . , , , e I I : 1 t ! ' ` I r ; .. , 1. ..........,. ............... ................. �: �� i :798 ;.._ r . I 1 ; ; e . f , : r , i 1 _.. _. _. _. _ _,_,_ .____ _.._ _.. __ _ _ ._. _ 1 I i I 1 � i f j i i i 1 i t I 1 j f f I s ! i , I I . I i I . i r . ;� I f r , ; , .. ...........:.. ,,.:. .,... .. ..._ ..,..... ... -. I I ( I } r i i i .' : i . 1 : I 1 I I i f 4 t , 1 I , : , , , I ' _ _. __. - r.- _ }` I ; ; . 9 ! : I f. ; , I 1..:- l .... I .1.1-1 , i I. I I i i I : . : I i I . . I i : � . � � i � ---"----- ,------- ;: . ; ; 1 i i i � � � I I f . � I . ; � I i ,�_1141_.� .-........ _ � . , I . "R ; , � i #ft * DF 4S0L-_I_ < i ; `0 Filto" I i ' A "'.., _4._ . , I I f . i . " EN1 ,._. ___...,_._.. - 4. 1.1-.�.11I.:.,....."..T..,+,..,..-�...."I . -...-.1-1......i- ,. .. .... ... ...,.. ._.. _.. s - 79 ! . . ; I .: � : I I . . . , _t f 3 f r : ; I i i f . . .,. __ _. .., .. _ .. .. , ; 790 . : . �� i , ; . 1 . . ! : I i I , I , 1 I ORIZ. . _ _ - .. ,,, _._ _ _ .. _.. . --40 i I ; . .I, . I , . , i . , : . _, I i ,.... _ _, _ _. .; !. _,. : ; . i I ; ;. 1111 .- !_ [ I ' ... _.._. .. _.. ..,_.. _..,....__.. ........... ... .. i' i . . ; _ I ; . i I ' j i I . : I GRAPHIC SCALE 40 0 20 40 so 160 . ( IN FEET ) 1 inch = 40 ft. /� I N L'o)T E 10S`)" . 0 STREET SECTION PER TYPICAL STREET SECTION t..+'AIL "A" SHOWN ON SHEET No. 22 QINSTALL A.C. DIKE PER CITY OF ATASCADERO S`lii. 418 I , _, -�'�"� TRACT 2271 -- THE LAKES (PHASE 2 EXISTING CONCRETE CROSS GUTTER PER CITY OF I'ASCAC) t�0 STD. 421 �, �,ROFESS/Q� �_ NO. BY DATE DESCRIPTION I (D 1 FAL , amon 04REMOVE wo©D BEAM BARRICADE � �, . sX . g IS 0 C n r T IE S AVENIDA DEL SOL SURFACE W -05INSTALL STREET MONUMENT PER CITY OF ATAS� ;',�il.:Ro sTra. 426 ` Na• c33�6o r //" $�T/y OF ATA SCADERC?, CA * Exp. 6' ,_- (� l% INSTALL STREET NAME AND STOP SIGN PER ATA°_;k AOERQ >I D. 427 /02 up CMI. / / I I _�---- ///-.-,- ^� ��P11 / + 1 OF CAI.�� 364 Pociflc Street Son Luis Obispo, CA 93401 Q N R. FALKENSTIEN R.C. 33760 EXP. 6-30--02 DATE (805) 544-7407 . D IGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: I KDW KDW JF 000209 40 7 OF 23 . ..-,.,_..�... . �;� I I / -N�) ,,,.. „ TRACT T 22 38 r, TRACT BOUNDARY------,_,_.._,._,,,, Awl PHASE 154 STA 20+18.93 BCR v NOTES 798.69 TC o • � STA 19+04.04 END EXISTING PAVEMENT I O STREET SECTION PER TYPICAL STREET SECTION DETAIL "A" SHOWN ON SHEET No.22 BEGIN NEW IMPROVEMENTS 798.04 FL INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. 418 goo. D,O 3 7 o L = 52.77 3 O INSTALL CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421 - . D " \ / A �- 3 21 34 ......-- -•-W- ,� ! STA 27+83.03 CIELO GRANDE �4 INSTALL STREET NAME AND STOP SIGN PER CITY OF ATASCADERO STD. 427 �-�"' - —�-- ,� STA 20+64.74 VIA ESTRELLA O 2 -- .�..�- �- '' C3 G I O INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 1 107.9 $ 3506, °D REMOVE WOOD BEAM BARRICADE A ESTRELLA 50 STA 19+56.81--'" 1 EXISTING CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421 Oil Is�--'' C4 00+ IN, 0 2 797.89 FL �-- STA 20+18.93 BCR 4 GRAPHIC SCALE 798.69 TC I I TA 17+00.74 IN 1 �'' I I N 40 0 20 40 80 160 �--� REMOVE EXISTING BASE m FIRE TURNAROUND I I x EXISTING IMPROVEMENTS PEI: H LASE I �*+ �� SEE PHASE 1 PLANS rn � I -•a IN FEET ) II °' 1 inch = 40 ft. D OPEC! SPA(, :� I II II rn Q 70 T 0Nm"** E L L V'I A E. FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 11 18+00 1 +00 20+00 ,1, y t 1 , , f , i 1 : �TU .._._ i 0 GROUND C � ; ! t ii a r ; i r t i r r { . i • 1 j} i f f t 1302 1 00 f i r i STA 17+o0.7� iii FUIrN It DL O OR 1 FCS AT' �_... ;. • i NI$HED Gi ADE AT' CL { STA 20+64.75 CL INTERSECTION { { — ( : EL 798.28 FG 796 1 ' y ( } 3 1 1 + : , t : _ i' f l f 1 t . } ; 4 I.... ; , 7.. : e i r a_ r r ; x`92 ' 1 { ......... ..., .. -.. j_._....,...r,.... 1 1 i • 1 r i , _ LE 1"=40' HORIZ. 1 I -- VERT. 1 , 1 , r „ r 1 r 1 I f t s : } r { i.v __.. ,.....,. __,..._5....., _...1 t ! 1 I t CURVE TABLE CURVE LENGTH RADIUS C1 46,90 30,00 09 33"57 C 2 46,90 30, O 89*33°57# a E3- 916.00 53.71 3°21° 34'4 854,00 51r8. 3°21'' 4" _.. - NO. BY DATE DESCRIPTION TRACT 22 '1 - THE LAKES (PHASE 2) ol ROF E SS/C1 `� PATES amon VIA ESTRELLA - SURFACE No. 3 � • :• �/ ,C,#TY OF ATASCADERO, CA Cr. C 3760 Exp.6/30/02 'PO ___------ QW, \ 364 Pacific Street 'Q o ,�()�t� San Luis Obispo, CA 93401 JOH�KR. FALKENSTIEN R.C.E. 33760 EXP, 6-30-02 DATE OF CAS (805) 544-7407 DE NED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: KDW KDW JF 000209 40 8 OF 23 ,4\ i"'a...:.,.,.w.«..,....,.. _ ,...... -."'""" ,'}{}{€.mow`"'`„ ..+.....A....'...+t.,,.n, '...:,....n., w.,,h�•'o;.`..r,..,.-��"�`.'+".:W '�^'aJ( ,,,.,.."."'`""w' � � , h 45 z omor n 13 36 �;j I 41 42 43 44 0 0 uj II .. . 4 �., =ori 6 z I=<. °° � srA 35+oaao 0. 1 39 w� cti, 2 SEE SHEET 12 FOR4 XWATER °» �'".- ~-- '� CONNECTION T �,� pG C N O EXISTING WATER. rC%ES & '' PHASE 3 r tw cn EXISTING SD FACILITIES PER PHASE 1 ,/ , ~ �. �,, c7� 0„ THRU5 :� PER PHASE 1 / cap �' '0 4 -- =� r"3v + 12 N 4 TYP. w Q + ..---- - v> na w TYP. `-�' 00 _-.- �--• NN — cn< --- (A p. C� 0 Ca 00 �� 1 cO + Lw —-�- GE .,.. ,..- C PG --- Ln G PGE 1-i P 1-4- PGEan ,.�.. 41 cy, 4-� —�' g D _- 4.400 ,_�...w W C - _ G _ Z! P E PGE PGE PGE �- G ". ` W +0 .` " ... ....._ --._._.,., ,... �6+ao �-�- ,....a,r,.. . --•-- W W �-W W 32+00 �,� 33+Do 5 S ,.......w--- 3 +oa , '-. .'- ""_' Baas+aa =4 _ tf __..__�- s TA 34+ .50 7 is f IS S S S _ w S Sown C S S w tTA 27+30y �`�„ '... --- - �, + + �<v A � aj OD 41b, 4h. 47 TRACT BOUNDARY 11 + 2 STA 31+63.0 co XISTING SSMH PER HA 1 6 0 12 PHASE �w 14 5 6* 55 54 53 50 49 48 VIIA I A 11 SEE E T NO. 11 -Jc I ,. m Lj z z oa 00 'Q 06 = to - O li N <C OC C-4 r I A Q 11 i �` + .� = i ,� + Z Z } _ li. � N ii Z ham ` it tl� v; ? ¢ zt > t SEE SHEET 12 FOR _. .,._...�.. ... _.w�.. �. _ � _ � � _ owmmm . WATER LINE CONNECTION TO PHASE 3 game _.. M'R INSTALL WATER VALVE PER _ __._... _. ...._._ _w.. _.._. . ._...M _.__.._.,., _._.. _....._ _ _ rn. _. _ _ _.. _ 1 MUTUAL WATER , _ XIS ING 36" HD E TO D Ai VC A ATASCADERO MU ET 1L O SHEET 23 _._ . ._ _. .. _ ._.. ..w.. ... _ ... .. _., .. .... w .,m .. . ...._. r .... _.. ... __ .._ _.,.. . _..._. _.. _ , ... .. .._..w ...., ._... CO. STANDARDS KV- _w �,. _..._ _. _.._ _ _ � _ _ "� `0 ._ ...�!. _._ _ IN AL THRUST BLOCK P D TAI D ON SHETI 3 IN a" iV S _ LJ -4 _ s A 29+30.7 O' HORIz, __......._.___.__ ._._..r__ _ .. _... ... . ..._. ,1' 11 ..�... ,�..,..._ _ _. �. µ.. _ ... _ -� 1 =4' VERT. 7 ONNECT TO a°' STUB AND EXTEND SEWER INSTAL THRUST BLOCK PER DETAIL D ON SH ET 23 (0 (0 t0 4C} h- t`` 00 0 � � °cf' U? u7 tl) u� tt7 it7 th CC} CO h Ct Q CO 0 0 Q C� C� CO C7 C7 © Ca 0 C� 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 2 23+ 2 + 27+00 2 +00 11� 2 ►+00 30+00 31+00 32+00 33+00 34+00 NOTES (D INSTALL PVC C--900 CLASS WATER MAIN PER NIF,!j�,. ACTURL R'S SPECS. & ATASCADERO MUTUAL WATER CO. SPECS, 11 EXISTING SANITARY SEWER MAIN PER PHASE 1 INSTALL 6" FIDE HYDRANT ASSEMBLY PER ATASCADL io., MUTUAI. WATER CO. Rp�ESStO 12 EXISTING PVC C-900 CLASS Z� WATER MAIN PER PHASE 1 �qQ ��(�, INSTALL WATER VALVE PER ATASCADERO MUTUAL WA l .i� CO, R E V I S I 13 INSTALL BLOWOFF PER ATASCADERO MUTUAL WATER CO. SIDS. TRACT --- THE LA , '�} 4 INSTALL 1" WATER SERVICE PER ATASCADERO MUTUAI. WATER CO. uj ' NO. BY DATE DESCRIPTION 14 INSTALL AIR & VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER CO. STDS. CIELO cc Nn.033764arinonINSTALL DUAL SERVICE MANIFOLD PER PER ATASCAUt: 4 .) MUTUAL,., WATER CO. Exp,6/30/02 � S 0 C I T � '""' UN ERGROUND INSTALL PVC SANITARY SEWER PER MANUFACTURER`:3 SPECS. &. CITY OF ATASCADERO STD. 702 & 703 GRAPHIC �� ST�� l��r�'�: ' E N G i N L L R S C/A� 7 INSTALL SANITARY SEWER MANHOLE PER CITY OF A1t�,-.('.ADERO ,STD. 606 & 608 SCALE OF CA P L A N N E R S �� ATASCADERO, 1� 40 0 20 40 80 460 5URVEYt3 #� S INSTALL SANITARY SEWER CLEANOUT PER CITY OF A 1"At�GADERU STD. 605 364 Pacific Strut 1 '" INSTALL 4" PVC SEWER LATERAL PER CITY OF ATASUAI)E.RO S'I'D. 603 San Luis Obispo, CA 93401 J N R. FALKENSTIEN R.C.E, 33760 EXP. 6--30-02 DATE ( IN FEST } (eo;s) 544-7'407' 10 EXISTING 4°' PVC SEWER LATERAL PER PHASE 1 1 inch = 40 ft. SIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: KDW KDW JF 000209 40 9 OF 23 NOTES L A N S O INSTALL PVC C-900 CLASS 200 WATER MAIN PER MANUFACTURER'S SPECS. & ATASCADERO MUTUAL WATER CO. SPECS. t5A o 2 " INSTALL 6 FIRE HYDRANT ASSEMBLY PER ATASCADERO MUTUAL WATER CO. 0 61 62 O INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER CO. POP 8 59" INSTALL 1" WATER SERVICE PER ATASCADERO MUTUAL WATER CO. 5 INSTALL WATER SERVICE O INSTALL DUAL SERVICE MANIFOLD PER PER ATASCADERO MUTUAL WATER CO. AFTER FH PER AMW N DETAIL #107 0 INSTALL PVC SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATASCADERO STD. 702 & 703 � t INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608 10' TYP ,....-- ----.. 17 INSTALL SANITARY SEWER CLEANOUT PER CITY OF ATASCADERO STD. 605 o --A e rn .-.-- ---4- . 9 INSTALL 4" PV .�„ 2 C SEWER LATERAL PER CITY OF ATASCADERO STD. 603 13 � 4 + (TYP.) 9 TYP. 0%3 _^__.- ____..- S 10 EXISTING PVC C-900 CLASS 200 WATER MAIN PER PHASE 1 P __--- .,,..._ S W THRUST BLOCK PER OD -DETAIL D ON SHEET 23 11 EXISTING SANITARY SEWER MAIN PER PHASE 1 ....'--- LA 8 SOL CL 1100 S ? PG g INSTALL BLOWOFF PER ATASCADERO MUTUAL WATER CO. STDS. SIS W 3 W S G 13 EXISTING FIRE HYDRANT ASSEMBLY PER PHASE 1 r•, ----PGE E EXISTING SANITARY SEWER MANHOLE PER PHASE 1 .^.-- (TYP-) co �. PGE 5 ( + w 15 [ EXISTING WATER VALVES AND THRUST BLOCK PER PHASE 1 Aj\ . ' " - � - --- ro to -- ) ' rn TA 22+85.52 O 16 EXISTING SANITARY SEWER FORCE MAIN PER PHASE 1 G ,�. STA 19+86.27 C 17 INSTALL AIR & VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER CO. STDS. . STA 19+17.1 14 15 6 v 16 64 66 60 AM 34 69. 1 �1 SEE P1 I ASE 1 P L.AN SA v I A � > DEL SOL L � FOR SURFACE IMPROVEMENTS SEE SHEET No. 7 o a N Ca N C" �Cil f— Z co (n ,.... 00 N00 LL +vni _1 t!) .d. N r. N C7 :2 w (n II h + U) II m 00 s N con17+00 #� 1 + cn °' r z o 20+00 21+00 22+ N a w N z U N I > } Cy ~ ZZ d ..... _ ✓ 0U X15 IN GR UN At CL 804 N mwom Noma 1IWANWAM SON z z 802 + 800 ATE RUN _ 798 796 .001101011000 794 R 3 2 F 0.5 mm"s.... . N� _ miamm w"6 792 1 �, , 790 SCAIT ml "_ VERT. GRAPHIC SCALE 40 0 20 40 80 Iso ( IN FEET ) 1 inch = 40 ft. �Rp E.SS1914Z ul a No.C3376Q R E V I S 1 0 N S ;f�/ d/02 * NO. BY DATE DESCRIPTION TRACT 2271 �-- THE LAKES (PHASE 2) *.. ExP� sT� �o��~.' Aq A TAVENIDA DEL SOL ---ariirion UNDERGROUND �OF cP�- tee' YM��I.r " E E R S PE.. ANNERS �/ C/!3( OF .ATASCADERO, CA . S U R V E Y O R S e2 I 364 Pacific StrNt San Luis Obispo, CA 93401(805) 544-7407 JO R. FALKENSTlEN R.C.E. 33760 EXP. 6-30-02 DATE DEISIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: ' KDW KDW JF 000209 40 10 OF 23 3 ; I PG P 1 111 1 TRACT 2271 6 ; 1 PHASE 1 TRACT BOUNDARY 11 , I 11 1 I EXISTING UNDERGROUND IMPROVEMENTS cn PER PHASE 1 PIANS I ' I 39 1 ,.,,.._ W -----......_ 1 i I �� m �� 4o� GRAPHIC SCALE m40 0 20 40 ao 160 mama z 40 zr OPEN SPACEEL LA `� i I 1 inch = 40 ft, VIA 1 -0 70 FOR SURFACE IMPROVEMENTS SEE SHEET No. 8 `�`�� 4v"1 A F" NOFILE uF E �O3m4 kTm'"� E L L TYPICAL TD - CL + 0.18' 18+00 19+00 20+00 806 i : , t_ —— I ; i pyo ..._...,.._,i._.,.-.._.-....-.,_,.._,.........._....�.....-�_...-._..._.....,-:__.. .-.._._.. ._...,. ...._._ .._-.. _,-._. .- ! 1 ^ Ell , S G i• TSN-. Tib , _ -...._. -e__r __..._,_.......s. ! 802 ...- _____ 1 GR I 800 , n _.. _.__ .,,_...,.,..,........_.... _,.._......... _..i, _.._.. ....»... I , • i i i , J i _ .h,.. .._. _._ ___ •_. __.. ... i , 1 i T96 -..�. I .. 1 Ex sTl ! i 794 t __. .... __ __._ ,.•,�.,,,�,,, .,.., , I e i ...,. TI EXIS ; G 3. HDPE' STb , DRI , , I H , --- -- _ STQRM DRA .'. ..� ��.�-_ IPE, N 21071"95 LF S= �j i Y , _ } : i i 1 , i i , /� 0 i : i , ........ ... ......._1 t s 1 s S SEWER AN.°SE 0:50 0 , ,...�.,.., T-+��- , C�� _._._. „ ......-_ ....w . TING 8' P i S N _EXtS _. _, I ; ' a EXISTING UNDERGROUND IMPROVEMENTS PER PHASE 1 PLANS S _ r op,RoFESS,a�� ,V A�` ti F� NO. BY DATE DEscRIPTiON TRACT 2271 --� T" LAKES (PHASE 2) mcimon No.-C33760 { S S 0 C I A T E Exp.6/30/02 * ,' VIAESTRELLA kP CPV1L Y GF 1 VA A :RO, A LJ OF cA�� . < .,.. 364 Pacific Street Z—/, San Luis Obispo, CA 93401 (soy) 544-7407 JO R. FALKENSTIEN R.C. . 33760 C:XP. 6-30--02 DATE DE GNED BY: DRAWN BY: CHECKi t! BY: JOB NUMBER SCALE: SHF ET: KDW KDW JF 000209 40 11 OF 23 ___ _ _-. 