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HomeMy WebLinkAbout2005 - Calle Milano, Eliano, Renada, Ciruela lum Olt INDEX OF DRAVAN S CITY OF ATASCADERO GENERAL NOTES SHEEP NO. DESCRIPTION CITY APPROVAL Mp "Rm� OVF MENT Pl. DRAWING No. DATE1. ALL MA$ERIAL WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE CITY OF ATASCADERO STANDARD SPECIFICATIONS AND STANDARD PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND '�► THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION DATED 2000, EXCEPT AS NOTED ON THE PLANS. PUBLIC I 1. IMPROVEMENT PLAN COVER SHEET 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 2. GRADING COVER SHEET AND NOTES PRACTICES, GENERAL CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY FOR THE SITE GRACING PLAN CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 3. 4w PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO 4. GRADING PLAN NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER, THE ENGINEER AND HIS CONSULTANTS, AND THE CITY OF ATASCADERO, AND EACH OF {. GRADING PLAN THEIR OFFICERS, EMPLOYEES, AND AGENTS. 6. GRADING PLAN TRACT MAP 2608 3. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ATASCADER0 ENGINEERING DEPARTMENT BEFORE START OF WORK, CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE PERMIT. w 0 7. STORM DRAIN COVER SHEET AND NOTES 4. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS FROM ALL AGENCIES AND PAY ALL FEES PRIOR TO GE ODRID ,��, STORM DRAIN PLAN d PROFILE SHEET - LINE "A" COMMENCEMENT OF ANY WORK. 9. STORE!" DRAIN PLAN A PROFILE SHEET °- LINE "A" 5. CONTRACTOR SMALL GIVE THE CITY OF ATASCADERO ENGINEERING DEPARTMENT 48 HOURS NOTICE BEFORE STORM DRAIN DETAIL SHEET WORK. CALL INSPECTION SERVICES, 10. 6. A PRECONSTRUCTION MEETING IS REQUIRED PRIOR TO BEGINNING OF WORK. CONTACT THE CITY ENGINEER TO 1aA. ST©RM DRAIN DETAIL Sl E1' SCHEDULE SUCH MEETING. " I'Y OF Ar"ASCADERO , u 11. SEWER COI/ER SHEET, INDEX & NOTES CALIF " RNIA 7. WORK HOURS ARE LIMITED TO MONDAY THROUGH FRIDAY, 7:00 A.M. TO 7:00 P.M. EXCEPT LEGAL HOLIDAYS. 12. SEWER DETAIL SHEET INSPECTION WILL BE AVAILABLE MONDAY THROUGH FRIDAY FROM 8:00 A.M. TO 4:30 P.M. CONTRACTORS SHALL SCHEDULE INSPECTIONS 46 HOURS IN ADVANCE BY CALLING THE ENGINEERING DEPARTMENT. 