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HomeMy WebLinkAbout1998 - Various streets Tract 1831 LEGEND M IL Aw ru..ijLIC lmp " OVEMqE��� NT PLANS TRACT BOUNDARY PROPERTY LINE 1 . CONSTRUCTIONTES WATER MAIN RIGHT-OF--WAY --- -- CURB A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED 1. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND BACK OF CURB BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT THE SITE HAVE BEEN BROUGHT TO SUBGRADE, AND SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. COMPACTION CERTIFICATION. SIDEWALK ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO TRACT 1 ti 31 EASEMENT THE CITY'S ENGINEERING DEPARTMENT WALL BE REJECTED AND WILL BE AT THE 2. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. SEWER MAINS AND LATERALS WITH A MINIMUM OF ONE EXISTING FOOT OF VERTICAL CLEARANCE, UNLESS OTHERWISE RETAINING WALL B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS AUTHORIZED ON THE PLANS. AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE 2:1 SLOPE' 4 uo� I v lr""1 y F A R CALIFORNIA CITY ENGINEERING DEPARTMENT. 3. ALL WATER MAIN FITTINGS, TEES, VALVES, BENDS, ETC., SHALL HAVE FLANGE CONNECTIONS WITH ANYAS CA"D"� EXISTING CONTOURS - ----- - - " C. SOILS TESTS SHALL BE DONE .IN ACCORDANCE WITH CITY OF ATASCADERO ADJACENT FITTINGS. ALL GATE VALVES SHALL BE WATER MAIN 8" W STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE RESILIENT WEDGE, UNLESS OTHERWISE SHOWN ON THE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL PLANS. SANITARY SEWER 8" S CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. STORM DRAIN 4. FIRE HYDRANT ASSEMBLIES, GATE VALVE BOX AND D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED ANCHOR, AIR RELEASE VALVES AND TRUSTBLOCKS SHALL EXIST. WATER LINE - -8AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE BE CONSTRUCTED IN ACCORDANCE WITH ATASCADERO .....� 17 18 EXIST". SAN. SEWER -8"- _ S _ _ COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY MUTUAL WATER COMPANY STANDARD DRAWINGS. •• ----" ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL, E15T. GAS - - G - - G - - 5. PVC PIPE SHALL BE CLASS 150 AND SHALL CONFORM TO 19 -GAS MAIN G G E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN MEET THE REQUIREMENTS OF A.W.W.A. SPECIFICATIONS 14 16 EX. S.S. MANHOLE {�-- THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT 0900 FOR 12 INCHES AND SMALLER. LEGEND BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE Of AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE 6. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH S.S. MANHOLE • COMPACTION. GRADE. GRADING PLAN SHEET 2 20 S.S. LATERAL �°- S ` 3 15 WATER SERVICE W F. A REGISTERED CIVIL ENGINEER MUST CERTIFY jlAT THE IMPROVEMENTS, WHEN 7. THE CONTRACTOR SHALL PROVIDE AS--BUILT INFORMATION COMPLETED, ARE IN CONFORMANCE TH THEROVED PLANS PRIOR TO THE AS TO EXACT LOCATION BY CENTERLINE STATION AND r�, WATER VALVE WIREQUEST OR FINAL INSPECTION. RECORD DRGS ARE TO BE PREPARED AFTER MAIN DEPTH OF ALL WATER FACILITY APPURTENANCES: SURFACE PLAN SHEET D12 21 FIRE HYDRANT CONSTRUCTION IS COMPLETED. THE CIVIL ENER CERTIFYING THE VALVES, TEE AND OTHER FITTING, METERS, AND OTHER 4 STREET LIGHTIMPROVEMENTS AND PREPARING THE RECORD ►WINGS SHALL BE PRESENT WHEN PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING 14 „�... THE FINAL INSPECTION IS MADE. THE ENGINEER WITH A BASIS FOR AS--BUILT DRAWINGS. UNDERGROUND PLAN SHEET 10 / �„ -..,...,.,�„�,� 22 GAS LATERAL G A "W" SHALL BE CLEARLY MARKED ON THE CURB FACE FOR �� UTILITY TRENCH UTIL G. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN SERVICE LOCATION. O / �o / 13 O / ENCROACHMENT PERMIT AND START OF CONSTRUCTION. ` 6 5UTILITY SERVICE SV 8. A CONTINUOUS TRACER WIRE SHALL BE PLACED OVER THE �W� 0 23 PGCE BOX �l H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND WATER MAIN AND BROUGHT INTO THE VALVE CHAMBERS FOR FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND TESTING. �P- 12 PG&E ELECTROLIER FAI OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR 13 ® t� 9. THE CONTRACTOR SHALL FURNISH SUPPLIERSO 7 ' 24 SSMH Q LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR 56 11 � AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR CERTIFICATES STATING THAT ALL PIPE, VALVES, 55 54 a SDMH 3 LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FITTINGS, PROTECTIVE COATINGS AND ALL OTHER 53 a FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. MATERIALS COMPLY WITH THE SPECIFICATIONS AND 8 w 25 CLEANOUT REQUIREMENTS OF ATASCADERO MUTUAL WATER COMPANY. 10 MONUMENT I. ALL UTILITY COMPANIES MUST BE N011FIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND 10. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES �,�,,, �N1 14 / 26 TOP OF CURB T.C. SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE WHERE SHOWN ON THE PLANS ARE BASED ON AVAILABLE R k5 TOP OF WALL T.W. START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN RECORDS AND ARE APPROXIMATE ONLY. THE CROSSING OF ` SEE SHEET H 8 UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE THESE U11LITIES WITH WATER MAINS SHALL TENTATIVELY � TOP OF GRATE T.G. PRESENT DURONG EXCAVATION. BE AS SHOWN ON THE PLANS. CONTRACTOR .SHALL HAD ® 61 59 �� . 46 45 44 TOP OF FOOTING T.F. EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION OF 56 57` �, 52 GRADE BREAK G.B. WATER MAINS IN ORDER TO VERIFY LOCATION AND DEPTH. 5150 J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC WHERE WATER MAINS CANNOT BE MAINTAINED WITH AT 62 49 ® 27 PUBLIC UTILITY EASEMENT P.U.E. RIGHT--OF--WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE FROM --. ' CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF THE UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE �, O PA,SEO DE CAB�`LO 47 -•,. FLOW LINE FL CONSTRUCTION. PLANS, THE ENGINEER SHALL BE N011FIED AND THE 63 ,�,,,_. �� 38 39 I INVERT INV. WATER MAIN DEPTH WILL BE ADJUSTED To MEET THE 40 28 FINISHED GRADE FG K. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. 41 DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN 66 67 68 42 43 FINISHED SURFACE FS PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY 11. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES 65 THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT AND APPURTENANCES ARE APPROXIMATE. WHERE 64 69 11 O P �Ayyp 29 THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE CONNECTIONS TO EXISTING LINES ARE TO BE MADE, AS 70 � `48RO D CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE SHOWN ON THE PLANS, CONTRACTOR SHALL EXPOSE THE "`"""" 71 72 .,., SATISFACTION OF THE INSPECTOR. EXISTING LINE AND N011FY THE ENGINEER OF LOCATION, ELEVATION AND TYPE OF PIPE AND/OR FITTINGS PRIOR 17 EL CORS 37 36 30 L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND TO ANY CONSTRUCTION. 16 35 ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUC11ON AS 34 PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING 12. PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN 33 31 THE ENGINEER NTH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE SERVICES AND RELATED FITTINGS ARE INSTALLED 32 MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE PROPERLY AND ALL METER BOXES ARE SET TO PROPER _ DESIGN ENGINEER. GRADE. NO PERMANENT CONNECTIONS TO EXISTING EL CORTE WATERLINES SHALL BE MADE UNTIL ALL PRESSURE M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THP "' TESTING AND BACTERIA TESTING IS COMPLETE. PROJECT 18(�R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY TEMPORARY CONNECTIONS MAY BE ALLOWED FOR 1 ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. CONSTRUCTION PURPOSES, HOWEVER, PROPER BACKFLOW SCALEPROTECTION DEVICES WILL BE REQUIRED. : 1"=100' N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF CHALK MOUNTAIN GOLF COURSE EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND 13. THE ATASCADERO MUTUAL WATER COMPANY IS TO BE ENGINEERING DEPARTMENTS, NOTIFIED AF ALL WORK INVOLVING SHUTTING OFF WATER SHEET INDEX AT ANY TIME FOR ANY REASON. LINES SHALL BE 0. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE PRESSURIZED AND PROTECTED FROM BACK-FLOW RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO 1 . TITLE SHEET, INDEX, & NOTES -4/ tea.F ENTER LINES. THE ATASCADERO MUTUAL WATER COMPANY P. IN THE EVENT THAT THE CONTRACTOR N0110ES IRREGULARITIES IN THE LINE OR SHALL OPERATE ALL .VALVES IN THE ACCEPTED SYSTEM. 2. GRADING PLAN GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN SITE ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO S0, 14. BEFORE ANY PRESSURE TESTING IS DONE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND INSPECTION, THE SYSTEM MUST BE COMPLETED PER 3• G ADING PLAN �� ©° CFN NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. ATASCADERO MUTUAL WATER COMPANY STANDARDS; ALL -° , �RD SERVICES INSTALLED AND TO GRADE. ALL MAIN LINE 4 GRADING PLAN -0 2 � CHALK MOUNTAIN Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY CONTROL VALVES MUST HAVE CHAMBERS SET TO GRADE. �s ° �o GOLF COURSE STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SEC11ON ALL BLOW-OFF, AIR VALVES AND FIRE HYDRANTS MUST BE 5. GRADING PLAN �Fq` �P`'�osO�p,NO d AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SEC11ON INSTALLED. FINAL PRESSURE TESTING SHALL BE DONE SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE AT THIS POINT. CHLORINATION OF COMPLETED SYSTEM 6. GRADING PLAN PLACEMENT OF BASE. REQUIRES 48 HOURS BEFORE FLUSHING. CHLORINATED oN 0 v A WATER MUST BE REMOVED. BACTERIA TESTS WILL TAKE A �• P SEO DE CABALLO - SURFACE 0 R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE MINIMUM 48 HOURS. a o� SURVEYOR ORIN ACCORDANCE NTH CITY STANDARD ENGINEER OR #426E AND ASN REQUIRED 15. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL 8• P SEO DE CABALLO -- SURFACE OR RESET BY A P� BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. CONTINUE DAILY UNTIL TWO (2) CONSECUTIVE DAYS OF PASSING WITH A MINIMUM OF 48 HOURS FOR EACH TEST. 9. P SEO DE VACA -- SURFACE Gso� S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY THIS IS A TIME CONSUMING PROCEDURE IF TESTS ARE QQ�� SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF-SITE POSITIVE AND COULD RESULT IN 48 HOURS OF 10. REATA WAY / LA ESPUELA COURT -- SURFACE PROPERTY OWNER. RECHLORINATION BEFORE RETESTING. WATER METERS WILL ® 101 ATASCADERO BE INSTALLED ONLY ON AN ACCEPTED SYSTEM. 1- SEO DE CA ALLO - UNDERGROUND T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY IN ANY WAENT Y D STURB THEE GROUND GRADING W ACTIHINSVITY EETUOST F NOTREET FILL, EXCAVATE OR 12. P SEO DE CAD ALLO UNDERGROUND �� �a�ALK4., �,� 13. PASEO DE VACA UNDERGROUND U. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED A ' CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE 14. REATA WAY / LA E S P U E LA COURT - UNDERGROUND No. 033760 AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING Exp. 6/30/02 THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF 15. COMPOSITE UTILITY PLAN lG's ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO "' °`is OFF-SITE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE 1 . OSITE L CORTE �- SURFACE ° CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE RECORD DRAWINGS CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL 1 /'. ®F"F.`.SITE EL tsORTE �' SURFACE Cannon Associates CD LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK THESE DRAWINGS HAVE INFORM ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE Q (� Q TION SHOWN HICH IN PART HAS BEEN PROVIDED BY OTHERS. ~� �' DESIGN PROFESSIONAL. BENCHMARK:A 18. OFF-SITE EL CORTE SURFACE V RF OT SHOO D EEOMtI JEDPRIORSTTO O_-TU�F'F�JSEACY OF THIS INFORMATION. INDEPENDENT � � �g�Q� � co Exp.3/31/99 VICINITY MAP m V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC 922.51 D R ASS C P TAGGE L.S� 5139 19. OFF-SITE LA LI N I -� SURFACE __ NOT TO SCALE CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR JOH ALKENSTIEN RCE 33760 DTE +r'I�1W �� a TRAFFIC CONTROL AND WORK :AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR L®CAFE THECENTERLINE Ot ° 20. CONSTRUCTION DETAILS EXP S 6-30-OZ LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. EL CORTE ROAD AT STATION 13+32.50 21 . CONSTRUCTION DETAILS EL W. CONSTRUCTION GRADE STAKES SHALL I BE SET BY A REGISTERED0 IML ENGINEER SEE SHEET- 3 AND 1 �. REVISIONS OR A LICENSED LAND SURVEYOR REGISTERED N THE STATE C N0: BY DATE DESCRIPTION TRACT 1831 on 0,0FE SS/p/V X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A +AANNER APPROVED BY THE CD POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. Q `v4' 'Fye, „_... TITLE SHEET © BASIS F BEARINGS: -F Y. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ASTASCADERO IS FOR THE LIMITED � PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER APPLICABLE THESIS OF EAR I N S FOR THIS MAP E N G I N E E R S CITY 0 ATA$CADERO, CA PLANNERS 3376q CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ." 0. ADEQUACY OF THE DESIGN of THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFOR, WAS BETWEEN FOUND MONUMENTS S U R V E Y O R S RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS, EXP. 6-30-98 IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. ACCEPTED BY: ACCEPTED BY: PER R ALONG THE FOR E RIGHT-OF-WAY WAY OF 364 Pacific Street s,. CIVIL P 03�26�98 CD San Luis Obispo, CA 93401 '9j, m ® t 1$ (805) 544-7407 CALkf - y OHN R. FALKENSTIEN RCE 33760 EXP 6--30-98 DATE EL C RTE OAD AND EARS 21 1 15 W. �"� '" DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: C MARK MARKWORT, CHIEF OF WASTEWATER OPERATIONS DATE STEVEN J. SYLV ST R, RC 29743, CITY ENGINEER DATE FJC JGZ/FJC JRF 960413 AS SHOWN 1 OF 21 n CA/FILENAME TSHT.DWG �, L.._ I'k T I* Av 1 `4 NO` ES 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE U.B.C., 7 ,R25. TG ENGINEER AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE PRELIMINARY SOILS Ile V9'22.. INV. THE LATEST REVISION OF THE CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS ✓ THESE PLANS, THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS REPORT BY PACIFIC GEOSCIENCE, INC., DATED 10/17/88. FUTURE rn 0 2. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND 9 S 9 A GOLF FACIL171ES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER 10 TI do x CART N UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION S PRKG. WHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND % COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND 928.0 FF UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE 800) 642-2444 TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION FOR G OF CONSTRUCTION. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) OF SO. CALIF. MNSTANCE FROM THE RESPECTIVE UTILITIES. ALL UTILITIES NOT A MEMBER OF V) U.S.A. MUST ALSO BE NOTIFIED. m f u h /f 3. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER /9'39.5 G E-4 54E FUTURE FUTURE OBJECTIONABLE DEBRIS, INCLUDING EXISTING ASPHALT PAVEMENT, SCARIFIED TOA f FG DEPTH OF 1 FOOT, AND WATERED AND COMPACTED AS REQUIRED BY THE SUPERVISING S A 0 TENNIS POOL SOILS ENGINEER PRIOR TO PLACING OF FILL MATERIAL FF 0 FF 4. FILL MATERIAL SHALL BE PLACED AS SPECIFIED, IN THE SOILS REPORT. IN NO 928. �\o ...... CASE SHALL LAYERS EXCEED 8w IN COMPACTED THICKNESS. IT SHALL BE PLACED AT T T THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. .00 _4_ 5,a- A ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED 50ri N BY ASTM D 1557-65T (MODIFIED TO 3 LAYERS). 9. 9 0.0) 5. THE CUT AREAS OF BUILDING PADS NTH TRAVERSING CUT/FILL DAYLIGHT LINES WILL BE OVEREXCAVATED AS REQUIRED BY THE SOILS ENGINEER AND THE BACKFILL 9 945,0 NOTE: BROUGHT TO GRADE AT THE SAME TIME AS THE FILL THIS PROCEDURE SHALL APPLY FINAL FINISH GRADE 'WILL BE SUBMITTED UNDERNEATH THE BUILDING AREA AND A MINIMUM DISTANCE OF 5 FEET BEYOND THEIR 9 WITH BUILDING PE VIT PLANS EXTERIOR PERIMETER. Ar4IFS AN P1 %K r% 6. POSITIVE 92 DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES ATA MINIMUM OF 2% FOR A MINIMUM OF 5 FEET. __A r% 7. FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL L"Lo CUT SLOPES SHALL CONFORM TO PLAN SPECIFICATIONS. Q> gi 8. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING KEYS AND BENCHES SHALL BE SPECIFIED BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. "ic. 9. ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE PLANTED !dig 0 WITH PERENNIAL VEGETATION. VEGETATION SHALL BE DENSE AND GROWING PRIOR TO .5 .9 'IV FINAL INSPECTION OR BEFORE THE NEXT RAINY SEASON, WHICHEVER COMES FIRST. J, Qw 0 E-4 (0 4 X 0) 4.3 Cj 10. ALL DOWN SPOUTS SHALL HAVE CONCRETE SPLASH PADS. V _P_ ✓ .70 C�17�0' 11. ALL UNPAVED FINISHED GRADE ELEVATIONS SHALL BE MINIMUM OF 6" BELOW _40 T FINISHED FLOOR. 12. ALL UNSUITABLE SOIL, MATERIALS, ASPHALT, CONCRETE, RUBBISH AND DEBRIS 18" HDPE 9 T_ RESULTING FROM GRADING OR DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE 2:1 MAX INV. 913.0 JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN ACCORDANCE NTH APPLICABLE REGULATIONS. rLITSI RE IV 55 S DEWAL)11 61 13. INSTALL DRAINAGE STRUCTURES PER MANUFACTURER'S SPECIFICATIONS. V 918-00 H jE '-- 1MAX 14. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED C S TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING ®" / _`- `' r 110 it PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE 932.6 < TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CQ FG CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING -0 )WAX " ------�-p-'a'P y ` / ✓ " r Lo FROM HIS OPERATION. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL C) S79RkLDRAIN INLET ILI 0 RELIEF IS GRANTED BY THE GRADING INSPECTOR. 0 i'v I r- OF jb 15. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY X34RAP , C5 �m LET 0 931.0 FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND THAT �' I\ ­ I 8" Ht INV. OU 9,W.16 6 HE SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL Jr. • - SEE DETAIL F. SHE -No. 2 18 0 EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE NOT 'rOft DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS9® f ®•/. / OPERATIONS. 91i.-20 N V. 16. OFFSITE GRADING OR OTHER CONSTRUCTION WORK WILL NOT BE PERMITTED 0 / -'" ,''« ,- , �'` �''��0 WITHOUT PRIOR WRITTEN PERMISSION OF THE OFFSITE PROPERTY OWNER. 0 -. Y 0_14k v v "I I m 17. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING 5 Er., OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYOR'S ACT AT THE CONTRACTOR'S EXPENSE. 5 1�,E 0 C.0 0 18. NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED FOR REMOVAL ONE - / „ C3 / PLANS. TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. 5 49H 8 19. UNLESS OTHERWISE NOTED, ALL EXISTING SEWER CLEANOUTS, MANHOLES, WATER VALVES, 0 16\0 O / , CO AND OTHER UTILITY BOXES ARE TO BE RAISED OR LOWERED TO FINISH GRADE. 20. SAWCUTS SHALL BE MADE A MINIMUM OF 12 INCHES INTO EXISTING PAVING AND F U N G.'F K_"A DN ING IN ""HIS AREA SEE S H E ET1" 'No. 3. FOR GRADING IN THIS AREA SEE SHEET Na. 4 AS NECESSARY TO REVEAL A COMPETENT STRUCTURAL SECTION. R/W 21. EARTHWORK QUANTITIES CUT : 28,900 CUBIC YARDS FILL : 28,900 CUBIC YARDS EARTHWORK QUANTITIES ARE BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND 7 8" STUCCO COATED BLOCK WALL SURFACE AND PROPOSED FINISH GRADES AS SHOWN ON THE PLAN. EARTHWORK Do- PLACE EXPANSION JOINT AT EACH QUANTITIES ARE PROVIDED FOR PERMITTING PURPOSES ONLY. NO WARRANTY IS LOT LINE INTERSECTION. FILL JOINT EXPRESSED OR IMPLIED FOR THEIR ACCURACY. SHRINKAGE, CONSOLIDATION, AND A WITH MASTIC CLEARING LOSS FACTORS HAVE NOT BEEN INCLUDED. CONTRACTOR SHALL MAKE HIS VARIES 24- TO 36- FOR RETAINING WALL P/L e- HIS OWN SITE VISIT AND QUANTITY TAKE-OFF AND SHALL BID ACCORDINGLY. SEE SHEET No. 21 24" 12" _ __10"_ FOR RETAINING WALL 5' SIDEWALK 21' 12" 12" 18m SEE SHEET No. 21 .w ------------------ 22. AGGREGATE BASE -F 12' A. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS .4 1.0 OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. (0 f J :Z 'CIO 5 0 20 40 80 e .000, B. AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM W CL z z V) RELATIVE COMPACTION OF 957a. THE TOP 12 INCHES OF SUBGRADE BELOW w 01; AGGREGATE BASE GRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE 7E_1 !6 CL > Uj 1 INCH 20 FEET COMPACTION OF 95X Cn PA in 4. w 23. ASPH ALT F 24" 12" 24 N Z NZ W. -0 A. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR 0 ASPHALT CONCRETE TYPE B AS SPECIFIED IN SECTION 39 OF THE STATE OF 4- CL -A- P.C.C., 3000 PSI WITH 6" x 6", 10/10 W.W.M. 14_111 M CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY OVER 4" CL. 11 AGG. BASE • 1992 EDITION. FOR RETAINING WALL 4 00 24. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED CURB AND 4. SEE SHEET No. 21 CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA. GUTTER 2.074, 1? 14- BENCHMARK: r"YP I CvAL S vh_ Cm T I C)" IN' A- A 1' J. LIT I N D- TN N.T.S. ...... CAL SEUO 18" x 18" DRAIN INLET I POLYETHYLENE NDS 1800 N.T.S. A �,,2j : 4, 4 4 4 m z A SERIES OR APPROVED EQUIVALENT w 25. EROSION CONTROL: E• 4 12, :4 - �'. P/L .4.. 1 LAJ A. PROVIDE AN EROSION CONTROL BLANKET LINING WHEN SLOPE EXCEEDS 2.OX 24" 12 24" 2-3" GALVANIZED w M B. INSTALL LINING WITH APPROVED STAPLES. SEE STAPLE PATTERN GUIDE 4 24" CONST. SIDEWALK FS UNDERDRAIN PER FOR RETAINING WALL DETAILS LINING SHALL BE NORTH AMERICAN GREEN C125 OR AN APPROVED EQUAL. CAST IRON PIPES ON SHEET No. 21. a .0e: CITY STD. DWG. NO. 511 SEE SHEET No. 21 C14 II, I'k TS A N P""ECTIO]ON" 7, 1. CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EACH PHASE OF .,::. WORK AND IN A TIMELY MANNER TO ENSURE A QUALITY JOB. DETAIL RIVA""E DR " IN INLET' 2. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING OPERATIONS ��,OVESS/ H TjLPICAL SECTION H-- H, IN THE FIELD AND SHALL DECLARE THAT ALL EARTHWORK WAS PROPERLY 4" CL. '*A* P.C.C., 3000 PSI N.T.S. DONE AND WAS DONE IN CONFORMANCE WITH ALL REQUIREMENTS SPECIFIED WITH 6" x 6", 10/10 W.W.M. �AL HEREWITH. OVER 4" CL. 11 AGG. BASE 0 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL Rk C01?D DRA WINGS Cannon Associates NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNECTION WITH THE ��B jL jL o, C33760 x WORK SPECIFIED HEREWITH. I"'AL S E C"I"I N I j-h 'J'3 JL .L ICAL SECT'I 0 1N"r E- E N VING,'�HA VE INFF-ORMA SHOWN WHICH IN PART HAS BEEN PROWDED BY OTHERS ITIV-10ESWEA R%A Nkf'T Y,IIS MA DE,�OR AS TO 7 N.T.S. N.T.S. Exp� 6/30/02 1RA MADE' R ��ACCURACY Of THIS Iff-GRUA 770N. #05PENDEA1 T 9 -v5E. Z#O 0 A A 2 VERIFIeA TION,SHOULD, TO��UgWE III. INSURANC4E AN"ir)" SAFETY Ile 24" 36" CMP 24" CI\j 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK MLL ENFORCE SAFETY 36" RISER INLETCAL� 10H AIKEIVS71EN RY-J3760 DA T�- N OF MEASURES OR REGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE TOP OF GRATE '1Es -30-02G CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR o CONFORMING TO ALL LOCAL., STATE AND FEDERAL SAFETY AND HEALTH C*4 STANDARDS, LAWS AND REGULATIONS. VARIES 4� CD N TRACT 1831 2. THE CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND EFFECT UP TO THE NO. BY DATE DESCRIPTION DATE OF FINAL EROSION 56 ONE FOOT CONTROL 04 JF 5/12/99 RAISED LOTS 53 01 on to 1. BLANKET JF 5/12/99 ROUGH GRADING FUTURE CLUBHOUSE GRADING PLAN WORKER'S COMPENSATION INSURANCE A 5 5 0 C A T E 5 2. PRODUCTS AND COMPLETED OPERATIONS INSURANCE 3. COMPREHENSIVE LIABILITY INSURANCE 9"x36" WINDOW OPENING LIMITS OF INSURANCE, CLAUSES, AND ADDITIONALLY INSURED PARTIES 4" CL "A" P.C.C., 3000 PSI E/N GI N E E R S 0 3. NTH 6" x 6" 10/10 W.W.M. CITY OF ATASCADERO, CA co SHALL BE TO THE SATISFACTION AND APPROVAL OF THE OWNER PRIOR TO GEOTEX11LE FABRIC '25 LB. ROCK P L A N N E R S THE START OF CONSTRUCTION. OVER 4" CL '11 AGG. BASE S U R V E Y 0 R S 03/26/98 0) ECr"I"%N C ("F� RISER INLET DET IL '1' .L JL _mAL ST 364 Pacific Street #""VPIu' T u N A Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN RCE 33760 EXP 6-30-98 DATE N.T.S. N.T.S. (805) 544-7407 0 2 2 ce_ DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: JRF/FJC FJC JRF 960413 1 so=20' 2A OF 21 FILENAME SHT2.DWG\SHT2 Lk 43, ,k3 ffl 7�lb ' / FOR GRADING IN THIS AREA SEE SHEET No. 2 4k 04 9,45-16 Ivo. 2 18" HDPE 1043.3 TW INV. 913.6 952— PE 99 T 943.3 TW TO 630 i2 a 2:1 MAX 48 18b MAX 2� 8A .53 80 P41.7 AU TOI Bli BU LT ;r 946 N. FG 60 WALL A' HOP 917.5 95 94 959.20 3 TW/ 1MV PG X It Ift'q 'It 95 57 6w 3 94 52H VA 44 9 o- 8E 51E 3 .7 0 1 6 946.5 9AD r Ilk FS r WALL TO BE BUILT NMI HOUSE QiTm 941.26�FS 49H FLUSH 936. NTH PERTY 916 LINE ps 4-80 el f C WA *F11 n PR ER FG FG 955.5 6?DJK' io A 41 Go 94 m A6 C3 11+00 zo d 3+00 *QJ2 A 0 AN F-4 )Z�2 0 10 , A B A LO V C23 IV I L 10+ 2m 1 �p X"bo, C1 4 C3 w 195&53 TW A- C1 a. 185 TW 0 30" OAK 9571.20 3E (111-7 20/ C953.5 00 to 9 6.53 9227 L01 F�7.4 48.1A fG 8AR/,. 0 4. Ln 0 67H.K' de k WALL BE BUILT 6 Ei� 911 IREE PR OTEC11ON NTH HO E,, J FENCE (TYPICAL) 95 935 F BL 0 F �OL OTPOP 2.5* ell 2-1 9 TAN Tw WALL E 1�j i 71E D 946.7 IN 36 or bt 14 (REV IJ4 jj I.. o Ir A WALL TYP. 772..3,5- ARK: 92 957.7 RO BRASSCAP TAG D L.S. 5139 951. NDS 1800 SE IRIES OWTWWALERM ITE Z? COR, 12+ Qr C311 EL CONSTRUCT EMERGENCY 15+00 U 11+00 EXIT (CRASHABLE)—,GATE SEE ARCF1 EXP. 6130102 _'0 REVISIONS No. BY DATE DESCRIPTION / JF 10/15/98 REVISED WALLS GRADING P Cannon Associates JF D2/06/99 RAISED PASO DE CABALLO 1' 0 20 40 80 0 ------ - JF 03/12/99 EXTEND STORM DRAIN CITY OF ATASCADERO, CA No M) AS 7 OF THIS INFORMA 770N. INDEPENDENT 1 INCH 20 FEET 03/26/98 JOW ej4KVv51Zt1v ROE 33,260 DA 7E 364 Pacific Street EXPIRM6—JO-02 Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN RCE 33760 EXP 6-30-98 DATE 1 (805) 544-7407 ry DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: FILENAME SHT3.DWG\3HT3 L � � OWN ADING IN THIS AREA SEE SHEET No. 6 -------— FOR GR 0 22* __LV I -___1 0 jVL*0 06 ALI AL I PVC X� 60 PVC 893.51 -WAL 12+00 P 80 89 4 Y. 42 W' OAK 4oA 1 INCH 20 FEET 20 A 9-07,35 E 20A 7 Z-' EE PIOTECTION 909 S G2 1.0 70 1 C T"N oo FS 901.2 WALL TO BE BUILT n \, F1 -HOUSE C_ 00 FS L WALL To BE BUILT TH HOUSE 1z)C11-1l", 9 AQ A IN� 16 0 INV. OU Aw go 44H +E-4 1-1 6.4ce (mD gg� 4 4G2 CP -I,- 886.o TG C4 81.59 'TC PVC 120 0VC ATR h_4 ATR IUM TRIU DRAIN IUM IN MAX. 4.5% TORM S 0.5% FOR ACCESS STORM Fff 4 PLACE GATE 121 A C) CITy WASTEWATER go i5+ 24+00 L L u 22*,Qo e 01 OD 880.60. TG 0 1877.45 INV. OU, U) STA z "r4 .40 Rrl vzo 73 2 INV IN 00 "Mj_L0NCRETE z To MI mu DTH 00 880.00 FS col 18A 19H OX I loo I 24A 21A 2%3 E' 2 M J6 --rw `5H 0 X co J-1 1- 09 STORM EASEMENT 10 6' WROU 1.0 .67 GHT—IRON FENCE oft-am /Ib x 20 MAX 20 10 0 I�Tac( 9 01h ROCK x EXISTING FENCE TO ON GEO 200 lb 4, -ft ROCK RIP RIC A Cq ELEV AMON Now- CC C) 8780 3,4 116 LF 878.o TW 8710 ESW .� TRACT 1831 874.0 TOE uu 0 REVISIONS 0 CIO DESCRIPTION NO. BY DATE PLAN 0 EAST. NO,C33 10/15/98 REVISE 1 JF I FENCE 10' DRAINAGE EASEMENT Exp.6/30/02 00 /15/98i LOTS 10-15 . R8 0 C AI61 Ir"llon R8 DERO I C OF ATASCA ~~ WN CIV\\- CITY ASSOCIIATIES I?ECORD DR DATE Cannon AssociOtes PLANNERS —30-98 LO ER ts 2! NORTH AMERICAN GREEN C125 MESE /5 MADE SD 0 THE A CCURA C CH EROSION CONTROL 13LANKET NO wARRANTY, OR'NPUk 'To FU7UI?E USE DESIGNED by' DRAWN B 1 =2 58 OF 21 MANUFACTURER I'ADE PRICRI 960413 V) 364 pacific street ispo, CA 93401 RECOMMENDATIONS J son Luis Ob' RF/FJC Ld (805) 544-7407 T_ + FALKEX�MN T1_ 'YPICAL SECTION N.T.S. TYPICAL SECTION-N. 