7w».H7 TRACT ®OUNQA (TYP. a T 12+21.87 INSTALL 22 1 2 AND 11 1/4 ELBOWS 24" HDPE OVERFLOW PIPE ..,� INV EL • 797.00 ' \ " 45 4 77 5L�y� ` 78 ��QQF. PHASE 2 BOUNDARY (TYP.) 4 / 76 \ R=1000.40 �, � FUTURE DRAINAGE L=221.87 FUTURE 24" HDPE OVERFLOW GE SWALE (TYP, IMPROVEMENTS FOR PHASE 3 ' Z�=12"42'451° p"' PIPE PHASE 3 , STA 15+67.12 2 ,,, -- ° G, �- ,.� NSTALL BLOWOFF PER ATASCADERO < MUTUAL WATER CO, STANDARDS �,r,ep(°�//�'y, �• ... -n. pr"' � ' -I '� �:ir�,-'"`�✓ `�/,(Q�'1""`�- -`�•.. ....o•v^°„"�""�",.w° '«.w„'"w."""+Tw« a^+�.�v,....,«.w« �,.«N..,nr,„„.,„«....w^`M""�"`".<rw�`n"”` � . ��•,a•wes' ,,•�"".�lccT./ •.,� w.+'" �_,,.�a�' i�+ v/'�/1 ..� '•1 <.,«w. .».m ,nay.«.r....w«<,w«. ".".mow."'" 1`! °"`^w+we,^,,,,«w„ ".^..•.•. \ � �... ! — " �...,.r-•W vim"' ....r �:.+ ..�^" `•*. 4Q U TU RE !WLR LINE PHASE 3-4 , 9� „�- ..r.... ...�.._. ._..__ __..... __._.. .... ...... ............. � mow. . r� .+r+,. + � w �„W,,.«,r«w.e.«•«�""""«r.+w.« •w.,ws.ax+,«a,..„,�wR.a.y_ � •r �:� — .�� ,..w« w. w«wMr «rr «rn.. .r.r w.. .� wr.. — ww.r .., .. �. "0 5' EASEMENT TOMAMWC � ,. � 1 _.... «.�,..,W.. �sN<« .r« rIM ,uexFi,n.tlw« ,u....i .:1,..:oH +....n'ww„•.ov'..n'ur^m' N --4+22,12 W 34 f•� bath 15' `WIDE EASEMENT TO AM�W �.."� ... 1 _ «N,a�,H / ,. ~ Yhi:i,' .day...' iHW:. w. NNeW irb N, :ik.M 1WratieM .,M e4, W �. .. / _ ._.....,..._... S . _ ---- _.,,. .,,__ ....,... ........ '�.,,,.,� ... -�-rw- 1 ^�` , � �G ND �•, ...» �. ... ..... r �. .... .... ..^:.. .... .... .... �., ... ... ..... «««.. �.nw .... � mow• !. �,rr �� wry �� .�. .w+� ..wr. �..r. ..... .w,w w.. CIELO ,. ,.,. Ir\_ W vS 56'09'57” E / / 0o 408.36' 8 UENO 07 LAKE OVERFLOW BOX PER G / G WATERSCAPERS LAKE PLAN. R 500.00 / / �,.^- �., -----•� ----• --- -- -�--�- —, 4" HDPE OVERFLOW PIPE TO L 129.55 " / / / BRANT INSTALL FIRE UTUR WATER LINE PHASE 3-4 D . 14 50 44 -HYDRANT ASSEMBLY PER �./� NV DRAINAGE .E 797.5 PER SHEET 5 ® / ATASCADERO MUTUAL WATER . � COMPANY STANDARDS ---°'' 8" PVC SEWER ��•�'�' ONNECTION SEE SHEET 14 .•� / FUTURE ROAD IMPROVEMEN PER PHASE 3 4 DGE OF WATER (TYP.) / / y 70 1 / / 5 / . /___�TOE4" LAKE CONNECTION PIPE .�« #� / 74 OFLAKE SOTTO •° ••.�,�„N �.«. .w� .««...�•«�,,�.^«... w.�. �./.,,. „«.. «..,..,,�.,,. �,,.a,«<, N«.w��w ...�,...��.�•� 48 GRAPHIC SALE 40 0 20 40 90 ISO 2 A WA Ll E '6� ONNECTION PHASEt� D 3 ( IN FEET ) 1 inch 40 ft. FOR SEWER CONNECTION SEE SHEET Nos. 13, 14 AND 15 PVI STA = 18+03.02 _._. ..._.. _.. _. _,.« .«.._ «.,.._ _,._. !.. _ Z-24 A _ . _ __.m _.« __ _.w« D. . I � � L V 9516 44.59 � L...,_:.:.,. ...._........_ _......... i i ...................... PVIi'i ST 13+68.44 W 01 T E E } _1 . P "EV �' �" PISA 15+90-29 i « 00. 0 V I_.. fifi «.., EV c r "f d i { I I I 1 0.0 ' V . 41. 0 i ..I � { { LOT 4 P _... . _..,....._.....,..-....,_ .....__........__...,.,_�....._..._._._.._ _... �.. ? I 1 JR4 4a .E?.....FNII�I G fl I 0 + LOT 5 AD < N _. « .. _ c { I N.0 G L W TE LI _ _ �., w.w. A� ., w«, .. µ �. .� ! ! EXi TIN G OU _ �- ...«� d ...... 0i{ .. { �,........_ ,., ., ... .... 1.. _ ... ;,. ,.. _ L.__,. ....... _ _. __. .._ . ... _ ....,, „ -•�-- _41 INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Cfl. STD S. i ..c. ! { { ..._ _ _ .. ,...._ _.._._ _....___.,..._�.^...._.�.._i 36 MIN. OV PROPOSED FINISH GRADE . « { 2 INSTALL PVC C-900 CLASS 200 WATER LINE PER ...._.CIELO GRANDE _ ATASCADERO MUTUAL WATER CO. STANDARDS �_,....., ...__....w._.................._...L...............�... L. ,...:._.:.. , .-:::._,a- } INSTALL AIR & VACUUM RELEASE VALVE PER ATASCADERO t I r 1 � VC•• WA I TO 0' 1 WATER MIN _ �. .__ _ _ _. . _.N_QPE.__SL RM_ MUTUAL WATER CO. STANDARDS �.:. _ ..., ... w�.... «.�.. _ _� .._ �... _ _VEtFL W FR AK �.. I _._. _. I � , I ta 798 _T- ........ 00000 00w, awma" mom moo"wral _ _.. tol000loolow I r , 794 c T- I ! ► SPA ATI 4 N i SIA 17+72.68 SE ER CO TIO • i ET -EN -P14P-1, ��. _. _.......... ........._._.....,_. ......_..._._.._. .w....,_..L..,._..._ ._.._._.,.I__.._...,..._.__._ _......__.�.._._._�......_..._.__ ..._._.._,.,...._......._�.__:w,:,W::,: ....... SCALE .. IN E 799 00 I _,.,...... _....._.,...... ...__.._� L_..._... �..,......... _ _ __ _ _ _ _- 1 40 H ORI Z. DATUM AMR .. ... .... ..... ..... .._ -•_ f 1 4 VERT. N p i w� _ Q N ti ©N p N o ©tp W N cri c •e i . r` c� �r { �^ _.....� . ._.,. �w.>a.._.. ..� ....� ..«_,� w., . _.,w. . ., ! •E I _,.i_._._... ..__...-,_-_.._w ..., _. ,,� "'tom i cr, CO I ! I cn t 00' ! On co � f ' i r 11 1 + ,j i__ ...._,]_ 1 13+00 14+00 15+00 16+.00 17+00 18+00 19+00 20+00 1 FAL rn _ t * Exp:6/30/02* * ' E V I ` IN N0. BY DATE DESCRIPTION TRACT 2271 -- THE LAKES (PHASE 2) wamwoon .. toF CAl.1�� .� WATER LINE CONNECTION - PH 2 AS SOC I A GRAPHIC SCALE f,' N G { N U, IW K S TY OF ATASCADERO, CA PLANNE': RS Now 40 0 10 40 40 100 S U R V E 'Y` 0 R 5 i 384 Paaifta Str..t San Lute Obispo, CA 83401 J R. FALKENSTIEN R.C.E. 33760 EXP. 6-30--02 DATE ( IN FEET ) (605) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET; 1 inch 40 ft. KDW KQW JF 000209 40 12 OF 23 / SEE SHEET 14 ............ T 70r r SE1111ER LINE CONNE TION r � r 5 / ,. RAINAGE SWALE (TYP.) ° ,. �' ,.. «_. .. ..«. - - ......"`...,«„ ..._..-- EDGE OF WA (TYP. �''�' F,y / �� / .. -w , ' oxE WE R ONNECTION .�' ,,• SEE THIS SHEET ND SHEET 14 FOR r PROFILE F 0 E O THIS SEWER SEE S 12 FOR WATER LINE CONNECTION �,, .•-- - --- TOE OF LAKE BOTTOM (TYP"NOTES / INSTALL PVC SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF RTAS, STD. 702 & 70 r INSTALL SANITARY SEWER MANHOLE i,E.R CITY OF ATASCADERO STD. 506 & 508 o ° A A6� M F / r STA 17+99.82 SSMH :r STA 30+00 BEGIN WEST LINE , UBLIC UTILIT EA`-MENT rn, y Q ,..._ t x ,..w... EXISTING 8" PVC STUB cz�« -�- '" _ _ .�.. — � _. — — — _. ER PHASE 1 PLANS $ _ .�.. .,_. -„- . ,•... .; w. ,. ..,., . N' fYdyb�' y—+p WM.ww -fs / I N V ^- 785.00 400 0 _ ..» .. 654 39of �. ....• '” , .....• ..- •s+� mail o V w"7 TA 14+00 SSMH 00I. Q Q * EE SHEET 15 FOR PROF OF THIS SEWER 62 , 60 61 59 SE SHEET 1 -- ---- � 1 -5 8 \SE R E CONNECTION57 x WEST LINE (,J 63 v\ s, ti STA 14+00 SSMH RIM 8012.1 INV. 785.79 T-T . ............. -- I -------- T I /� __ _ _ w p I I AT GL SE ER. INE 0000oz , Z � I , FNJIH_ LN-D-ELE AT � AT ENT RL! EF EWR LINE � i � ..M . _ RI $ 4. 4 TA 17+ 9, 2SMH INV 70. I IN V. 178 .77 J ,� ,...._.... _ J, I791I i I ti w "i PV RNowi CL �4. I ''.E ! siawom8 ' 1 3 Inomow ! 1 t 786 I I � _T fit ._Aw _._ .. �. ._ _ _ _ w _ Ir'I i h IONS S-C`At ' I NE -CQN 1 4 HORI i E' 00 I' c0 C? CV d° d0 0 to •�� a0 caCn r^� �ca C7 LOty 14. u7 `t � ��p �� (0 Lo 00 00 00 00to r) c� c c ca o ca 6 o �00 1 © 6 c]; o 10 00i I I 0001 00M 10400 11+00 12+010 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 f ESSIO/V l pool Cx: NO.C33760 EXP.6130/42 R E V I S 1 O N NO. BY DATE DESCRIPTION TRACT 2271 - THE LADES (PHASE 2) on C Q A T E S SEWER LINE CONNECTION PHASE 2 TO 3 GRAPHIC SCALE E N G I N E E R S CI F AT SCA[3ERO, CA P L A N N E R S 40 0 20 40 &0 160 S UR VE Y 0 R S 364 Pacific Straat i 1 • - Son Luis Obispo, CA 93401 ( IN FEET (805) 544-.7407 J N R. FALKENSTIEN R.C.E. 33760 EXP. 6--30--02 DATE 1 inch = 40 ft. DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: KDW KDW JF 000209 40 13 OF 23 „ i I . I . I I . I . . I I � . . I . I I . . I O,, ____1__" _�„� w 1111- p „1- `1� �. � �: -7 .. � 0ac . �`'`N1> // � INE CONNECTION FROM .�,..7 �, .1 �, WAT L ,*' I I / N"�) HASE TO PHASE 3 . DRAINAGE SWALE (TYP.>\ SEE SHEET 4 �.. � I . I ,-.,,,/ / �I'' �, 1( '�_ . t { ti�', I\ `Yt I I I No 41 ,__� I I �'1, '111-_� , 11. I �ti 40. � N `I . \/ SEE T � ,, (D INSTALL PVC FEWER PER MANUFA RER'S SPECS. & CITY OF D. 702 & 7 STA 25+3 SSM I,el CCS :C1 � PLA °3 Q Q �\ �', �� ,., `,\ % q4 I 1 QINSTALL SANITARY SEWER MANHOLE PER CITY 0 ATASCADERO STD. 608 & fi08 1111. 76 11 , EDGE OF WA R (TYP. * 1111. - - - N, cy,:�4 _). r \ /'IN .1 , � � 2d0ry ,,,., "". 1111 � . 11, '11 M d --� """ ..- 5 1111 ""a""`., `� ,. _o 1111 """ Q0 _, __ , _" 1111 `*� �' FUTURE STORM DRAIN C_ _, _ - 11_ .. 8 - '" ". w-- �b �` S PHASE 3 I `°� °�. ... M a 11,11' -~. 4 OE tar LAKE BOTTOM TYP. �' > `1 z 1111 -- "'" 3+0� S ..�- -� "" 41 ' 6 `� M- __ 2 , �" IN 77 ~' ( �M �" ..�---� 89' ,, ... 1111 '"'=mac, �' �'C1 �. . �. / 1-1 "" 732• S ,.. -. / yr 1111 ~" 22+00 __ - '" I . -� 1111 1111 r� �. �'` / /'�`s � � r � 11.•11 �, hw�:�J �'' �, � +� ~ ✓ 1 I'll 0 -, �,,, ...- 1111 21,.t•.OO 5" - �-- '" \ . ``t � ""•ate,_ 1111,. ^ -_ � , ,., ..- �1- ` 1%, �r'+vr.,. � M J r 1111.. '."" i Y E fw, ., w+, 7fI \ 1-1 .,,1 � , 20+00 N 82°23 �,, ...S "� T � ('4 � `` %. � STA 27+67,53 SSMH . �. 1, , � r S r _ STA 22+00 SSM e `. y INSTALL 8 STUB TO SOUTH ''"� ` .q, _... __ , 0th ' ��rr+-""~�" ,r, _1111 1111 """ i E, j •.«w�..w~ _"� �' S��00 `�, �_ . 9 ;5 1111. � ti . -�.. 1111" �-. -" '� '� IN, ll1l - �' FUTURE SEWER LINE f 1,1 B+C� „ .- �.. CONNECTION PIPE '` ~` �,, PHASE 3 �� _. 1111 BETWEEN LAKES 24" HDPE o � ,J iNV = 793.00 '� a � 7 \ / . \ ,,,i'A 17+99.82 SSMHQ T0P OF 5:1 SLOPE (TYP.} TRACT2271 \ '�_l / � 6 2 `� \ . I . * ` . . \ \ 1. ```_`�. `� . ll�l \ -------, DRAINAGE SWALE WITH 5:1 TOP OF 5:1 SLOPE (TYP. �''� �``�. 01: 1SIDE SLOPES (TYP.) 24" HDPE SD 7 �`'� �, 8 \ \ �..., � NV = 793.00 '`•� �:...�...� '" . \ \ ...`"� �,,,,,,,, , CONNECTION PIPE ,�. ",, .�� .� . . . \ .> / . x \ 0 \ f FUTURE IMPROVEMENTS I 0 79 ' . \� tii � � Uy. / . \ �1� / ..�> 6 � 63 A . \ \ DGE OF WATER (TYP.} �',�„ f ''�.,� .,,,� . \\,-/" \ `�� I� CTI L. \ \ \ -,,.-, TOE 4F LAKE BOTTOM (TYP.} `ti,� 00 f . \ \ .. 111 .1. .I / 73 �`,,. "`�•..,. . . .. .. . . . I I . � I � . � I . . %� . I I I I / . I I I 11 . I . 11 . . I 1. . I .. I I .. , .111 . I ''. .I 1. -1 -1 11 I I �I -I I .11 -1 . .. -1 I I— .� . I 11 I I I 11 1. .1 11 I.. I .. I 11 I 1. . ... I I -1 11. ''. -1 . .. ,., I— .11 1. I 11 .1 11 ''I ... .1 I . I., 11 .1 1. ... .. .. ... I ,,, .., 1. 11, STA 25+32,71 SSMH STA 27+67.53 SSMH RIM 803.90 RIM 804.50 INV. iN = 793.97 •._r..._.....�.__,..-..,_...........,,,.._...._....................m__.__.._.,...._...__....... .. ....._.,.... _w...,... ..__ _- ._ . __. 6___,T_____r____y__ _ I _. » - v �, �. � _ _ ,w -- I 1 ,_...�. ..I«-. -.p,,,,,, ,,,,,,,,, ...»„�:.» .,,.1._ ..,7..,.-, •+'»'•1111-.�^r-«..--...f.,... «.,,._y..,.» ..�,..,..,.,,.,...,...i,.. „ ,,.,.,,t.....,.,.»....•-••,..,,,•.r.,,•».,.»«-+,.•.....,,« _1111 ... 1111., ,»„ L * ECTI ON I IN 1111 792.62 INV OUT 793.77 j i {I� i ( _ '._ 1111 _w r n_ _ I I I w g _ _ _{ ; i ... i i »_ i ;_ ( E »T �. r. .,.i ..i-. t., _._.y 7 ..r. M f y..w i jN 7 :', _ k_ r,:,._ r w..,. 11_11. .,_3._,.,..,__r 7 -„ -Mme_. "! I M""""`" i I i ! __ 1 i I ( i s ! [ { » i I + I I I i 1 i ( j i i 1 i I i i j f { { ! j l i.. ~~��F�M� w {._ S ! i I i u. i , , I i , i 1""I" I AL a 9k .............. .1111 L__.........1111. .., ..1111...1111. ._..1111...1111 ._.,....... ..-.._,............., 1111.. 1_111. ..._ 11_1_1 1111_ „111.1 111__1. 11__11 .._._ « .. 111_1. ...._. I 1111.. ..........A____.. _1.1... ......., .. _.. .. _... 1111.. .........,.. -,........_.., 1111.-_1111_._ 1111..,_ .. ......_, 1111... 11.11 _.. 111_1 ... _ _ 11_11 .__. I 1 i AL a .. ...,.i. ._.� 1111 _._. ,... f 1 , < { �• - _�.,- _ ...y. _.�... . _... ,.. .,_._ 1111.. 1.111 _._. 1111 _.,__ ._._ 111_1. _1111_ 1111. 1111.. .. ._.__ ___ _1111 1111 I t I 1 { ! , J 1 {y 11_11. 111;1,. ff% I 1% I i I { t,_ _,. _.- _ _., _ - _t. _... _ µ_},.. -.4._ .. ._. .__ 1111_. _,__ _1111 _.. _ _.. _. 1 i ! i ( ' ff I , (( , i i . I -! 11(11. w..r., _.f_... . ....i. _.�..._ 1111_, .._ _1.111 ._,,. ...,�..._ .�._ f( ,... . __�.._ _.I_. _ .._ «., 11.11_. 1111._ 1111_._ _ .. i .. i «.._ .__, _.._. «... ! ! Y I ! i t i t t 1 { f , « _. _..., .., r _.A..» 1111 -_ ...s._. ..S- _ 1111 1111... 1111_.. 1111. ..._ .« ' ` t I 7 I I i i i ; t _... r _ _ ..._-. 1 , _ _ _ _ i ] _ _ _ _ _ _ _ _.. 1 1 i i ( � I I 1 i I I 1 } 1 i ( f # I 1 i f "r I i i i t ! r 1 \4 • _ •.. ___.� ... _ _. 1111 ... .......... ._.. .. _ , _ 1111 ..._ __,. _ _ _ . ..: .. . .. _. ,_ _ .. , ._, 1_111 ..._ 11.11.. 1111 1111 _, 11.11. 1111_1.111. 1111...__.1111 1111. ..r ,....... ........,. 1111..._ 1111...„ ._,._ ,.. .a.. f _ ...-t... 1111 .. ._._ 1111 ._,._ 11_11,._3»1111..._ 1111._ 11.11 ..._. _._. .._1111, 1_111 .._«„_..1._.,,,_.. 1111. _., .._ 1 i I S f 1 VVER COINI i t 1 , .,. „}1111 ..{_.. _ ..j..._._ •- I -_..__ _.,« 111_1 ..•,«. 11,11-. ,».. .._. aw I . { � 1 5 I I .� , s ~-r , _.!_ ._.�„_ ,�._ .�.� _�_ _�...__�._I 111___1. _�_..._._,...�._.�_,.._ _�. I I ! �1 I _.. _ _,,. ' ! _._ I ` ' ' I j 1 ` ; j I I I I , } 4 .!_ I i I { i f 1 ? I < 1 f } (� I I ! 1 f i - I i , I i , 1 1 , i i i 1 i I 1 ! i i { i i I ! iI 1 I f I ( 1 i ; 1 �w 11.� I { 1 _.._ _11.11 _.., _.. _., _,.. __ ._ . _. ___ __. _- - i ..3 _ ..... _.