13. SEWER PLAN & PR'OFILE � PUBLIC UTILITIES 74. SEWER PLAN d PROFILE 8. ANY DISCREPANCY DISCOVERED BY CONTRACTOR IN THESE PLANS OR ANY FIELD CONDITIONS DISCOVERED BY SEWER PLAIN PROFILE ,, CONTRACTOR THAT MAY DELAY OR OBSTRUCT THE PROPER COMPLETION OF THE WORK PER THESE PLANS SHALL 1S• BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER AND OWNER IMMEDIATELY UPON DISCOVERY. SAID WATER: ATASCADERO MUTUAL WATER COMPANY 1�. SEWER PLAN $ PROFILE SHALL BE IN WRITING, 50015 EL CAMINO REAL, ATASCADERO, CA 93422 9. GRADE BREAKS ON CURBS AND SIDEWALKS SHALL BE ROUNDED OFF IN FORMS AND SURFACE FINISHING. TEL: 805-466-2428WOODRIDIJAM A� AV% 1T`. MASTER UTILITY PLAN 10. SIDEWALK WARPS SHALL BE PROVIDED TO ALLOW A CLEAR 4-FOOT WALKWAY IN ALL LOCATIONS INCLUDING SEWAGE DISPOSAL: CITY OF ATASCADERO ���� �'�, WATER COYER SHEET, INDEX A NOTES WHERE MAILBOXES, UTILITY POLES, FIRE HYDRANTS, AND GUY WIRES ARE TO BE INSTALLED. 6504 PALMA, ATASCADERO, CA 93422 � JE T 0 19. WATER DETAIL SHEET 11, THE DEVELOPER ASSUMES ALL RESPONSIBILITY FOR THE APPROVAL OF MAILBOX LOCATIONS BY THE LOCAL TEL: $45-461-5424 0 4 20. WA TIER PLAN BRANCH OF THE UNITED STATES POST OFFICE. TELEPHONE: SBC PACIFICBELL "R2608 944 MILLS STREET 21. EROSION CONTROL PLAN SAN LUIS OBISPO, CA 93402 NOTIFICATION FOR INSPECTIONS TEL: 800-750-2355 APPROVAL 6-F ALL WORK SHALL. BE NECESSARY AT THE COMPLETION OF EACH OF THE FOLLOWING STAGES OF ELECTRIC: PACIFIC GAS & ELECTRIC COMPANY (PG&E) WORK AND SUCH APPROVAL MUST BE OBTAINED BEFORE SUBSEQUENT STAGES OF WORK MAY BE COMMENCED. 406 HIGUERA, SAN LUIS OBISPO, CA 93442 ADDITIONALLY, THE INSPECTOR SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY OF THE TEL: 800-743-5000 � FOLLOWING STAGES OF WORK. GAS: SOUTHERN CALIFORNIA GAS (COMPANY U ANY CONSfR_UCTf0^Ni OR EXCAVATION REQUIRING INSPECTION THAT IS UNDERTAKEN WITHOUT INSPECTION IS 9400 O A K D A L E AVE. C H A T S W O R T H CA, 91313 SUBJECT f"O RECONSTRUCTION AND RE-EXCAVATION AT THE CONTRACTOR'S EXPENSE, TEL: 800-427-2200 INSPECTION MUST BE SCHEDULED FOR THE FOLLOWING WORK: CABLE.: CHARTER COMMUNICATIONS `p 0 1, COMPA"ON AND PR15PARATION OF EMBANKMENTS, EXCAVATIONS, AND SUBGRADE. TEL: 800-544-2688, 8014-644-6959 � 0 � 2. A. CONSTRUCTION OF FORMS FOR ALL CONCRETE STRUCTURES, INCLUDING CURBS, GUTTERS, ANIS SIDEWALKS. 0 C,3 B. EXCAVATION FOR STORM DRAINS AND CULVERTS. SUBDIVISION DEVELOPER �O 3. A. PLACING OF CONCRETE IN STRUCTURES, INCLUDING CURBS, GUTTERS AND SIDEWALKS. NAME: R.W. HERTEL AND SONS INC:. � � B. PI-ACLS PO OF STORM DRAINS AND CULVERT PIPES. ADDRESS: BfJ?C 4013 , C} SAN LUIS OBISPO, CA. 93401 <, OA 4. EXCAVATION AND BACKFILL FOR STRUCTURES AND PIPES AND PUBLIC UTILITIES. REPRESENTATIVE: ROGER TOMPKINS ` 5, CONSTRUCTION OF ROADSIDE DITCHES AND OTHER DRAINAGE WAYS. TELEPHONE: (805) 595.2488Q 6. PLACING AND COMPACTING OF BASE MATERIAL. P SUBDIVISION DEVELO ERS ENGINEER IF MORE THAN ONE COURSE OR TYPE OF BASE OR SUBBASE IS TO BE USED, APPROVAL SHALL BE NAME: RAM SEYER AND ASSOCIATES � NECESSARY FOR EACH COURSE AND/OR TYPE. ADDRESS: 18$1 KNOLL DRIVE ' 7. PLACING OF PAVEMENT OR SURFACING. WITHIN 48 HOURS OF PAVING, ALL WATER VALVE BOXES, CLEANOUTS VENTURA, CA. 93003 AND MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO GRADE AND INSPECTED. REPRESENTATIVE; RANDY TaEDTER 8. STRIPING AND SIGNING LAYOUT AND PLACEMENT. TELEPHONE: (805) 654-10188 9. FINAL CLEAN-UP. (805) 654-8013 -FAX SOILS ENGINEER NAME: GEOSOLUTIONS, INC. ° GENERAL 140TES ADDRESS: 220 HIGH STREET 1. ALL GRADING SHALL CONFORM TO THE GRADING ORDINANCE OF THE CITY OF ATASCADERO. SAN LUIS OBISPO, CA 93410 REPRESENTATIVE: JOHN KAMMER VICINITY 2. UNLESS SHOWN OTHERWISE, STATIONING ON PLANS REFERS TO CENTERLINE STATIONING. TELEPHONE: (805) MAP 3. UNLESS SHOWN OTHERWISE, ALL CONCRETE SHALL BE CLASS 560-0-3250 N.T.S. CONCRETE FOR CURBS, GUTTERS AND SIDEWALKS SHALL BE CLASS 5601-0-2500. 4. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE ENGINEER CERTIFICATE OF AS BUIL` ` ANIS THE APPLICANT FROM THE RESPONSIBILITY FOR THE CORECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE. PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR OR ENGINEER SHALL KEEP RECORD OF CHANGES ON SET OF PLANS _. MARKED "AS-BUILT". DESIGN ENGINEER AND INSPECTOR AND CONTRACTOR TO SIGN 5. A PRt-CONSTRUCTION CONFERENCE OF ALL INTERESTED PARTIES SHALL BE PLANS PRIOR TO SUBMITTAL TO DESIGN ENGINEER FOR SUBMITTAL OF "AS-BUILTS". LEGEND HELD PRIOR TO ANY CONSTRUCTION, INCLUDING GRADING. I HEREBY CERTIFY THAT THE WORK ON DRAWINGS THROUGH TRACT BOUNDARY w MARKED AS "AS BUILT" HAS BEEN CONSTRUCTED IN NE PROPERTY LI CONFORMANCE WITH THE LINES AND GRADES AS SHOWN ON SAID PLANS, RIGHT-OF-WAYYLNE "°on® •••`• �" NOS PID FV0003 DESTINATION: 880 DRAWINGS, AND REFERRED SPECIFICATIONS. CURB BEING A 3-1/2" BRASS DISK STAMPED "880 11 1916", SET IN TOP OF EAST BACK OF CURB END OF THE NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 230.03 DATE: GUTTER OVER A ROAD TO ATASCADERO STATE HOSPITAL. ELEVATION = 882.4' DESIGN ENGINEER SIDEWALK N.AVD88EASEMENT ^ AS COMPUTED BY APPLYING THE VERTCON SHIFT VALUE TO THE - .. ._.. NGVD 29 ELEVATION PER NGS DATA SHEETS. DATE: CITY INSPECTOR EXISTING DATE: 2:1 SLOPE .