'FlIOR GRADING IN THIS AREA SEE SHEET No. 2 -A 3" L 10 -A C) CUT S P 16 A "PFLOW 3)_ TO X ----------- 970 6A 18"X18" C.B. C Lo. 318" IN 1 6" PVC CHRIS U21 OR 0 GH WALL \932 70 , y \ �► _ 8.11 INV. qTW I-S OAK Ake _E MN. ISM �, *-w., `- , 32 IF 6' 69 9 AQ C A OPE TR TQ_REM gN 089 S 6-8 11 9_0 —A! 9 YkIl/_1 • H ra HI_6 0 .0 8`-OAK STAIRS .:j CV 14+ t, 7+00 'C"k ' P CP A— OF$ 1-4 92�.d IN 15+00 K E-4 '9 > 0'r ------ 1 950'0 PROTECTION Cb e (0 WALL TO\ PUIL 0 • P, wlliql\�Huub lEc—, AK-__ 0 TO BUILT) WITH H 0 E mAA (0 J? EX 24" OAK 915.19 TO, REMAIN Q 9144.6 Alt PROTECTION CEf ---------- 9 2- 8'Q -iz--- C qAM'"` `^—.,._a„... ` v` �� ""` ��� °sy, G I rc..o 19 STORM D.I. ------- 5_ s 00 TG A C� 90� 18" 911 0 TD 6* E 00 ACEA 141 tir. \ V��° V � � \ `\ \•"`. mow'"" ^e,.,,,�y ,.-,_ � ..�' ,�/ .✓'..,,." �V.����/G w-."'ww'^"'1 X • 910.4 B. k' 0 z 908. 10' 0 46 VC 07.75 AC 6 GH VTI"% =6 ATRIUM OUGH LL 'AIN Z), SLOPE f TH OUCH WALL '19 A Ibm SEE VIE BELOW22 — 0 nnp - 289 H 0 H= —8 6" AD ®� U NO 0 0 91f) .93 '00 901.21 'TD 89 0-� A/ • 89 lt� 00 12+00 89 '_. e< co 9 "T 4 6 E P -E L A lop/ ro -47-A bKt 19 _Cb TRE b_C) Q ji�'PRO - ---------- I.R. ®� < �� \ '�°� r SO IT, fv \x0&\:) FENCE WY '\CP It-- 0 pew% ?19 05.20,,T Uv I vvy. • V. INS 1-6 r -0)* 1 b t 504 `v O C� 0 `` rte'` ` ._ - 9 910.00 FS 1-4 Cv 2 4G 2- 11 �, 001.2 _.__ _ , w w.w 4A 5A 89.2 896. 0 89 11. MIN. 0) Ile) ------ 325 00 00 01 (Y Plun GRADING IN iS AREA SEE SHEE'T No. 5 < 0 QS5' � VALE RECORD DRA WINGS Cannon Associates SHOWN WHICH IN PART HAS BEEN PRO 14DED BY OTHERS. St-'9"" WN05, V46/NF RMA RYA RW 00 JV0 W,4AR.' NTY IS MADE R IMPIZ1,66 A TO 77jt ACCURACY OF THIS INF-ORMA 770)V INDEPENDENT 0 CL- ryl VERIf 7 CA ULD B,�'MA,9t?PIOR TO�V,7�RE USE-.-T LOPES No. C33760 z C) Exp. 6/30/02 0 A A.- 14,, 'i' , / "­/ I 1dHW��'r'A_Z_Kk_1VSV5V1'_ 'R&-53760 l?A/T vli SLOPES CUT IIN ROCK SHALL BE LAID 6-JO-02 0 clw_ BACK AT 1 : 1 . SLOPES CUT IN SOIL OF CAVW A SHALL BE LAID BACK' AT 2-0 1 . THE REVISIONS SHALL " ETER' AINE TRACT 1831 lJPERVISIINU SOILS ENGINEER U m NO. BY DATE DESCRIPTION A THE APPROPRIATE AN 'b"LE F THE CUT LOPES. airmon1 JF 3/1/99 REALIGN LA ESPUELA G N V) A 5 5 0 C � A TE 5 A JF 3/1/99 REALIGN PASEO DE VACO GRADINPLA ryJF 5/12/99 REVISE GRADES LOTS 8 & 9 E N G I N E E R S JF 5/12/99 TURN AROUNDS CITY OF ATASCADERO, CA 0 P L A N N E R S (0 0) S U R V E Y 0 R S 1-11 (0 0 20 40 80 03/26Z9 m364 Pacific Street 0') San Lui805) 544-7407 s Obispo, CA 93401 1 INCH 20 FEET ( JOHN R. FALKENSTIEN RICE 33760 EXP 6-30-98 DATE 0 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: L_ JRF/FJC FJC JRF 960413 1»=20' 6A OF 21 LL FILENAME SHT6.DWG\SHT6 P/L 40' PA 38 6" AC BERM VAQUERO LANE PASEO DE VACA PASEO DE CABALLO I PER STD. 418 2 1/2" MIN. TYPE SEE GRADING PLAN SHEET No. 2 SEE SHEET No. 9 SEE SHEET No. 8 "B" A.C. (TYP.) 2.0% MIN. X ------ ,I-7727771172177ZZZZZ 0. Z 7777742 4.L 2 ciff v-4 43 51 50 39 40 4 -1 . 0 00 co 0 co 41 1 V-1 V-4 I V-4 1-4 o 4u V-q co 4 I co 52 3� 00 OD Lo v-4 Ul) C4 C4 + 04 - CO- 10 n c448 6" MIN. CLASS 11 AV co %z I-j (0 00 3� 0) d 57 Celli 2� 1 1 in ly a 3� 0 + d + 00 C6 Cq to + 6 + cc + 1+m 00-to AGG. BASE (TYP.) Cq 0 in-0 1810 2 10 58 io + Im. %_ . Cn V_ V to d W=) co 10 a 4 _j T ci- Cn 00 + co j Cv0_ 0 CL 16' D.W. 60 1 _j 59 0 - r� I- in 0 LA_ (n + v- 0 LO a. 0) 0 ;w� Uj (n (n TYPICAL 38' WIDE STREET SECTION Cn 0 co N.T.S. 00 (0 iw,:�, 3( 0 V_ Cn 0 74.al I ol J(: 60-'FbkM TA. OR /C33 + !QABALLQ= + _j 17+00 -cc 2 4+00 STV11+09.7;5 FjASE0 DE VACA +82 10 PCC +00 6 1 +00 STRUCTURAL SECTION SHALL BE DETERMINED BY "R" Q 4 v- (0 5+0 16+00 0�. w _j C26 0 a. 0 + 1* C29 0 C23 RC C.34. VALUE OF NATIVE SOIL AT SUBGRADE AND T.I. 5.0 I I-0:= C18 C16 3 0 ST 0 -'C3, 0 1E: 1 + 58 07 P CZ� _j Ir o 12+00 2 )0 C21 CURVE RADIUS LENGTH DELTA C17 3S7 C1 50.00' 26.28' 30*06 471P 0 3i Uj vi ai 4 t STA. 10+02'.26 co 0) 35.00' 153.25 250'52'17" C12 6 0 C2 + + 5.56' LE" \-V io 00 F- C3 50.00' 34.89' 39*58'58" -Al (0 zo 31 C4 899.00' 82.60' 051553" \CENTER CAS io 3i + -A. V+ CC44 CC + tl- + d C5 15.00 21.01 80*15'05" a. to rn i5 _j _j T_ _j rj - - - 'T + < AZ co (n 0 (D C11 15.00' 25.59' 97*45'50" x 880.00' 179.84' 11 042'33" 2 io to (A (n 0 N C12 < + 7 U'l _j C13 861.00' 134. .8p 08*56'56" ;!SR � Vftai (a 8 lz`- ' 3 Q 9( ­ . ." Ir- zj C14 1327.00' 76.50' 03*18'10" 35 34 3 32 1350.00' 28.29' 01*12'03" 70 C15 10"8 oil 72 4 CnP C1 6 15.00' 42.80 163*28'50" C17 66.00' 36.68' 31*50'18" 67 8 C18 15.00' 42.80' 163*28'50" aii (P.v T 01 C19 150.00' 75.30' 28*45'44" 0 10- ------ ------------ C20 81.00' 68.30' 4818'41 A- C21 150.00' 7,3.33' 28*00'42" C22 1099.00 15.88' 00*49'41" 0014 ('35 3.08 90t40 C23 1346.00' 284.66' 12*07'01" I FL ----FL C24 1365.00' 294.02' 12*20'29" C25 1061.001 55.33' 02*59'17" C26 1080,00' 147,84' 07'50'35" EL Cu"RTE ROAD C27 1099.00, 56.19' 02*55'46" C28 1099.00' 183.67' 09*34'32" C29 1080.00' 176.68' 09'2223" C30 1061.00' 194,59' 10*30'30" C31 60.00' 10.30' 09*50'12" C32 44.00' 75.42' 98*12'26" 7_1% C33 63.00$ 107.71 97*57'34" V A S_ 0 IT)% E C A -_B A L L 0 C34 47.50' 103.64' 125*00'52" FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 11 C51 15.00' 22.74' 86051'05" 0 40 FEET 80, C52 15.00' 23.44' 89*32'41" C54 1 15.00' 1 21.93' 83*45'51" 1 inch = 40' C55 1 15.00' 1 27.05' 1'03-18'35" ............ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 .......... ........ ........... ............... ............ ------------ ------ .......... ........... ....... --------- .......... ------------- t q '950 9 5 0-' , P�A ELFV-L936.79 .......... ........... .........�­______­­­­�....... .................... --------- ................ ................... ............ ------ ------- ------------ ...... .............. ----------�­­­­­;...... ------ .......... ......... ............ ................................ ------ ------��­_­­­­........... .......... .......... .......... ....... ....... .......... ...... ....... ------�............ .......... .......... ------- ............ ............ .............. ....... ----------- F 01 x C C41 .......... ............. ................ ---------- _Jr z 4 s ........... ......... ............. J, -------- ------ . ........ ............. ........ .......... ........... ...... ....... f ........... V T �940 9401 2PO. YQ ........... ............... . ..... ...... _-4 S.T"A' 12+50.00,_ ........... P M ELEV NOTES ............. ............... ------ ....... ............... Jz........ ................ ............. J J........... ....... 7 4 o 0 0 .......... j ........... ........... ---------- ........... .......... CONSTRUCT DRIVEWAY, 16' THROAT PER CITY OF ATASCADERO STD. 424 .............. ....................... .......... ........... ............ .......... ............ ......... ............ ........... .................................... .......... .......... ....... d 0 0 + v ------ --------- CONSTRUCT 6" AC DIKE PER CITY OF ATASCADERO STD. 418 930 9 3 0 L-4 j ............ ........... + --------------- ...... ............ ........... .......... . ......... 0 0 TTER PER CITY OF ATASCADERO STD. 421 (n ........... .................. ------ ........ ----------- .............�­­­­­, ...... -4 Uj + INSTALL STREET SIGN W/STOP SIGN PER CITY OF ATASCADERO STD. 427 ................ ........ ...................... ......... ................. .......... .............. ........ ........... .......... ............r ......... ........ .......... j----...................... ................. ........... .......... ............. ........... J.jpq........ 100.00 0 rr..,.l 4+ O_. 11......--- ............ .......... .................. ------- .......... ...................�.­­........... ........ ........................ . ...... PM�_-ST 70.0 �A_ NSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STD. 502 :z CO (n LEV ;= 909.44 ............... . ........... T_ C) 0 o 920� 0 T1ION (SEE STREET SECTI10N) PROVIDE NEW PAVING STRUCTURAL SEC ................­,­,­,­­,­­­......... .......... ...........- --------- W., ........ ........ 0 (n _45, ............. .............. m 6 'n 0 C3 0 ri + .......... ........... ............. .............;­­I ­­111.11--l-11 ­­­­­�,­­.",�­ L, r,-, � 1 1 " ---------- -------- 0) ........... CONSTRUCT STD. STREET MONUMENT PER CITY OF ATASCADERO STD. 426 W.- 0 0 + 0) V_ i ........... ...... o ,­"i,­.,­.-­_�r-r.'­ j-_ .................. LO 0) T" S J1 INSTALL SIGN "PRIVATE ROADS BEYOND THIS POINT, END CITY MAINTENANCE 0.%i (n (n (n ........... ----------- ......--------- .........�L'',-'"'L--''rL"L�,-",r,r-"�r-.---r', ............... ............. ......... �--'-­­_.]---1 11_11�1­1 111.11-1.11­I-I-- ­­­'............ ............ --------------- ............�­ ........... vX; OENTERONE �P (n i NO Ltv > PVI E 695. 9 1 PM ELEV=9 9.1 7 0; D/? ----------- ...... ............. ........... ............... .......... .............. .............. ..................... ------- C 0 0 > 26. 0 ........... .......... .............. ................. ................ ...... ............. -------- .................. .......... N to EX ROUND iAT CL 0 0 I-Z + Ing tlz .............. + ESS/04t G .............. -­--------- ............. ............ .......... .......... ......... .............. ....... ................... ...... ............. to W i 00 ............. _--------- PVI E"=9'7.60 0 li D/� < ............ ........... ................. .............. f., 00-', 9_4248 9. ­� _'­ ­­��-I--I.�--�I I I -,-___- _.,"-.,__.__J_.11.11-1, 11-11.1-1.1-1---- ... ....... 704--ELEV Uj j ALK,6- 34.8 g, W VC! _j __7 7, Q 0 No. C33760 . ......... OR V-� oi /30/02 Exp.6 0) Ax ............... __4 .. ..... ---------- j + 0) ........... _Pq ........ ............. ........... -------------- ....... C T17 + ....................... ......... .......... ........... .............. .......... .......... ........................... .......... .............. S /IN e H- 0) 77RECORD Dl'?A WINC7 I-) !L r -A-n- ------- ------------- Cannon Associates vi 177HIEESEE' WINGS HA VE FF-Ofi SHO W WHICH IN PA R T HA S BEEN PRO WDED 8 Y 0 THERS. j- ........... .......... ............. ............ .......... ........ .................... IVO WA IV MA AS TO CY OF THIS INFORMA 770N. INDEPENDEN T --------- .........<r�'�,1,7'r XURA 01 0FRIF1 OROFILE X N ............ ............ ............ .01 ...................I ............... ............. ........ X ­­­_­........... ------------, ------------- ...... -­---- ...... IGHN L KE?VS RE N RCE J.3760 r 6-30-02 -0 ...........""I.1 ABA L , L -------- PAS 0 P X 0 11 ILE DA .......... .......... j-........ .......... T ........ ... ............... ........... E ESIGN �Sp EED 20 MPH -7 .......... ­­­­�.......... ----------- --------------- ............ .......... ......... .......... .......... REVISIONS ............. ------ .............. .................--_-_-r_,-....... ........... TRACT 1831 NO. BY DATE DESCRIPTION .......... .............. .......... ......... ............... ..........f ........... ................. .............. cqff inon 2/16 REVISED GRADES ......................................... _'j.......... ........... . T"I k,"�C A 10 1, 1 E LL A _.E -t - ; P, -1, - - SCALE: E N G I N E E R S ........... U .................. CITY OF ATASCADER CA HORIZ.-O 1 =40' P LA N N ER S ......................... .............. ........... .......... ........... ------- S URVEYORS 1 8 VERT. . ­­_.­­�---­------------ .......... .......... ............ ------------- 364 Pacific Street ------------ Son Luis Obispo, CA 93401 Tr7 JOH N R FALKENSTIEN RCE 33760 EXP 6-30-98 D t L_ .............. ................ ................ -7407 ............... (805) 544 DESIGNED BY: DRAWN BY: CHECKED BY: BER SCALE: SHEET: j-- ....... ............ .............. ........... ....... FJC JGZ/FJC JRF 960413 1 40' 7A OF 21 FILENAME: IMPSHTS.DWG\SHT-7 0) 0 * 41 A( 0- 8 ?30 c' '00 ' + :2 Cn + r C32 5 j8 CIO o 0 0) 0) 0) ' , ~ �~ ^ PASEO DE CABALLO REATA WAY SEE SHEET No. 7 SEE SHEET No. 10 to 10 CURVE RADIUS LENGTH DELTA 33 C36 645.00' 132.11' 11*44'07" OD w 00 to t E4, 0' 43 11 119 T3 44+ 12 2 04 13 a_ w 't 16 17 C42 400.00' 40.45' 05'47'38" 0 rl�03/ 15 Uj 3;r2% CIV + 0) Ui d z 0 C44 15.00' 24.93' 95014'08" COA\ 01 3 + fol V-1 C3 +00 N76 22+oo C39 w C42 0) LO C40 0 co 01 00 CNI 29 W.;c "_ d 0 " W ou 0 (b 0) + ;02%7 04 _J IV) 14- _j It - 1* to C*41 14+ 25 00 (n 24 cn_: + 3 21 22 0 Cq 19 <7 00 c6 z 04 0 40 FEET 80 P A S E 0 D E C A B A L L 0 ------------------------ FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 12 1 inch 40 20+00 21+00 22+00 23+00 24+00 25+00 -920 __j NOTES CONSTRUCT DRIVEWAY, 16' THROAT PER CITY OF ATASCADERO STD. 424 I V 910 CONSTRUCT 6" AC DIKE PER CITY OF ATASCADERO STD. 418 CONSTRUCT CROSS GUTTER PER CITY OF ATASCADERO STD. 421 INSTALL STREET SIGN W/STOP SIGN PER CITY OF ATASCADERO STD. 427 CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STD. 502 PROVIDE NEW PAVING STRUCTURAL SECTION (SEE STREET SECTION) PVI SIA=_22±lD0,xC )VI STA pm LJ 6e?4S;FRUGT- ST-9. S:FRF=ET- MONUMENT PER 814* OF ATASGADERE) 6+191. 426, 00 00 00 oo 04 pi "El 04 0 Cj 3 04 OD 30 1,4 ' .-Ji CENTERUINE PROFILE 00 0 0 C10- C 6" MIN. CLASS 11 C0 RECORD DRAWINGS 0-) TYPICAL 30 WIDE STREET SECTION Cannon Associates N.T.S. THESE DRAWING� HAVE INFORMATION SHOWN WHICH IN PART HAS BEEN PROVIDED BY OTHERS. � Cl CDN S M.ADE WLID AS TO kE ACCURACY OF THIS INFORMATION, INDEPENDENT VE1 YS HI 0 U L ,A//PRIOR TO,,,FUTUP.E--ki*E. STRUCTURAL SECTION SHALL BE DETERMINED BY "R" ell '* cz �� . CD CU SCALE: Tric �� _< _j P MlDE I F A S-1-�_L 0 A-11 ALI VERT. 1 8 m,01FESS/ NO. BY DATE DESCRIPTION TRACT 1831 onCD Cf') 850 850 f PASEO DE CABALLO SURFACE ASSOCIATES Cl Y OF ATASCADERO, CA P LA N N ER S NO. 33760 /T UD CIML /26/98 364 Pacific Street 0-) Son Luis Obispo, CA 93401 840 -840 (805) 544-7407 JOiKR. FAIKEN*E'N 'RCE 33760 EXP 6-30-98 DATE DESIGNED BY: DRAWN BY: CHECKED BY- JOB NUMBER SCALE: SHEET: cc tK 33 ILL, _j 4 0 [14 32 .~ c� FILENAME: (MPSHTS DWG\SHTB EL C TE 0 AD PASEO A ALL SEE SHEET No �lilllj . 17::,;:,:: SVV:ri,i:!. ;i'�:r�.�EE SHEET1 -11" No. 7 NOTES \ :.t-.;.:';.i'r I.I. .....:.l....".. .''' ........ :.:.:.:.:.:.:. xx;�!;�:�:i'::�. 