__ .._... _.,.. 1111_ .. 1111 1111. ... 1.111. ._,.. __b _. _ ._1111 _. ., .._, ._ 1111.. 1111. ....,.... .. .. , _. ..._ i ,. _... 1111 a. .. ! _. _ _ . _. _. ._ _.f........_ _._. _._.. ` 111_1. ... 1111. ___ ,,........ 1111., ._., 1111... _ 1111.. ! t I i # - _L_. _ ,,..� _. .._.,.....�...,..._.., 1111 11_ 1111,__1......._,. 1111- ._. .. I i j r I µ 1 i , 1 r+w� i � , , _, ,- _ _. ..__ ._ _. _._1_11.1.._ __�-_ - �_ ._'--_ ...f_ ._ ,� ,.;�... .v ._ '.,_ _.•_ _. 1111 _. . _ _, ,._ __.«_ .. .__} ( I f I T 1 _.., .. _ .� _i_ _.. i... _.{ _, __ i ,_...,.._.�.,,. _ i I t 1 I F . { I t I I t i ` i I I ! _._�. ,. _., 1111_ .......», i _, , ....»....�_...__..,.,... �...,y..._......,_• T" ..._-__k'_-_-. _ „_. ' »„ 1111.-. ,._ 1111 _.. I SEE SHEET �.,� R T" R [ N CONNECTION I 1 ` i i 1 z i 1 i :wc I i I I ! 1 i i i 1 i I -}^ 3 _... I 1 .__.._i .,.._. ._..,,....j._,.„_- ._..... ._ 1111#... ._�--. ...._�.,. .�.....'1._ - ---�...{..._.._,._.I«,_.,,_. 11 E 2 FOR WATER 1\ I,.,, I Y 1 ! I ; I j I i aw r' y i ( j i I j I i I i I i f i I S I I { I j +�ix , I I i I i ( ( t I _ _.I !.,_ I F I 1 ; 1 ( I t f I f { I i f y I � ; f i _., _,. _. ---... _,_. _. _. _. _.. _. _., m __.. _._ _ _ _ 1 < } i i � � x t _..�.. .{1111 1__111_ .,..Y... ..,..... _ 1111._ ...._..moi. ... "-'+-` 1111 _. _ _.. 1111 ..-�_-_ _1111 _.. _ -^I'._,..__. 1111.1111 .,._...,�,... _ ... 1_111 _ 1_11_1 ,_._..;,.,.,_._. 11_1_1. 1 1111._ { ..._.,•,. _._, f i __ 1111. ._ � E z ! i 1111.. ._,,,........ 1111_ .»._ _. ... .._. � ,. _ _ _1111 �. 1111 .. � I I i 2 II I I t I I ! ! r { �„' I" ! , I� .�_ ._. ...r,., .._,__ ... _. .T.�_, 111«1._ ««j_. _..3._._. .__....�_._. ..__.._;...,_._. 1_11_1 _.. _ _,.. I ' I I ( i ! 1 i ! i I ! I I I I I 1 i I I i i i 3 I 1 ( I ! 1 i I I j._ ! _t._ _... ( � _ I I I _. I { �. + �. _ ..} i I j j I i I ! 1 I i I f t i ( I I { { j I * I I } I i 1 . i _ �'��,y ► ! ___. __.� �_ _w _.. w. . - _. w. , _.._. _.,, 1 _ ___ _,_ { . _ , r , r 4 - �.#, . ;w w; m .� l „I .�,�..- �c //�.';.{jr _ p..._ __ w _ ( $ w w _ I 1 i { ! I .. i 1 i j { ! I I 1 ( I I I } s 1 j { 1 I I I I A .G"T{ � t I i i » - {. - I 1 ( "� ( { w `"'i "T -^ - 1 i f i I i i ' ( i 1 I I i 1 I i i f { ( i RI C3 4r't^ I i i I I It ! ply I I i i i I € i # ! 4 I i { I I I t i { j ( { ] ... 1111 .. 1111 _. ... . .. 1111. ._.. ! .,. . .,. _1111... _,.. 1 i i F 1111 __ ._.. .. .. i i ........... .. ..,. 1111 .. . ., 1111,«.. _.. __.. ..v. .. __ .__ _1111 _' 1111 -- I J._.,. _ _,.__. _ _ _ _ i I { t ! i , i .! o- ...M, ..f I.., _ ._.. ._ _ .. 1 1_11. _.,, .. _.-_ _ _1111_. _... __.{1111 ..,�_ __.._.__._1111 _ _ 1111. _,+__..___« ._I_...,..-_ ._ .___ 1111.. .___ 11_11-. .._. ,.___ ___ 11_1 _,_-_ _ ._ 1 i I ! I I ! ( 33 ! �j..J,__....«_..___1111 �-�,{!j ! �' ,_�i ._i".. _ ._. 1111 __ ._.. i , { � , i I I 4 t 1 _1111 _.,_ .._ _ 1111._ .�_ _. 1111 - _ _..j._ _�_ .. _a__,..� ._....._i._.._...._._ .,_ .__: _.._.a »1111. i i I I 1 P � �.�. ._:_ _1111_ _ _ __�.,_ __. _.�.. .�. _ ._ _ ..�.-. ..�_ _ _ ,..:__._. __ --i-- ,___!_..,_.__,.„_.__- __.__ _... _... _1111- 1111._ _n. _. _. _,._ I 1 I S 1 ! 1 ',' _L. ._ f ,. I 1 _{.. _t._.__. .11__11_ _. _ I _. �_�. - $TA ;17•+99. 2 S MN ; j ( i 1 ( i j ! I NV 7 t0.T I { j I I I { TOP aF �10 WATER iCONNE TIO LINE I _ j I �� 1 1 �1 i 1 -(- ' 1 I I S ; i { 1 { i i I i I .__.__i 3 i t I i �_ ! i ( 1 I �_ _ _ ._ _. _T.� _.. .. _.... _.._ . . _.__. .__. ..._ _, _ _.. _.. _. _ _ _., I. __ _ _ ___. _ _ __ __ __.__ _-__ __. _._ _ __ ___ __ I ! I i i i I f 1 { , I _�.. _�, _�_ 11,11 _ _�_. ,_ _.�,._ __ _. _.__ __ ___ __ __,_ _«._ _1.____ __.�__ __. __B ?. EN. SPH SFS_2_. ID__ _ __.. _ _ _ _.. 1 I i ? 1_ I i I I , � u ( ! { 1 i i _ "_ I ...,. __I .,'._ ....., .�„_ ...._. _.I..,, A .-^ '- ..._ ___... ___ 1111_. ____ .._._ ...__ ^^_ _`___ `«,_ 11_11 ___ ._ 1 s J 1 i i t I _} _ ! -t« _ _,,._._I _ _ _.r_ }� ;, __.-!._.___« _.__ ; ___ _._ __- _._ I I V. IN 78 .77, 1 1 ! ? i I I I ! i i I I ; 1 I 1 1 i E - �._ _ _ �__ -_. _ _ I - -y wr _i.- j _ r, -'.___ I 1 i I i i I I 1 ; 1 - _ I ! I I , j 1 ; L 797. 0 1 I I' I I » ; _. _. i i I { 1 I I 1 i ; i i _ _ 1 i - i _. _... _. _... _,., _.. _ _ _.. _ _«. __, _ 1 i { f : ..,., ., .. .. -, a. .. 1111 ».. 1111,w .,.., ,. .. .._ ... _.4_ 11„11{.._ ...-„ _11111111., _„« ,..11111 _. _- „ ...1111 1111 .. 1_111. .....,,. ._....I....,_...., 1111 .__1111. ..1111... ........ ..1111.. 1 f F I i V. C3t.i i 71wY .i571 ,. i 7 r � _ r � _1111, , _1111. _._ _ .. �,_ _...._.,,.._,.. 1111 ..._. _._. ._._ _.w. __11.11_ _... ,....... 111.1_. 1111.. .._.,. _1111 ._.. 1.11.1 .._._ _. . ._ ! i ( i f f � t I ± i I 1 ( 1 i "� "( ( 1 _1111 _,. . ... __._. _111.1.. «_•. __ _.�._ ...�.. _..�.._ - _,11.11- - -..i...v., _11.11 ...�.._......M.._111_1 __,.,_ 1_111.. ........_s`_.._......_. .._._ _,_.. _1111. 1 _.._ I }y j{{p �} _. 111_1. } F � 1 , � 7 � 1 i 1 I � , j f 1 I ( ( I i � 1 � I { �1.... = I ...� .._i.. _�_.. ,,.i.,.. .._.f...,....-1111._..1111_._ _11_11. ..1-.._....._.._q_.._.,...._...p_...,,.,...,.. 11_11_. _.....,..�I»_ � .._ 1111. .. .. ..1111.. '1111.. +-. ,.. I I I , I I t I I I 1 1 I i {{ 1 ! I I f I i i : ! 1 I 1._. �._ 1 I i 1.._. .«_. I �--j._._.._. I ( 1 ( : , i ` I ; I I i i I ' I I I 1 I I -._ 1 _... 1 1 I I 1 ., .__ 11 � 1 4( [ "� f1 i) +4 +)j 1 i 1 i 1 ! i 1 1 ! I 1 .. i f { 3 I I S i 1 I S I I } I I , I 1 I I I I i I I i I 1 i I I ; ! I I 1 f ' • .,.I 1111.1111-. ..«1111_ __11_11 ... -. 11 , 1111 1111.. , 1111_1111. I 1111 _.., __. ..,_ _.. i 4 1111__ ,.1111 1111.111_1.. ... _1111. : 1111. , 1111._.. -1111 .._._ ,, 1111.._.1111..111_1 ....._........, ,........ 111_1. ... .. .,.. ,., ..... 1111,_ .».1..1111. 1111 1111.. .,_ .._ _. . i .,,... + , ,. .,. - .,.....t...1111 .b. ........ 1111..! .,. ,. .. ,. { ,.y, ,,....{ _ - ... .._ __ . 1111.. __, 111_1. 1_111,. 1_111 1111... _-._.._.j_..___.. 1111..._ _._ 1_1.11 _1111.. ,. i ! i i Y i { � t ! .. .I ,..,I1111. «.... .-.-...1,._ ..._ ..,.r.,.. ..1111 �.}1111 ... _ 1111 111_1 1111._. ._ 1111._ _�., 1111... :... ! _ , , 1 1 I I( ( i .f, 1 1111 1111.. ._ .,,__ 1111. ..."'. ..._i 1111. ....._... ....�._ ....,.1_. ,.. .....,.._ ..�....»... 111{1.. ._�.,_ _._._.-1111-,1111_.,....,,«....,...... _.__., _1111_. _..11_11 - _.»__ ..1111.» ..__...,,.L..,�..,._ ..,...._. _.__ _1111 ....,.... •1111. _». i 1__111..! I I I t ! I I , t _, � ... -} - _ �;.___ ..� __, 11_11 i f { ! I I 1 , i r i ! I 1 j I i i 1 i I t 1 I j I I i ! i i 1111 ..I_ I { 1 I ..L.., - {.. I «..�._. I I _�._.. I I i 111_1 t. ._�.. ..' i. ._ ...�.._. ( ..•J•- I -111111.11._i I y--•__1111 I ......_._�_...1111,_f, _ _�..j_.>n. .,.....,I..._... _..,_.__.,..i........_,.._.,,..._.,._... ! I 1 I I ,__.._ ! { I f t i I i i 1 I 3 1 I I i _ I j 1 i I i I I 1 I ! I 1 I 1 I I i i i I I 1 { ! 1 I i 1 I I I I I f I 1 ... ., ., .. ...».., ,_, 1111... ._. _.,. ..._ 1_111, „. 111«1. .. _,_.,..,.. .._......_.._...,_.....,......,_... 1111.. 1_111... 1111... 1111.. 11111111... 1111. 796--j 11.. ..,.,.:�.....,. 11»11, 1111... ..__.3 ,..y.. t .,y ._,,.�.., ,....�.__ _.-I•,«,.._..... _1{111. `" ,..�.....,,,... ..:.•....,..{_..,.,.,,...... ..},...........�.............. _1111-...3...,......,..,._.,.. .«-., ..,,,..,. .,..»+••.:.•....,... ».,,.,�....,,.. 1 i ( i i ! { I . (([ �.. . ! I 2 ».I I I I t } i I I{ «.=t,r "I .. �M 1 .. �,..«# 1?.'•.° I-• �'} {_.. Jf. L. .I. _. i .. I _ t }� {.., ..• _ f.... ,L... I _� .- l.. I t I I i j I I I i j f ; I I i i { ! I 2 1 I ! { i j t i I I` I I I I I i { I f ; t ( ( I i S 1 f t ! I I I I 333i 1 I r I i I I_,..,.._w..,,.._.. 1 i.w,...,....�. I ...,.._,».I,...,,�...,,. ►? I i i 1 E i I I _ 1 I 1 } ! ! i' 3 , I q i ( 1 I -. ... .. ._- .. 1111 ..... .. _.___.. 1111 1111 ... .. ._ ,. ... .._._ _- .._ .. _ 1_111. _ .._ ... ,.` 1111 _. _. ._ _ .. _ 1111. 1111. . _1111_ _ _ _... ,_ _. _ _ _ _. __ ___ _ __ _..w __ LL 8 S B ( a N 1 _i _>._ _..._ __i.._ __ _ _.�_ __ __T �_ _n_ _ __ _ _{� M. _. w__ _ _ _ _ ��.___ _._ _. _1111 _._. _. TU T SOUTH , � • { SA 1 i , I I . j 4 i f I I ; . .-..1. i t I ,. ,�.,. ...a.._ _-1-1111.._ ,..i__ _ ... _..�} 1111 ,.1111_« «1111. .._. I 1»111 _. _ {.,..._.,..� «_._..._S-...111_1 _1111, t 1_111. 1_1_11 »1111.._ ' i I 1111. 1111«.. 111_1 1111..._ ._ „1111_.. ' t I I I I I 4 I I I I I I � ( I I ; I i , I 2 HOPE ICO NEOTIO P ► ! i I 1 ��_ �_ I- I {� _ �. w 1 ,- _�_ _ -I ,--- 11 I 1 ( I 1 i I i ( ! , I I I 1 I 1 Q i IRE , , 1 # I _.i I I _ I �_ I 1 ! ! ! , i t ' i I ' I 1 ! ( 1 I i ' i I i ' i I i I { I I 1 I I ! ( ' I 1 ' I I I _ -._ _.. _ __ _.. _ : i ; .. _ ._. 111__1. 1111,,_1111.. _ 1111..1111. ' 1111_!.. 1111._ 1111.1111 ., ( 1 _. .. 1111. ...1111... ..1111 ... 1_111.. .. .. .» Y. .. , _,_„. ,. _. ... - ...._. ._1111 ...'... ...__ ..,. .. _111" ... ». ,. ._.__ 1111 - _1111. 11_11... 1111. 4. _ _ _r ... •1111 1111,. 1111. _........ 1111._..!„,,,..,u. _1111. 1111 ,...._... .. I i 1 1 , • i • ,. _ ... ._ _.., _ .. -�. .....1111. 1111, 1111 1111 .. 1111 .�.., ,.. .. .._. I , w 't' I � �. 6 � _ .I -..i f -, r 11«11 ....I t { f ^r 1 •--s-.• i 4 1111.». -_. , .r.. 111.1 .. 1111 1111.{- 111{1,., ...�,p.. _1111...._.._1»1__111..- .._., ..,.......-••I•--_.,......_.I-1111_1111... .«.. 1111. 11.11 I 1111._ 1111 1111. III 1111.-_ I ._.._� ,_ � ._. _1111... F I 1 tI 1 I I 1 I 3 t I . 1 I f _... I..__. r,. �. i 9 Q" I - _.,__ t r._ _._ _ _. _ ----4-----_I __ ! �_ __ I I _. . 1 I i i ! ' I i { i I i i I 1 I I j I I I 1 I 1 I i j } ! ~ i I" ^-I' 1 ..,..� ....�.,. _.� I. ._I__......_.. _.� ._ ._. i ....�._...... 111_1.- -'+` ....__...L... _ 111:1 -.,.,i.,___,-I _^ I 44 1 ]1 �' ,_.. ._ 1111. ,._. '" -�__ .. .._ ._...._ .a,._ ..__ 1111. ..,_i..,.-._ ,,.y t`S f1�h/ 1 i i ' I j ! i i j 1 i I I { I 1 i I i 1 1 3 I 1 I 1 I I .I_. I I i 1 I 111.1 I f { ` ...V*t O.aO%i f I i , I t i i .. - _ 1111 _,. 111__1 ,.. .. .•_. ., .. _. ......1111. _.... _1111.... < I 1111 .. ... i � ' ' I ! i 1,� ��_�.,.-...- .,....,,. 1111 11_11.. 1111._, , w _ ., _ ... .. ........., .._. 1111. «1111. _... ._. ... _ _.__ 1111, _,r. «1111_ ___ _ .._ ___ __ - , 1 , _:_....,...- 1111 .._.l.. .._• _ « {, J «. i. _ _�_111____1«_.._ ..._ _ _,.__ _.__ _,._ ,_.. _._ _.«« __ _ __ __ ____. __ I I i 5 { r __.,_. _ __ _.. __.. _ _, ___ ___. _. _.. _ _,__ } _ __ �. ,._ _ ,. _,__ __�- _�._ L_ �_..._._ __. _ _.« _ T._ __..._ _. __.. -__ VEER 1 , I I I , I i , 1 �- _ _� I _ i _,._ _ ._ ._ ��__ �loom- w__ ____-_;__ --P S' __ ___ _ _____ _ _._ I _ _ i , i -.--;-- t_,._._ t{ jj LL I � • I � 1 i r f , i i i ' I , I ' I , i 'r I i( I I I ^I� j i .�._ I ...�,._ I i f .._,_ ..1.,. � .�_... ...+_... _,.._„ .,.�.,-, __ __ »__,...,�_,.,,.�_ _1111._ ..___ ! t E I I I i i I I I I ( i ti I i I i I i 3 1 i { ` ; ! �j t 1 ( , ! I j ` i I 1 i I 11 I I 1 1 t i I 1 I 1 t { ; 1 i i I _I_ i -I i _.1 _ I I I i i I i i i i I I S { i i i I 1 1 I I , 1111... ._ _........ ..__.. _1111.. � � .._ _1111. __1111 ___.. .,.,_ _._ _.._ 11_11 _..._ ,..« _1111_ ... ._. _ _ _ : 1111__._ ._.... __,_...._.._...__.,._..__....._.,,..__.____... .. _... t 1111 -1111 .._. 11.11.. ,._... _.,,. _1111,«. ... , ... , . _ - __ - ._ __._ ., _»._ __ ---`l,--`-,1, d.. .,t,1111. 1111. ,, _1111, J -.,I., ..... .._. 1111_. _.,. 1111. 1111.. 1111,_ __._. __. 1111... _.__ 1111._ 1 ( i IY � � , . 1111. 1111.- ,. ... 1.,-, �., t - �- 111.1 ..,y.. _(1111 11.11.._._ ...., _. _., «.1__ ... _1111. _»{1111 .._._. 1111..111_1.. ._�.._ ,..,�.,.,. _ ._s.,._.. ..i......._._ .. 1111.. _,. - - _ ,_,._ -1111«.. _.., _.. ._., _1111. ._.._. _., , y ..� ....i1111 .,,_„ _._... � _., _1111._ _1111_ ._ ....,,,•,1111_ 1111.,. ._ ...w.. _. -{ 1 t �,._w._.. ;____,_ m__. -� ,_.__._ .�.., �._. 11{11_ ._.�_.. j 1 i I I I i 1 i I i ; i � i � l I � � I � I .� .__ SEW�R 3 L �CJ.S-%«� �I� _.�_.. ._�. i .I._ _.�.. �r_ ._I_ ,.�.._ { _�.. I 1 .� -�-_ --�--.. ( � �.�._,.�. I I I I I I i i I $ PV S iN. 1 I , i i I I ; _. _. _. __ _. __ 1 I 6 __ .,,�_ _., -_. ._ __ _.,. I i 791 ---4-- __. _w .. _ , _. w. I I i ,..�._ 11;11... 111(1,. ..,.�... _ .,.„�.., ---.1111...t... _ t i �r _I - » - �L _., i I I ill ,_�.. ,..�., � �..�_ 1111,.. .� .»,.�_« �...�_._ ,..�., .....,�,rr.. ..r..,._. �,.. .,.,.;�,»,,. M.._. ..,...�,._1111. .,.,.,__,w......,....,� �_. _., ..�. ,_ .�.._ ! i 1 1 #,. __... I I 1 i i I , i q..._ , I 4 y ^i I w- i w. 1. I ! f I i I 1 1 1 ! I ; 1 { I I i ( I I i I 1 ; 1 I I I ! 1 1 I !i i i I i i i i i i I i i ( 1 i , i I i I I ! i s ? ; 1 { ! _.._ _ 4 , a _. .�... T,, i , «..� .. 1111 ..._.....1. ... _.. ._.,........,...I.. ,._ .. _ _ _ _ _ _ J... .i...... 1111.- ........ ..__ 1111... 1111.- .« 1111- , � t_ ..» � .. _,,, _ .. ._ .�., „�_ .., ,. _.r.,_ _,_.. _.t„, _..