� � '. CONTRACTOR 'BASM OF BEARINGS EXISTING CONTOURS EXIST. WATER LINE S" 11V THE BASIS OF BEARING FOR THIS SURVEY IS BETWEEN TWO FOUND MONUMENTS ROUGH GRADING PERMIT DATE: EXIST. SAN. SEINERB' S ALONG TIME. EASTERLY BOUNDARY OF ATASCADERO (COLONY BLOCK 68 AND HAVING EXIT. STORM DRAIN -1$" SD =. A BEARING ON NO*26'12"E PER R-1. REGISTERED CIVIL ENGINEER NO. EX. S.S. MANHOLE CITY ENCROACHMENT PERMIT NO. DATE: S.S. MANHOLE ---- s -- 4 S:S. LATERAL STATE ENCROACHMENT PERMIT NO. DATE: EX. FIRE HYDRANT _-- --- -- -- PG&E BOXI EXISTING PG&E BOX PGE PERMITS PAC BELL CPEDESTAL SSM H C) SAN LUIS OBISPO FLOOD (CONTROL DATE: SDMH DISTRICT WATERCOURSE PERMIT NO. CLEANOUT � MONUMENT STATE WATER RESOURCE CONTROL BOARD WDIU No. 3400326997 TOP OF CURB T.G. M TOP OF GRATE T.G. PROPERTY DATA GRADE BREAK G.B. 045-411-001, 045--412-001, PUBLIC UTILITY EASEMENT FL.E . ASSESSOR"S PARCEL NUMBER: 0145-311-001, 045-401-01'15, 045-401-016 FLOW LINE INV. INVERT `- ADDRESS: SOUTHEAST OF HALCCON RD., NORTH OF SANTA BARBARA RD. DRAIN INLETREMOVE TREE NUMBER OF LOTS: 41 SEWER LATERAL SL USA NORTH PREPARED Y: W.U, 1317.3 REVIEWED FOR PERMIT ISSUANCE BY � ,� (�I T Y 0 F ATASCADIER 0 ��� '� R.W.T. , e �. IATSINC. CIE ATA A CSHEET D w SIGNED RAIYR A ASSOCIATES, IMCCITY�-� 3 CIVIL ENGINEERS - LAND PLANNERS - SIJRVEYOR5 CO TM FM ,$ON KNELL DRIVE, VENTURA,FAC(8 93(703 $�� ' �. TRACT 260,8 - WOODRIDGE OF z PHONE I8a5I -ir�sE FAx (8x51 s -s0 t3 N4. 37316 MAR 3 0 2005 21 DELINEATED .-.Exp. 6-30-06 > g s ,, a. "°'�' P A. . � _ IMPROVEMIENT PLANCOVER SHEEN` FILE NO. !\ T. ++fif it �irl''M1✓I' r'Q]T,., --r- • a., .� TWO WOFJKM �► Y Iry YMBO DESCRIPTION OF CHANGE RCE DATE CITY DATE 1■CHECKED RANDY W. r0 TER R.C.E. 3731DATE •�"" CITY ENGINEER DATE g s GENERAL NOTES CITY OF ATASCADERO 1. GRADING SHALL R IN ACCORDANCE WITH THE CITY OF ATASCADERO BUILDING CODE WHICH ADOPTS BY REFERENCE CDC CHAPTER 19, EXCAVATION AND GRAM, AND THE CITY OF AT ((M STANDARD LAND DEVELOPMENT' SPEC mpmm' UBLIC WORKS AGENCY - IFNCATIONS. 2. A PREC006TMJMM CONFERENCE OF All.. INT'ERESIEQ PARTIES SHALL BE HELD ISR TO ANY CONSIRUCTION OR GRADING. 