1 CURVE RADIUS LENGTH DELTA o C) t a �111m STA. 13+03.13 LA ESPUELA COURT= C47 30.00' 49.59' 94°42'19" v ,,� 1 CONSTRUCT DRIVEWAY, 1 fi THROAT PER CITY OF ATASCADERO STD. 424 W n. V ` C48 30.00 44.37 84'43'56" ® m STA. 10+00.00 REATA WAY ;:lrwt 1C�) .� /�' /�� /v� /'` C49 942.00' 15.00' 00°54'45" ` -d...:.: �•'e .-, y �tl n v 99 f 9 f f9 ~� �; -� �. Q va CONSTRUCT 6 AC DIKE PER CITY OF ATASCADERO STD. 418 C50 984.00 45.90 02°40 22 � cv N_j , , \ w m C51 15.00 22.74 86.51,05 '� ~^ + +-~ w v C52 15.00 22.93 87 34 59 �''' a -' ?" �-- �N N --� w CONSTRUCT CROSS GUTTER PER CITY OF ATASCADERO STD. 421 I to k ,, �y/u�� ca ,� C53 960.00' 129.88' 07'45'05" :.;.:,:, w w lllJi :........ N 0 V47 C54 15.00 21.93 83 45 51 '�':.:'�ll.fl:ll w w U 111�1;11 M + + "' V �-; °' "� + `� C_ `�• 4• INSTALL STREET SIGN W STOP SIGN PER CITY OF ATASCADERO STD. 427 C55 15,00' 27.05' 103'18'35" U ' c3' o ,. 8736 y8" r� ,,,� 40 c0 o 4_ :C ;:;:;: Q C56 376.00' 37.96' 05°47'06" :..:. .. M 4 to eo o�. a C57 60.00 35.60 33 59 53 r`i ,� ®r n oa ---�_ cr iri a::;.:,.:.:. . c�.J CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STD. 502 , r. h- N to ,r C58 400.00 77.64 11°07 18 72l h- X57.: . .-� z C59 424.00 77.17 1 , 0 0 / vi 02540 0 illll ;:: �- c� + / ... 1 x 6 PROVIDE NEW PAVING STRUCTURAL SECTION SEE STREET SECTION c6o 30.00 6.60 12 35 48 ;: w -- �:.:.:..::..:::... L11 .:.: .� ^a ao ) i , 4¢- H F S SS :::::;:° ;i: 11: 6 © S h ro C61 100.00 49.22 2812 09 cr) ¢ cl:..:.:.::::::.: F.`c'��C3 �.Q .�` of C62 4.00 6.28 90'00 00 p _---- :: C61 rA. 7 2 ' + o 0 0 &i..r to •d � `9 �t � , -'� 0'r' +3 52"�- U •d +a- g C63 2.50 4.75 108 56 49 p o 1-1 -- .".��-- PGC -� l -I "St :.... 8: i1 , '?' 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"`.""-,.., f i . i » STA. 9+79.85 PASEO DE VACA ao w 3..:..:...:...: 203.65 ::::: o vti N cn a M ....... �., �. C72 400.00 123.34 17 40 01 fi cv U d + aU r.. + .(� ....:..:::: .:. :.:.:.:.: :.:.:.:. .+' • N :.:.:.:. :.:.:.:. .. .:.......:..:....... ,.........:...:...:...:....I..:... :...,...:..... ............................. :7:: a '�.. , , . i „ h' + :n 7�` . 16+33.57 EL GORTE ROAD m , .,........................ (D-STA o �- + -� o . ' co M V o C73 415.00 127.96 17 40 01 -_- . . N c9: -Al .- cv q N d to ____ . -� -m _ . ,. , , U �c- k o� F-- ::;:1 ..t::;:: k a•, d. o d- -�� C74 15.00 23.56 90'00 00 --_ w m rn a w N co co - _ r, r_ U = � (��':i:::: w ¢ ¢ C7 X '� + F. � •f„ t• t.. (Q T_ r , ; U U to �- ¢ w___ M C75 15.00 23.56 90000,00" U 'Z• ,, M a) to w ao U r o W M v e ''• + r- w C76 936.00 21.69 01 19 39 cr + + r� v m cr � o . r� Z; + �r a �- r © o N1 co C77 10.00 7.88 45'08 20 .,:.:... ,:...;.� i-- �•1­1 �-. �[ - o .�':.�.: C� 37 (/) + ........ ­­: .... 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B1.1.1.11 \' .;�;.;.;.; ­.:.:l;.�. f �J ¢ . 1 . ::;�-: ..:.;, C114 7 0 .9 1 r-o .0 21 9 80 00 00 f �n�/1 O 9 , A. <1� i e , 4 1 .11.1-1. 1.1.111, ..;.�.�'; .';.;.:.;.: &CL T 15+68.43-- 5o R u�m C115 4.00 12.57 180 QO 00 • , » DRAIN INLET NLE ...__. , __ ! ____ C116 396.00 63.36 09 10 04 E L C 0 T E OAD R E AT A 1 tl A 1 C118 404.0' 64.64' 09`10'04" C118 4.00' 12.57' 180'00'00" SEE SHEET No. 18 SEE SHEET No. 10 C119 3.00' 9.42' 180`00'00" C120 4.50' 14.14' 180'00'00" C121 673.00' 31.14' 02.39'03" C122 956.00' 15.89' 00°57'08" C123 970.00' 16.12' 00°57'08" C124 7.00' 21.99' 180'00'00" L'i LJ E A ! 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CLASS II _ .�__ ___ �_ _. __,___ ______�___._ ___._� �_ _ __ L.1 __.. -____._1_..-__ - _ __. ___._-_____ ._____ _ f _ �__, �.__ _-_ ____.�__ ------ .--.�_____ ��_ ._. _.__ _____ ____ __ �_ �.,._ _ ;�___ ._- ____..__ ,__.___ co of -H I I i f r I I I 1 I I I �. . _ _ 1 I _._r € lL�� -rrr I , r - -� I _ _ I I 1 . I I-I I j912 I ¢ i i I { I I I 1 i 1 C ��Q R D D R Q�A/I K I (-' AGG. BASE (TYP.) M { o I c� S ±E S EE i F- o' 1 ° ; I I I I i j + I ! I I �_r vv r l v v.�� 910 ` a I o o, FD GRADING G LEVi�TI NS I I r-r'" ? p i nnon Associates t J� %-..- i i N { Ca A S t l 1 aI P 1tt I (I I � ii ( 3I� � r ! tII r iLC7 � � E r i � � k ,wM.w.. .,.,.� __•,.W_.._...._J ..-_._.....__._.. ..o�.. _�._____._,. _..,.. ...,._�.w ..... ...._..,. .,u..._..... �.,�..K_-...- ... ,w � I r � � � s � , � _ ,_,w., ,....._.,�._.�.._.,.�w.w,�._......._.l.�._..�..___.,(,.�_.�., ._w._ .�,�,._,.__ w I I � THESE,DRAW)NGS HAVES FOR ON SHOW WHICH,IN PART HA TY IC T � STREET I b 7 f i I I ! f ' I T �"�" `� S BEEN PROVIDED BY OTHERS. AL30' WIDE ^� = I 3 I g I NO WARRAN-�Y IS MA, R I IED AST 1 TWE ACCURACY OF THIS INFORMATION. INDEPENDENT T C S --2. Q°� �� I + l 0 ; I ! { 1 1i$ I I I 1 ${ I VERIFICATIO 5H01,, ��PRI R T FUTU_ ( I I C �. 3 i $ 3 i I 1 I i I _. I ... f .. P i i I , I I I t j 4 I ' I /�C!-f M _RE�SE. I '_....--,_.__ __. ___ _._ ._._ _ ... .__ __ ._ .____ �_____ ..-__-.______._,_____-_,.,_._,_._,__- -._ _____-_ _ _. - __ -} _. _________�,_,___,_. ____. _ ..-_.__._w,__.__._._._..__,_ _. _._-,-.__ - .-_- - �_____.-_.-__,__._.__, __1_____.__ ____._______ _.,_.., {/Vy{j [4 f^^ ._-..-.• , ...�..._.._... ..1 _- _.,.._. ....._..,-_...-.-...-�._•--�. .t r 1t , r 'S ,. , 'i•_-. .-_•kms•_-_"' _._�___. ._..J�._ (_,_ 3 �i I C ~ j ¢ [ i I i # i f I ; I i I I I i I i 9 i I 3 I I I - - f [( [ 11 , I I I -3 ,111-14 �, , - I �W _ _ M_f_- _ �. __ �_._.___ _- ; l ___I. _ _ __ ___.__._,__ __�_-, _ _ . _�__ _._ _ _._ I ,,,_ _._.-,--------_. _.._..._.__.Y.__-,.,.....�__._...,._..,, -_-....,,_._._..,_._ _..,...__.,_...__.._.�_ _..w,.-....__. f9 ,9 _ ._ M I _ I , -t _.._ ��- �- _ _ -.___�_. _ _ m -- - _ - I _ __. _ I , 1 i I y� a, I I C I i I I I I I I j I i I DoH `FALKENSTIEN RC 3 DATE STRUCTURAL SECTION SHALL BE DETERMINED BY R O 5= { i I P I I I i { I I EXP ES 6--30-02 _ ___.___ -� - _ _ _ _ _____.____--__r_._-._._____.___.._._____--- -____1___ ___-- ___.__-- _.�_ --- -_.__z__.___s.__ _t_____ --�___-.____ i - �___ -]_,._______._ _____ ,_..__._-._.____. __1_____ I____.l,_____,._ -----}--�--�- - _� ___ - .._.._._._L-____,____�_,__.-__.____.___-__{_____1 1=-- - I -I i ' + 1 1 I i ( 1 � i I i-1 ! VALUE OF NATIVE SOIL AT SUBGRADE AND T.I. = 5.0 a ' {' j i I � � I � I = 1 I k 1 i I j ( ! s I 1 1 ) 1 i . ra I I ! I X 1 i 1 i ' I ! I I 1 1 I I E I 1 € I € 900 ILf- I I I f i ! I I I I I I I I I 1 i I W€ I } = i i I I I I ( I I E i i i 1 i VISIONS I I I l I i 1\E ,� � �_-�.��___ -�----€ �. _��. ___ .�,_ ,._�_ 1- __n_ �.v _�_. __. ____ ____ � __�__ ,�- _,_ __�_. __�_ � �____ r _____� - _.� � �_ _.G �.._ __ _.I_ __-_ _, �_�._ _ ___�_�__�,_ TRACT 18 31 0 € i r: I � I 1 ; Im �� i I j { , � I � { � s � { �I �� � I � pFESS NO. BY DATE DESCRIPTION _ ___ M _ _ _ __._. --_.___ J _ _- E--_._._____t______�_-__ __ (___ _ _ ____ CD _ __.w ---I-�--- r--1- --- F_-_- ---_.-I _ _�,_ g __ i 'It /p Eamon I I i ; 1 � ! IM.__��_�_ _--I--- - - - - ± �_ -�_____w__-.__ r____ ____._,_----- !-_____�-_-__,_ __-_-__�I __. -_I _ I _ -- -- ______ __ ' __--__.___I _ ____ __-.__.- __.____s__ r__,4__- _€ I - ----_ _ i_ _._; Q ,��� . tis, �y I I i ! s ; ( I i k I € { a A 0 Q `� C� / �i I , � I I I� I • l i I I , I ;P AS ,D ' AC� O L I P �I I I ti 00 t- - �,,..,.., .4___ __ _ _. _ ___ _ _ I _.;.-_._ _N I _.,.____._.�,__.._ _ ...___ __ _,.-� _E_ .w__ __1._____,. _ _._ ( �.�_-. � � 2 � r I �� L� - _ _ i _� __�._._- I I I I I i I - " 1 I ( g _ �- _ �_I = to I I !; I I r I DSI IN PED = OMP I , I { ( I ENGINEERS � 890 I I � I T� OF ATASCADERO, CA �, I Irn I I I I I 1 j i i 1 i I I i l I j I i f l I I I i I ) PLANNERS No. 33750 a i I i I e F E i I ( S f i I I I _ I { /,. .........,,...__,........._,__.,......w ,-.,.r.._.... _......W._.__..._.. �.__...„.. _�.._.,. ...._.,... ._....,... i. _ r ' r s- �.. _.. _ ,_. }.,..,,..., ,....__.......__ ,__ _,.,_... ,_,., . _......„1.._,..,_w.._..µ ter- I ¢ � -�I � I 1 I e , I I Ij i _ s _P� I. 1 .,_,._- _. i S U R V E Y O R S EXP. 6-30•--98 '� �� %� __-__------r^ a 1 i I 6 { , , 9 s I I I } { jj + �- ..;__ M.f,......_,.__. 1 1 _ IiJJ C) I H I I I s� i i I I i _ i i I I 1 P i ! I C � f _---- I j 1 , k i I 7 t i 1 ______ .-._._.-.. . _..- _ _ ' _._._�-. ---� ._---J -____--- --.. .- - -- -��-� �" i ________ -_ _-_________ ______ _-_ _ (�/��j R rI11 -.--_._-__________._ _ - _. _ ___ _. _ __ _,- _ -L _ ^} f I H�.J 1 \(Z e e 1 =40 _..-..___Y- i I r i 1 ._.Z_____._.. ..._ _._,.._1._.._.. .,._1._..,_____..,... ...i I ..,1.. _. ..�..`.__._-.._ -` i , - (- i ' e i I i i , _I- I - i ( f I r i 364 Pacific Street S CIVIL '' 09 12-97 I I I ss a $ I I I tl ! I I I i 1 i I I I I I San Luis Obispo, CA 93401 '�r� c;�� H FA KE STI N R 376 X 6- 0-98 DAT s i NR L N E CE3 0 EP 3 E ___�_ __ ._____-_ I__�_ _ _._____.__.__�,._______.___ _____ . __ a_w .�__-- �_...._.._ I__..__�_._ ________ I. .. _ _.€_ -- _ Cn _____ _- _ _ -, w_ _, w_ ____._ _ ___ __. 3_ __. _. _ ___,..k __-. _ _1 .,__..�. I .-, 805 544-7407 CAI tF� _...�..___......J. !o,., v o .�. Y , I.._...._,....._I_._.,.__..., ., f 4 _...,.,....,,_,. �..... ....�._....__......._. ...,...1.,.. ...1---l-E-1_.._..__ , 0�I�_ .� _ -_ VERT. 1 8 __ _ 1 I _._w__._.- _..I 1I I _ I i I I 1 i I ( P I I I I IT - 1 1 I 1 I I 1 11 I - - I- _, _� ___ _ __ _�_ __ __ 1 _ _ 1____� __L__ ?�!____-__-._ I 1�__.__-__ I___ r.__..__�___!-_-__��____. __�__ ___ __�__ _�__.____�___ _�__F __-J__.___i______.._____.�,___-__._h_.____1_._._ .__,_ ___L.____�____._-__ -_m. DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: �����- FJC JGZ/FJC JRF 960413 1" = 40' 9 of 21 n cl i FILENAME: IMPSHTS.DWG\SHT-9 L . ,,,.. ,,,,,,,,,,,,,,,,,, PASEO DE VACA LA ESPUELA COURT PASEO DE CABALLO REATA WAY SEE SHEET No. 9 SEE THIS SHEET RIGHT SEE SHEET No. 8 SEE THIS SHEET LEFT 8 STA. 12+18.28 REATA WAY= CURVE DATA FOR SHEET 10 7 7 04 STA. 10+00.00 LA ESPUELA C 04 CL 10 0 CURVE RADIUS LENGTH DELTA \ \ \ 1-:1 5 kc to 0- 10 4 + + CL 10 STA. 13+30.36 BCR I YL C78 15.00' 21.92' 8,3*44'01 0 'D 8 v__ - N 00 STA. 12+47.35 ECR C79 15.00' 27.36' 104030'35" w 00 4 H 4 CL '39'28- C80 125.00' 97.43' 44 2 + + + 3 j + 3 2 STA. 11+94.07 BCR C81 140.00 146.14' 59*48'26" 2 �21 C82 155.00' 132.02' 48*48'03" US i5 , �_4 �5 z AV `48 V) V) w 86. C83 185.00' 88.59' 27'26'17" V) ;7j 27*2 Q) 4 �/x 2 13+0o 3 C84 200.00' 95.78' 6'17 C94 11+0() 4- C85 215.00' 51.53' 46 % 13*43'54" Q N) Ir 0 130 13+ 9 7 2"'00 :86 15.00' 24.76' 94* C103 C87 15.00' 22.53' 86*02'44" C9 7 12+oo C88 390.00' 80.85' 11 052'42" C89 405.00' 116.40' 16028'01" el I- .. 11 �C98 00 CL a C90 420.00' 86.08' 11 044'34" + C91 15.00' 19.64' 75001'45" CID + 04 co w 0) 1-1 + + Ci C92 15.00 N + 00 _j to + of (& 0010 0 V_ t.- LN T_ + 4 co C93 185.00' 68.2 21'07'21 d CID < + io I- + + C� V- _j %w %_ 6 I io C81 (A .11 0 IRC C94 200.00' 107.14' 30*41'36" + + 04 C95 215.00' 89.18' 23*4558 45 + + + Cq _j !2 V_ C96 1064.22' 140.15' 7*32'44" _j C%14 C3 C97 757.49' 136.17' 10017'59' U.) (6 LU A 0% C98 675.00' 133.93' 11 022' + C99 84.52' 36.41' 24*41 000*1 + + 100*1 N 10 S 161 / 11 8 !2 !2 TA. 10+26.89 ECR L7 A 17 END A.C. BERM 45 44 C100 112.55' 33.23' 16*55 + 00 Cl 01 91.23' 20*04'59" 119 0 31.98 12 00 C102 127.00' 59.63' 26*54'10" 3 1- 15 W 1* 44 cnl 14 C103 131.78' 61.24' 26*37'32" STA. 13+58.53 __3_3_;4_9'l 6" C104 107.00' 63.16' E) 49' RT-CL D.I. C105 12.50' 19.90' 91'12$190$ T_% P 32' P C106 103.00' 14.69' 08*10'26" h A A W A Y C107 94.26' 28.27' 1711'09" PA PA FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 14 30 C108 10.30' 13.17' 73*14'03" L A E S P U E L A C 0 U R T C109 113.01' 25.25' 12*48'06" 30 32 6* AC BERM FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. 14 PER STD. 418 2.5" MIN. TYPE 0111111111 6" AC BERM PER STD. 418 *B" A.C. (TYP.) 2.5" MIN. TYPE -13- A.C. (TYP.) 2.OX MIN. 0 40 FEET 80 - - .10- �_o% 26 CP 1 inch 40 6` MIN. CLASS 11 Cv AGG. BASE (TYP-) 6* MIN. CLASS 11 AGG. BASE (n?.) 0 40 FEET 80 TYPICAL REATA WAY STREET SECTION TYPICAL LA ESPUELA COURT STREET SECTION N.T.S. N.T.S. 1 inch 40 STRUCTURAL SECTION SHALL,BE DETERMINED BY "R" STRUCTURAL SECTION SHALL BE DETERMINED BY "R" VALUE OF NATIVE SOIL AT SUBORADE AND T.I. 5.0 VALUE OF NATIVE SOIL AT SUBGRADE AND T.I. 5.0 A, JL a= 10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00 14+00 ........... .......... 7' 8 .......... ........ ............... T........................ ....... .......... .......... VC J + T ................ .......................... ....... ------------- ------------.............. .............. ......... .......... .............. ...... ............. .............. .............................. .......... ....... ....... ........... w -------------- -5 .......... 00 + ............ .......... y---------------­----59.0 PVI E LEV 8B2.45 z 0 ................ .... ............. ........... .......... ............... ............. ---------- .......... Cn Vm, PVI OLE 966.60 + ------------- ............ .................. ------ ...... .......... ------- ..............-------------- 0& ------------­- .............. ............. ............ ------- .......... 0 r., M 00 CO ao > ............ ......... ..................... .............-----------........ ....................... ------ ------- N 0 0) 1 CD > ri ri n m 'S� SI& .......... --------- .......... ......... .................... _�............. ................ ............. ...... ......... CP 0) 920 ------- Lo 005.00 PM ELEV ........... 0 ........... ............ ........ 0 VC TOP !OF NORTH BERM + PVl­­$TA 0,"00 S., ---------------- ..................W- ----------_- ------ ...... ...................00 M ELE 908.53 ST PVI ELE + ..................11 60.60 ............... P\A m LEV� 911 z C3 > CENTERUN FILE � 9 ............ ..................... ------ 7 to 0 (0 0i Im 0 20 i 0 8 _L 4m CID 0 0) to 0 0 91 w 10 ............. 0F 0 7, - 0 + TOP :OF F�AST BERM 00 ............ .............. vc 0) 00 50. 0 to C*- TA00 0) D z ............. ....... ....... + ...... .......... ........... ....................... 0 0 (n N PVC ELEV=895.22 .......... ............ ....................... .................... IM U) ............. 0D _0 N NOTES 0ox 00 > in � 9110 ............... .......... ............... 910 + 0 00 C4 ................. ...................... 0 0 ............ ............ CID C) Z N LU ............. ----------- ------------------------ 6' THROAT PER CITY OF ATASCADERO STD. 424 + + CONSTRUCT 6 AC DIKE PER CITY OF ATASCADER0 STD. 418 ----------- ....... ............ ......... .................. .......... .......... ......................... .............. ............... .............. 0 CD fSTING GROUND AT L Ex PVI­­S�TA'­':! 1,2+-.9O.,31--_" cl d ------------ ........ ......."r-,_.- TTER PER CITY OF ATASCADER0 STD. 421 Cv T CENTERLINE, PRO. PVI ELEV 1182.52 w ........... 0 ................ 900 , 900 U_� C> 0) ............. ........... ............ . ....... ............ INSTALL STREET SIGN W/STOP SIGN PER CITY OF ATASCADERO SM. 427 U_ OD�_ 0 00, ............ ............. ..............�,­_­­­...... ............ ...... ........ 00 .......... ............. ........... 890 .......... L -------- ........... ---------- ........... ........... ......... IN INLET PER CITY OF ATASCADERO STD. 502 ls=2.0 .......... i C�) v-C3 V) .......... .......... ..................... .......... ......... ......... ....... ---------- ------------ ........ ............ 61.57' STREE in .......... ........ ........... .......... ..........�.,............ ........... ----------- A. ....... .......... A PROVIDE NEW PAVIN TR"TURAL SECTION (SEE T SECTION) ........... -RE " R-0 M 4 1 DESIGN,' SMEI) 20 M ATAGGAPERG ---------- D G9P4s:Rwc,:F s:;P. s*Rssip mew G14* OF f 890 , ............ 3.0 OX + .......... ......... ..... ............... .......... ........... fe 880 A .......... .............. .................. ....... ................... ........... ......... T C4 ------ ............... .......... ........... (n P V) N ----------!,-- V 8E 3.9 0 ............ 00 C4 00 .............. ........... N 0�0 00 W. ................ do ---------- ------------ C3 _SPUELA� COURT— ROF 00 ---------- LA co I 0? f .......... JCI.L- ............ ............. ...... ........ + DE SION SPEO �= 20APH 0) .............T- ...... �870 -,S,,C E-1 !Cq 0 -4 ............. ....... of 'SS/041 .......... ------- ......... ........ -------------......... 00 ........... ........... wj TOP OF $OU BE:RMI lye 00 w .............. ........... -------.......... ........... ­_----- ----------- ...........----------- ............. No. C33760 -------- C)8o TOP OF WEST BERM:::)- EXP-6/30/02 REVISIONS TRACT 1831 C10- NO. BY DATE DESCRIPTION F Q RE-CORD DRA WING,5 Connon Assocldtes WL_Sf VE' V E N G �ft E E R S A or/ /V 11 DRA IfIIVG,-H /709 Hj WN WICH IN PA R T HA S f-EN PRO WDED 8 Y 0 MERS. ),i.1E NO fiR4l$VTY/5 0, 'FL jq �� 0 THE ACCURA C Y OF THIS INFORMA 770N. INOEPEAIDEN T CITY OF ATASCADERO, CA 9,-�AOk PRIOR FZ/7 Z IRE USE, L-A,-:,.,N N E R S 0v E Y 0 R S IA 11 1/ JOHI f-A L KD VS REA I Wj___R7E 33760 DA 7F' 364 Pacific Street EXTES 6-JO-02 San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN RCE 33760 EXP 6-30-98 DATE L (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: BER SCALE: SHEET: FJC JGZ/FJC JRF 960413 1 40' 1 OA OF 21 FiLENAME: IMPSHTS.DWG 0 di 0 OD C Y.CL t- L Y-CO.L + VAQUERO LANE PASEO DE VAC PASEO D CABALLO NOTES SEE THIS SHEET RIGHT SEE SHEET No. 13 SEE SHEET No. 12 O INSTALL P.V.C., C-900, CLASS 150 WATER MAIN / to / °' as05 �- ! 2 CONSTRUCT 1 WATER SERVICE ASSEMBLY PER AMWC STANDARDS f (/y 50"n i '� ` \ 3 8�,j J N A w Ex �-- �QC ¢ yyr0 52 / `n -+ > 49 48,N + `n r` ¢ 39 + � `�" ' ��+ 4 o~ 43� - 3 CONSTRUCT 6 FIRE HYDRANT ASSEMB Y PER AMWC STANDAR S 59 1 58 57N � Nom, • + � � ! r. ! O L D..i �... , _, STA. 13+85.00 .� , + ct0 T-60 ?' .� `� F.H. ASSEMBLY . � ¢ +ten " J . _r ¢ �� x� I c�c,r? ® CONSTRUCT GATE VALVE, BOX & ANCHOR PER AMWC STANDARDS �' + STA. 13+37 ¢ ¢ --� e cn cn / ® + n S LATERAL (n (n cn -��6' / SS LATERAL ..� cr r >N 9 V) to r to � �. � ~' r' `� �--- x �' `� --� �- - ��, ----- G / s 9 5 INSTALL H.D.P.E STORM DRAIN � �, � tI' �, _,, " �-- �° �� ---_"_' �an �to � � �. � vi'�" an �� g cn ._._ � � �. �fn W O ® � 0 , + 30 _P1 �'.�' �'� N �' . o� (�> CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STD. 501 $ " " a,. $ oo i r ~�8+0o ST 7 CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STD. 502 13+Q0 8" Yy " c� �p w 61 �•�`X ,�+ o ® = 2 '42'20» a. 162. 3;„ + -- " s a 8 hs S ��cXS9A �8 INSTALL 8" P.V.C. (SDR35) SEWER MAIN ILA R 400.00 = 200. s 3 &F<. N29 .,. c II G .._. us �-9�. �iOT ,� `�-•, moo, a" .. , J *N \ F, O CONSTRUCT 4 P.V.C. SEWER LATERAL PER CITY OF ATASCADERO STD. 603 ' "" E, `�''� " �' �' + � ' �- 00 ¢ ,� 31 10 CONSTRUCT SEWER CLEANOUT PER CITY OF ATASCADERO STD. 605 '62 �i „ O �, N s-"' N WW N Q tp (0 Q D ... C3) Jt0 m ~ Q N � ` � ,� STA. 9+97.00--6 RT v) V_ c� -w , _�- + Er + M I u, r� + ¢ ..r,+ w ¢ ,� ,� 11 Sm. S.S.M.H. 11 � ` u' p + ` �- ' `� z ® " + � w a- cn cn --� w n1l CONSTRUCT SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 ".. v' N o o r ' '� io •- cD r- v w cn �` w t-- o = CaP '�� 940.30 RIM -�'" N >N v .a ¢ ¢ ¢ s o p .a r- cn ¢ N .Q '"� _ ,�� ��E �`� �'`•s"•'� v � + • �` a �' N � I (n� vi = P`' 1 CONSTRUCT SEWER DROP MANHOLE PER CITY OF ATASCADERO ST 934.30 INV. R�,L .- N _,®`,,�, ;a �, ¢ rn E._ i-- cn F- cn + �c�z ¢¢ 3ry � rn zzo E O I 0 D. 607 SS L P� N .� ..�p p r�u) ,.s y J W cn I o I to to to u� ' a a. ( Ch r• ._ .. I _ G N cf) �, + N .q r to to N z p t/i N o ao Aern t�. �n ori \, S 3 � '' 1 =4_ 69p N ©M 5 3 3�1-' �" r��zZzi 13 CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STD. 504 P SP S �N tP� o �'� � 0 cg n ��zZ F4- h-o0O �°� 33 00 tri S�' N �r ++ _7 to optIV-7 v;Cq���_ I � to tn� rn N� C,Nt�O« \ `\ \ e LO v- 32 � 0,-:4 4 1" 63 �Q- � „a O r ¢ •Nd'd• `-` V) !!)00000000000000 \ too 7 �j � 67 . wmmom aQ� � � S PASEO DE CABALLO �(n o SEE THIS SHEET LEFT N w w w EXISTING WATERW ._. -•-- w --- -�_____ W _ - -- w --�----- w w w w S` 64 _---65 ..---- w T __--- _— s .__.- __ s -- s $ s E ( TING ANI TAF�E s _" -- ~- s s —- s s s S ` J ¢ Sw E C 0 R 0 A D N + � �° I d 56 e <_3 > V) 57 ZZ M\ STA. 11+54.33-6' LT. +¢- ±� _ `� Al N �,,:o u0 i s 11 STD. S.S.M.H. #17 0 933.50 RIM M N \ ODS 927.50 INV. IN °' d' 55 'v` AS E ""UP` D E CABALLOcot ___� I ISS LATERAL 'S p 8" io -.... S � FOR SURFACE IMPROVEMENT PLAN SEE SHEET No. 7 11 — - 8" —_ ) - ga 0 40 FEET 80' G -----•�..: .::-: -.. --�_.w 5 4 STA. 9+93.6 - ' tT-- 1 inch = 40' STD. S.S.M.H. #10 s SS LATERA 925.22 RIM w' N M 919.20 INV. IN 'S ` 919.00 INV. OUT ON 10+00 11+00 12+00 13+00 14+00 15+00 18+00 17+00 18+00 19+00 M� I SS LATERAL , I _ S 5 2 iA = tl € �i i i i i k ' 5 3 950. I � I ; t I � 950 , ' ' I PASEO D CABALLO 1 j + I SEE THIS SHEET LEFT 7 I � i 940 I l 1 ? 940 VAQ ERO LANE. 1 i j I j i 1 4 FIE 4 z 1 i I 3 , i V t I 1 I 1 930 I (,Go ® f` f { t I _ 1 I I I I l lI I I 0 a 40 FEET 80 I S� N ( I -_EXI TIN G OU D AIT C1. I ---- 1 Inch = 40 ks F��` E 920 I � i I i F , , 10+00 11+00 ! I _ ' I , 1 I i I > N © CENTER IN PR FIL ! N ' Q-- 0 ' I I I I .� ....., ..,.�.___. I ..,.....,_ I I.,._ h � I � I I I I 1 C 1 1 I o I ! ! ! I 940 I 1 a 940 910 I R I vc Wq R , a , ! I ! I 0 rn ED i .77 0 930 930 , N 1 0 1 ( �N 900 Dfm z z oci yG S•S 4 �' ° o° Q° 920 ! 920 890 w< { i` ESS ( ! I , _ i" , I TH( ) T_ I.. A I 910 I 910 -- I -- -- --� -- ._ �, SCALE: - - I I I t l 1 I 1 ! 1 "=40'9 ; 1 t C5 -co ..�. _— _. R I annon AssocIa s i H�RIZ.. .."40 1 Y f c ( pp a I I 1 I I I HESE DftQ GS V INF R A 10 bW I Q � # VERT. 1 " 89 cU 880 I !v� 0 I LI /A r TO HE CC ACY T IS IN ORM TION. IN EPEN ENT -� 3 I c�T ERIFI ATI PH(ILD B M E RIOR `T0 F TUR U + ; I - l� f I i + I a _ D Cu I CD $701 REVISIONS ME ^` _ __ OFESSO NO. BY DATE DESCRIPTION TRACT 1831 CD I -- M- on ®p� ED SCALE: 1 PA"'EO DE CABALLO & VAQUERO LANE UNDERGROUND I I A � � � C� � AT [� � � �, �,. H®E�IZ.. 1 =40 € 1 I I ENGINEERS VERT. o "= 8' _. __ __�_ €____ _ __� PLANNERS CITY OF AC A DERO, C NO. 33760 1 860 I I j I I I S U R V E Y O R S EXP. 6-30-�-98 CD , 364 Pacific Street sj+ CIVIL Q. 06/22/98 - �m_j_ _I San Luis Obispo, CA 93401 JOHN R. FAL NSTIEN RCE 33760 EXP 6-30-98 DATE _ _._i_.,_ ___ _ _ _ __ __ I -- - ; ! (805) 544-7407 ®F CAl.1 I l ! � _ DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CD FJC JGZ/FJC JRF 960413 1" = 40' 11 of 21 FILENAME: UNDSHTS.DWG\SHT-11 PASEO DE CABALLO REATA WAY SEE SHEET No. 11 SEE SHEET No. 14 co + 0 0 883.70 1 NLET 0 qN81.75 INV. + NOTES 44 0 12 43 STA. 19+62.77 to ,wl- 4 16 SS LAIEE�� '0:tj 17 CL DRAIN INLET\-L/ oul, Z_ N .0^.. INSTALL P.V.C., C-900, CLASS 150 WATER MAIN 32 885.93 TC STA. 20+08�j 0 _j 15 8131-43 I!y S LATER L Cv STA. 18+45.70-30.320 RA jS + CONSTRUCT 1" WATER SERVICE ASSEMBLY PER AMWC STANDARDS �12 V_ I S A 0 00 S C1q + :wu. UKvr Z).bm.m. fiz :k wj V-N + w + N PO 891.29 RIM 1--� 4 1 w co (n C -w4L C+> CONSTRUCT 6" FIRE HYDRANT ASSEM13LY PER AMWC STANDARDS 884.50 INV. IN Z C14 2 +00 04 N < of to co 20-90 9 1 Col . PLACE GATE FOR ACCESS 874.09 INV. IN N Cq 873.89 INV. OU Cn < V) <In Cn Cot I < BY CITY WASTEWATER CONSTRUCT GATE VALVE, 13OX & ANCHOR PER AMWC STANDARDS S 249.580 Cn Cn �(n: (n i--�_ (n DEPT. CREWS 12 21+0 W rm S a BAD-.,........... cn in in 12 INSTALL H.D.P.E. STORM DRAIN S STA. 25+48.58 6' RT STD. S.S.M, I STD. S.S.M.H. T') 0 18 Cq _j %.#f. 2 T �W 12 0 CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STD. 501 C-4 < 0.87 =3+0� 2 4 A A 25+OC 884.00 RIM -1 N_V. IN I OF%e + 869.78 INV. IN ,09� + M CS �e -Cbl < 0) CC 'V\69.58 INV. OUT 874.53 INV. OUT 'A' - + -W N 8051'1 2*E 288 70 a - . 5 _j S S /#�;\ CONSTRUCT STORM DRAIN INLET PER CITY )F ATASCADERO STD. 502 i _j \2-1 < �q 144C All 0 &.Vl* (" / i + x to _j ____C --- N in cn I- W N -cc T INSTALL 8" P.V.C. (SDR35) SEWER MAIN cn CN r- Q, 0 _j 31 Zn 0) + to 00 < to _j WIDEN EXISTING CART PATH If �q + < to < 00 zil't < 299 w + w /\ _W_iT;HR CONCRETE TO 10' MIN. P me + w 0 >- 0 < 4 CONSTRUCT 4" P.V.C. SEWER LATERAL PER CITY OF ATASCADERO STD. 603 0 (on CC C4 Lo < N N .4"N --J N < %,% .< I- &" n 1.w_� 'm r _j I < V_ Y- Ir . _j - _j 00 N N N 27 19� < + < En CONSTRUCT SEWER CLEANOUT PER CITY OF ATASCADERO STD. 605 44 Cn (n in cn�<u) 884.00 RIM v vj QF45 N < 1 1-- INQ cn cn cn cn cf) (1_1� CONSTRUCT SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 Ig 875.64 INV. OUT gn: 875.84 INV. IN Cog 26 TO,§E ABANDONED 25 11� (n LL S E)qSMNG SAN.S�EWER S S __, 0 ,+) / 24 &)0 *%: . m 18 CONSTRUCT SEWER DROP MANHOLE PER CITY OF ATASCADERO STD. 607 exam=& S 22 21 19 1 20 Ill CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STD. 504 1. PLUG ABANDONED PIPELINES WITH CONCRETE. STA. 20+60.92 9.221 T- S 23 _.,Lv I %. 2. REMOVE MANHOLE FRAMES AND COVERS AND 6 11', S TING R TmENT FAC STD. S.D.M.H. EXIS SAN. SEWE ILITY. 12 LBE ABANDOJ -0 114" S - :_ L_ le DELIVER To CITY WASTEWATER TREA 881.40 RIM S S _ S _ \ % ST. S.S. MANHOLE 3. FILL ABANDONED MANHOLES WITH SAND AND 876.73 2e INV, IN S.S.M.H. CONCRETE SLURRY. 877.23 18-. INV. IN STA. 20+79-81 6' 4.10 EX. RIM 8 3.5 ± RIM 76.10 EX. INV. 876.63 24 INV. OUT STD. S.S.M.H. #4 1. PLUG ABANDONED PIPELINES WITH CONCRETE. 86�20 INV. IN 881.27 RIM RS AND 86 0 + EX. INV. 873.48 INV. IN 2. REMOVE MANHOLE FRAMES AND COVE 872.66 INV. IN DELIVER TO CITY WASTEWATER TREATMENT FACILITY. 872.46 INV. 0 T 3. FILL ABANDONED MANHOLES WITH SAND AND CONCRETE SLURRY. U ALLO PAS E 0"" D E C AlmiL) FOR SURFACE IMPROVEMENT PLAN SEE SHEET No. 8 0 40 FEET 80 1 inch 40 ............ .............. .............. 8 00 19+ 17400 00 20+00 21+00 22+00 23+00 24+00 25+00 .............. ............. .............. --------------- .............. ........................ ........................... ...... ............ ----------- 920------------- ............. ............... ....... ........... ....... ........................j--_---'--- ......... ........... ........... 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E N G I N E E R S 'i,R­­"'�',""_0 .......... ............ -------- (0 P L A N N E R S 0 CITY 0 F ATASCADERO, C A HORIZ.: 1 40 L-S Z ............ ........... ,­.......... ........ ....... .......... S U R V E Y 0 R S Q0 VERT. 1 8P z Jq 2/98 0 6 y1"12- .......... 364 Pacific Street JOHN R. FALKENSTIEN RCE 33760 EXP 6-30-98 DATE Son Luis Obispo, CA 93401 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: ........... (805) 544-7407 0 .......... ------ FJC JGZ/FJC JRF 960413 1 40 12A OF 21 FILENAME: UNDSHTS.DWG\SHT-12 0 0 1 C; N 7 -Eq PASEO DE CABALLO PASEO D CABALLO SEE SHEET N o. 11 >B /-10PE S.D. f t SEE SHEET No. 12 71 § 17 S to N $ R-TA. 12+00 \ aS LATERAL g 908.00 ` I I D. INV. �� � ...- "'" s 47910.5 Ta N S x� ( + m'(80 CL DRAIN INLET 7 CL DRAIN INLET 19 (n S M 878.30 TC 875.00 TG v�N STA. 12+10.00--6 LT. � �. 1 --- ?'1 72 \ STD. S.S.M.H. #12 - ` .33 INV. 869.14 INV. I CL DRAIN INLET 7isI t nn 910.16 RIM 904.00 INV. 905.70 TC > -4- + X s - CL DRAIN INLET N 22 08 29 W ®o 7 897.00 INV. IN W o ' ' c� S o. 909.15 TC s 891.30 INV. OUT •2610 S•p• -1 STA 11+02.83-9 LT. � � STA. 12+04 35 ' = a 902.45 INV. `''� 1$' MpP F ©® 11 STD. S.S.M.H. #8 �, SS LATERAL COL •v 907.22 RIM u r $" ��� �..� . '°`� . ,� °_ "'" N 9'26 1 N 7 1.F ..' W � r z,' w �o. STA. 13+93.00 ®<[ LF-18 HDPE S.D. _ o v 901.20 INV. IN 7 0� 5 L 18 PE S. ~ e�P a 901. 0 ANx OU-F- '' �""'�`'- �a A�(N INLET ` � c I <t 'r`' -----Q r�? STA. 12+32.95 t 00 CIL vv . . 6'06"E '7 ``~- rV 925.50 TC ` + ® s w `n o0 80 = v� M 68 4 w �ILET 918.40 INV. co ., _ __.. p cn> .. n z �' .... 