�.. _ _„ _ ,,. _,,_ ,.�.., _i__ _..i__ _ _ ,_. .__.,_ 1.1_11 „.._ _ ,.». ._,.._.�___._._' ,.._ __._._ ,_., _ __._ 11_11_ .,, _..._ T.. _.__ ..._ _. ___ __ __. __._ _.., i 1 I i i r y� L r p w_ _ i, 1,. __ _ _�.._..,._._;._. _ 1.- _ _ _._ _ _.__. i ___. _.__ __ _ ___ _,. _._ __ _ I ( I 1111 �,y,► rj�/ J ; i j I j I I i I i 1 1 I_ _ I { - _ .- I _._. L._ �. _.a I I 1 _ _ _I i- -I- {- } _ _ I ___. _.___ ___- ' I I + 1 1 1 L� V N. f i i j I I I i I I' I I i 1 I _ ( j I ».I 1 1 l 1 i { -J y 1111 `,..._.._....- 7-`__....«.. _ I I. 'f-_•_...,.,-I i ._._.�..,..._..._ ' 111 ! #i i s 1 i t i i i I I { 1 f I k i i _.. _. _... .., _,. .,_ ..«. _ 1111 _.,. .. ._ _ .1.1.11-.. ...1111__......,.. ..1111. _,.......1111._. 1111. ..._. .. .....f, 1111_ ._.. , ,. ... 1111 1111.. 1111. ..._..I-_ ,. ,. ,._ 1111_ 1111. 1111 11_11. 1111.. _._ _.. _... ,. .. f 1 I � ...:r 1111 111_1 ..y.. , r. 1111. 1111 .., ., .. ...i... «..._ _.r. �- _.__ «. .. _ _.E._ _ .. _,.. 1111. ._,_.s._.___ .._. ... _._.. 1111. _._._. _.._. 1.111 111.1.. _ t __ I I 1 I ! ! { i {. _.«_ _,.. _ _- . I.. _1111 __.., �.:_. .� �. _._ _. __ ___ _... _. __ __._ _. i _._. i I I ! .__. ,._ .,_... «1'111 _.,_ { 1 - _1111_ .. . __ __._._ _._, _ »_. I .._«._. , I 1 # ,,,,� i v t �.. _ L_ {_, �... �.t ;___.. (__._,__ _. 11__11_ __.! - k.,.___. __._. __ __!_-____ ._ _.__ i i 1 1 I ! I i E 77 ft 1 t1 I ! I i i I 1 i 11_11._-_» .__, t... __.. _. _ _.. ' I ; ! I i I I I i ' I f I ; 1 i 1 I I i 1 f i i I 1 1 I i i ' I 1 1 I �� ' 1 i -1_ 1 I i I I 1 I ( I i I I 1 `.i" _I. ....._ _� _ 1 . # i 1 , 1 l 11.11.. . _,_.__,.. .. __ i _ _ 111 ,1111. _..ii..._.__._ _... _ _ _ _ _. _ _.._ _.._ _.. _ __ _ 1 _1_111_.,...�,.. ._ 1111........l. .. i- i .. .. -v ._ 1111.1_111, - __1«111 __.¢_.. ......__...„}_..._._....�,.._.,,. _. 1_111.. 1111 __ __.._ __1111 111_1. .». _- 1111 1 I I I i ! i r - { - _ _ _w_, _ _ ._ __. _ _. �.___..�.. _�,_. .._ _ _1111 __., - _.. _,.._ ! I I I I I T 1 t ' t _ ,. w._ ___ _.. ._ __r_ __},_ j �__ +. _ _ __. 1 w� ___.l._ .�__ __ _.._1__,.„,_._ .__ I I I I i I ._{,. ! i 1111.. _....�.,..._._.« _.._a.,__.._.,... i i I I i I i f _ _. _ _._ _ _ __1_111.+..._,.,._j._.._...._ ._ _ .._ ..__ 1--t- . I I i I j i I I ` I i I i ! ( t , I e ! r i 1 I i f ? I " 4� I i .i + I .. ., . ««I., �,_ _j I f t f 11}11.""'. I ""9'... '" ..,._,�{ ..,......,.{w_1111 .. 4 ..............�._..._........ 1 I j I i I I I I I i I 1 i I 3 I i I i I !^ i i I I I I I ... I i I I I ( 1 1 I I t 1 i ! I t ; . 1 I ! i i i I i I I t i f I I i , I I i I • I .. .. 1111 _ 11_11 ._.... .. _ _.. _. _ .._ ._�. ._... .. ..� __._.. S k .. 1111 .. 1111._ ... 1111_�-.. .. .. .. - 1_111 ....,� _1111 .._._.. _ .._ ..__.. ..1_111. ,.._._ _.. .. _ _ 1111_ .,,_ 1111 .,, ,_«._ 1_111. ___ ._.. _ .. ...1111..... ,. .,. ., I... _1 111,.. .,. _ .. _ n i -{ ..�...,, .. 11 11. .__.. 11_1_1.. .,._. ,__ .1111. ......., ...11_11.. _,,...,. 11_11.. __._- .. .. _. .1 I. .}. _� .. . ... 1.111 _... _1111 - ,_ » _ _1111 1111_ ,�.-- .._ _-�_� - _1111.. _1;111. ,..{_1111_._. _ ,_+.,__ _... .._._ _._, _... 1_111_ __,._ _1111 111_1. 1111 � I I r I I , I i I I , }} r -r- 1111,_. .,{_ _11{11- I y i � I p P I I • I , I fi i t < ,.�._ 1111_._. ..,., ....L.. .....L._ _111_1. ._ ,_ _ ,_ , «f,_.. 1111.. _ _1111 ..,..,.,... ,..L_-. ,.�..... ..........,�__., 1111, ,.._ 1111... _1111._(.__....__.,,r111__1- _11.11 1111.,. ,., 1111,_ 1111.._ ,._.., 11.11 ..._......_a..,...._. 1_111_ ,_.._ 3 _1111. 1111 , 1 i ; I f I I I I , i I , , , I , f I f , +4., , I .._.. _..i,.. ,.. _. _.. ....._" _., _....... ._1.. ..�..,_. - "`i'- "t..... ,..._ .......,. 1__111_ ..__ .,._ _11_11,. ,.. t • ; I i I ! 3 I I , I : ! I 1 I I I 1 i I , I , I I �' / I i _.. t ..I_ ,.I. I ..{ _..,.., ,.�_, .,..�_.._......�.,..,....... .,t....,.. .....�._,..,_ .. _.., „_ �_ I _.._ -1111._ ._. _. - I ( � , , ( � � I i ! � � � I 1 � ! I I I �_� < i I -.�._ I _L_ _..�_ --�__ II �_. ..�_. I _.1_.. ...�.._ .,I_w ..� _.�... ..,..I_.._...�.1._. .�_.... ,_L-.__.__ ,.,�. _,�,_.__.,.� I I I I i i I ' I i I s 1 I ! i 1 } I I I i 1 ! 1 1 ( I i { I i I 1 i i { 1 ( I!!! �I # If I ! I i I I I i J � i I i I ! I I i I I i 1 I I 1 I 1 I i j i I 1 i f I ( 1 1 .. , _ 1111.. ,. .. w_.. ., ,.1111 .. _ 1111.» .. � .._.._ ..__. 1_111 _ _,_ 1111. .. ,,. 1111». ,._ , _.1..,, , ... 1111,. ..�i,w.......,.«,.` 111_1, .. i(` .. { I ------------1 _ . �. ,._ .. ,r....�.,.»...._ 1111- -_111}1.,. ..,,}.... 1,,.....1111... ..,p.- ....,}.. w.. ...•-..#�^�..»-,,,.... w �_._...,..... ., i 1 6 jv I .-,..I_. ,,...... .....i,.„ ~�..., _t.,.«..., _...1..,, - .I-.. i (w...,......•..-}•• ,•...I,.....'"`"'-'�'" jj{' 1111+-,.I,.. i ...�-..........,y,....,.�« ...t..,.,..... �^p• .....},.,,....r....�.�......,. ..._.. .,•..,rl..._...,._.._..,...•,+.+...»;....... ..........-I..�..,,,,.,.... �.•,....•i11.11 w.-. w 1111. 1111.. «. .. i I I i i i I I ..�.... t i I I .,,.5. { 1111.,. ,. .. I ..� i I i , i I~ ; i i I { 1 t tw !.•.. ....�....,. I I f ".'.. .......,, i ._..,,._f,,.. ._......_.,.....,... 1111,-.1.... ..._,.......... ,:.. ......~ ,..r_.. ......__1..,.........,...•.�._.....,''�...,...,._. ......,.........j,..:., ....._.,...,.t_........ .. ',:..w...w.,.�..,�„Y..: 1 i _....,j, i 0 I i I !T 1 I t} i 1 I I i 1 I {. I T,.„,.. I I i 1 - I I i �! s i S ... i i I I I # 11t 1 { i ! 1 i I i ! 1 I I iI, I t€ i I 1 �d I I i I I 1 1 I I ONJf I s 1 i .. i t _ 1111.. .....,.. ...... ........... ................ 1111.. 1111._._ 1111_..._......._,,.,........,.v.,......,._......,,.._ ..........1111.._ .,._. 1111.-. ,.,. _., .._ 1111_ 11__11 _..._ ... ...._.,.. .... «..._. .. 11111111.. ... ..._ ,._1111 1111.. „_.. .. ._. ..., .._ _, .. ..Y... _,•. ....._ _.,. _1111 �._. .._,.-_.._._r. 11_11 __... _.3._.._. _..___l.._.. L _. I E i i 1 I } { a i w I -r.. y... _}.. w._. _.. = _ �"s _ ._. __ _. _ - _._. ._ _. _ 1 1 1 i ( I f _ _ ___ ! _ _ v , t T - t II � i I ! i 1 I i t I L__ j_ _Ed ..�. _« _, _.. .(__- 1111._ l_ ' -�--- __. I 1 I , ; I , , I I I ! i ; I I , ; i I t , ; , { I , 1 I ' 1 1111.._ " _.'I`.. _1111.. _ .._i.... .. ..... .....Y.._. 11__11.{. _ ___, __. _1_111. ,......,..,.I .__ .___ ._M. • ! 1 I I 1 1 i i I ! i ; ! I I "" I 1 �� 1_ i I _ ._. __. ._ ._ _ .. .. ,fin , , 1 I i 1 IU I I ( 6✓ -j _ i t I i I I i ' i ... a I I I i I I 1 ` s i I i I I I 1 ! + I i { 1 f i " Ji I iM I 1 I i • f t ..,1111____1111.__1111.. _1111. _1111 ... ...__ _._. _1111.. v..._ ._.., 1111- .____._.i._. ..!.._. _ , i «_...1111..1111_1111..,..,..... .,.,..I....«........................... _..........,,.. .,...« .,... _1111 1111.- .. .,...... ._.,_. _ ,. .t... ___ .__ -_ _.. _. __ 1111 .._. __. .._. ._._. 1111 -__ _.- ._. _ , k ..... ......... _. _.� .,. ..... _.�...„ __a-. _ .-.A._ _.1111 _1111 ...I..... _...,. _ _ .. 1111.. .. - .. ... ._, ......... 111_1_. 1111- ,.. ... _ ..I....,.....,.,,.. „_. 11,11 «.__ i .. _. � i i 1 ..I� , I { i __� __ _ _ __. _., __ _.« .. -_ - - _,. - a- __ _._. _ _ 1111 _ _,. '4(} HORiz. 1 ( s I i # ! I 1 1 I i I r 1 1 i . i /{(��. /(��J ��{°�''� ._ 1' w .i I�. ti _"r_i_ �. r1_._._ i.,_ . ( _, _._. -�_._. I I I I }• _. ,. ��irlr ....i ..� iMs� _ ..' i 1111.'^ _.•I1111-- .,.j... ..I-1111__ i r. c ( i S I 1 i i j I i e ( ( 1 i I i I I ; I I I a ; 1 1 ! I } 1 1 [ I 1 i I `°" i I 1 4 NER I i ; f I .. _ i 1 i I i I I t� I 1 ; i I 1 i I I , _. _.,. 11_11 _ _._ _._ -- __. __M_. _ «, _ _ ,.. _. ,, z.. .,. ..� ._,_ _ _ _ ,. i. _.+_. _11.11 _.__. _.,_. .,s.. _, i.,.. _ _-y.... _ _.,_,._.._, 1111, .�...,_t._1111 __. _ ., .__ 1111, 1111,, .__ w__ 1111 �._ ___ .�. 1111_ 1111. _ ,. _ _ f ! i t I 1111__ I I t 1 1 - - _._. , ,_. _ ,. 1111__ I I 1 I t- I t # , '( F 'T I-- r __. ..__ 1111. _{... ,.__ __....,. 1111_ _., ___.i__ _..I.,.. .-t_... ,�. _,� ..s_. ,_ti._ _ _ .,_ 1111 _ .. 1111 1.111,. ___ _,_ •1111. 1111. _. ' _. _ 1111.. ._._.,.. __-l_____i _ _ I I F ( I I I I I 7 -r -} },.__._ �_ _.. ..._.. __ _.k - _ _ w_ .,__.~` _ _ _ _ - ___ _ _ I I ! i j i 1 i I i } 1 1 i j f i ( I ( I 1 1 ( I { i S _`� s v j rn ( t i ».I I _ ... i i ..i..... ...�r .._ ,.._..,, .i i _�. _.I.._ I f ! i i. 7 1111 ----^-^-i'-^ I _....._..,�._,_,., 1111 _�._,_,_...-1111 ..-1111.,_•---T---- 1111. 1111 ..,...._ I I i i i i ! I I ! i 1 I 1 i 1 _,,� I i_. I. { i f I t I I I i _. 1111._ _ 1 I I i i 1 1 ? i i I I i i i I � i t i I i � I I I , i I I I _1� i I f � � ( � ��._ 1 I � � i 1 ! 1 ( �� I ( -�.i-... . i � _1111__._ _,,,. _.. _. _1111 _ _. _., _ _. _ a,.,.„,„.[1111_ 1111 .t. ., ... _ __11,_. a .. ._ ,.... 111 1. 1111.. ._,.. _.I.,.. , ._.t_, .. 1111., 1111 .. ,,. .».�. 1111... _.. ._. 3 l «^i I • I I j4$ 1111,.. .._..1... ...-. 1111.. .- 111:1 , t t , , I~ t I k.. �. ._1111 1111.. ...,«., ...w... _... 1111__ .__. ... _. _;_.._... __11 .,I... ,.4_ _ _•__ •1111. _ 1111...- 1111_.. _.1111., 1111_ 111_1. ._. _. 1 I I_ I t i I 1 i 1 _a_,... - 1111,`. 7 I I { , 1 - { I t ! 111'1 __.., _ _ .. �}.... 111 1. _,. .._ ..i„- - - _.�... 1111, 1111 ....�..__.,.._ ......., .�._. 1111_» _._.,... __.....-,.i.___.........�....,._....__.._..._.. 1111_.. 1111._. 1111 1111_. 1111.. _ ._. 1 I _.. {.. _,. I I 1 _„ .._ _. I I = � 1 r I � { I I` "�" f I 1 ! � 1111. �- -_. .._..1,- _ -y'-w - -- -•+- ._�..._._._._I_..._..»' 1111. i 1111_ 1111. I 1111 1111... .r I ` _ i 3 I i - .,__...._. _.,__._� 1111 _._ i I t 1 l 1 ! I i ? 1 ! i jIt{ t i f I 1 { ( 1- i ( 1 # } 3 I ( i 1 l_ -C' i „_ .__" 1111 _ 1111. 1111 ,.......--d..,...,.._.__ ! I ! i i I i I 1 4 1 ( t t I i i i ' I I i jJ1 I i i ± I I I i ; i I I 4 I ... ' i ,..�.._ _�_ .�..» ._i._ 1 �� 1 I I I.. 111'1,_ �1" 1111 ._�... _.K.. .�..... '1_,......_.I _..j.... -..i. _..,- I i ! ' i i I i i i I i 1 I 1 I f I i ! t i i I ; ! ' 1 I 1 I 1 ` j i !I I , I I I !f I # Y 11 1 1 _u _ _. .,.,.... ,_.w.: 1111_. ..» ,,......�_......... 11«11 ! i I I 1 I i i "4781 " 1111,.1,.,,,_«._ _._I« ..__ -..-..4.-. « . . ... .,_..i.........,..,.....,4. _f. ...,.1-, . _•h, 1 , . ..,,.____._.....,.t_ 1111.,.-4....».�._ r»...,.p... ...,.-d.....,....».+ 1.111. I 1 I I I i i 1 i 1 d _Iw i ¢ 1 r I r I I µmw { { _ �k,., ^T_. I ..,r.«..,_ y i I-,. +�I. ._ - » 4 _1. P -,_. 1 . a } _ _ i M._ ! I I i 1 I 1 I 1 i I �.� j... H _ _ i I 1 I I f }} ' } i 1 i ! i i i 1 i i i I I } ' € F I I I t1 1 I I I I I 1 ! f I 1 i i _„~n� -.+-,-W„�.-...........1r I I I t S I I 3 , ,. I i ! ; } 1 1 I i i 1 I i I I I I i 1 f ' I i 1 ' 1 f I I I ( ' t , I t I i I I i 1 i 1 I I i I 1 I ' I 1 i ( ' „,.,.......,-�«....„„�._„, ..... ` I I I ! � 1 1 I j I i 1 I i I j I I I i 1T i i ( I , I I i l I 1 1 i ! I f I I I ' I I 3 ! I i I I i JJ I J i i i s { ? 1 i 1 I ; I f , I i t I i i 1 i ' i I I 1 - ( I { ! 1 i € 1 1 1 I I I i I ! I I I i I ( I I ( 1 I i 1 I ! i i i i I i I I + i i (t! t 1 i 1 I I i i 1 ) I I i 4 1 t i I i i 3 ( i i i 1 i 1 I ! I I i 1 i a 1 I I , i 1. I i I .._ _ 1111 1111. � ' i i ! s 1 1111._..- 1111..1111 ....._.. ...........<..1111.1111 -......._._......�1111. -....�.__, i � , � i 1111_...... ... ... ... _... . ... ._ 1111. .. .. _ _ _.. .__ ... _. _ .. _ .,__ _. « 1111 _.. ._ ..�. 1111 ,._. 1111 ._.« 1111 1111_. 1111 ..__ 1111. - _. _ .. .. , 1111 ,......._ 1111 1111... 1111.. 1111 .1 1111 _ .. .. .. ..{ 1111. _., ,__ , _i... _ "'1"- - - - - ...�.- .,_ 1111._. ..�.,. 1111,_ _1111 1111.. 1111- ..._.....�._•__.__.,1111 1111 .. ._ t ! I + I 1 , I ¢ .., _. ._._ .r_ 1111, __ _.. .__ _.__ 1111 _.. . _._ _ , . 1111.., 1;1,11 _. ..1_. ._. ,_. 1111. 1111 1111. ! r 7 -L- _ __ I i , r 1 t � t- � �- �- _ ..,I_. - - ._ __L._ -_. I ,. « ,�-� - 1111 _,.. _ ,_ 1111 1111..«!1111 ..__..__�..._..... 1111 1111_, 1111,. 1111_. -.�._... 1111._ 1111_._ 1111 1111 ,_ 1111., 1111 1111._ 1111.. _ _. t i I ! I # I ! d ._.. ._ .. -L... 1111 1111, ......, ..«... _..1111._ 1111. 11»11_ ._ :._ I I - __ , i L._ � � ! ; ) I , , I � I + ; . ( i I i ± ; I ! � - � ! , z l ! � ' � I �.... ..1.... -=-.I'_._ «.r_ _7._ 1111. ._.�_,_..,.,_..�..,.,..,.,._.. _..�..__.«..»,.;__.M_.:....�- -�-- - _'-�._..... __. ' 1111_. „_, 1111 1111• __. 1111_. , I .._ 1111 1111. ,0.1 CO i S N? i. d 1 00 I {y,) I i I tf) (0 j 1 �_I*"' ! 1 1 ,t tC! I 1 to r i 4l) i i w I 1 .� to 1 i i t" 1 ! 1 r- I �_. _ i { 4 I ,_. _.� -v � ._ ._. ..- -1. _�__ .. ._ _r. _ . . . ( I7 i tG> 3 I I I i �°' I i I i ! r'4 I O i 1 ! CV 1 1 lCa j r- I i i t7 I C'J I i; I 1 I = 0 { ! I C� I i I Cj d' f l3> i I i I � _ __. _.. 1111 _ __. _. 07 w _ » _ _ _. 1111 _ 1111 ktI 117, +' d w .�3.i. .,«1-- ,- _._.,t}. �`.,. 1_ : .. -�! - s I i I I t _.i.. ( -v 1111 1111 .. ,.... ,, t.._.1111 _ _. ...i... 1111 ...j_. _ '._ •1111... ..,i.„�3#' _1.. ..,<., _•_ __ 1111... 1111 .. z # r ! , , 1 _�,,. __.._ �_- �_. i.._ __.,... ._, ._ _.,._ _, 1111_.