3. ALL RECOMMENDATIONS MADE BY THE SOILS ENGNEETZ AND ENGINEERING WHERE EMPLOYED CONT IN TTS REFERENCED �E 99®�/APP PLAN. OR THE CITY SIS. A PART" OF THS GRADING E LAN. 4. ALL MED SURFACES SUBJECT TO EROSIN ILL BE PROTECTED AS ENGINEERED GRADWO INSPECTION CERTIFICATE ------- APPROfVED � BY THE BUILDING OFFIC& PRWCTION SHALL BE PRO111DEI3 M ADDRESS b SUB�ACE DRAN�AGE FOR COMPACTED FLt AND FULLY ISSUANCE� f AACCERTIFITO CAW OF OCCUPANCY, OR UAPPROVAI. Of TILITY T AIRS BOTTCW OF SL SMACK FINISH GRADE OR TRACT NO. TRACT NO. 2508-1 c FOR ANY BUILDING ON THE SITE, WHICHEVER OCCUR FIRST. OWNER 5. ALL MATERIAL, I.E. LUMBER, LOGS, LUSH, OR ANY OTHER R.W. HERTEI.ANO �, INC. � OWM MA OR RUBBISH, SHI BE � ALL AREAS TO � ROM C.OMMPAM FILL 6. UNSUITABLE MATERIAL SHALL BE AS REQ BY TIME SOILS GR CERTIFICATION � COMPACTED FILL EER AteMD GEO%L, l#ERE MI4MPL.OYED) FROMt ALI.COR STRUCTURES. (A) BY SOILS ENGINEER d r '` 4 7. ALL AREAS TO RECEIVE COMPAM FILL SHALL.. BE INSPECTED AND APPROVED I CERTIFY THAT THE ROUGH GRADING � INCORPORATES ALT. RECOMMEN- � � DEPTH ARTH CLEAN-OUT RIAL AS BY THE SSS ENGINEER {AND ENGIN GEOLOMST, WHEREWL DATIONS CONTAINED IN THE � OR � FOR WHICH I AM R- EXAMINED AND APPROVED, AFTER REMOVAL OF LRdSUITABLE MATERIAL AND EXCAVATIO OF AND ALL RECOM NDATIONS THAT I HAVE MADE ICED ON FIELD SEE DETAIL. TREATMENT AS REQUIRED � HESL. AND PRIM TOP OF St RFi SYS' OR INSPECTION HE E T E RE AND TESTING SIRING t�AI71I�. M I=UF� VE Q-.2 FACE BY GENERAL NOTES � BY THE SOILS ENGINEER MY TIFY THAT WHERE THE REPORTS �AN ENGINEERING GEOLOGIST, RELATIVE � � (AND ENGINEERING GEOLO-- TO THIS SITE, HAVE RECOMMENDED TIME INSTALLATION OF BUTTRESS FILLS � 5,6 AND 7 "•� 8. AL.L.SOL OR ROCK MA's UNSU#TABLE FOR ENT IN OR OTHER SIMILAR STABILIZATION MEASURES, SUCH EARTHWORK CONStRUC-- H 6 MIN. FOOTING GIST, WHERE EMPLOYED). COMPACTED FILL SHALL BE REMOVED FROM THE SITE. ANY MATERIAL SUCH TION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DESIGN. AS CONCRETE OR IMPORTED MATERIALS SHALL.. BE APPROVED BY THE SOILS LOT NOS. ENGINEER AND COUNTY PRO TO USE IN COMPACTED FILL. WHERE EXCAVATED MATERIAL AA IS BLW(Y IT WILL R BROKEN INTO SUITABLE PARTICLE SIZES, NONE SUBSURFACE DRAIN LOCATION LAM THAN 1WELVE INCHES IN LARGEST' DIMENSION, BEFOR BEING USED SEE REPORTS DATED - SEE DETAILS B--1 OR B-2 AS FTU. IN CONFORMANCE WITH THE SOILS REPOI7T FOR THIS PROI#ECT. Ll 1' MIN. DEPTH � 5' MIN. 9. THE SOILS ENGINEER SHALL. DIRECT THE AL OR TRA OF ANY � SURFACE AFTER EX UNDERGROUND STRUCTURES SUCH AS SEPTIC TANKS, IRRIGATION FOR TAT DATA, RECOMMENDED ALLOWABLE SOIL BMW VALUES AND CLEANOUT LINES, ETC. OTHER SPECIAL RECOMMENDATIONS. M SURFACE AFTER 10. ANY WATER WELL LOCATED WITHIN THE SITE SHALL BER TO THE SOILS EER REG. NO. PUBLIC WORKS AGENCY OF CITY OF ATASCADERO PRIOR TO ITS MODIFICATION (SIGNATURE) DATE ._ / OR DES"MRUCMTON. SPECIAL AMIE REQUIRED FOR . -. 