05.92' 911.70 TC 905.50 NV. 162 LF ` --.._ 2 CL DRAIN INLET S 0 I �o ? Cv) 1t+ g D D. �o ""--..._._ s ___ z `-- 880.17 TC N► L �� oo ° °„_- _'�- �W ' ,�� 873.05 1 N V. w CU 0 IN 0 WOO 9.73 PASEO DE VACA c -f' ®,off `,n w $ +00 w STA: 15+21.60 PASEO DE CA _ - - LA ESPUELA C PASEO D CABALLO rn 38 1 G -- -- ` 902'001 �` ``-� ._ SEE SHEET No. 14 SEE SHEET No. 12 INV. , c \ C` a 9 37 v ` ` r j w \ \ "ry V) 00 d $ + t O Q 39 _ o ` o (,j �j � � � STORM DRAIN 0 4Q FEET 80' 1 o 5 4 3 2 1 S \® \ STA. 15+68.43 7 1 inch = 40' � CL DRAIN INLET36 y 1944.00 TC sm 940.00 INV. REATA WAY NOTES SEE SHEET No. 14 0 INSTALL P.V.C., C--900, CLASS 150 WATER MAIN ® CONSTRUCT 1" WATER SERVICE ASSEMBLY PER AMWC STANDARDS ® CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER AMWC STANDARDS , - ® CONSTRUCT GATE VALVE, BOX & ANCHOR PER AMWC STANDARDS INSTALL H.D.P.E. STORM DRAIN 2� © CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STD. 501 -Iff-j"" 'F"i VACA No. C33760 ® CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STD. 502 FOR SURFACE IMPROVEMENT PLAN SEE SHEET No. 9 Exp.6/30/02 . . ® INSTALL 8" P.V.C. (SDR35) SEWER MAIN '} ® CONSTRUCT 4" P.V.C. SEWER LATERAL PER CITY OF ATASCADERO STD. 603 0 40 FEET so RECORD D R A WI N.G S 10 CONSTRUCT SEWER CLEANOUT PER CITY OF ATASCADERO STD. 605 Gannon Assoclat�s O THESE DRAWINGS HAVE INFORMATION SHOWN WHICH IN PART HAS BEEN PROVIDED BY OTHERS. 1 inch = 40 NO WARRANTY IS MADE OR IMPLIED A !TO THE ACCURACY OF THIS INFORMATION. INDEPENDENT 11 CONSTRUCT SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 VERIF ON OULD BE ADE P TO FUTURE SE. "7 12 CONSTRUCT SEWER DROP MANHOLE PER CITY OF ATASCADERO STD. 607 JOH LKENSTIEN RCE 33760 DATE EX 6-3'0-02 13 CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STD. 504 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 _ 12+00 13+00 - - - - Q 920 - 920 960 , I I I 960 -_ _ ...�.. o i cl 1 950 I I i I I I a 950 �-- -�- -� -- [ I I - - ---- --- » 3 1 i i � I �' i I -7- . -- -- --� _ - - _- -- 900 I .0 900 EXI TIN G OU D T L 99. I 940 940 -- i ! ._- i � I { _ - 890 G z 890 ._ n I 930 930 W CE TER INE PR FIL .ai ; �- I P Q -I � o_ W I € I o Z I \'01000 -IAC A\[ 880 W 880 o ._ Z I , i E I I ; I I I E ? f E O (•.. I -' •0 i �- 870 X870 8 r 910 '` �--0 .I O _ _ C -� z i - SCALE: I s 5� I ;� i .. .. VERT. 1 -- 8CQ - R, P I 860 860 900 1 i I _ I REVISIONS CD NO. BY DATE DESCRIPTION TRACT 1831 CD i ROFES$op �; __ SCALE: _ - - -- --; - - ---- A c� A� T r ���' ��� "ST ���, PASEO DE VACA -- UNDERGROUND Cn H®RIZ.: 1 "=4®' C� A Q! VTN VI �� m 890 I VERT. 1 " 8' ENGIN E E R S * N0. 33760 * CITY, OF ATASCADERO, CA V � I � � ! j � � ( PLANNERS 1 1 i I EXP. 6-30--98 -_ SURVEY 0 R S s CIVIL co 06/22/98 I ! ? r r i I i i 364 Pacific Street Q- ` I I I I I I I San Luis Obispo, CA 93401 'C�� 6, ~~ - ' -- -- - - - - _ _- I i I -- -- - (goy) 544-740 F Ofi GAri�Fo� JOHN R,FALKENSTIEN RCE 33760 EXP 6-30-98 DATE DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CD FJC JGZ/FJC JRF 960413 1" = 40' 13 of 21 Cl- FILENAME: UNDSHTS.DWG\SHT-13 PASEO DE VACA LA ESPUELA COURT PASEO DE CABALLO REATA WAY SEE SHEET No. 13 SEE THIS SHEET RIGHT SEE SHEET No. 12 SEE THIS SHEET LEFT __j STA. 13+64.27-6" LT. Cc 5)7 co 5 STD. S.S.M.H. #4 Cb 881.27 RIM C14 m A %w _j 7 ft 872.66 INV. IN 1 (0 3 + 872.46 INV. OUT 4 .e 'Ne 50f < + X co �S A. 12+25.79-17.9 L F= Ic"I Is S.S.M.H. #14 Cn �0; + DRAIN INLE (n V) cly 892.41 RIM 7 (n jJ00 n Y= 8 Cv %fj 0)0) V_ < STA. 12+18.28 REATA WA M185.00 INV. IN 81.10 TC up + IV) V) COURT\ 84.80 INV. 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ASSEMBLY-I f, S :D Zo INSTALL P.V.C., C-900, CLASS 150 WATER MAIN 0 W FS C:) CONSTRUCT 1" WATER SERVICE ASSEMBLY PER AMWC STANDARDS CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER AMWC STANDARDS C4 P I LA ESPUELA COURT CONSTRUCT GATE VALVE, BOX & ANCHOR PER AMWC STANDARDS FOR SURFACE IMPROVEMENT PLAN SEE SHEET No. 10 PASEO DE VACA PASEO DE CABALLO SEE SHEET No., 13 SEE SHEET No. 12 INSTALL H.D.P.E. STORM DRAIN CONSTRUCT STORM DRAIN MANHOLE PER CITY OF ATASCADERO STD. 501 CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STD. 502 0 40 FEET WA`17" nkjAmA INSTALL 8" P.V.C. (SDR35) SEWER MAIN FOR SURFACE IMPROVEMENT PLAN SEE SHEET No. 10 0 40 FEET 80 CONSTRUCT 4" P.V.C. 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TRACT BOUNDARY PROPERTY LINE RIGHT—OF-WAY CURB lEd I I Ell 30" MIN. / `-' S BACK OF CURB LlI III a � SIDEWALK 9A I 6 ,^ ` 15' SAN. SEWER (/ EASEMENT EASEMENT { (NATER MAIN 8" W _ S � SAND ���• •• •• 12" MIN. � 17 SANITARY SEWER 8" S FILL .6"�`�:TY-Pv�-;: I T S �°" ( M S DRAIN oRM ;Q .. .. 0 ,� sv ) EXIST. WATER LINE 8" W .rte ® ( 10 EXIST. SAN. SEWER 8" S / cn EXIST. GAS — — G — c PACIFIC BELL TELEPHONE PG&E PRIMARY GAS MAIN c c ® © SONIC CABLE T.V. / W � S.S. MANHOLE PG&E SECONDARY OR SERVICE �"°" S.S. LATERAL \ S ' / 2 WATER SERVICE W Isv -- -- ® �►s 5E C T1 0 bi � � � WATER VALVE °'' 15 -' JOINT TRENf FIRE HYDRANT ' �Sl 21 N.T.S. 3 STREET LIGHT > I GAS LATERAL c JOINT UTILITIES UTIL ' I Sv � Sv UTILITY SERVICE Sv ' r PG&E BOX 91422� I Iw. I R � M I PG&E ELECTROLIER ' 00 L�. z:) S.D. MANHOLE O00000 f AIR RELEASE VALVE 0 ARV .0000 I IN /S 13 23 ..� TIL Is o' a ---_ U �L� V I p 5s I12 I iQ I 24 Q. / wZ I S 6 �. 0 11 25 40 7 Ist S 10 SCl) � x ' 00 1. 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DATE TRACT 1831 CDr --' --G ®- Exp. 6/30/02 pROFESS/0�V NO. BY DATE DESCRIPTION . �--'-G .�' `��q Ctvl� � ACREEL DATE 5 0 C II A T E 5 ��`� sT Fti� COMPOSITE UTILITY FLAN RECORD DRAWINGS � ENGINEERS Y CADERO, Cannon Associates S THERM CALIFORNIA GAS COMPANY DATE N®. 33760I T AT C r� / � 111101 P L A N N E R S � ' G✓ ' THESE DRA (NGS HA INFORNY/A710N 5 WN WHI IN PART HAS BEEN PROVIDED BY OTHERS. •. "~ o — NO WA,RRAiN1TY IS M D, OR ,IMPLIED AS 70T4�ACCURACY OF THIS INFORMATION. INDEPENDENT S U R V E Y O R S EXP. 6--30--98 CD / VERIFIPATI N SHOULD 'BE MA;E PRIG, , FUTURE USE. I LJ ,.,, G �-' ' i, FAL CABLE DAT `7 364 Pacific Street s'�� CIVIL `Q. 04/02/98 LO � .-- ,j 1 ( San L(805)bi544'70793401 TF OFF CAL4fo�� JOH R. FALKENSTIEN RCE 33760 EXP 6-30-98 DATE 7: ES N 6-3o-02 Rc a D EXDESI NED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: Ex S s-3 -o .. .-- .-- "" ATASCADERO MUTUA WATER COMPANY DATE FJC FJC JRF 960413 1" = 50' 15 of 21 a- FILENAME RB-UTILI.DWG\SHT15 NOTES ,�,r -- _� �� k= ,%`' ` - "�m�~✓ q CONSTRUCT DRIVEWAY, 20' THROAT PER CITY OF ATASCADERO STD. 423 No® r"''JJ` ,o�'I i'`� --`""„.,,.... ✓^'"rM,,,. ff .,.,.•,. ,w.... v- �_-_- -- _ - ^._.r ,LL µ m �o�• 1x >F`� .�.,,_� K r _w- CONSTRUCT 6 AC DIKE PER CITY OF ATASCADERO STD. 418 M„r'' fir•"` ..,:vS.. .....::...:.y..�fz'�:'+, '^-,.,.... O' s J` wry^' ,,.- •,•+.,. , J` ✓ �ys ux::•:.'.:�:�:::�.::::::':=,:::i� :.1^<...:+!.'9r..r t:a. ..:..:..... .. _n...:.,.�. 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STREET MONUMENT PER CITY OF ATASCADERO STD. 426 10 "Q, CII _ CONSTRUCT 6f CURB & 18» GUTTER PER CITY OF ATASCADERO STD. 418 ..:....... ^-.�_� r�ff 1 CONSTRUCT 5' SIDEWALK PER CITY OF ATASCADERO STD. 419 _ 139..--- ...:::.........: ., . ..J'•- r,•,....._ .-„'• yam...•-"'• 8,0000 CONSTRUCT HANDICAP RAMP PER CAL TRANS STD. NSP—A88 CASE "C" CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF ATASCADERO STD. 511 1 Q 9+00 Ld LjLj`� r', ter'" �,✓' m.:m'._..._.__.^ ,.+r` J � � ,<11j 1" LLJ �� __ fT/�j e,�) "_,.,,..,w,.. ^` ("t+.���r Ff a r� Jj� rJ ///'' •-�..•.'.' '^^..,.-'.,.�. J 97J 82 2 20 _ ^ ,� x' 2.5" MIN. TYPE C MD"E "ff R%0 A 1r _-`'F, \ "B" A.C. (TY?.) EXISTING AT L 'T U U R 0 0% A I VARIES 6" A.C. DIKE 6" MIN. CL. II AGG. 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I I I San Luis Obispo, CA 93401 '9,° — — i P C� DATE 4 JOHN FALKENSTIEN RCE 33760 EXP 6 30 98 ---�--------�.______�.______�___�.,-_� _------.- ----_-_---__�____. ____ _.�-.... __. ._.� ---_-_- ___�.-____-_ _____�______�_..___._t______.�__..___ � ___. -------. __�_..__._�.,___-__. ____.-�.___.__�- _,I__ ,_� . _ __ I � (805) 544-7407 ®F CA1..1F DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: t JRF/FJC FJC JRF 960413 1" 20' 16 of 21 FILENAME OS—PIP3..DWG\SHT16 LLJ a- n Uj pe) a. 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BRASSCAP TAGGED L.S. 5139 ,()Iz S' - -----------........... STA. 13+32.50 4P............. . . ........................ ............................V) w LO ............................................... ....... .......................................................... . ............................ ......oo 4. .................. BERM .......... ............................ ............ ............... G CXjs7lNG............ ........................................................................................................... .... ........................................................ .................................... ............ ................ ... .......... .................................... ............................ NOTES ............. ......... 0. ........ CONSTRUCT DRIVEWAY, 20' THROAT PER CITY OF ATASCADERO STD. 423 Hall PA R/W R/W PP 5' OFFER OF_ 40'949-2 RIM DEDICATION CONSTRUCT 6" AC DIKE PER CITY OF ATASCADERO STD. 418 sill E m......& D 0 A CA IE L 18' UTTER PER CITY OF ATASCADERO STD. 421 & 422 0 z wv INSTALL STREET SIGN W/STOP SIGN PER CITY OF ATASCADERO STD. 427 Lli E---4w STA. 10+00.92 30* TAPER 2.5" MIN. TYPE CONSTRUCT SIDEWALK UNDERDRAIN PER -B" A.C. (TYP.) EXISTING PER CITY OF ATASCADERO STD. 510 CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STD. 502 bi WITH STEEL COVER 2' x 5 3/4" 2%Uj VARIES Cn PROVIDE NEW PAVING STRUCTURAL SECTION (SEE STREET SECTION) P.C.C. SIDEWALK CONSTRUCT STD. STREET MONUMENT PER CITY OF ATASCADERO STD. 426 TYPE "A" CURB CONSTRUCT 6 CURB & 18" GUTTER PER CITY OF ATASCADERO STD, 418 AND GUTTER 8" MIN. CL. 11 AGG. BASE CONSTRUCT 5 SIDEWALK PER CITY OF ATASCADERO STD. 419 all 1L.ill VIST CONSTRUCT HANDICAP RAMP PER CAL TRANS STD. NSP—A88, CASE "C' 0 20 40 80 L R 0 A D S E C T I 0 N A mmmmmm_ NOT TO SCALE RSIDEWALK DRAIN PER CITY OF ATASCADERO STD. 511 1 INCH 20 FEET ACTUAL STRUCTURAL SECTION SHALL BE DETERMINED BY A TRAFFIC INDEX OF 5 AND THE R-VALUE E TIME OF CONSTRUCT`ION 10+00 11 +00 12+00 13+00 14+00 15+00 960 I0 L L6 1 S 01.32-70.f + so—T— 0) T PVI �TA. 2+02.9 LLI j 12+ ��9+ -------------01 0 C14 0-,,A Al v, EL I -------------0 Lo�i ++ 0 T ----------- -v 7 T- 0 V) L 50.00' VC1__j--------I 940 +------------ ---------- -------__j I930 Im V) 0 m VC :1 017 cl FILE P\l ELEV. �m II920 1 1 10 EXIS NG GROUNO A� TOP Or; CQRE_-j + 0i LO t �7.-,3 < to Lei + 'T---------- 91 0 cc --S A -------- rin IL C L%P --i - i v- —PR I -----------------Cu X-GUMR FLq /LI�E------ VEF T 900 F co I -----------IREVISIONS NO. BY DATE DESCRIPTION ------- ;kOFESStC)ITRACT 1831 OFFSITE IMPROVEMENT PLANS on 890 ELCORTE ROAD A C A T E 5�-' U 4� U wl IN E N G I N E E R S annon Aa;ancinjes NO. 33760 C17Y OF C-) TASCADERO, CA I TH m MINCS H N kTIOt IN Wl­��Wlq PAf T HAS BEI N PROVIDED BY!OTHERS.RR,INTY IS M ON U�E.=RIE�AG-Cl RAM--OF- ------ V xwl �-414 EXP. 6-30-0sa E PR FUTUIRE UD 04/06/9-8- Ico San Luis Obispo, CA 93401 m 364 Pacific Street CIML i JOR 'FP'AL(ENSTEN J0 ALKENSTIEN RCE 33760 EXP 6-30-98 DATE -02 E L3376� (805) 544-7407 CAQV 880 ' txp :)F* 72 b-30 DESINED BY: DRAWN BY: CHECKED BY: JO SCALE: SHEET: D C) JRF/FJC FJC JRF 960413 1 20' 17 OF 21 FILENAME OS-PIP3.DWG\SHT17 uj q- 0) 0 05 'PASE0 DE VACA 4, PQWFR P01_F__.. SEE SHEET No. 9 U/VDEP, OROU/V,0 U7W_JT1,_FS 7 0 IVO P,r1l _j Cn _j Cn Cn 0 W w 902.48 _j Cn _j (n W m 441 C.) a. 1* - 0 LLI O_ cq CL 4.OX TC o- 0. m CL CL 00 0- n INV%; 00 4 4�.CCO)XX N CL 00 _- 0 11 SOO " ()) 0- 6 _- 00 C3 1* 0 --% DRAINAGE EASEMENT CD 904.97 V_ N m C14 0 + + m + u') + 0 (0 to (j + 9j T_ to 0)2 0) 0 4 TC 0) 00 + Mm STA&46 00 00 + 00 a v- n 0 STA. 21+22.83 - 29 LT. V) X 04 04 + 88A.90 T + CD d 0 NG,,00)WR/401le I %_ to 8 4.W I L 3-36" HDPE STORM DRAINS A-0,x V) 04 Cn C*4 B R 0 (n 04 + NTH FLARED ENDS 5.0x + (n 04 Cn N 00 r J-0or U) 04 00, 1 Ar 880.05 INV. OUTLET ce X E0 B V) loc" 5 (1/ - P till%, V) ......... 0 I AW LOW POINT-PROMA ...... ///17 CONC., OVERSIDE DRAIN e0p .7 STA. + M,14, 1 5R T MET AO* -7�- �ER 15 R\MCE R.9 it A _WO �,�v6,� "Alp STA. 21+30. _REM 86 17.5'RT TO_+_8-6�!'_�23PRC 'ABANDONED BY"AM 884.81 TD 884.31 AC ���-1�20+00 6 11=4m�mm�v000l�l;i ii� z 1 +0 S S ------- cly S S S 16+00 q§ SSMH 884.2 RIM SSMH 884.1 RIM FILli-L __�C4 LIA RAISE TO GRADE & LO SIA. 20+65.36 BC SSMH 884�1 RIM STA. 21+60.92 17.2'RT F Of .08 TD 884.58 AC 0, a �01, uj % A A Z& C7 0 LAI owl- IGM -1 REE tl 5.55 C 16.5"R T TI , T S 884.6 TD 884.1 jp SSCO\� VERSIEWL,, Gm D IN GM PER CALTRANS S EXISTING 36" CMP DWY MARKMS TO BEREMOVED A`/GUARD POSTS GUY STA. 21+96.08 11B.2'RT id 885.43 TD 884.93 AC PA R/W R/W x STA. 21+56.63 28 RT. 4QR 5' OFFER OF N 0 T E; 3-36" HDPE STORM DRAINS 60 L.F. 36" CMP DEDICATION WITH FLARED ENDS wl ch WITH FLARED ENDS CONSTRUCT DRIVEWAY, 20' THROAT PER CITY OF ATASCADERO STD. 423 gal t 880.50 INV. INLET,!t, CA loom! 00! A'lw J 5v 18' \0 JL x0 L '0 CONSTRUCT 6" AC DIKE PER CITY OF ATASCADERO STD. 418 9< C> ; STA. 21+96.08 EL CORTE ROAD CURVE TABLE 2.5" MIN. TYPE Lr- CONSTRUCT CROSS GUTTER PER CITY OF ATASCADERO STD. 421 & 422 "B" A.C. (TYP.) OVERLAY SAWCUT & MATCH EXIST. PA\ANG U3 EXISTING PAViW, CURVE RADIUS LENGTH A DESCRIPTION 2% INSTALL STREET SIGN W/STOP SIGN PER CITY OF ATASCADERO STD. 427 Cl 3 0' 44.48' 84"5644" FL VARIES STA. 22+13.78 PRC U5CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STD. 502 C2 30' 49.49' 94*30'54" FL EL CORTE ROAD C3 57' 22.08' 22*11'30" FL SAWCUT AT CENTERLINE SrA. 22 P.C.C. SIDEWALK PROVIDE NEW PAVING STRUC11JRAL SECTION (SEE STREET SECTION) C4 78' 202.91' 149"03'04" FL 7� 9.7j &C C5 57' FL TYPE "A" CURB OAD CONSTRUCT STD. STREET MONUMENT PER CITY OF ATASCADERO STD. 426 22.00' 22006'34" AND GUTTER 8" MIN. CL. 11 AGG. BASE C6 75' 20.87' 15*56'33" CL V C7 55' 127.55' 13205225" CL CONSTRUCT 6" CURB & 18" GUTTER PER CITY OF ATASCADERO STD. 418 STA. EQUATION STA. 22+53.11 EC EL CORTE C8 75' 15.95' 1210'53" CL 1 0 20 40 80 RXr)A ID S E r"I"" N fjL 0 R T E" )) A)) _k­ ull, u CONSTRUCT 5" SIDEWALK PER CITY OF ATASCADERO STD. 419 ------ STA. 15+66.16 BC LA LINIA 886.12 T.C. 1 INCH = 20 FEET NOT TO SCALE CONSTRUCT HANDICAP RAMP PER CAL TRANS STD. NSP-A88, CASE -C ACTUAL STRUCTURAL SEC11ON SHALL BE DETERMINED BY A TRAFFIC INDEX UO % j CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF ATASCADERO STD. 511 OF 5 AND THE R-VALUE OF THE SUBGRADE AT THE 11ME OF CONSTRUCTION .2' 8/lqCi�RE T,6 WAU LA LINIA A 19 J_j SEE SHEET No. 19 0 16+00 0 19+00 17+00 11611.68 V.C.1 J, C C4 202 5 'j 22.00 0 139.51 ........... ---------- 80..' Jim �b INV 'OUT ET to im 3 36" DPE", S. Is w 00 0 I co _j 00........ ...... ............ �888.......... ------------ ...... V) ...... ---------- -Z 45,%o, ...... ........ ----------- 8 7 876, RIP-RAP! DISSIPATOR� �RAP DItSIP000 RANS­-SD.'l 7,2­.� ............. ..... FACING GRAD ATION OVER 81 U) 34 + 0 1� -----_------------ ------ -------- FILTER-, FAB RIC. ftTH( D VIENT) x OF nQ _lEEI P5 Lai + m 0) 6 _R T-------------- --------- OD N m R PRO F < ............. ........... .................. --------- ................... 4 JL0_-N- C4t" 'CHAN ,,, EL ------ ......... �OTQ ----------- ......... Cl C. ......... .77 ........... 01 .............. ....... ........."I"..,.-,,.,"-..,-,-,,,,-,-,,,,--,- 4 ...... -------­-- LEVV.- _903 STING,,-,CEN TOP OF CURB )PROFILEt 03 22'08' ........... ------ .... ......... ............. ........... R + M .......... 0) -------------------- ............ C2 ' + C) 1 0 0 ........... .......... 00 .............F 0 Cq + + 0): L C4 CO ul 00 0 + Lq ? 1 0 C4 '91 910 7 Ir- 0 m 00 00 Z71u, �11 1 OD i 00 890 < ------------ .......... ............. -00 .................. ...... .......... ----------- 'C4 �00 ul ---------- ............. ............ in Im ................... ........... ........... .......... ....... Cb 00, OR WE ............. + H' IZ.: � l =20 ']R- F IL_ E --- ------------ ............. ............... ......... ....... 0 7;.03 VER 1 8 ----------- ....................... .............--------------.............. ......... ........... ...... ................. ---------- .......... T < e"i P%� RIM A�.A 9 -7 880 '176 N i o. G3 ----------- ------- ........ t 4 Ev. 6,fi, .......................... IC LAB 'RET 1W PI DPILE� a n on� URN �P i S. CO RB RE. S R8 N civi RN; -------------- .......... ............. .............. ................ ........ ........ ........... ------ ........... .......... .......... ............ ............ ........... 85 T ?OVID�D B+ OTH HEISE D�AWJN6 H VE I�FO A S H N HAS BOEN ........... ----------- 0 T C-5 20Z7' 1 UF C OF IHIS-JNF AS A CY -,COR- �NqEPE NDEN� PlA EO ............ i.#17 rk ----------- i 1 N JOH��LKENSTIEN RCE 33q76T DATE ..........--------------- ...... ------........... ---------- ---------- XP 6-30-02 00 ........... IN 'S CO! 0) P, E 00 i + 00 0 C4 .......--- (0i Cq N Cq 00 Ix + + Cn i + 0 OD i + 00 + Im REVISIONS + 00 N 00 ......C4 ............ 04 Lo w 0, ...... ............... "'i..........�+ 1-- - ir, _", , ­­­­ Cq L6 LAN IN 00 NO. BY DATE DESCRIPTION 00 to 00 in 00 :Ssl C* TRACT 1831 OFFSI TE IMPROVEMENT P 00 ........... < .............. ............. ch to 00, in % I GRJ 1/99 CULVERT INVERTS 00 Cn cn� in r 06;-A. En E L CORTE ROAD A C ATES F CURB & C.L. 1.�7X ................ .......... ............... 8-8-4, E N G I N E E R S 0,/ ........ NO. 33760 ........ CITY OF ATASCADERO, CA .......... ...... ........... ........... ....... ...... -0+00------- -21+GO- 2+OG .......... EXP. 6-30-02 T r T em ............. ........... DATE ........................... 1364 Pacific Street CI\AL Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN RCE 33760 EXP 6-30-02 DATE ------ LI (805) 544-7407 CAL DESIGNED BY: Y: CHECKED BY: JOB NUMBER SCALE: SHEET: JRF 960413 1 20' 18A OF 21 yu-jaw. C4 -F CURVE RADIUS LENGTH DELTA C9 30.00' 50.10' 95'40'41" C10 30.00' 27.72' 52`56'38" / C11 147.26' 125.55' 48°50'56" C12 160.26' 136.65' 48'51'16" ,�. C13 173.26' 52.94' 17°30'27" C14 30.00' 50.61' 96'39'22" C15 30.00' 23.68' 45`13'01'° /GAY C16 173.26' 16.27' 05'22'51>' STA. 10+20.65-45.97' LT C17 173.00; 118.44; 39013�30�� 24" PINE /'� ' ` BCR - 8 .40 TD C18 160.00 i 09.54 39 13 30 �o C19 147.00' 100.64' 39`13'30" PLACE LEVELING COURSE AND .� t!' OVERLAY EXISTING PAVING 1.5" MIN. ® � \ <" �jv'k REGRADE SWALE TO DRAIN AS SHOWN o LINE S WALE k3 t�T T0/�'I WITH F'�'TD 1.2" wV gp c�• RIF' MP 9 �wojpp o © ADJUST EXISTING S.S. SSMH ` ' SIGN \ �°�� e��2G,��� cA�cs' RIM AS NECESSARY -_ 't ,e•�'� ------ 24 CM 00 y PLACE LEVELING COURSE AND :..:.:..:...........:.:...._.......,.:. .:.,...,�.�.�.:,.:.:.. ...:.:...:.:.:............. -r w 61 OVERLAY EXISTING PAVING 1.5 MIN. ...--`r _........................._............. ..........................................._.........._... _ -7 S ..... ................ ................................�""'�-�v"""`'w-sem, 1 --. ,, ADJUST EXISTING S.S. � -� ::: �",�,. 00 eon„C� ...� ca'X �+ .. .:�...��:::.'7� _�.'`,':,,.•r..::'+n+,.,., ..... �::..., RIM AS NECESSARY a:[;...:�'' ::"�. .:.;:.�'•''.:..rr : E:E.:. . W � tf a s' a t� CMP o ..:...:::.. ..:: .::. :. �. C• CUA' �.P PLACE CITY STD. wM . ; InEv�9?.50 \ O MONUMENT WELL (� Ld ..-:.': ``- LU -`\ WILLOW _n__.-- ��..:.. w ' 4 N R TA PINE . COC EC NGULA ,:.;.,..., HEADWALL �c1 `�•�,_ 3 PI EE 16"TREE " 0 ::::....- W `^. 4 W 1 W h - 6 E ; 6 PINI~ ,.-•'' � _........ :._ ..,., ,......:.,_.. ;.::.:;.;.;.: / .-•' V(/) -- - - ter-` - a� u . 4, 1 T19 41 •�. :.' ::;.:.:.:.::.:,:.::.:.:.:.:.:..:.:.::.:.:.::.:;:':.::.::.:..._:,:. ` .. \ �-�-. _ 4 .:.... - to L 90.73 �C vj U co Uj F4 E.® �`�-�`�-, W ----"``_ G - � ____- - - 'r- w u j •-q�p q cp m ST 11+07.62-- 17.42 RT. ..... w \ JV e Q C ro Nco STRUCT S.D. JUNCTION BOX ® ~�.. t , :. O �t 5.05 RIM :.:.:.:.:.:.:::.:.:.:.:.:.:.:.:.. :.:.:.:.:.:.:':.:.:.:;.:,:.:..::.. r 892.61 EX INV° 1N) --�" \ �• 89.08 IN V. IN :.. :.. - ....:::::..:.......;: -:::::::::: w_.. �, -s� 1 f/ SAC TF LV,4�L 889.00 INV. OUT `.. ::: :...:>:: .. -�':::.: .�:;::: :::: ::::. .::.;, ... r ...- ..-' .. v� � + tr ars U o SEE DETAIL SHEEo. 21 - _ W -- ::: �O L°F i-- :.:.:..::.:..:.::..:.::.::.:..:.::.:.....:.:...:.:.. �' .:'. ..:...:::::..... . c� v N ES x..::.: ........:.:,:. (51 v� :..........:...:.:..:.:..::..:.:.:.,::.:-:.:.:.:,:.: .:.;.. . F - SIJ P/pz s� w::�a:.:•"'.s€:;s:?..:.'::'' ;::';::::.....':.:.;.;.;:1:::;:_:•.;-:.'..;,.;.;.:::::r';''.;:.,';:' CIV) r CONSTRUCT DRIVEWAY, 20 THROAT PER CITY OF ATASCADERO STD. 423 40' o TREE TO BE REMOVED TYP ..., JA ':.....................................: OAKS W " 2 O" $$9.2 FL ''::::`:; ::.: " I /Uys TREES OVED TYI „ i FH CONSTRUCTION ® 24 CMP :: CONSTRUCT 6 AC DIKE PER CITY OF ATASCADERO STD. 418 (CONSTRUCTION)CL 4, (OAKS) : : " a a a a v �. STA. 12+63.80 CL D.I. 2 13 13 2 co v� ..�► 12.25 RT wv CONSTRUCT CROSS GUTTER PER CITY OF ATASCADERO STD. 421 & 422 E°•- . - " � o .,, 891.94 TC VARIES OVERLAY (1.5 MIN,) 886.90 INV. IN " j p t 886.82 INV. OUT INSTALL STREET SIGN W STOP SIGN PER CITY OF ATASCADERO STD. 427 6 A.C. BERM w cr cb Q SEE MODIFIED D.I. '_ DETAIL, SHEET No. 21 2.5 MIN. A.C. o N 4 tr' PAVING TYPE "B"' CONSTRUCT STORM DRAIN INLET PER CITY OF ATASCADERO STD. 502 e� STA. 12+67.97 BCR r to cse e �o k : � '3' e ep 2.07 2.0% �- o 891.89 TD 1 - �'• c�rw,07 STA. 12+90.92 - 48.61' RT {. PROVIDE NEW PAVING STRUCTURAL SECTION (SEE STREET SECTION) � °V14- rECR - 893.00 TD NOTE: r0 JoIN ex+s �' CONSTRUCT STD. STREET MONUMENT PER CITY OF ATASCADERO STD. 426 TREES LOCATED IN THE CONSTRUCTION ZONE THAT ARE NOT DESIGNATED 77 FOR REMOVAL SHALL BE PROTECTED BY A 4' TEMPORARY FENCE PLACED CONSTRUCT 6" CURB & 18" GUTTER PER CITY OF ATASCADERO STD. 418 8" MIN. CL. U AGG. BASE AROUND THE DRIPLINE PRIOR TO GRADING OPERATIONS. �� 0 20 40 80 CONSTRUCT 5' SIDEWALK PER CITY OF ATASCADERO STD. 419 ACTUAL STRUCTURAL SECTION SHALL BE DETERMINED BY A TRAFFIC INDEX6 L" AVErUE OF 6 AND THE R-VALUE OF THE SUBGRADE AT THE TIME OF CONSTRUCTION 1 INCH =20 FEET UOCONSTRUCT HANDICAP RAMP PER CAL TRANS STD. NSP--A88, CASE "c" A A L A L I.-I"N"'I A "ENUE S T"0"m"I Jf%-L T CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF ATASCADERO STD. 511 LA LINA A V E N U`E" hUl' UJN N.T.S. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 p x m P EEV -= 96. 2 p ® N - I i � . I_ e- _ f r� d o N R W MQ Ch c3i c�1T ® 04 O C� rio.00, VIN 01) 900 z + IA 11 f U V) + W ® 00 z� _ P E Ev - 92. 5 900 k c® i { z 1 � I v~i j ® a® o Y0 Qu P I E EV 91.10 P EEV &J4 -r---* V_ i ST LL k-WAV _ m _2 00 � as z a� GL 25 �,•� 3 � V � N � p e.... � uy d O Lf7 �E SI tt I I 8 ic, I + 00 + h + 00 _ m 44 Q(20=48 FS GL 25 _ w © _ I _ m car` 2 ' 36 H. (� cn N R 0 A/N - I = 5 FS GL 25 .Q..� FINISH SU FA E P OF LE o _ co x onn907 co r 00 Q 25 65 5 CFS � S = 1.7 1 s7.2s�Y � d F 3 " H D.P. TOR I o E ISTI G EN RL NE RO ILco E' I __ ` I ��-__J 1 Wr I - ' { _ _ ___ _ 5 CY25F-3: ROCK I _�. _ _. Can on Associates � _ � rn M _ THES DR WING HA E IN ORM ON SHO N WH CH I PA THA BE N PR VIDE BY OTHE 5. kk _ 4 � _ � NO ARR NTY MA 0 IED S T THE ACCO ACY OF IS i FOR ATIO IN EPE DENT E - �' T� q "" VERI I I N OUI PRIG T UTU I ow m 1 ^_ T T JOHN, ALKENSTIEN CE 760 D E I I EXPI ES 6-30-02 880 _ SCALE: i __ ' _ _ -- REVISIONS t--- � �` N BY DATE DESCRIPTION LA LI N I A AVENUE ® �' ' I I _ I - ®FES ' _ V _ HORIZ.: 1 "=20' - l _ - __ _ - _ armoo p FAF "�� 0 m I I VERT. . 1 = 4 MI - r I - I - - - - - - S� � ".J TRACT 1831 OFFSITE IMPROVEMENT PLANS I � I -1 1 I A � C� A T E S � , H Ll ENGINEERS � - - PLANNERS 3 � � CITY OF ATASCADERO, CA i S U R V E Y 0 R S EXP. 6-30-9180 _ C _�_ _--�- - C �' -- I - -- 3 -�- - -- 364 Pacific Street CIVIL 04/06 98 P } --- --�- San Luis 805 b'S44-740793401 �F of LeFo``��` JOHN FALKENSTIEN RCE 33760 EXP 6-30-98 DATE ( ) CA DESIGN D BY: DRAWN 7:ECKED BY: JOB NUMBER SCALE: SHEET: rT- fCD L-t i i FJC/KJC FJCJRF 960413 1 = 20 19 of 21 � I FILENAME OS-PIP3.DWG/SHT19 REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS _ REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 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 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 1/2" R. COVER LETTERED 2-1/401 "MONUMENT" OR "SURVEY" BURNISH ENTIRE 6°' 1-1/2" 1/2" - FILLER SIGN JOINT (4) #4 CONTINUOUS -t , , , TOP SURFACE VARIES 1/2" RAD. 3/4" RAD. (3) 1/2" 0 SMOOTH DOWELS �P 1 1/4" � � �� � ,,���� , � � , 1�8„ 1 4" �� / A 0.70 x C.F. RADIUS �� / � � " � � N EXPANSION JOINT c•�°� COVER BOTTOM NO SCALE lss�,,;f; .091 6 — LOr lNES� - ) , LO _ — -^�-- --*°- 13-3/4" COMMERCIAL RED�� A/ / SIGN DETAIL w, -�.. A BRASS CAST IN SAND. " PAVEMENT 3" 5" 3» I�T ., , 16 a I- RqM RETE LEAVE ROUGH. 2 1/4" Z WIDTH TO ''' ,� STANDARD 12" 36"COMM !qL Mi ASPHALCONC n g THIS POINT 10" wi # 4 C� 4'- " O.C. A EXPANSION N i6 MAX s d6" 1/2" EXPANSION (JOINT MATERIAL JOINTS R SIDEN_nAL MIN i I 35 / A I 2• MqX D / 344" DIA. PAVEMENT 20 !KE `` ANCHOR OR N N lo STRUQTURE 00N, A.C. TYPE B #4 0 18" O.C. 3" CLEAR � i� � PIN, TYP. {•-� BACKFILL STRUCTURE CLASS !! ACG. J'` 7�r� \ �`�---� PLACES.THREE 1 1/4 O O O / E FRONT FRONT ACKILc BAS , .�, , CAP SECTION PAST-TO—SIGN SIGN—T-0—SIGN TYPE C A.G. DIKE NOTE: PERSPECTIVE VIEW 1 R SETTING THE MONUMENT SHALL INDICATE EXACT ENGINEER OR UPOINTBY MARKING A CROSS ON THE CAP. PAVEMENT WIDTH MEASURED TO THIS POINT z NO SCALE HE SHALL ALSO STAMP HIS LICENSE TYPE & NUMBER. 5' 6" 11-1/2" 18" NOTE STD. EXPANSION JOINT 2. MONUMENT WELL TO BE BROOKS PRODUCTS No. 4TT OR " > EXPANSION JOINTS EQUAL. 1 2 � SHALL BE PLACED ISOMETRIC 3" 3 4" RAD. I i.+_ AT 25' INTERVALS, 6 / 1/4" I� AT ENDS of ALL ASSEMBLY DETAIL » �--- CURB RETURNS, AND 3" EACH SIDE OF DRIVE- VARIABLE I » WAY DEPRESSIONS. A LETTERS DEPRESSED 3 6N 1/2 RAD. 1.•...3/4" THE INTERVALS --� 1/32 DEEP U CUT / \ BETWEEN EXPANSION 2" MIN, TYPE "B" AFTER BURNISHING. 1/2" 0 x 18" 14" -�-- JOINTS SHALL VARY 3' 3' 3' 3' A.C. SURFACE 6' SEE DWG. NO. 418 RISER RING TO ALLOW MATCHING s NOTES: GREASED SMOOTH _2%�„ FOR DIKE DETAILS NO SCALE z EX JOINTS ADJACENT A.C. PAVING 1. SIGN BLADES TO BE EXTRUDED ALUMINUM, DOWEL OR #4 ' ' � ,, • ,. ,, '` •�., . •� �� �• 4 EXISTING IMPROVE- 4� REBAR W SLEEVE STRUCTURE CK1ild_L. ( 7" 13-3/4" ( 7" C A AT ALL EXPANSION MENTS. '..: ;: :: 00 T PAVEMENT $ D 6063-T6 ALLOY, DEGREASED AND ETCHED P �,P WITH GREEN SCOTCHLITE APPLIED TO BOTH 7 MIN. 0 JOINTS AND PROJECT SECTION 6" MIN. CLASS 11 AGG. BASE :.::: P O SURFACES. SIDEWALK INSTL. 2" STD. CONSTRUCTION JOINTS. TYPE A 4 4 EQUALLY SPACED y: O # :_�:�:�; :.: � ::�•-�°' � (WHERE REQUIRED) GALV. 3 CLEAR #4 4-0 O.C. 2. POST-TO-SIGN BRAKET TO BE DIE-CAST, IRON " 360 ALLOY WITH TWO ANGLED GUSSETS » PIPE 8 DIA. EACH SIDE FOR STRENGTH. TO FIT 2-3 $ CONCRETE + O.D. GALV. PIPE (2 I.D.). SIGN-TO-SIGN _.:\ �'E SECTION A�A r 10-1 4 DI t 1N COLLAR WITH TO BE SIMILAR AR CONSTRUCTION 1/2"x4" PIN 1) TYPE "A" AND "C" CURB TO BE CLASS 'B' P.C.C. BRASS z DRY PACK ' 2) DIKE TO BE TYPE `B' A.C. (` SECTION CAP � y (3) STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. '� Al U R V E- '� 3. CAPITAL LETTERS TO BE DIE-CUT SILVER CONCRETE \ 6N U M�� SCOTCHLITE, SERIES B. :- � :� N 8 MIN. CURING METHOD - NOTES: 30 4. SCREWS FOR SECURING BRACKETS TO BE ZINC SIGN INSTALATIQN 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 THE R/W LINE IF NECESSARY TO 2" GALVANIZED CAP PLAN PLATED HEX SOCKET HEAD SCREWS 1/4"x1/2". 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 IRON PIPE FILLED CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. 