�} _._.,_'_..�__... _.. _ _. _..._,i..._....._._1. .. I dJ j fi t"0 i .- r _ _ 1_. , _ 1.,. _ _1_x1'. •11.1;1. ._•_._i...___i_._...»..,_._..._. ..__ ._.�.__._`,_._.__._l._.__.._I,..._.....«i__._. ._.._.__L_..___...._.____.._1._._.._____1111 1 I ! 1 i7C) j t9t5 1 3 1 tJ1 1 1 I Cy { F t� I 1 1 } (TJ 1 I I i Ct 1 I t� I i i C I r- I r- r.. i CV I �y ! r "�h { r 111 1. _ f____�$ fi ! _._ .--.--,-,L--.- I -.--, I _._ C i I ! C? i I I C7 C7 1 T I O I (J (N fi > _.,�1111__ 00 M i tJ13 �Cd t 3 i DC7 OC7 I (101 ; + ( tf0 a0 I pD QfJ 1 1 +X7 I 0) i { I M I I i ! tJb I I CD � I 1 0) 1 I i � 1 � i i 0 i 1 0 I 10 � 1 { ©.� k r� I rw I i 1 } r'w ! t # rZ I i r- ! I r I 1 r- i 1 I rl. I 1 I °� r- I I 1 r- i i I oD �, I oo �, aC) �, a ' i I op rn l ? i 00 rn 001 c I I a0 0) ' I ! 1 i , _ . .__....... ......... 1111 _ i f _.t 1111. .. _ .,._ __._ _.. _ f 1 1111.1111 ....1111 .- .., .. , a _.. ... __ 1111 ,. �. . , j 1111 .- _ 1111 - --I-. _....}_. , y.., ,.,.j....,. 1111 ._.....�_._...._ ... 1111 ,_. 1111 1111_ ......._ 1111. 1111_ 1111. ......f._...,..-._._~i...,._._,__..1111.._ 1111_. _ _ 1111 ! r1 1 I 1111. _._. 1111. _. _ 1111 _ 1111_ _. _ _ t # } i f ; I } j .I '+" I -i- _. .� »y.... .._.. ._{._ ,._ 1111_. ..,.t._.. �..�_. .n-_ ,.......f..,. ---- 1111__._..},._ .. _ _....... 1111. ... 1111 1111. ,. 1111 I .N_ .,.�. 1111 I 1111._4_,__....,_.. _...__--.k-.__.._.. 1 r* _ 1 { I { --�-,_ 1111,. .__� _.,.i~_..•...,__ 1111, 1111 -_i..- 1111..-..1..,.,.._... �,_. 1111., 1111. f.,.,_,._., rte` i 1 1 1 ( 1 TT 1 I ! I 1 � _� _ I- _.�.. _._ (`~ 1 1._ ._ 1 I _ 1 ..__._... - .1 j 1 ' i ? i � ` I 1 t I j 1 I � I 1 1 ( 1 1 1 + � I i ( I � { 1 i I � 3 _�'.._.._�_ I ! i i i _� `'�,.. �.._ _�-- r I i 1 1 � j s E I , I ..F_, .....j..__...._.,1 ._.�...__ I L...,_.... ._.�._.� '"�"' ..�......_. �.«r~._., _..._..,_.._._ I 1 . _. I 1 i i 1 I i I i I I I i ! s { i 1 I 1 f f i I ~i i 1 I I I f I I 1 ....k L,_---_,_11l__........ (.. . ..,_....... .,......_ . ,..« _1111.., 1111.,1111,.. _.. .4s}__..... __, _ ; L. ........ .....,.,_....... 1111 .._.w -_ _. _ . I ,.,...� 1111_ 1111... 1111,..« , 1111 1111,. a... 1111 ,. „. ..,» 1111,.. .�.,., ,t. ,_. 1111 _., .d ,....i. »._...,........,w... 1111. ,., ,_ ...5. ,.......1. __t..,_,._„I.....>< ...�,�.....,,,.,rA.._,_..,...»,_...__r,w,,......_.�.,.�_.._._t,..._._..,..,n. ,_.,.a..._ ... 1111. _�.....,.......µ,.�._.... 1111 1111 .. J .. I i i ._ _� n. 1111 w_ ,_w.m., .,w_ 1 w_�_ _ __ 1111. _ _._ 1111._�.,.w___ 1111._. __ .�1111__ _.�,._,.__. .._... h w ... , _ . ... _ 1111 _ _. . _ i i I I I ! 1 � ` ! J _ _,., .i_ .._ ._,a _�...I.._...4.._.,.. __....,,_ 1111. 1111_._,. 1111.�..,._..w.�... _ ._,� _ 1111_ _.,. �..... 1111,w,_, _ a,.w_,._,..w__.»,i _._ _. _ .�.�...a _ _ �._! I S .. 1111. , ,.. 1111_.. �.,_._�.,,�..,�..�,:.._._,._.,,.._r,..G...._,�..�,......�:._....,,.:.,w.,,..,.:.W.,._.„1111 � _.._i�._,...WI 17+00 18+00 19.+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 _M �� . . , . . % .r k,f .,. 0 ,,4 �' 0 �`SS/ •.qf V q�4 _(/ f, r, I -- w..• Uj '' Na. BY DATE DESCRIPTION TRACT 2271 -�-- THE LAKE: (PHASE: 2) (x �: lp, 41 � .on ''I 3376A ; x' X ,_6/ 0102 c 0 ' E:V�/E R LI �l d�', cllvt\;�' , ..I C N IU EI C TIO 1� I - j4lt� , :, '' -, i " E E R '.',: ! . I_ {'t Iia ,N t:. i`` -'"' CIT OF ATASCADE:Rt�, CA 40 0 20 40 80 160 t 1 I _._-( 4L----..w e----"-� - 1 .-- i 364 Pacific Street j le ( San Luis Obispo. CA 934011 } ( � � } (805) 544-7407 1 J N R. FALKENSTIEN R.C.E. 33760 EXP. 6-34-02 DATE I 1 inch .= 40 ft. i IGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: . KDW KDW JF 000209 40 14 OF 23 _ l l"'',,_11 �. 11.11....,., -1, '''l .. «_ ..,_. ,,.,.. . ,- ,. .,.,««• .,. _1.'.11 1_.,W«l1'l ,� ,, F --DRAINAGE SWALE (TYP.)EE SHEET 14 SEWER CONNECTION PLANS x STA 30+00 (STA 17+99.82 EAST ) EGi,d WEST SEWER caNNECTIa NE INV LL 799.44 IN AT SS 17.i.00 xx - DGE OF WATER (TYP.) SEE SHEET 13 SEWER CONNEC11ON PLANS 00 EDGE OF WATER (TYP. \ \ } may„„,,..•-w""`""- t 4 \ yy F I�• \ 62 ° + 121 \ x49 _c , FUTURE ROAD IMPROVEMENTS } PHASES 3-4 AVENIDA ' \ \ �/ FUTURE STORM DRAIN DEL SOL IMPROVEMENTS PHASES 3-4 + UTURE SEWER (PHASES 3-4) 63 .,..�w..••.... ,. . ,..''."rte"'' \ t.J \ .°.........«„"'.a"".d' xO9q't yY � M w w,.... •."'"' ^"'+< F.f , wr,.,,,w ..............w.....w.vw.,............«-. , . .. ^" \ \ \ + � s.,.1� `4��"` +.w`"".�w � .'w"w.+.•+wwun"^'i•.M'"w...•"'Ww.rw" 1 .'"�` ..+n. r'wr •'w+' w....' """' '~ e 40+00 Aw- ° �.... r �9._. .., ..._ ,... ,_ .... .... _. �w � w - �W ..� .... -- ,� -- -- -- -- ._ ._ _. �... ..... .�.. — '` ..��"` . ' � "�- �` " 33�45' � "" 4(7 7.116 vi w. w.. 23 TREE PROTECTION \ -- -- �-- -- .� .. X45" W ... _.- . .. (TYP.) \ �� 34+00 35+00 - " _"` ..._' --" 38+00 -µ,S p 8 . .��."f.."' � 31-AOO _ + 5506'39" E „36 f94' M +00 37+0 ,_,� ,,._..°......_...--.... S �,, ,... . 8 r 1/- 36 --- -- -- 8 ..... _. ..M. ... .._ _ f.,.. ..._ .,... _ $}' .,....r- ",, -w"`° -- . . ~,,M. '`��`" ., ;�' "' `:7 0,p0 +( 13. --_ ' A � STA 40+47.06 SSM _ .. �.. TA 33+51.67 SSMH TREE PROTECTION TA 37+13.61 H • ... '" " ._.. 4`d J.,, """"` ° ._,. ...,,.,. ..,_...,,,, ,,.••.,...,, 24 HDPE WATER INLET� S � x 120 NOTES E WE PON"" LINEU'6"o A "U00 6 N N E T I UA'"" 0 (INSTALL PVC SANITARY SEWER PER MANUFAt'.10RER'S SPECS. & CITY OF ATAS. STD. 702 & 703 SEE SHEET 12 FOR WATER LINE CONNECTION INSTALL SANITARY SEWER MANHOLE PER CIT OF ATASCADERO STD. 606 & 608 F7 XIS ING GROUNI EL VA ION --. ....... _ amam _ - -- - - - STA 7+1 .61 SSIAH . . _._..,.. R M E 05. F:M 806.30 STA 40+45.06 SSMH t `" - RIM 803.60 INV. 0T 90. 2 INV, UT 92 51 INV, IN = 794.56 INV. OUT 794.36 802 _. _ __... _ _ M _.. _. r« « STA 30+00 (STA 17+99,82 EAST LINE) SSMH RIM 805.20—,- µ_ T w_ w. _ _._ _ _ _ _ _ A E INV. IN = 788.77 INV. OUT 788.57 VERT. 1N� ©U D LE ATI N . F REM - 4" Hd A I LET PSP INV. _ 794.56 '/94 -*---INSTALL 8" STUB TO SOUTH mom~00M SAS^ WE 309 F.LZ— owmmumm $ mmomaw wwxww Qv_ iP VC AN SE mmmmwoww"a _ _ _..790 wow 0.5 % .OWA. _ .............. _T_ .OA TUU IX V 786.00 04 r�~ - ° te` {n `nan o ao© 00 (000 wrn f u) + w eco "n411•FW pW W K� '0 © ° 00 n p00 00 s , ai� CD a0 eco I— _T 1 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 '10pR0FES%I SCALE ��` ��FAc� � 1►'=40' HORIZ. 1 =4 VERT. R U0 N S A �'✓^ 2271 r�No.+~33760 N0, BY DATE DESCRIPTION TRAT '"""" THE LAKES (PHASE 2 Exp. 6 130/02c on Civil.. �. A S S 0 C II A T E S . EWER LINE CONNECTION PH 2 TO PH GRAPHIC SCALE `cAQE N 0 , N E E R C' LA N 2Y i,. iT. J jOF T1MAD 'iiV'tA Ty !' ;. 40 ' 4 20 40 80 160 aMr- SURVEYORS 384 Pacific Str"t j Son Luis Obispo, CA 93401 f � ( IN FEET ) (805) 544-740 OHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE 1. inch -- 40 ft. DESIGNED BY: DRAWNBY: CHECKED BY: JOB NUMBER SCALE: SHEET: KDW KDW JF 000209 40 15 OF 23 11S . 1'1 tea.. � x» PC j f / I! f { ✓ 'F!+ / f fll fI`r.., �� f,! ✓ r- . ` `, 1111,r.,.ep•. ,. I'll (, ��6 - e �•.,,ti.. '" /! /• j ,/f`!t i''f r'',/!�f ref f F f+ r'•'`I l,,r! .�'r �t`"``�„w 'f F f� l! / `"` 'off (' �'.�""+«,,, `" 11 :..,� •1111 +'+... `I'f `'"»,,, +"w,� „� / rir`f/ f !','�7 ,,if,1 j`f °,,,•J+C+t.•J• "'�.'!g,e., J r+ t 1'� •� y{l ,,,y' �»' (}..c n�,'r .»`y' - . - �""`" \ . �` 111 .ww ', ,. --I- /` ;' ,�� /FJ e + `ii' �� "/ %'�.; ,.! // .1�,• fF �; "`' (q ��. BOTTOM LAKE T �, �C "w„ .. �"r+, ""4. "�r„q .-'/` `'`•,: � ` J .i J•i+J �/' ;)1... .w.^^`a n"gro, \ r �a «"'�. 11r 4Y �`�y�,, f' / J { D 11 .. \'"�,, { < , 'I I.a�! .'j / ""�s D +LAS ",w. "•w .+eb .,r ,, }„+w \ Jt y r „a• 4 t'.,J'f! �r,� fj' r r ,(� '�*. ';P `�,: ..»,ry a "*--, y "� »k �1��",'w,.,, �� 'k.� i e M`1- ,, `�'�w:n, M w,�«""_,+w•,.„,e„' r•! r /I „�Y 1 Fp /,ff i!'i`. "•.r J/ / !fir r'" , g) ,�) 'o-»",«,� „y aw,.,,.,„„ 1'- `*• .,,� Y , M°"``w.,�`''M�, �� Qy " " "\a`.` ~ `q. r ''"i ! k Ji+ d•1'! /I I `.//' ((j' ^'M"`"„w^ t"p `W,� � "w *.,1 `.w, 11 -e'hAr,p, 1v ,'"` }' I t 1 f f !J 7 Y`.. `M't 1, L_ /�w'wu„u,u'r`^*w^.w......., '11 •''',» `,"w»., ""`.,,wp i f' /• /+ /r// r/r1l/,,,(i•,, j, # ,j` f •w''.` !.J IF .°�A ,w f�7( "'"».y'e`.""... r• w '""„. p J %` ., i` rw "v,, %.1 '1__11 gp „«� ! \1 f/✓/.'!+/ / //J`J J ° •N. ! r ``w• %� t_ 4 :" »� `.».'+. "``w,,� r'�,;a, ",h f , r /f,,". !,l °``, `'` r. "'` ,. o,Y, `"�wa.�w+'� "'°»"'�„u-•v y �� %` A TR PROTECTION / . ,, f: `` ` /i;, `, /' - f �. �.». ~. '.,� u�`%W 4 1 �41 m ti4 -4^ „+4r. f 1! 1 t+}f,/ '' +!/f/, � f •'"" y ! �.p �Q .« . "Nw , ``^h.y .� A ... \ f ! YP. �. ./�.r;r; ` !r, ,/�;,,. f •,w` / , 1• -,w`+' �"�'`.•. •. �`'�"'., " h' v,.. tiµ! j ` ^i•x. `"'�. e)4 e, + �`�*�,,_ .«1111,_; ti •";.,yr r F. tf (,I�' ,ly r" i '''� ✓ yr'y✓ e 4 / I- 11 - w:'^,,` { ` `� ;�� .,. \ ...� /„ 4`y. ..ms µ, ! ' F/I J / j ti'`,""•„ t �"e •C„ w � * �,` ,� 1111 '. ." '" f' •'""`t,, .»w.,�; y",°may ./! ,f fy/ 't. `+y��.. `'F , - „�,.�...,�..,wr, �``�. { ��"�y ��„» `.. k t.. ....� `��_ TOP OF OPE`---4.�..., EDGE 4F WA a_ a n �•y „, �+ / w,,.11.11 -,",w { » `+w +��{+ �'h H A J f i 45 / ! l Y.,,v a,. n ,4�„ J w �` •` �X 4.,rt_.r•.»/ t �. i• I \ ,' E 2 MITS /. x/,`� / �" �/` -- 'y" w. TE »••a,, .a. �. •"p,�'•• ~"1,,,�4 ''. '".g. �*"�+, - "q, � w 1 + ,`� .-- ✓I �• "1�,,..` f I` ..'"`•'°��""' ,..,r*"''' I �,+'` `"»«,,,ti,,. '`' '� ' a, w,,.,'4a,''`-- "�''�Zn tea.;.,,, "` -",,,,w,- „'7"'w«,. v� ", S ,:'�`""+. (�J '$. «,,. �."..,,,,� +w" ,/`' 'f _ �` '\.. \\ w``"-. f""� J}� "",,..�"'"�ti,u. I. r 3^: w % 'rr..,, **_1 \ `'`1111, "`�« Y »p1�-a. "�. ""`.''1 1,�h, `'�*,, t w.'w. ` " ''`'� .,+ ,S'"ww.» .w p�'y « "•,��, j' »,'.•u..,.m�..w.w,v.•^'".. ...i'•"..-�( ' 'h.}.--. "s �V`� ....r"`` ,7•�` .ti ! ~',». . , / �"w•";"°k.. 1i 'w. , ~ � � ,/ • �'.,.,,,.,,y�h oWa„�"`",,..„'�Y`n�� `'"4.. `•». ro ti...7 �,, ''� '"^ ,..+rv.' ''' P �....� 3+.,",`,.,..,� r ....,(„«,.f ._,yw .�,/' ;y:f "' aq,» �a„� C"d �»,� {s ``'k. ry. ,tom w'�' /,! )I•. 51/ ,y, l3 »� �, i •* F) � _ ' ,{'' '1"r...�s�„o-,�,,.,�,.-�f""'+f".Y _,.s1' � Y ! �"!_ J' �"„`+aa �"bp \ 11.11 �`�»",.,«_ '�., v,.,`�`�.4`g ,w, ,. �I 1111+'"ytlk''t r �y,, +,, , l f .. * \ f �f "'� If'j w ,. �1 � ' w" �'`we` "w '�.a� `w,-"w>.,,4,, "I f.. r •,. rt'V '� "•�,. '`sem, ,/j ,/ `� 1___• r/ f_ f ,,.r,"-,.» 11 `""" a,,," ^� � '""..1 '�.�."'""- 'w ac 1`1,, 1`"v, h....r'• ''°/ '11.11 ^+,v `it "`� ".�r,•'11.11 s,• •/ '` �,/ i Y / +� 'k•,,�a.a /'^�'..i11 11 .5 �" w may.. "`"' ,`w ��. rj , >' f t .✓"" 1p, �,� a 11-1_.1 �, a «- ». .»�».,.« �_, .1 '` V. , �` "., � "b, r�`,`/ �, ```� �° .,� -� t. ' �,S40 � EXISTING SANITARY EWER i,rj'� ;� 'v� .�" �� `� �� °�� ., M �, s Q r '--' FORCE NS i �. nil _�. .,. . . �� p ;, -1111 Y"°``., , ' /. /j,j.` `" I'll E� MAIN PER PHASE 1 LA T i�f� ,'"'""_` w +�r.. ` k a a". v't, °w FJ"/ e'� !�`'` ""`*,.1. �'`',.1.'^«1111,, (" J J/ f I f+'I!/'! *1'""' ,""%+ "t �f/>` { ti..'1 ,..`"�.`5"a"oy°,,,,'y`^�+a.,"''•,�„','v gw„u�,�'w y,\'1., '` �`', �, r; rr,�' ,f /r 0 / f' /r//J 'j:(�', r.+/`` {/' V "�("' "'.^+...„µy,,. n `•"""b".,w<w,.p '''�"'M" '�w"'=„e,,, / �1\ "11\11 �5 { 5.,.#.'�..,^,. *• a i. i' 1 ''� ..1111 (" ;f"/ f f` Fr}'t ,,I"}v.✓ ,{'^' .'4 i� ` "v,,; `wr, ' ," f dA . ",.w„�„„.�,3„� 'ti. �`" Y``'•n,,V`"4v�,w�`"4'+•L.`�,'•r.`w,� `,w„ " '`q, ^w."{•f ,=`rf'/.'i. /r..J j _ L,. �,7 "1 f `t , `r/'/ frf J" ,.°� /�I/, ,.,(�r /�^• w•w.,.,.. «w...w,,.,,,,,«w„., "`'n. '"»a. �w�""'".^...,+:....."..«.«+.w....,+. '/ `H ~+� ✓ '^•{+` `h., '`'"+�"�..,,'M,'•n.",4''�". ,�, 4,.,�, �! �/r",.''flr II,✓f/,Ff /,).x > � f} •1111 ` ti1 ,' '�'"�`",.'r. e'r+(//`'rr // '/ ! {,r/' / k } «.,.,.,.,,, ++„'a,� `�"",• /�»."""""""»-»,. v 1_% ,y,. "I I `u " _ •�'"w'".,",.,,,,�`'•,.. •``wy .,�''",»v`@ '^«`•.,k�'`•e,"'+'``",.,,,,,µ ,+:. / ,I I Jj /rj /r/f f r/r N w,lr(. "' 1111,. .J ,f //I /' l f J,r// F! , "+.•.,.,„w .,"'�.� `n`w";.� .,a�'_ fir' "\ '",. a � a� .�. `"11»»11 ' '".1111•„''`"'" " 1.». `«.;t ,1wv."n4 11„11 , t f,f/' /1111 j``' ,f' !%11 /,`// �+. {`+' f j///f ,/'/'l �:+"r// /,rrj / ! ""'•w`' �a f'�` •�,»„ ""`' w 1111, 5,,..� c. •�a5�,.3�a "".w,.•_1 �,', r f% ./f'f/ /^✓/'•/f, !/!/.��J., , ',� `" 4 ..,.,ti �[� "{ ,+`///•F t j,',,j '/l lf/fp,,F r/. / �,J,r ""w..,,,""'111„1 �'�'•"•e .^ ,� `' ,"•:. "`".,• + "`"`to " , "'o•,,. 1111, "`'''a�;-.Y `� /l ///r/,/ /! 'r,,� '""'"'°""°"°" `tw,•".,vs.. �. J "✓ /� r/r''/ / �' `"'.11»11 ,-w ./ •q,� \ p ..,; " . c ," N,_ . / , f ', r '`/ ``�//j';p �`� �U f p'' fI'✓ / ; MOW maw" womw ANN" mom** Noma TRACT BOUNDARY MUM WMUVa smw 3 37 ma" wak30 42 43 1 Ill, I f I II 4� f40 II I 44CIELO I 4I I S, ... .r---V[^�"" r U.--W G GRANDE----�. ::P, /_. 0 '4 W----. '- —... _ AGE -- .-. v0 pC ..,... 1 --� ,_ G . � - -_.. .�..__ pGE `,oG5- 26400 S-.r_. ---•1 --. _ �' -,___ ""` £G ` ---.,.. PGE----- ......._ .. W 7 S41 6 27+C10 W w .