3 MIN CLEAN--OUT (B) BY E"EERfNG GEOLOGIST 11. ALL EXCAVATED BACK SLS AND KEYS FOR BUTTRESS FI LS MUST' R EX- I CERTIFY WT THE NCH WORK INCORPORATES ALL OF THECI ;; �." s•. •;• • AMII+�"D BY THE NeIG GEOLOGISTAND IS TO INSURE RECOMMENDATIONS CONTAINED IN THE REPORT OR REPORTS FOR WHICH I AM �� • THAT ALL POT NTTAL PLANES OF FAIUM HAVE BEEN EXPOSED IN THE R LE 1 #Q ALL RECOMMMENDATTONS THAT t MLAVE MADE MTASED ON 4` ., ••, ••R �. EXCAVATION AND WILL BE ADEQUATELY SUPPORTED BY THE PROPOSED FIELD INSPECTION OF THE WORK DURING GRADING. :� f e � • i ESLD CER111FICATION TO BE SUNITTED BY TIME CONSULTANTS. LOT NOS. ! '`` •�� FILTER MATERIAL AS 127 BY THE B OFFICIAL � T'ALI.,E'D BY N 1ES OR PREVENTNE DEVICES OR REQUIRED FACE OF BUILQNNG ''` , ,� SPECIFIED IN SOILS GRADING PROGRESSES AND MAINTAINED UNTO..APDL 15 OF THE SUCCEEDING `'` ''` � REPORT YEAR OR UNLESS EARLY RWK IS AGREED TO BY THE BU DING OFFICE.. H(IN FEET) a b c d 13. THE SOILS ENGINEER SHAH. SUBMIT RECOMMENDATIONS FOR CORRECTIVE WAK B-'I DETAE. B-2 WORK TO INSURE SLOPE STABILITY WHERE UNSTABLE MATERIAL IS £9MED ENGINEERING GEOLOGIST CERT. NO. � f AT THE TOP OF CUTS. (SIGNATURE) ANY �HEIGHTM N � M 1 N (H/2)1 ( MAX 1 . NLESS #SE SPEC, CORRUGATED S'°T[n PIPE SNAIL ITE BITIJ- DATE (N/2) (H/5)' 15' MAX 40 'MAX� , ��t WITHST DEVELOPMEM+II (C) BY CIVIL NEER 20 MAX 10' MAX THE SUBDRAIN PIPE SHALL BE 8 SLOTTED PVC 6 UP TO 500 )WRAPPED IN A MIRIFI 140 N SOCK INSTALLED PER MANUFA TURES RECOMMENDATIONS THE INLEI- 17. TERRACE DI S INMWW DIMS AND DRAINS SHALL R CON- I �Y TO THE SATISFACTORY COMPLETION OF ROUGH MOM NNCLUD- SHALL BE CAPPED AND THE OUTLET SHALL BE TO AN APPROVED DRAINAGE STRUCTEL} OF 3 P.C.C.r GUNITE} R ORCED WITH 6"x6"- 1 10 IIS GRADING TO APPROXIMATE#AT FTEIAI EtIwYATM4�l�MS; PROPERTY LINES FACILITY IN A NON EROSIVE MANNER W.W.M. AND SHALL BEfIHER SSEEMI-CIRCULAR OR I.00ATED AND STAKED, CUT' AND FILL.SLOPES CORRECTLY GRAM AND SECTION, AM SI LL. BE INSTAUn PRIOR TO AL OF ROUGH GRAIN LOCATED IN ACCORDANCE WITH TETE APPROVED DESIGN; SWAL.ES AND TERRACES BY THE NIG OF FIML GRADED READY FOR PAVING, BERMS INSTALLED;D; AND REWIRED DRAINAGE 18. MATERIALS FOR INTIERCEPTOR TERRACE DRAINS AND AIN5 SLOPES PROVIDED ON THE BUILDING PADS. I FURTHER CERTIFY THAT WHERE SIS. ST LANA} DEVELOPMENT SPECIFICATIONS, SUBSECTION REPORT OR REPORTS OF AN EAIAEERING GEOLOGIST AIS OR SOILS ENGINEER 241-1 AND 400 EXCEPT THAT THE CONCRETE LINED