2. ALL FLATWORK SHALL BE 8" THICK. WITH CONCRETE SECTION A—A P.C. CONCRETE MAY BE USED AS AN ALTERNATIVE PER DRAWING NO. 423 NO SCALE F CITY OF ATASCADERO CITY OF ATASCADERO DRAWN BY: _ DRAWN BY: DRAWN BY: DRAWN BY: DRAWN BY: CITY OF ATASCADERO CITY OF ATASCADERO CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO, R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: S.J.S. S.J.S. S.J.S. S.J.S. S.J.S. DATE: 41 g DTE: CROSS GUTTERS 421 DTE: DRIVEWAY APPROACH 424 DTE: 426 DATE: 427 L2/27/92 CURBS 2 27 92 2 27 92 WITH AC DIKE 2�27/92 STANDARD STREET MONUMENT 2/27 92 STANDARD STREET SIGN FILE NAME: FILE NAME: FILE NAME: FILE NAME: FILE NAME: T418.DWG AT421.DWG AT424.DWG AT426.DWG AT427.DWG REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 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 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 12 1 2" NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18" O.C. NOTE: ®WITH NEW SEWER INSTALLATIONS: N PLACED 1'-1 2 CLEAR TO INSIDE OF BOX UNLESS OTHERWISE 1-1/2" BATTER NOTED. BA IN FLOORS SHALL HAVE WOOD FLOAT FINISH PROPERTY LINE ( PRECAST REINFORCED MANHOLE BASES NOTE: 1PRWITH NEW SEWER INSTALLATIONS: AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS GUTTER LIP " I 2 WITH EXISTING SEWER: ( I PRECAST REINFORCED MANHOLE BASES T� SAME SLOPE OUTLET PIPE.. USE CLASS "A" P.C.C. FACE ANGLE TO EXTEND GUTTER FLOW LIN BACK OF CURB 14 I POURED IN PLACE CLASS "A" CONCRETE I I (2)WITH EXISTING SEWER: " 6 CURB AS GUTTER FULL WIDTH OF BOX.. WATERPROOF MANHOLE BASE PER S.L.O. CO. STANDARDS POURED IN PLACE CLASS A CONCRETE HEIGHT 1/8 BEND (45') BACK OF SIDEWALK STOPPER & J, DRAWING N0. S-3 MANHOLE BASE PER S.L.Q. CO. STANDARDS t -�- 4 MIN DIA. SEAL " _ '� V 7 I 'SF I SDRAWING N0. S-3 / 3 _ A A 7" 1/4 _ "' _ E3- - ° �— _ A — A A - - - - �� � 3" MIN A A A 4" MIN. DIA. �/ 12„ SHELF — MANHOLE FRAME AND COVER TO CONFORM SHELF /2" x 6,• H SEWER LATERAL �-SIDEWALK PLACE 1/2"x36" ` I SHELF WITH STANDARD DETAIL NO. 608 I SHELF ANCHORS STEEL REBAR SLOPE SHELVES 2' 11-3/$' WYE SEWER VARIES LATERALATEND TO �I /� TO DRAIN �I TO DRAIN ELVES To CONFORMAWITH STANDARD NOTE. NO LATERALS ARE TO BE DETAIL N0. 608 4:1CONNECTED TO CLEANOUTS. 3" MIN SEWER MAIN P Lf i I PLAN VIEW —�- PLAN i I PLAN VIEW • ',•' 3a, 8" t A CITY ENCROACHMENT PERMIT AND PROPERTY LINE SERVICEANDRINSRTALQLATION FOR SEWER A.C. PAVEMENT —�- — ENT t 2-8" t „SN G "�_ - CONCRETE " — — CONCRETE COLLAR CURB SCARING LINE A.. 6 - - PAVEMENT 6 PLAN _T 3" OR 6" RISER RING (9" MAXIMUM) �- 8 3" OR 6" RISER RING (9" MAXIMUM) SECTION A--A 8 2" CONCRETE COLLAR- BASE MATERIAL 24" PRECAST CONCRETE (TYPICAL) 24" PRECAST CONCRETE (TYPICAL) H ( 7» x MANHOLE WALLS SHALL BE A _ MANHOLE WALLS SHALL BE A t tO o PRECAST TYPE CONFORMING TO PRECAST TYPE CONFORMING TO 8'--®" OR LESS 6" " 1/4 REMOVABLE CAP-- ~ "� ASTM STANDARD 0478-61T ASTM STANDARD C478-61T 8'--1" TO 20'-0, 8,a 1/4 RADIUS 9 1/4" RADIUS OR PLUG / FOR CLASS 2 REINFORCED FOR CLASS 2 REINFORCED CONCRETE PIPE. CONCRETE PIPE. --�----- CURB & GUTTER `� SAME SIZE AS MAIN HEIGHT TABLE ANGLE TO N L2-1/2" x 2-1/2" x 1/4" LINE (6" MIN.) o MANHOLES SHALL BE WATERTIGHT 1/4 MATCH 2 ? NOTE: MIN. LATERAL SIZE: co 12" WYE TYP. CURB FACE 1/2" C 18" O.C. LATERAL SHALL BE CAST IRON PIPE 4" DIA.; MIN. SLOPE '� JOINTS TO BE SET IN A WATERTIGHT SEALANT APPROVED BY THE o 1/4 5_1/2» OR PVC PIPE ENCASED IN CONCRETE 1/4" PER FOOT � N to » MANHOLES SHALL BE WATERTIGHT WHEN THE COVER IS LESS THAN 36" „ �,� CITY ENGINEER. 6 w 6 OVER THE TOP OF PIPE. OTHERWISE, PLACE 1/2 x36 n FACE ANGLE ANCHOR LATERAL SHALL BE SDR 35 PVC. SSTTEEL REND BAR R > Q 45' BEND ° LEAVE OUT PIPE IN CHANNEL OR PIPE > SHALL BE PRECUT BEFORE PLACING BASE IF LEAVE OUT PIPE IN CHANNEL OR PIPE JOINTS TO BE SET IN A WATERTIGHT LATERAL MITERED BENDS (1/8) SHALL BE PRECUT BEFORE PLACING NOTE: FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF ..f. SEALANT APPROVED BY THE A.C. BERM IN 6".'� 48" ••. 6" BASE' CITY ENGINEER. BE DIPPED OR PER STATE STD. PLAN D77--B RURAL AREAS WYE SANITARY SEWER LINE PAINTED IN DETAIL "B" ONLY COMMERCIAL QUALITY �1/8 BEND (45°) SECTION PRECAST REINFORCED MANHOLE BASES 4g» LATERAL CONNECTION ASPHALTUM PAINT. » CONC. CURB WITH INFLOW AND OUTFLOW COUPLINGS OVER 5 TO BE P.V.C. FOR DROP ° DROP SLOPE 2 3 1/2"x 1/2" " TEE, PIPE & 90' BEND. DETAIL "B"''�`;- 13 MfN. INSTALL WATERTIGHT SEAL ANDSLOPEELEVATIONS. INVERT, ANGLE, SEWER MAIN IF NOT CONNECTED 1" RADIUS POURED IN PLACE n ,> n NOTES: TO BUILDING SEWER. `>� NOTE: WELL TO BE No. 4TT VALVE a .' 1 RAD. » » „ > 1/2 , > BROKEN OR CHIPPED RINGS AND CONES CLASS A CONCRETE u '' 1. "S" SHALL BE MARKED ON CURB OVER LATERAL. BOX WITH CAST IRON FACE: F- SHALL NOT BE USED EXCEPT BY APPROVAL FOR USE WITH ' 2. THE "S" SHALL BE STAMPED INTO NEW CONCRETE AND COVER (BROOKS PROD--- OF THE ENGINEER. 90' BEND 24 WIDE GRATE DUCTS INC. OR APPROVED N N " " " � AND SHALL BE CHISELED INTO EXISTING CONCRETE. •':' � BROKEN OR CHIPPED RINGS AND CONES 2-2 (24 - 1 -11 5/8 ) „ „ „ EQUAL). CAPACITY SHALL. SHALL NOT BE USED EXCEPT BY 2'-O" o /EXPANSION 3 MIN. 3. THE 5 SHALL BE NOT LESS THAN 3 HIGH, 2 WIDE BE ADEQUATE FOR STATE o '" M • ` ' �..C� » $ MIN.'. 8 MIN.•'. •'. APPROVAL OF THE ENGINEER. v DONT AND 3/16 DEEP. /� H2O-S16 TRAFFIC LOADING. _' L4"x3"x1/2" WING TRANSITION PLAN 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM SECTION /',- ,K RUBBER WATER STOP WITH STAINLESS » WATER SERVICE. STEEL BAND ATTACHED TO ALL I RUBBER WATER STOP WITH STAINLESS NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3 MIN. I` 60 MIN. FITTINGS TO INSURE WATER TIGHTNESS. 60 MIN. Ig 3'- 5 3/8" I CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"-32", THEN rr r� STEEL BAND ATTACHED TO ALL FITTINGS I 7 A DESIGN APPROVED BY THE CITY ENGINEER. UP TO SURFACE. SECTION A'--'A TO INSURE WATER TIGHTNESS. TYPICAL FRAME SECTION A--A .a�. DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO ^^ DRAWN BY: CITY OF ATASCADERO DRAWN BY: R.A.L. DRAWING NO. CITY OF ATASCADERO ENGINEERING DEPARTMENT V.S. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. DRAWING NO. DESIGNED BY: ENGINEERING DEPARTMENT S.J.S. DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: DATE: V.S. S.J.S. S.J.S. S.J.S. 02/27/92 STORM DRAIN INLET 502. DATE: 603 DATE: DA E: TYPICAL ECCENTRIC — CONE DTE: �0� 2Z27/92 92 SEWER LATERAL LOCATION 02 27 92 SEWER CLEANOUT �0� 02 27 92 606 2 27 92 TYPICAL DROP MANHOLE FILE NAME: FILE NAME: FILE NAME: FILE NAME: PRECAST CONCRETE MANHOLE AT502.DWG FILE NAME: AT603.DWG AT605.DWG AT606.DWG � ��� � AT607.DWG co �QF,O !Q�°`I� coo` � •�' �� No,C33760 DETAILS REVISIONS � Exp.6/3U�n2 <-°60. BY DATE DESCRIPTION le. Q 0 P :,FE i0N d on ��, ' TRACT 1831 CD r�T�oCAL A � � ® C � ATC `� ,�� ENGIN �EERs RECORD DRAWINGS P L A N N E R s 0. 3 0PITY O ATASCADERO, CA / Cannon Associates T NT THE E DR INGS HI /I, FORMATI N SHOWN WHICH IN PART HAS BEEN PROVIDED BY OTHERS. S U R V E Y 0 R S EXP, 6-30--9$ ✓ <C NO WA RANTY IS,Jv1Ag /;OR IMPLIED AS TO THE ACCURACY OF .HIS INFORMATION. INDEPENDENT �' g,�° zresR� FUTURE USE. , � / 09---12--97 VE IFICAT ON SHOULD' MA w ,x�, 364 Pacific Street CIVIL p San Luis Obispo, CA 93401 l� o��� JO;' R. FALKENSTIEN RCE 33760 EXP 6-30-98 DATE (805) 544--7.407 OF CAL1F DoH" FAQ ENSTI WE 337so ATE D GNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: �t EXPIES 6-30-02 JRF/FJC FJC JRF 960413 AS SHOWN 20 of 21 Cn FILENAME DETAILS.DWG/SH T21 CD cc (2)-18" EXISTING CMP \ REVISIONS APPROVALS t0 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 T REMOVE EXISTING HEADWALL 3' r •i' 4BARS 02 " O,C. m 3" ° '' - 3'- -- 2'...1 8" CMU 2:1 2:1 w INSTALL 18" CMP 4 3.75" �I a MAX. MAX. r- ¢ TO MATCH EXISTING. I BOND BEAMS (0 m / \ > 2 #4 BARS TYPE GMP PIPE 0 � INLET WITH SIDE 6" AG BASE OPENING PER 95% C MPACTION 36" H�D.P.E. STATE STD. ' PLACE A 4" PERFORATED DWG NO. D75 36" ' 36" HDPE .m PIPE ALONG THE BACK SIDE OPENING \ _ � , 36" HDPE :� - OF THE WALL WITH ONE FOOT > j 2:1 -.__ �^'" Z BARS f LAYER OF GRAVEL AROUND IT. > ---� J.. 8'5' 8`5' vi X-BARS m °' SET TO DRAIN TO OUTLETS ' AS SHOWN ON THE PLANS. SHOULDER ¢ , I .' . . » a 8 CMU EP N 6®" ON WALLS CONSTRUCTED OF = �•' " A.C. PAVEMENT 8 CMU EXTEND AND HOOK 12 CMU X-BARS AS SHOWN 30" #4 BARS t� 24" O.C. MANHOLE FRAME AND COVER FOR Y--BARS. �'Lir=R..t�FAT� H�KI H�-`''F E5A¢� FOR INFO NOT SHOWN OR NOTED SEE CITY OF RTAS. STD. 502. PINKERTON A - 640 a ' PLACE A 4" PERFORATED m PROVIDE KEY FOR cy? Y-BARS PIPE ALONG THE BACK NO. 4 REBAR 12" O.C. PRECAST LID SECTION `�' ' '." A EACH WAY * : : OF THE WALL WITH ONE FOOT AIN 1"I"" (MODIFIED) �`- ��: � r SETTODRAIN TOR OF L OUTLETS AROUND IT. 1 N.T.S. 4 o .: .' AS SHOWN ON THE PLANS. VARIES VARIES 2' 3' 2' " ' ,.•" 'b '•• Nvr,� � PI-�G�r✓t�ri'i" v� Fo�'I Mc�- 10' TO 16' 4' TO 6' 10 >a �> I'O t��' ' tz 1•tJ/ac L!- 1 L 4.- X-BARS 2% �P'I, �' � :.s�.•�;...t •.';Y'"•• .•�. .• :. .,. '.. .. : .. 5ic ,°��I •D s04 a> •>'c r y .P ".•.' '•'>,>• .P.• .,p' •,>• r t.^.. C�M� ("•� . 00 ..".,,,•t... ., 6 5% N0. 4 REBAR 12" O.C. '' • ' .��=�- '' '>'' ' •.•..,o.'.' '•..'...b �:�LASS II BASE ss i I EACH WAY > ..> �c� > ►P• •� • 1 ®r NOTE: IN SAG LOCATIONS, ;`` _ _ - - - _ 36" 0 CMP USE GRATED DRAINAGE -( I DRAINAGE INLET > Z-BARS INLET. - _ _ _ _ ~ CONCRETE BASE 0 CULVERT � 8 B SIEr]]QN A ,A POURED-IN-PLACE SECTION 13-13 CLASS "A" CONCRETE 1. PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STATE STANDARDS FOR CLASS it REINFORCED CONCRETE. ("K EL C ROAD RETAINING WALLS DRAWN BY: CITY OF ATASCADERO 2. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. 1 N.T.S. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: 3. MANHOLE COVER SHALL HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER. S.J.S. DARURAL DRAINAGE INLET (�L� H I J B X-BARS Z-BARS Y-BARS 0272:7Z92 FILE NAME: ROADS WITHOUT A.C. DIKE 2 24 0 2 3 #5 Z4 #4 24 S AT504.DWG ,-.« " ,> " rr " AMU ij ED) 1 N.T..S. 3'-4' 24" 16" 2'-q"'' #5 0 `� #4 0 24" N/h ��,� �• 4P-O" 24 24 30-o" #5 0 �X* #4 0 24 N A .. N 1 \\j 4'-8" 24" 32" 3'-0" t� (. 0 2.4�� #4 0 24' #5 ® 32" 5'-4" 24" 40" 4'-0" #5 0 32" #4 0 24" #5 4 32" BOND BEAMS 2 No.4 BARS PA P 5.25" BOND BEAMS ti T ON WALLS CONSTRUCTED OF ®• 8" CMU EXTEND AND HOOK VARIES 24" 12" 24" 12" 2 #4 BARS BOND BEAMS 1 No.4 BAR X--BARS AS SHOWN 1fi' O.C. FOR Y-BARS. MIN. 1.0 % 8' ON WALLS CONSTRUCTED OF X-BARS 8" CMU �// //`, �� Xn BARS AS EXTENDCMU ANDD HOOK to FOR Y-BARS. Z-BARS a " Y-BARS i��R�FS _':: 12" CMU � // �/\ 4� \���/�//� I-- �` `-'` -X-BARS FINISH GROUND .4 a ,.•4 w .� ...;::;:ik.:... :.. w �. 5.25 04 i ,•� Y--BARS ..'." : , :. •. \ PLACE 4 PERFORATED L E A / //�,�, // -.�. \ /\//�. // C •� 1t •®..,r,••A ,:a•d•• . • a \ �\ \ �i®ix6 iw � PIPE ALONG THE BACK 44, OF THE WALL WITH ONE FOOT ... y .' 12" CMU �- Z-BARS ..'.'�''�.''',. ° •...°•;. •: \I�\\\'% LAYER OF GRAVEL AROUND IT. - �°�.., �.....»....,.�. ._...�...�.o®.. ..._ -.. \� \\ .�. _.. EROSION CONTROL BLANKET " �'y e SET TO DRAIN TO OUTLETS USE NORTH AMERICAN GREEN PROPOSED , PLACE A 4 PERFORATED AS SHOWN ON THE PLANS. C125 OR APPROVED EQUAL STREET " PIPE ALONG THE BACK °. 24 x 24 DRAIN INLET SEE STAPLING PATTERN _ ` 4 OF THE WALL WITH ONE FOOT USE CHRISTY BOX U21 DETAIL "J" ON THIS SHEET LAYER OF GRAVEL AROUND IT. 6" PVC PIPE OR APPROVED EQUAL 9' " ' r�D SET TO DRAIN TO OUTLETS 12" 12' X-BARS INSTALL 1 CY 25LB. ROCK RIP--RAP '` �' I� AS SHOWN ON THE PLANS. SEE THIS SHEET GENERAL NOTE #13. X-BARS P .r. S ?NIVAr"E I 1 I LSECTION I- I 1 N.T.S. 1 N.T.S. .,• , ]3%L0C4K N"Er"I"AINING" WALLa0 Z-BARS N.T.S. 12" H B T I TH X-BARS Z-BARS D Y--BARS B/2 B 2'-8" 1'-7" 12" 0" 12" #4 24y #4 12" on N/A 3'-4" V-10" 12" on 12" #4 0 ?:4" #4 0 12" 0" N/A rL"�PASEO DLA ESPUEDA COURT 4'-0" 2'-1" 12" 0" 12" #5 2.q` #4 ® 12" 8" N/A 1 4'--8" 2'-7" 8" 0" 12" #5 2v #4 ® 12' 8" l#6 /11 3, 3, ��p�aFEss, 1 P AS:EQ DIE' CATALL0 RETAINING WALLS ! 5'-4" 2'-10' 8" 24" 12" ' ``�2' ` #4 8" 8" #6 24' .......... .......... ,NR. FALkF '�� � N.T.S. fi'-0" 3'-1" 8" 24" 12" 5 24" ® 8" 8' 1� .� J, .' H I J B X-BARS Z-BARS Y-BARS co 6'-8" 3"-7" 8" 32" 18" ® 24" #4 0 8" 9" "�j $'� --m .1 --. No " " C r� .. > " 3 37 I _ _ 6 _ " " 432 4 A ............... .................. .................. :::::::::':X::':;':::::: - o R E 0 R G D 4-8 a 4 8 2 #6 #4 / Ex . " " " ., Exp 6/3 Cannon Associates _ a _ ® 4 :•:x:..:�:�: .'� /02 5 4 0 5-4 3 3 ��- 'uF #4 � 2 rn - �:'3•�:�• �' I H IN PART HAS BEEN PROVIDED BY OTHERS. , „ � " .ti THE DR INC, HA. INFORMATION SHOWN WH C m cS' W-10" ' 4'-0" 3-6 # ® 0 24 RETAINING WALL GENERAL NOTES H ACCURACY OF THIS.INFORMATION. INDEPENt)ENT 24 �j #4 #6 g C`f N AR ANTS OE OR PLIED S 70 THE�- VIS '� " FUTURE USE " T E > �P VRI IC I DBE A �IOR O D U 1. CONCRETE BLOCK MASONRY UNITS SHALL BE IN GRADE N LIGHTWEIGHT AGGREGATE UNITS " " ' di N FQ�e- a(�� / ,,,.,^.�.-•--� 6-8 24 4-$ 4-3 #fi � 32 #4 � 24 #6 ® 32 IN ACCORDANCE WITH ASTM C90. CALF a' 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40. E c� Jr FALKE STIEN C.. 33760 DA E 3. REINFORCEMENT OF A SIZE AND SPACING OTHER THAN INDICATED MAY BE USED, PROVIDED E IRES 6-30-02 _D SUCH REINFORCEMENT WILL FURNISH AN AREA OF STEEL AT LEAST EQUAL TO THAT OF � THE STEEL INDICATED IN THE TABLES. REVISIONS 4. ALTERNATE X-BARS MAY BE STOPPED AT THE MID-HEIGHT OF THE WALL (H/2) IF THE DETAILS SPACING OF THE BARS EXTENDING TO THE TOP OF THE WALL DOES NOT EXCEED 36". pOFESS/p N0. BY DATE DESCRIPTION 5. SPLICES IN REINFOREMENT SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS. aff inon �4F,o p FALKE Nq<F Cn 6. CONCRETE SHALL BE CLASS B (5 SACKS PER CUBIC YARD). �\ ® p `�� �,��° �sf tip, TRACT 1831 7. MAXIMUM AGGREGATE SIZE = 1". 0 F� 8. VIBRATE ALL CONCRETE AND GROUT IN PLACE WITH A MECHANICAL VIBRATOR. c1 PATr"ERN I E N G I N E E R S `� AT4SCADERO, i9. FOOTINGS SHALL BE SET IN UNDISTURBED SOIL AT LEAST TO THE DEPTH OF 12". Y CA m 10. X-BARS EXTENDING INTO WALL SHALL PROJECT AT LEAST 30 DIAMETERS INTO THE FILLED 1 N.T.S. PLANNERS '� N0. 337fi0 CELLS IN THE MASONRY. S U R V E Y O R S EXP. 6-30-98 d 364 Pacific Street �'J• CIVIL p - - ��- � _7 LO 11. ALL CELLS SHALL BE FILLED WITH GROUT. .. LO 12. FIRST BLOCK MAY BE IMBEDDED IN FOOTING. San Luis Obispo, CA 93401 ATF 0��� JO R. FALKENSTIEN RCE 33760 EXP 6-30-98 DATE p (805) 544-7407 of CAL F i DE GNED BY: DRAWN BY: CHECKED 8Y: JOB NUMBER SCALE: SHEET: 0 JRF/FJC FJC JRF 960413 AS SHOWN 21 of 21 FILENAME DETAILS.DWG/SHT-21 L