�,_ PGE__ PGE PGE PGE '"• ' �"''' cr ......, S S —..., W G G G S ---- . +00 W W --- W W W W �4+8 50 5_a 3 S S S 31+00 32+00 33. 00 34+00 S S S S S S S S S S S —. S / E r IIS y II ► •o GE 1 I 47 II I , �� I I I Q 54 o e s II � � s I II I52 3 I 4� � 48"ago MONO � .i. I II II I � II � WMW mow LO rn GRAPHIC SCALE 50 0 25 50 100 200 IIr- 70 1111111 row, IN FEET � 1 inch = 50 ft. LEGEND PUE R/W U-nLITY COMPANYAPPROVAL -1 YPICAL JOIN'T TN"ENCH.- DE-TAIS TRACT BOUNDARY 10 00 PROPERTY LINE RIGHT—OF--WAY DATE PACIFIC GAS & ELECTRIC COMPANY SIDEVALK cuRB BACK OF CURB L14 t t�-..G�44 $ GUTTER PACIFIC BELL DATE 24' SIDEWALK EASEMENT �" PED, 8�� W _____ RENCH LTHERN CALIFOR I GAS COMPANY DATE . WATER MAIN OR OVISANITARY SEWER $» S �� '� STORM DRAIN PRI e �� EXIST. WATER LINE ___ ___ __ ,._ _ y:� ___.. -` CHAR'r' COMMUNICATIONS DA E EXIST. SAN. SEWER __.. __ ., . EXIST. STORM DRAIN C'�.! EXIST. GAS __.. �; .___... _._ ATASC DERO MUTUAL WA R COMPANY DATE ° GAS MAIN " G GTYPICAL STREET X ---�-�- S.S. MANHOLE E _... .— .. . — a �'�" "� S.S. MANHOLE , : •.Z. •�: E TER DA �..,j, r., CHIS N _ C �- S.S. LATERAL S '�" � ' J��` # -. CU WATER SERVICE WATER VALVE FIRE HYDRANT '' EC ABY SERVILE V K FREE FILL REQUIRED E X. FIRE HYDRANT _. ____ ___ u._ �:� E = r '� TRACT 2271 -- THE LAKES PHASE CONDUITABOVE T FILL STREET LIGHT �----c> SIT LESSif ,��.�.,:� NO. BY DATE DESCRIPTION e DW G• �. :PGAS LATERAL PACIFIC NO SW REQU10 F CHER. IT COMPOSITE UTILITY PLAN ,. UTILITY TRENCH s ,P�,, ry ! •' .. CABLE 1 a A9 Ae$ m Rimy :, .«. .....-.•� � �. A S S O C P A Y IFS S up UTILITY SERVICE �' PG&E BOXOF ATASCADERO CA EXISTING PG&E BOX w �„ : �' No.0337 PG&E ELECTROLIER PAC BELL PEDESTAL fir` ="ExP''6/30� 2 ACCEPTED BY: 364 Pacific Street J N R. FALKENSTIEN R.C.E. 33760 EXP. 6-30•-02 DATE SSMH af° C10- ��!" San Luis Obispo, CA 93+61 DESIGNED BY DR SDMH lq i (805) 544 17 " i ; . - ESIGNED AWN 8Y: CHECKED BY: JOB NUMBER SCALE: SHEET: ..,.,..' OF CAI. CLEANOUT KDW KDW JAF 000377 40 1� OF 23 A O 14+00 13+00 -- 12+00 10" 8" 15+00 00 1Q+'fit?.. -- -- --- w` 11+00 5 _„ .... ... _ _ ... ,.. _, g 17+q0 r 10" LL t \ XOO\ 3 1 \ � �6 \ \ \ t �1 saw 4amm 1 � DEL. CSL ---� \ s S S Si " \ \ -- ' -_ �-- 5 W +AA W 2q+A 8 w_--- 021+ 8 22+ A w63 \ \ 1 - t�x 5 " 1$+QQ S 5 8 S 1O 5 8* GGv- \ \ PGE \`--- PGE,-,_,... '.,.."'..." PGE , NN 34+oo ._..-- .--- -- - . "per .�--- A \ -- .,.. S 35+055,A6 3s 3 4A m S 37+0 8*6 � ` t 67 '0` 6 IOWA A010ft b 65 64 i 11 � 1 1 i 1 � � 11 � t �� `--SSFM— ..- , 1 11 1 i LAGO PASEO25+00 26+Ab / 24+00 27+AA `rS 28+40 / - -5 ---w- -SS — - S M _ -SSFM-- --- -- 5. 0 ... ... SFM. 29+00 30+00 CM GRAPHIC SCALE 50 0 25 50 100 200 LEGEND i ILS PUE R/W ( IN FEET ) . PAU"IN"T T " TRACT BOUNDARY 1 0 1 1 inch -- 50 ft. PROPERTY LINE RIGHT--OF—WAY " i CURB SIDEVALK BACK OF CURB GO MINI, GUTTER 24x SIDEWALK EASEMENT — ..—.. .,.. PED. " WATER MAIN 8►0 W OR ENCH LOC, SANITARY SEWER 8 STORM DRAIN PRI BOX LOC, oe vp EXIST. WATER LINE — —8"-- — W - 410) WEXIST. SAN. SEWER —8 S ewe EXIST. STORM DRAIN ICUEXIST. GAS -- — G — — G — TYPICAL GAS MAIN —G , G .w �. EX. S.S. MANHOLE --�-- T` C n(i +� '°� • Rpt E SI pN C „�.. S.S. MANHOLE '� S.S. LATERAL s �F,� .. _._._....___..._......._........_._......_........_.. ....-_.............._._......_--.----.--......_._..___._......_._....._____._._....__._...._._..__-_......_-......._._...._._......._._._....___...._ AI � WATER SERVICE W WATER VALVE r' o No:G33760 NOTE, P FIRE HYDRANT — EXP..6/30` /02 S1/ CEp f� � EE �'I�..t» QUIRED p.:6 0/02 .�. ME �, EX. FIRE HYDRANT �. ABOVE MOT MICH C, R E V I S I O N S OR STREET �. LESS 1" � ° STREET LIGHT --° �'�.q DESCRIPTION TRACT 221 -- THE LAKES PHASE 2 F ,.L TELEp EF NE CONDUIT GAS LATERAL G d�CAS. No. eY DATE on j C �.E T. IUY UTILITY TRENCH P,r ,c�v.,_,,.�:�, COMPOSITE UTILITY PLA UTILITY SERVICE �- c f °� A S S 0 C n s � PG&E BOX ENGINEERS EXISTING PG&E BOX 0 ' ATASCADERO, CA t _ _ N E R S __.....,_.__...._.._ .. _-... _.._.._.__.. .--.__--.._.__...._...._._...___.___.. ,_.____..__.. ___.__....___.__.._-.._.__.......__..___.__._.__...._.___._...__.._. ___..____M_ _ _..�_ ____.__ _.__ _.__��._._ _ �_ .. _ -, _-...._.._...__.-._....___.........___...__...._ _ _._.---._-- PG&E ELECTROLIER � � suRVEYoRs PAC BELL PEDESTAL ACCEPTED BY: 1 DATE SSM H ® 364 Pacific Street San Luis Obispo, CA 93401 J N R. FALKENSTIEN R.C.E. 33760 EXP. 6--30-02 DATE SDMH (805) 544-7407' .� M1 "i';t.'j SIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CLEANOUT ''`.. , , KDW KDW JAF 000377 40 18 OF 23 ., . .. ..._ ., ".. ... . . m. ,.. .r -___-__--. 114. ..... a,. E-§-C- R _IONS REVISIUI iz� APPROVAL '. _ REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTtI r [3AfiE APPROVED COUNCIL RESOLUTION NO. 26-:3 w 3/16/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3Z1 0 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26•-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3/10/92 MINIMUM R/W: 5o' 1/2" R 6" 1-1/2" 1 f2" -EXPANSION JOINT FILLER 46' "" """� 1/2" RAD. 3/4" RAD. » (4) #4 CONTINUOUS .� � �"'•� (3) 1 f 2 ip SMOOTH DOWELS A �P ExP6N2QN JQINT _0.70 x G.F. RADIUS LOT NES PAVEMENT " » �... 2 MIN. TYPE 16» 3 5 3 � "B" A.C. (TYP,) 1 4- w WIDTH TO w ,. ASA L " 51 THIS POINT " STANDARD 1 3 "COMM !AL A T NCRE7E 10 I m 4 0 4-- O.C. A 16, MAX # EXPANSION MaN 5%- � < 6" cmj 1/2- EXPANSION JOINT MATERIAL JOINTS f� SipEN 36' 77AL MIN 12: MAX 2p DIKE' ' '. � A.C. TYPE "B" PAVEME'N r STRUCTURE � ,#4 � 18" O.G. 3" CLEAR 6" MIN. CLASS 11 BACKFILL. 'STRUCTURE' CLASS iku(j. BASE (TYP) �'° OACKEILC 11 ACG. BASE T E. A TYPE A.C. D� _,._�.SR_E.QTlY .y�Ew PAVEMENT WIDTH MEASURED TO THIS POINT � NO SCALE 44' 18" Nom STD. EXPANSION JOINT 1 2" R D. ¢ EXPANSION JOINTS Q_ SHALL BE PLACED 4, x 3" 6" 3 f 4" RAD, 1/4" AT ENDS OF ALL 16 96 � » — -- CURB RETURNS, AND VARIABLE 4' --- 12' 12' 4� 3 , EACH SIDE OF DRIVE— a � BIKE BIKE CV 3" 1/2" RAD. WAY DEPRESSIONS. 2" MIN. TYPE 6" / "B" A.G. {TYP.} 1 " 1 " 14" 4" THE INTERVALS 2" MIN. TYP "B" BETWEEN EXPANSION f 2 0 x 8 JOINTS SHALL VARY E S GREASED SMOOTH *' OF ALLOW JOINTS ADJACENT 3 R3 3 3 A.C. SURFACE SEE DWG. NO. 418 2% 2% DOWEL OR #4 REBAR W/SLEEVE ,., `; a ' `• , • • ' ; 4 EXISTING IMPROVE— °p 4� A.G. PAVING 2 ,. FOR DIKE DETAILS i AT ALL EXPANSION h STRUCTURE BCK1r It,L. ; ,. Ath JOINTS AND .-- 2Z2 CONSTRUCTION JOINTS, TYPE A ,1--� PROJECT SECTION 6" MIN. CLASS 11 AGG, BASE I�.' MIN. GLASS II (4� #4 EQUALLY SPACED 4 4� 4°-0" O.G. A�,;O, BASE (TYP) 'I` NOTE: AS AN ALTERNATE THE 3 CLEAR # CHOKER CAN BE ELIMINATED AND THE AGG, BASE CARRIED TYPE PE TO THE HINGE POINT, 1) TYPE "A" AND "c" CURB TO BE CLASS `B' P.C.C. SECTION A--A 2 DIKE TO BE TYPE `B' A.G. } 3 STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. SECTION CURING METHOD — NOTES: 2" A.C. OR GRAVEL WALKW,�., CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO 1. ALL CONCRETE SHALL BE CLASS 'B' P.C.C., MIXED AND PLACED IN ACCORDANCE * PAVING MAY BE REQUIRED BEYOND OND THE R f W LINE IF NECESSARY TO ON DESIGNATED STREETS �w.., THE PROVISIONS OF SECTION 90--7 OF THE STATE STANDARD SPECIFICATIONS. WITH THE APPLICABLE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS. CONTROL SILTING OF THE GUTTER g APPROVED BY THE E NGsNi.I-.R CURING COMPOUND SHALL BE WHITE PIGMENT TYPE, 2. ALL FLATWORK SHALL BE 8" THICK. (MAY MEANDER WITHIN 6' 1:0N ) P.C. CONCRETE MAY BE USED AS AN ALTERNATIVE PER DRAWING NO. 423 DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: R.A.c_. _ DRAWING NO. R.A.L. DRAWING NO. CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT R.A.L.. DRAWING NO. R.A.L.A. . DESIGNED BY: DESIGNED BY: ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO. S,J.S, S,J.S, DESIGNED BY: DESIGNED BY: DATE: TYPICAL SECTIONS DTE: S.J.S. 2 7 * -t 2 27 92 CURBS 41 a 27' 92 CROSS GUTTERS 421 D' TE: DRIVEWAY APPROACH FILE NAME: RURAL COLLECTOR FILE NAME: FELE NAME: F1 NAME: WITH AC DIKE 424 A T4CJ .IVVG AT418.DWG AT421.DWG AT424.DWG REVIS101,r" APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS �s i. DATE APPROVED COUNCIL RESOLUTION N0. 26-92 3715 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO, 26--92 3 10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-•-92 3/1 O 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 COVER LETTERED 2-1 NOTE: 1. PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED "MONUMENT" OR IN ACCORDANCE WITH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE. "SURVEY" . #. BURNISH ENTIRE: TOP SURFACE VARIES TYPE-5 REFLECTOR 2. ALL JOINTS BETWEEN PRECAST SECTIONS SHALL BE MORTARED. 1/8: PER STATE STANDARDS 1 1/40$ rr i',f i 1 f8 1 4" 3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. k PAVEMENT WIDTH HO 4. MANHOLE COVER SHALL HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER, ., NO SCALE �r�i� UI a zo fr i 8' 0.C. VARIES MANHOLE FRAME AND COVER — PINKERTON A — 640 13-3/`I'+ COMMERCIAL RED r�,. A �'� BRASS CAST IN SAND. ,� _ ,— " MAX. 2' MAX. LEAVE ROUGH. ` 2 1/4" 3 6 MlN, "� CONCRETE COLLAR — CLASS "A" P.C.C. 6 SACK -- 3000 P.S.I. NO. 4 REBAR ALL SIDES 3f4" DIA. '4 r ANCHOR OR A"'" PIN, TYP. " X Q (3) THREE ;t: ;, f N PLACES, r 1/ „ O OWOOD BEAM QAESICAD 6" MIN. A o 0 ERONI 4" 2 ADJUSTING RINGS AS REQ'D, NOTE; p'OST-- '�--SIGN AGN-*T �-' 1GN ®x,19 I i I it I °il'I�gI11�M°! 1, ENGINEER OR SURVEYOR SETTING THE MONUMENT SHALL PRECAST TAPERED CONE OR INDICATE EXACT POINT BY MARKING A CROSS ON THE GAP. FLAT COVER MANHOLE HE SHALL ALSO STAMP HIS LICENSE TYPE & NUMBER. REDUCING SECTION. 2, MONUMENT WELL TO BE BROOKS PRODUCTS No. 4TT OR 4" m EQUAL, "9� 8" BEVEL BACK EDGE OF POST 22 °� " " PROVIDE KEYED BASE FOR REFLECTOR � 00° 2"x8" RAIL ANCHORED PRECAST RISER SECTION. I POST3(TY )ILS AT EACH N 1/32-ERDEEPDEPRESSED -U S CURT AFTER BURNISHING.Clcclo , 6"x6"x7'-0" ROUGH D.F. � Z NthC.ALE NQS e O° POST (TYP) 4$" ' O LEVEL F 1. SIGN BLADES TO BE EXTRUDED ALUMINUM, ;;� p SET 1'—O" MIN. 7°, 1: w 4°� 7" PAVEMENT S A I1 6063--T6 ALLOY, DEGREASED AND ETCHED INSIDE R �� WITH GREEN SCOTCHLITE APPLIED TO BOTH 7' MIN. 0 m FLUSH WITHEIN O BE EOI MANHOLE. SURFACES. » ( 2 STD e • SIDEWALK INS TL, P• ia� ;, ". .f. r,:;.. �. :` r'':;: :f x' �yK'•.4, 2. POST—TO--SIGN BRAKET TO BE DIE—CAST, WHERE REQUIRED) GALV. '�, "� 4� ---- --- --W--. IRON . °..,,... :', : = _::•.;' ,_:'; 360 ALLOY WITH TWO ANGLED GUSSETS •��'�.,;;:,. �,.�.f�. 8„ '•` PIPE Q .. c ACH SIDE FOR STRENGTH, TO FIT 2-3V8" v CONCRETE O.D. GALV. PIPE 2"I.D, 51 SMALL PIPE INLET " ( } GN—TO—SIG < 1 O. I/4 Di • ;,f� 1« COLLAR BRACKET TO BE SIMILAR CONSTRUCTION " " 1. RAILS TO BE 2""x 8" CLEAR D.F. 4S AND f BRASS i0 � WITH 90' AND 45' SEPARATION.CAP 1/DRY PPIN 5 ACK POSTS TO BE 6 x 6 x 7—0 ROUGH D.F. 2. BUTT ALL RAIL JOINTS ON CENTER OF I `��!r�v�� `�. 3. CAPITAL LETTERS TO BE DIE—CUT SILVER CONCRETE `< POST. ONU SCOTCHLITE, SERIES B, - 3. ALL EXPOSED WOOD SHALL BE PAINTED 30" MINWHITE, 2 COATS. 8" 4, SCREWS FOR SECURING BRACKETS TO BE ZING 4. STANDARD W21 R REFLECTORS TO BE „ r PLATED HEX SOCKET HEAD SCREWS 1 f$ x1/2". " FLOW LINE — MATCH FLOOR TO 2 GALVANIZEDCAE LOCATED AS SHOWN. 2 O.C. EACH WAY IRON PIPE FILLED 5. PAINT PER STATE STANDARD SPECIFICATIONS, FLOW LINE OF LARGE INLET PIPE WITH CONCRETE SECTION 91-3 ..9 POURED—IN—PLACE CLASS "A" CONCRETE BASE. I NO SCALE DRAWN BY: � CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: R,A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L., DRAWING NO, R.A.L. CITY OF ATASCADERO DESIGNED BY: - D I NED BY: DESIGNED BY: ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: S.J.S. S.J.S. SDAT .J.S. S.J.S. 2 ?' 92 S°�",�rjDARD STREET MONUMENT 42' 2/27 92 STANDARD STREET SIGN `x-27 2 2�' 92 WOOD BEAM BARRICADE 428 2 27' 92 501 F1L_ NAME. 1 M : FILE NAME: FILE NAME: STORM DRAIN MAPJHOL»E AT426.DWG AT427,DWG wj, lgiAT428,D WG AT50l.DWG N©. BY DATE TRACT2271 -�- THE LADES' (PHASE 2 DESCRIPTION .. aimon. ASSOCIATES CONSTRUCTION' DETAILS , 4 .t 0 t ENGINEERS /� ~. ISO..�3�76Q P L A N N E R S qly ,�OF A ASC! D E E R, 1..,+A Exp,630/02 S U R VE Y O R S Vz �. 364 Pacific Street rr' Z,, jj +vIViL +�' San Luis Obispo, CA 93401 "OF.�A�`Fp� (805) 544-7407 JO FAL,KENSTIEN R.C.E. 33760 EXP. 6--30�-t2 DAT DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: KDW KDW JRF 00209 1" = 40' 19 OF 23 REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS ESCRIPTIONS D�' IrATE APPROVED COUNCIL RESOLUTION NO. 26-9 3/16T9 2 REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION N0. 26--92 3 10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION N0, 26--92 3 10 92 D v_ DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 � .,... NOTE: REINFORCING STEEL SHALL BE #4 BARS A7 18" O.C. NOTE: aIMTH NEW SEWER INSTALLATIONS: 1 12 1/2-1 „ PLACED 1-'1/2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE 1--1 2 BATTEf: NOTED, BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH PRECAST REINFORCED MANHOLE BASES AND A MINIMUM SLOPE OF 4:1"FROM ALL DIRECTIONS TOWARDS PROPERTY LINE 14" I �2 WITH EXISTING SEWER: OUTLET PIPE.. USE CLASS A P.C.C. FACE ANGLE TO EXTEND GUTTER LIP POURED IN PLACE CLASS "A" CONCRETE BACK OF CURB MANHOLE BASE PER S.L.O. CO. STANDARDS T SAfar : :LOPE FULL WIDTH OF BOX.. GUTTER FLOW LINE � DRAWING NO, 5-3 6" CURB AS GriITER WATERPROOF NEIGH ,• STOPPER & S �� 1/8 BEND (45') BACK of SIDEWALK SEAL yF t » 4" MIN DIA. VARI A A 7pp .:. 1 4 2"�" 3" MIN `� ::::n° SHELF MANHOLE FRAME AND COVER TO CONFORM ,• I" M A A 4" MIN. DIA. -.. SHELF WITH STANDARD DETAIL No. 608 1/2 0 x 6 " To DRAIN LUES D' ANCHORS "' °:' SEWER LATERAL -SIDEWALK-- I"12 // SLOPE SHE . STEEL REBAR 6" } 2' 11-3/8 WYE SEWER ST END B NOTE: NO LATERALS ARE TO BE MAIN VARIES .. LATERAL CONNECTED TO CLEANOUTS. ,PLAN PLAN VIEW 1 3" MIN •Y '~ SEWER MAIN PLAN 80 j -- A CITY ENCROACHMENT PERMIT AND PROPERTY LINE --�- .. -- INSPECTION ARE REQUIRED FOR SEWER �"' �"'s'• ::' --'••�•--•-- A.C. PAVEMENT SERVICE AND INSTALLATION. ` 6" t '!`� `''i•,��•• t CONCRETE COLLAR t 2-8- t CURB SCORING LINE _ 3 - PAVEMENT �$ .� co _ - 3" OR 6" RISER RING (9" MAXIMUM) ECTIC�N....-.A—A PLAN CONCRETE COLLAR- _�,.�-• BASE MATERIAL 24" PRECAST CONCRETE ((SHALLTLLYPICAL) 2" 7" Ica o _ PRECAST TYPE MANHOLE WALLS TO H t 1/4 } REMOVABLE CAP---�""�~ M FOR GSTANDARD INFORCED 8'-0" OR LESS t7 g» OR PLUG CONCRETE PIPE. �, �„ ( �(�' ()„ B 1/4” RADIUS 1/4" RADIUS SAME SIZE AS MAIN �_.�� >< 2-1 2 x 1 4 � LINE (6" MIN.) ° MANHOLES SHALL BE WATERTIGHT H�I `.HT TA_ ANGLE TO 2» L2-1/2- / " / " CURB & GUTTER t MATCH » » t2" ,` SEALANT APPROVED BY THE TYP. CURB .FACE 1 2 � 18 O.C. NOTE: " MIN. LATERAL SIZE: c� �� JOINTS TO BE SET IN A WATERTIGHT 5--1/2" / LATERAL SHALL BE CAST IRON PIPE 4 DIA.; MIN. SLOPE CITY ENGINEER. OR PVC PIPE ENCASED IN CONCRETE 1/4- PER FOOT WHEN THE COVER IS LESS THAN 36" PLACE 1/2"x36" -ANGLE ANCHQR OVER THE TOP OF PIPE. OTHERWISE, STEEL REBAR MITERED BENDS (1/8) ° LEAVE OUT PIPE IN CHANNEL C PIPE n LATERAL SHALL BE SDR 35 PVC. AT END OF 6";. 48" 6" BASEL BE PRECUT BEFORE PLACING 1, NOTE: FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF A.C. BERM IN LATERAL BE DIPPED OR w PER STATE STD. PLAN D77-B RURAL AREAS SANITARY SEWER LINE PAINTED IN DETA�i B ONLY WYE PRECAST REINFORCED MANHOLE BASES COMMERCIAL QUALITY WITH INFLOW AND OUTFLOW COUPLINGS ASPHALTUM PAINT. " » DROP SLOPE 2" LONG. CURB �1/8 BEND (45') SECTION » ANDTSLOPE ELEVAIN AT TIONS INVERT, ANGLE, DETAIL "B"'"�"`� 1,13 1/2 x 1/2" 3 I� INSTALL ►:. WATERTIGHT SEAL NOTE: WELL TO BE No. 4TT VALVE o BROKEN OR CHIPPED RINGS AND CONES +� • ' MAIN IF NOT CONNECTED BOX WITH CAST IRON FACE .i• `' SHALL NOT BE USED EXCEPT BY APPROVAL n 1/2» u x: i y SEWER NOTES' TO BUILDING SEWER. AND COVER (BROOKS PROD-- �' OF THE ENGINEER. ,)k USE WITH 1. "S" SHALL BE MARKED ON CURB OVER LATERAL. DUCTS INC. OR APPROVED c� -i" WIDE GRATE .',� •• •'+: ,, » 2. THE "S" SHALL BE STAMPED INTO NEW CONCRETE EQUAL) CAPACITY SHALL � BE ADEQUATE FOR STATE ` 2---2 (2= - 1 �-11 5/8 ) AND SHALL BE CHISELED INTO EXISTING CONCRETE. $" MIN.'., , , ' EXPANSION 3' MIN. „ " » » .... H2O--S16 TRAFFIC LOADING. ' RUBBER WATER STOP WITH STAINLESS n 21-00'U » ,�,n z JOINT 3. THE S SHALLEBE NOT LESS THAN 3 HIGH, 2 WIDE �1I ON �f ?,.. STEEL BAND ATTACHED TO ALL „ :.4 x3 x1/2 n. •, INC. TRANSITION 1? AND 3/16 DE I� 60" MIN. FITTINGS TO INSURE WATER TIGHTNESS. -- u NOTE: PIPES THAT ARE UNABLE 'Cts ATTAIN 3" MIN. 4. MAINTAIN MINIMUM 5 HORIZONTAL SEPARATION FROM r 3' : ' to CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE WATER SERVICE. ON A--A - A DESIGN APPROVED BY THE CITY ENGINEER. 5. INSTALL MAGNETIC TAPE AT A DEPTH of 24"-32 THEN � UP TO SURFACE. DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN SY- CI TY OF ATASCADERO DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R•A•L• ENGINEERING DEPARTMENT DRAWING NO. R A.L• ENGINEERING DEPARTMENT DRAWN BY: CITY OF ATASCADERO DESIGNED BY: DESIGNED BY: Gi SIGNED BY: - V.S. ENGINEERING DEPARTMENT DRAWING NO. S,J-S. S.J.S. DATE: TYPICAL ECCENTRIC — CONE606 DS.ATEV.S.DESIGNED BY: 002 27 92 SEWER CLEANOUT 02 27 92 T CONCRETE MANHOLE IO2/27/92 STORM DRAIN INLET X02 D TE: LOCATION �� AITfi0NAME: DWG FILE DWG PRECAST BILE NAME: 2 27Z92 SEWER LATERAL. LOC AT502•DWC FILE NAME: AT603.DWG REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS 21PTtC�NS I~x� I .ATE APPROVED COUNCIL RESOLUTION R ALS 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26•-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3/10/92 DE.SC, ._. NOTE: * 6" BEHIND 4' ATTACHED SIDEWALK IN MINIMUM COVER-BOTH CASES RESIDENTIAL ZONES OR AS OTHERWISE SEWER MAINS 48"MIN. APPROVED BY THE CITY ENGINEER. WATER 36" 12" COMMERCIAL ZONES TELE., POWER 24" GAS 30" \ CUT EXISTING ROADWAY TO PROVIDE VERTICAL STORMDRAIN 48 MIN. -- SKID RESISTANT SURFACES AND SQUARE CORNERS. CUT EDGES WILL BE STRAIGHT AND NEAT IN APPEARANCE. POWER STREET LIGHT OR j, ✓.�.._�,.�_ -�.w':�` PROVIDE MIN 12" BENCH TELEPHONE P.G.G. CURB FINAL INTO UNDISTURBED AND GUTTER MINIMUM 2 INCHES ROAD BED (BOTH SIDES GRADE 1 ASPHALT OTHERWISE ) NORTH OR WEST SOUTH OR EAST 5' i`' �� • 2 MATCH EXISTING. --. * HALF OF R/W HALF OF R/W Or\ ° O "t o. O o O "� o.. O r1 °-'O O rl ° O "i ° O r� o-. O "% o. NIP— O / c O / o p / o p / o O / o O / ° O o O / ° O / �� r Q r Q O r w O r �, p r Q O O r (� r Q O r o C r R r 4 f 1, ► 01 O r O-, O . O r , O s O r .- O r O O r O r N BLIND ------� '; w:? SANITARY i T 3' MIN. 3' MIN. N SEALED B 1 i SEWER i 1 95% RELATIVE COMPACTION rp PICK HOLE j I` fl) Do caMIN. 6 CLASS 2 �r24" AGGREGATE BASEjOWER, PHONE, AND T.V. CABLE WATER GIs SEE DETAIL "A" SEE NOTE BELOW -SELECT BACKFILL FREE / ~'� BELOW CONCERNING TRENCH INSTALL'�� FROM DEBRIS AND IN EASEMENTS. IER MAGNETIC pELETERI0U5 MATERIAL.R STORMDRAIN SE , -.....,.__,.__..._.....- ,• TRACER CASE I ".• COMPACTED SAND (P.C.0 CURB AND GUTTER) 90% RELATIVE COMPACTION OR APPROVED NOTE: SECONDARY POWER CABLE T.V. GRANULAR MATERIAL. STREET CROSSINGS BY UTILITIES REQUIRE A MINIMUM OF 30" COVER AND TO BE AT RIGHT ANGLES FACES T�) TELEPHON , ALL CONTACT SUR WHEREVER POSSIBLE. BE MACHINED 26-1/4" * RESIDENTIAL ZONES PRIMARY POWER » •.;•i:,r,•:°i:.". ;I:o.•;'�:w.•R'"'•� .�.•„ DETAIL "A" 2`•13/32" 6 /•� 1 i•� r 1 /•� •1/•• a /•�'�i•1i'�.'�li• ..,,1•I,i • .• ,• N i., N i♦ .•""• .' s,r i,!•, +� e.•i w` NTS • 25--11/32" I _° . 6" MIN `'�• " a ., ,1:, 6 MIN I 1/32„ 8 MAX •� :;,'; 8 MAX Vit,: ��,' O,•,1.«. BELOW FL T T r..., _ .•••Y•, , +, ,,`, ,.ti.,.. B HALF OF /W ,.__ 10.- TAPER :;•- - . ,.s ...., NORTH OR /WES SOUTH OR A ----- ,.. ..,.. ..r.,•..r.. HAL OF } E A CITY ENCROACHMENT PERMIT AND » » » I... 24" INSPECTION ARE REQUIRED FOR Y "X" "X" Y" 31-••1/2" GREATEST O.D. DIMENSION TRENCHING IN PUBLIC OR COLONY MAX.{ t�.) MAX. I.POWER, PHONE, AT PIPE JOINTS RIGHT-OF-WAYS. T AND T.V. CABLE SOUTHBAY FOUNDRY 1900 SEE DETAIL "A" OR APPROVED EQUAL ABOVE NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH Y...._._w.._....,w..,... _.._.v�....w__.... _,..._.._�...._ ....... WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT STREET WIDTH I "X" "Y" MAX; STORDRAIN SE R OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE, = ��----�-- NOTE: CAPACITY SHALL BE ADEQUATE FOR 20' & 26' ` �4, 3' .^-�- CASE II STATE H2O-••516 TRAFFIC LOADING 32' _. 4' 4' �.._..___ _.._.L ..�.��_...._...w. �..�.Wa (WITH OR WITHOUT A.C. DIKE) DRAWN BY: - DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO CITY OF ATASCADERO DRAWING NO. V.S. ENGINEERING DEPARTMENT DRAWING NO. C.A.C. ENGINEERING DEPARTMENT DRAWING NO. C.A.C. ENGINEERING DEPARTMENT DESIGNED BY: DESIGNED BY: V.S. DESIGNED B S.J. DATE: BACKFILL REQUIREMENTS FOR '702 D2TE 0 TE: 0 02/27Z92 2 27' 92 LOCATION OF UTILITIES 7 0 27 92 "")EWER MANHOLE COVER FILE NAME: WATER OR SEWER LINES FILE NAME: ILE NAME: AT702.DWG AT703.DWG AT608.DWG w: k^ R E v I s I o N S TRACT 2271 •'•'-- THE LAKES (PHASE 2 "�--w•,~, NO. BY DATE DESCRIPTION 000 ROI=ES�� ``° �•FALs r � A S S 0 C I A T `� S amon CONSTRUCTIOIN DETAILS ENGINEERS CIT ' OF ATASCADERO, CA a No.033760 P L A N N E R S Exp.,6/30/02 * SURVEYOR S w 14-lel 364 Pacific Street OF CA,-��0� San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DTE (t305) 544-7407 D SIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: KDW KDW JRF 00209 1" w 40' 20 of 23 � . w ... ok I APPt 1C a 17LINOil JI F7S �HYPRAr f _ 2!t'a" 4 ?4 Ou$2,w0 fL'0) TAPE ccJA r G J OR EQUAL RtOEN)JAL f t CLOW 95O 1 COLD APPLK"p CCA77NG r+ IH ,?'T "1•-� A ,, L'OAtaERCtat 2 t i CLOW 460 FIN TAPE FORM Ci > P.LQ~ L > 3.r.G.C. AWWA S rO. C209 i. .i FIRE Dt Pr 0P77UN t T ;CLOW 5615 7772_ �» ORY E?ARREL? 2 ! ;ArIJdLLIIJwCLiVltJfriON A-423 u�xw. ) t1 S10E WALK i .,�.,,».. ......,._._" ., (SEE Na TE,/tisVARIES \ # tr ' saYD iAPt COAT CT OR EQUAL COLD APPLIED COATING T R WIRE NN TIDETAILr. IN WE •OM AWVa �z Lp � ?r; �� . i _.._.. 1 SGttLrLN,7,S, Oft Y _ SOLID Lio tirFAClr CM Y —' ............ ........., ,..,,., LvE �.J.R ,a l,'K 1 1 .y r! � � u 4, �} Q :'y1... .�.,.� i TRACER WIRE ONN CTI N D A! P.4 IEI.tE,vr - - -'� � c U_ - - - -� ti J _.f Jbr�MR. I CV r _ A 6"P.C.C. CGL L z-- 40, i UQ LIS: ° - a1?le. 1. 3fi"CLEAfIANG�"A17lkINp f7RE HYDKAN7 BONAtEr MUST K LEVEL. MLA S P.C.r, 6 SACK. ,. P;,r ,5 `"--` j �i M i. 5tlt7aa r,. 14 rA, C()A TEj, r- w �" i4 4" I J, WJ�eree NO CURB OR SIDEWALK U157, FIRt:H)DRANT SHALL BE TFACER VARE, S;_ ----------�• =�7, �} i ' F rH OF PAVEMENT, w- t r { J MON. LOCA TED JO' RGM t:EDGE - R PR 7kr i ...t r 1 S'A. A v tt wl i� ..a.,�,• s' F L� r .C �- � V � r'•f 8"r � MU4. �l�._.....�.,,�1�•+.,,,�"�'`l; �f � COV -UNtJ151UK.CTFC?EARTH J, rYP< AND LOCATION TO fat:APPROVBO BY A.M.WC AND ATASCADERt3 ; ✓ AfLiE`LLER O L"•'. " i nRC DEPARTMENT B" 4, ALL FIRE HYDRANTS 10 BE VXT BARREL, UNLESS OTHCkAfSE APPROWD - d BY A.M.WL". • 5, DRAIN ROCK N9LL E16 PLAG'fp 1�W'TH A.M.SY.C. APPROVED liRY BARREL HYpRANTS. +"j 1 •. {� 2 112"OUTLETS SHALL 6c NAI7ONAL STANDARD HOSE' THREAD. Tn'ENCM Eyl�- �'A � �Y:','.,,;' � " - f f12 QUTL£1S SHALL FE NAri(7NAL STANOArrO SER THRCAP. \ `y 8 r� A. :r ?' W ALL DRY gAfiREL NYY)RANTS SMALL HAVE 3 114" VALt ' J f CORP. 5R7P: MUELLER H-1(7046. i-1"�':r ".•r.--.. !. Cr-':-: Vnl•rL ^q>'- ( GPI NTNGANp ► 1/2"PENTAGO/YOPERA TING NUTS rt•,- �"j _ J"POLYETNYL£NC g.cas',vircl� SEE t�E TA(L tos. TUBING CLASS 2CL7 I+S $, �' •. A• c^zs .a:a va,:;-�c,•,� .�Y z•. ,:• 7,r Y„ 1 i lAG^J. WATER MAIN 3 ANGLE STOP: 5jB"AND 314'-MUELLER H-14266. NYQRANT FLANGE 57faLL HAW 51d",YJ'DRILLED BREAKAWAY S/6 r�'j4 xJ""OR f"-AIUELL£R N"14265 T". �, $'Css ti pMe BOLTS INSTALLED. "kr - _ t RC1 6rcr.9 ;,,' r,` 2" S REMOVE PLUG ON D17Y BARREL HYDiiArd75 ONt Y. {.4} CU51tltN YALVf: JDNES✓19OB. - LY�RB KrSe" Lr%aS"... "�,Xtti• 't"�7 . (� "" METER BOX: 9/0'AND 1"METERS- BROOKS J7T QR H dt C sir CC. @. 3-cse 'cups rs��eo 2' - 6 JhRt/ST BLOCK-CLASS H.P.C.C", SHiEL00 FROM FLANGE'S'AND 4OCA 7KW W MEIER TO BE APPROWD 6Y A,M.WC (Sa Df•W 10J3 :. t3rc5� luy ~ 2" �':.rr 8'4i.TS. s 5F M/NIMt1M 9E"AR1NC 5URf'nC: r.«. G'OAICRf"�BL+�C:r! � {� \ N0•�- � AOAPTE"R.• MUELLER H--1506 �„i CJ 0 7 CHRIS TY G-.h' VALVE BOX AND CAP. t T• SEE Dt rA1L J03 FOR MRTER BOX LOCAT/DN, � V T:'-rRUS% 5L.0CrS -�.,i. BE 0 USE If 14 CA. COATED SOLID COPPER TRACER WIRE!CROM CORP, TO ANGLE ?rctec: -gs r'• w orsra p r thr;s': TO t �} p .i”AA:PJ• f,r C_ r rte`,„,7 r• w ✓ 14'ATER MATH` RLZR - 6'Pvc, $DR 35'' ;'4S '`5� 5--'F� �u��Yp;-y d. ALL TAPS TD 6t£MADE 6Y A.M.►f!C. STOP ON ALL S£+?Y/CES OR TO MAIN 1F W1Ft££3,7ST5. SEE CONNECTION DETAIL. HYLTR.4NT t"i 0 pOUR,,U ON L1NbV-,-_, ED M �-�� COLLAR - CLASS A P,C.C.. 6--SACK AU04CO TO CURE" 08 FOR AC PIPE: SM/7M BLAIR 313 SE-R1E5, 2 SANG. FOR Oi PIPE.' FORD No. F202 SERLES, 2 BAND BODY tf1GH STRENGTH DL � 48 HOI)RS PRIOR TO FULL TRAFFIC. FCx4 P C-4A0.' JAMES JONE„i J99lJ&. BAND!P. � VCS 1 , 'OR A., 1=.'. smim 9 t '” ��' ! LAR 313 SERIES, 2 l;AP1Q. C0 TAPPING SLEE'✓E- MUELLER H”-61,5, 44,J., CLASS J25. � (-` ''� FL?R pI r'•!rc; FORD No. FZO2 5ERI£S !2&ArJD .<'. ''•r`it" OR CLOY OR "T L:•+ AC. Or. OR PVC WATER MAIN. bC7GY HIGH SFR£NG?H Dl. J,2"MIN. �;;;r�.;ti'""• }"`••'f� FCr'+PVC, v-903: .iAttES JONES J996, 2 BAND iP, _: °• �:.'•, TRENCH 80 rr7M ,. _^,.•. .,•_, :�• •`; �! '�#"� JJ' TAPPING VALVE-••• MUELLER M-667, Rr O^RING TYPE; � 1"45 OR 50'BRASS FITTING diFiLrN NECESSARY, LINER: U.S. IN TEC, &RAI SM©OrH,y4.s 40"ROLL WIDTH, CLASS 125 OR REs"JLrtINt SEAT GATE V,4Lvt. !T WATER�:k-.4 END CAA. ' /tt2� SPLIT IN SWIVEL GLAND SHALL BE owxr FRAM 5PL1T P.C. CONCRETE&LOU{ THRUST"BLOCKS SHALL OE IN rAPPimo Stave BY 6NE sot r pO57T1QN. J� SCH. sp PVC J" T4 BE SIZED,�QR 5/?3"AND J"METERS rJ?' BRAS: =j'PY/9RA:;5 PIPE rS H08-TG--HUB MDT" CLASS 49 6-SACK'CONCRETE' ��1 POURED ON UNDISTURBED SOIL V 14 GA, CCA T'E'D TRACER WRC, APPyROV670. DETAIL NO. APPRO41E : 1i�T4iL DETAIL NO. AAFr7OV£:i: GE741L NO. _ 5 C A Q ""' »- _._ 5 C A 0 _.. �_ APPROVED:�Q: C A Tit WSION5� P f.y► =,,tw'rlr: P F R REVtsIONSI P S �.p R€VISIONS• P S C A p _ _.- _. WATER VALVE WELL p WATER SERVICE CONNECTION - �`•' A� �o _._ FIRE HYDRANTS 10 . '::_ . & ANCHOR �, 5/8W �„ 104 _ 2 BLOWOFF ASSEMBLY 11,.i • ._..,-_ _..-.,.._.,. .._,_ '� �xr� ,wr6R aKrNP mac wA1LR I - -,---;' 171.:. �^----- 7: ,.rti" .,rC _.._ :ilL:'.«�r;�'eL"'ralr,.fi:. �ril.T� '! G�ill�. ... •_. o r • r d ldt is Pf' �r "w+ .' q 0 16 .:0J "civ T ,EPDXY*COAT C !" 14 lr ill .,"JJ:%i.�n'__•_ ,�'�.,^.. 1',•`A�n :CC�f "' f"r•- T/2",s5" TtifrL.4GES GALS ANC,,!O.` c1.•.r'a /✓;/.146 rS !ZE CUT'S r'/LLii ) tlld''"f' 7/c7 dl�X1 r ..............., ' 1•�O51r7vc S'LGF �70 avRFACc" /'.3NC. �4) G_F3"5 8 t S SACT. 50C . r o-_..,._�_.... _... •.. ....._.w.._ I_T"r+(TLY TTN Lr.'! r`otpic -• CLr'S'-- TCG i%S i ' ter:L..GRGttir7j cY cP: N.fi lrr7 !.e,lJd la C.'a a if•1f+1•• `t"OcEp• 0S _f ASS 90'9£NG, CIO i ;,RllTETT fr'AL t fes^~ rr .4R .^_ r' n'f6 ?5PJ-• 6A,, ;�L✓C i/ lig 4,LL 3 � U __.�..................,..... ........_.,._. `.;�"?mac kf, Q�pFESS1pNq� R E v I s 1 O N s TRACT 2271 -- THE LAKES (PHASE 2 X9_1 STS NO. BY DATE. DESCRIPTION 0 - aff in, on � C3376� � "o. 30/02 A S S 0 C o T!E S CONSTRUCTIONDETAILS 6/ ENGINEERS.:• 1ASCADEl�O, CA �! F PLANNERS E A r� Pl/ Y'/,� o�cP S U R V E Y O R S 1 T 364 Pacific Street San Luis Obispo, CA 93401 (805) 544-7407 JOHN i. F'ALKENSTIE R.C.E. 33160 EXP. 6-30'-02 JDATEi DESIG D BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: r,fr, KDW KDW JRF 00209 1" = 40' 21 OF 23 Q W LY_Z CL - 2' VARIES VARIES 1.0% MIN. 1.0% MIN. EXISTING GROUND \\ EXISTING GROUND Y \ ~�•, • / 2'• -�-�- 2' ap� (-�-2' VARIES VARIES •N _�-- 2% 2:1 MAX. 2.1 MAX• 2%% " 2% 5:1 T 5:1 TYP• TYPICAL DRAINAGE SWALE .�___^ 2% 1� 1% M1N' `�1 1 SCOPE MIN NNONW SCOPE 6; NORTH AMERICAN GREEN ?1r r�R/F`� o M�N•`�. W I Y F"' C DRAII`\JAGE C125 CHANNEL LINING OR Mq 1�• P N.T.'• EQUIVALENT 5' WIDE 5• NORTH AMERICAN GREEN ROAD STRUCTURAL SECTION C125 CHANNEL LINING OR NORTH AMERICAN GREEN EQUIVALENT C125 CHAN E� LINING OR E TYPICAL SECTION EQUIVALENT 5 WIDE AT FL N.T.S. KO J TYPICAL SECTION N.T.S. ri O W X Z EXISTING GROUND VARIES VARIES VARIES (5'-60') (3'-50') EXISTING GROUND FINISH WATER ELEVATION 800.00 2% (MIN.) 2' �.- 2° .�,I.�-2' _._ _._ ._. ..,�---�--•- EXISTING GROUND _. ._. .... � �� 5;y EYP 5;1 TYP 5' rYP, ---•-I I I 1-1,11 11- � 6:1 SLOPE* 5:1 SLOPE 6,. 61* SCOPE' VARIES FROM 20 TO 2, * SWALE - FL 6:1 IS TYPICAL 3' MIN. DEPTH TYPICAL E CTIO E TYPICAL SECTION rK TYPICAL SECTION N.T.S. N.T.S. N.T.S. Z 40 cr- Z "NATURAL" DAYLIGHT LINE "NATURAL" DAYLIGHT LINE Q VARIES --- 20' WIDE 10' MIN. PRIVATE I I 4' 16' 16' 4' 3:1 DAYLIGHT LINE DRAINAGE 4' 2' EASEMENT ( 2' I 12' -- 12' 4' _ _ _ I MIN. Geo' BIKE ( BIKE EXISTING_ —TI _G GROUND S-� ✓ EXISTING GROUND EXISTING SUBDIVISION tij� r 5% 2% 2% 2% ��pF```'�. 3' �...,.. ..- .� ..... ._.. " " ,,,. J ` '—'-`- $•r /A/gR�F VARIES PAD �.q,� S 3:1 (MIN) ZROUGH GRADE LIMITS /�/d71q7J'✓ AA?EeICR� � 3: ( ) SWALE - FL FUTURE STRUCTURAL STREET SECTION 6-capi C/2-5 oyAja II-L "NATURAL" GRADING OPTION 6, uM/A1b 042 FQ'O V*L""' rB /�Gn TYPICAL SECTION KA7 TYPICAL STREET SECTION TYPICAL SECTIO N.T.S. SECTION CITY STANDARD 403 TYPE B N.T.NTS TYPICAL S.ALL STREETS EXCEPT RIO LADO L N.T.S. ri 34' Z ..VARIES 4$ 13' 13' 4' �'� MiN. ,�% MSN• " "NATURAL" GRADED AREA NATURAL GRADED AREA LEVEL 2% ._.�. 2% 2% 5% 2'- '`��1' SPILLWAY CHANNEL TO DRAIN SWALE ROUGH GRADE LIMITS FUTURE STRUCTURAL STREET SECTIONM TYPICAL SECTION rB"'� TYPICAL ROAD SECTION P` CITY STANDARD 404 N.T.S. TYPICAL SECTI RIO LADO ONLY N.T.S. W----�- VARIES - - -- - CL z N.T.S. 2' -2' EXISTING GROUND ;� TYPICAL SECTION ' 1 MAX 2% 2� �. � 5'1, Mix. 5:1 -EYP• ... �W -��" . 2,•r S S�Op� --.,,.,._ ....." ._,.' ._.�. .— ...._. CL N.T.S. �°Io M1N• �OA� �'1 19; MIN VAKIL 0 P E N S PA C E NORTH AMERICAN GREEN EQUIVALENTN NORTH AMERICAN GREEN 5C125 CHANNE� LININGORWp EQUIVALENT 5 WIDE EXISTING GROUND .. 60" LAKE SURFACE VARIES 1 M � 5:, 5:1 TYP '' c c:.>' R E V ( S 1 0 N S ,AX. � ' TYP. � TRACT 2271 TH E LAKES (PHASE 2) L,Nj 2:1 2:1 MAX• �, cx_ % ' ".: � , MAX. 12" NORTH AMERICAN GREEN No. (� ; %'E ( N0. BY GATE DESCRIPTION C125 CHANNEL LINING OR ��. :� EQUIVALENT Ex; . armon STANDARD DETAILS & SECTIONS TYPICAL SECTION E N G I N E E R C O ATASCADERO, CA N.T.S. PLANNERS SURVEYORS L "' � 1 364 Pacific Street San Luis Obispo, CA 93401 JOt R. FALKE STIEN R.C.E. 33760 EXP, 6--30-02 iDATE (605) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: KDW KDW JRF 00209 NONE 22 of 23 'A� ALI N A RIVER SAMPLE DRAWING: SILT FENCEE-ROTECTIVEFENCING MAINTAIN EROSION CONTROL AT OUTLET OF STORM DRAIN EXISTING STORM DRAIN .._ AMPLE DRAWING: STRAW BALE PIKE ..._w_....µ._.�._..W�..�._..�.a....�.»...___..,__,.._........�..�-_.__.._....��...._......,_...,....,_.�.......,._. N.T.S. ......._... 1. SET POSTS AND EXCAVATE A 44 2. STAPLE WIRE FENCING TO THE BENCH UP5LOPE ALONG THE LINE POSTS. i OF POSTS. I" r: 11 I FLOW --------�- ''' '':'' ' '! ' ' ' WHERE DRIPLINE ENCROACHMENT OCCURS ALLOW EXTRA ROOT ZONE PROTECTION 1:1;1 1:1:1;1:1:1:1: , LOT 40 LOT 41 i ON THE OTHER SIDE OF TREE TO COMPENSATE (TYP.) UNLESS SHOWN OTHERWISE. \� { 1;1:1; '1:1:8:1:1:1:1 1;1:1:1 CI:1 i:l:l"1:1;1:1: 'I:I;I' I:I:r, •I;I:i:l:l:l:l i:l;l:i t"� `,�.1 j Y '1.1.1 1.1.1:1.1:1.1• •1.1.1: 4" VERTICAL FACE jt / .✓ �� i p r- r�� EMBEDDING DETAIL r ' LQ OI _ - DRIPLINE I i A ANGLE FIRST STAKE TOWARD _- - .• PREVIOUSLY LAID BALENN -ol FLOW _ _ ,....:. ...,.,_,.... FABRIC TO THE 4. - _ - i,!!i.!!i: !i,i. ^!' ^i` E NYLON •- � COMPACT THE -- � ATTACH THE w FILTER ND IT INTO THE EXCAVATED SOIL ' FENCE AND EXTEND �',�� ! ;� BOUND BALES TER FA RI E BACKFILL AND CO •.. .. •,. ., �' �� WIR OR N ._. WIRE CH _. ._ PLACED ON THE TEN .�. •.:. ,�.: ,;:. ...,,::!::��'• CONTOUR f 2 RE—BARS, STEEL PICKETS, OR t M..._...._.._.. _� _ STAKES 1 2 TO t ..... ``.,.�.� ....•--� --.,.....,, / i.!•!i: •'' 2 X 2 STA 1� ' 2. I GROUND \ LACE EROSION C TROL AROU N OUN -.... p ON , EXIST C ND EXISTING CATCH BASINS ...,,... . .�H4I3� RETS. ........:. S ..'\JJ.-'�, � DRAINAGE AREA LESS THAN 1 ACRE •"' t•�♦ FENCING ter' �1 (ADAPTED FROM USDA, SOIL CONSERVATION SERVICE, COLLEGE PARK, MARYLAND. A\SN v1--------`_'\ �,,- I .�'---''"� -•-�', �,,,` �,.✓'-- _I CONTROL IN DEVEI 012ING AREAS JULY 187'5.) PHASE 3 , 4 } \ EXTENSION of FABRIC AND GRADING NO DISTURBANCE WIRE INTO THE TRENCH. NOTE:THESE INTERIM EROSION CONTROL MEASURES SHALL BE INCORPORATED DURING GRADING BETWEN OCTOBER 1 AND APRIL 1 ENCROACHING STRUCTURE, 1 ROAD OR GRADING � \ �♦ �5 1 .. f r-��..,.`� ( OR AS DIRECTED BY THE CITY BUILDING DEPARTMENT, FILTER FABRIC ' .......... "^" -a-..."�µ I DING TO AVOID COMPACTION FROM , R NOTE: FENCE ALL AROUND TREE EVEN IF NO A l VEHICLES AND MATERIALS DURING CONSTRUCTION! 1 __ �;.n�►,��.�r WIRE ! 1 �. , t � �,,-. .--•--"�•"...� ...,,..,,,,,,mow e.,�.. ---,..,...,.M.. a-- ---- •—�- � "� �'... -` , CONSTRUCTION OF A SILT FENCE VIRGINIA EROSION AND SEDIMENT CONTROL HAND ADAPTED FROM VIRGINIA � ` -- �r f��..� -�".•._ '. ( SOIL AND WATER CONSERVATION COMMISSION, i � 1! ,r-....... w.._ -• .r...�. HANDBOOK, 188 . .... `_ SIO CONTROL PLAN - •�... .... _.. \l .r , _ _ ._... DURING GRADING OPERATIONS, EXCESS RUNOFF SHALL BE DIRECTED TO THE EXISTING STORM DRAIN DRIPLINE = _,-„...:.,.. �_..,....w.- CANOPY LIMIT -- LOCATED BETWEEN LOTS 40 AND 41. SILT FENCING AND STRAW BALES SHOULD BE USED TO MINIMIZE THE AMOUNT OF SILT THAT ENTERS THE STORM DRAIN. DE I AIL A E T A I L U AT LOCATE PROTECTIVE FENCE LINE a NOT TO SCALA NOT TO SCALE SHOWNPQ OTHERWISE, NOT UNLESS TYPE CMP INLET W/ I MODIFIED GRATE COVER PER — 24” MH FRAME AND COVER CALTRANS STD PLAN D75 T-BAR STAKES WITH ORANGE MESH NETTING. /"-/ECCENTRIC PLAT TOPLID EL. - 802.20 10" HIGH OPENING BOTH SIDES - i GRADING NO DIT -.----�- 4.00' DISTURBANCE R E AN � 8" DlA-----"�~ OVERBLOW EL = 800.50 � ' `� 1 FINISH WATER SURFACE ELEV. = 800.00 8" CLASS "A" PCC CE GRADING ------«- 800.50 - i I w-�--- 800.00 ELEV x LAKE TREE PROTECTION STANDARDS WATER 24 HDPE �, SURFACE 6" PVC a --._..,._.._, ARBORI,5INSPEQTaQN_ 48" INS. DIA, 6" D.I.P. HE APPLICANT SHALL BE RESPONSIBLE TO RETAIN AN ARBORIST TO MONITOR GRADING IN THE VICINITY 0 NATIVE OAK TREES. THE CONTRACTOR SHALL DRE-CAST NOTIFY THE ARBORIST PRIOR TO WORKING WITHIN ANY TREE PROTECTION FENCING. ARBORIST INSPECTION ON-SITE REQUIRED WHEN GRADING WITHIN NATIVE 1 LOURED IN PLACE ,� fa" -r-«- MANHOLE SECTION TREE DRIPLINES. CLASS "A" !SCC BAFFLE WALL 2' r""' E TA I L U FENCINQ: famor MUST BE A MINIMUM OF 4' HIGH, CHAIN LINK, SNOW OR SAFETY FENCE. STAKED AT THE DRIPLINE OF ENCROACHMENT FOR EACH TREE OR GROUP OF TREES. �4*24" HORIZ.* BARS Cts 3-'#5 REBAR FENCE MUST BE UP BEFORE ANY CONSTRUCTION OR EARTH VERTICAL MOVING BEINGS. FOR AREAS WHERE THIS IS NOT POSSIBLE, AERATION OF THE SOIL (AFTER TB LU' C DEVELOPMENT IS COMPLETE) SHALL BE REQUIRED. PRECAST DRILLINTO � NOTE: SOIL AERATIQN .METHODS: 24 HDPE 1. CONCRETE BLOCK SHOULD BE APPROX. EQUAL IN ALL DIMENSIONS. SOILS UNDER THE ORIPLfNES THAT A 7 H VE BEEN COMPACTED BY HEAVY EQUIPMENT AND/OR CONSTRUCTION ACTIVITIES MUST BE RETURNED TO THEIR ORIGINAL POURED IN PLACE a 2. ALL BOLTED FLANGED ITEMS SHALL HAVE 30 MIL PLASTIC WRAP STATE BEFORE ALL WORK IS COMPLETED. METHODS INCLUDE WATER JETTING, ADDING ORGANIC MATTER, AND BORING SMALL HOLES WITH AN AUGER (18" CLASS "A" AND TAPED COVERING BOLTS AND FITTINGS. 12 GA. WIRE DEEP, 2-3' APART WITH 2-4" AUGER) AND THE APPLICATION OF MODERATE AMOUNTS OF NITROGEN FERTILIZER, APPLICANT'S ARBORIST SHALL ADVISE, PCC BASE a .v STAPLED TO 2X4s ri CHI( MULCH: I SECURE 2X4s TO TREE TRUNK USING 12 GA. ALL AREAS WITHIN THE DRIPLINES OF THE TREES THAT CANNOT B F " {` MIN E FENCED SHALL RECEIVE A 4-6 DEEP LAYER OF CHIP MULCH TO RETAIN MOISTURE SOIL ** 36" #4 BARS LAPPED ,., WIRE STAPLED TO 2X45. DO NOT SECURE WIRE STRUCTURE AND REDUCE THE EFFECTS OF COMPACTION. OR 2X4s TO TREE BY DRIVING, SCREWING, BOLTING, SIMPSON ET22 EPDXY T.F. 3 1/2- DIA. WEEP HOLES � & OR OTHERWISE PENETRATING BARK OF TREE. RENCHINC� ITHIUTNE DRIPLINE: :- N ALL TRENCHING UNDER THE DRIPLINE OF TREES SHALL BE HAND-DUG AUGURED OR BORED AND MAJOR ROOTS SHALL BE AVOIDED WHENEVER POSSIBLE AND IF NOT, ALL ROOTS LARGER THAN 1" DIAMETER SHALL BE "CUT-CLEAN" AND NOT RAGGED. 20 M N GRADING WJTHIN THE QRIPLIN GRADING SHOULD NOT ENCROACH WITHIN THE DRIPLINE. IF GRADING IS NECESSARY, CONSTRUCTION OF A RETAINING WALL OR TREE WELL OR OTHER G. PROTECTIVE MEASURES RECOMMENDED BY THE ARBORIST THAT ENSURES THE SURVIVABILITY OF HE TREE MAY BE PERMITTED. CHIP MULCH 4--6" IN DEPTH '� SHALL ALSO BE REQUIRED IN THESE AREAS. GRADING SHOULD NOT DISRUPT THE NORMAL DRAINAGE PATTERN AROUND THE TREES. FILLS SHOULD NOT D E A I L BP . e �f��-\��r'```� CREATE A PONDING CONDITION AND EXCAVATIONS SHOULD NOT LEAVE THE TREE ON A RAPIDLY DRAINING MOUND. NOT TO SCALE rR" TRUNK PROTECTION PAVING WITHIN HE �?RIPLJL�LPERVIOUS SURFACING MAY BE REQUIRED WITHIN THE DRIPLINE. STREET � a N.T.S. AC DIKE (2) No.4 BARS p (No. 15) PENALTY: EDGE OF PAVEMENT E IF TREES THAJ,,ARE ,PROTECTED DO NOT SURVIVE DEVELOPMENT ACTIVITIES OR IF THE TREE ORDINANCE IS VIOLATED, HE CITY WILL REQUIRE MITIGATION FOR DAMAGE. 6 SACK-3000 PSI o TRACT 1 PHASE 2 " » NO. BY DArTE DESCRIPTION N � 4 CLASS A PCC PAD CONCRETE VOLUMES BASE SHOULDER uon r • �`:1 :✓ r TREE PROTECTION NOTES AND EROSION CONTROL PLAN PAPER 11--1/4 22•-1./2 45 ,. � A "� °y " " " SIZE BEND BEND BEND ' 6 CLASS A PCC CURB 12 1 YD 3 YRDS 6 YDS E;ri� 6 ENGINEERS 10 1 YD 2 YRD S 4 YDS t,4 / P L A N N E R S CF i C� A TASC A D E R O CA 6" D.f.P. 2:1 SLOPE 8" 0.5 YD 1 YD 2 YDS `�;',, .:.. .�<"; S U R V E Y 0 R S 304.8mm 0.8m3 2.3m3 4.6m 364 Pacific Street l 254.0mm 0.8m3 1.5m3 3.0m' San Luis Obispo, CA 93401 ,. (505) 544. 7407 JO R. FALKENSTIEN R. .E. 33760 EXP. 6-30-02 J p 203.2mm 0.4m 0.8m 1.5m DSiGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SKEET: KDW KDW JRF KDW N A -L3 OF 23