V-DITCHES HAVE BEEN PREPARED RELATIVE TO THIS SIZE, THE REE TIO CON FTAIL A D wrmm T A I L - PAVED 'DACE , DOM NDRAINS, BERMES, VELOCITY REDUCERS AND � TALNED IN SUCH REPORTS HAVE REN �K:01�'ORATFD IN THE DESIGN. OTHER 800 PROTECTION DEVICES SIiALL BE OF CLASS 470-C-2000 UN- LOT Nos. M PLACEMBIT AND DR AQE DETALS LESS OTHERWISE, SPECIFIED. (aUAL N ERCEP I DRAM AT TOP OF CUT SLOPES an 22WN MANS 19. INTERIM SSS AM GEOLOGIC REPORTS SHALL R SUBMITTED TO 7HE CITY CIVIL DMEER REG. NO, BY AS REQUIRED BY TETE BUIL OFFT�AL.. _ (SIGNATURE) DATE GEERALNNOTES 5QU6IREA D 7 ��09 C4 a a 20. °AS-B&T- SOILS ENGINEERING AM IF APPLICABLE, MNEERING GEO- L.OGY) REPOFt1S, SU NG WORK PEITF IED AND CONCLUDING THAT � MILLS HAVE BEM RACED ACCORNG TO TETE APPROVED PLANS ANIS STATING THAT ALL GEOLOGIC FEAIURES ARE GROSSLY STS:AS GRADED SHALL BE FINAL GRADWQ CERTIFICATION St ITTED TO THE CITY PRIOR TO APPROVAL OF THE ROUGH GRADING BY BUILDING OFFICIAL. ' CIVIL ENGINEER C-2 I CERTIFY TO TE SATISFACTORY COMPLETION OF GRAM IN ACCORDANCE WITH TREATMENT AS TOP OF THE APPROVED PLANS. ALL DRAINAGE DEVICES REQUIRED BY THE GRADING PER- CUT FL INTI, GRADING PLANS AND GRADING ORDINAie M HAVE BEEN INSTALLS. U OSION ERE. REQUIRED) HAVE 8101 \���� ����� �' /rf l LONGITUDINAL SLOPETREATMENT GENERAL NOTES DETAIL A OF Q AND NS�TTOEMANI�E�FOOR SURFACE SLOPE FOR �r G� � SHALL BE NOT LESS 6 AND 13 WATER FROM W � SITE AS OF THIS DATE SHEET FLOW 3 TO �4 FOOT STEP THAN 2� sETBAc#c Nos. HEIGHT AT EACH BENCH LOT b CIVIL. NEER REG. NO. tIRACE CUT: 1'ERTR �•••1 CU. YDS. FILL: `tz5-1 cU. 11R. (sI( ►TURE} DATE E AiTV. GROUND11 Cu. YDS. IMPORT': Q"_. ,.-.w..„cU. YDS. KEYWAY sv DIS4vSx . SITE G.P,# G.P. Og�GtNA�- TRACTOR CERTIFICATION ION �'� �/�C5, -� BY GEEING CONMTOR. TETE OWNER MAY SIGN IF TIME GRAM WAS KEYWAYS AND BENCHES SHALL BE EXCA-- � LONGITUDINAL SLOPE NOT DONE BY A UCENSED GRADING CONTRATOR. VATED INTO FIRM EARTH MATERIAL ASPOWTS �, EXAMINED AND APPROVED BY THE SOILS SHALL BE NOT LESS ��"'�' L -�' " NMN. MI •✓ COUNTY HIS PERT THAN 5la.NO. DATA ENGINEER (AND ENGINEERING GEOLOGIST, 30,,.��� I; �'•••. �`' 6# MIN. ., STATE I°I0. DATE WHERE EMPLOYED). ri l 6 0 ZE ''•' 6' MIN. -' �„4 SAN L.US OBIISPO FLOOD MIM I CERTIFY THAT T14E GRADING WAS DONE IN ACCORDANCE WITH THE PIANS AND 4'-0m tll �G MAIN. Ili,. ;•. �� DISTRICT WATERCOURSE PERMIT NO. DATE SPECIFICATIONS, TETE GRADING ORDINANCE, AND THE RECOMMENDATIONS OF THE 2' 6" MIN. 2' 2 CIVIL ENGINEER, SOILS SEER AND ENGINEERING GEOLOGIST. IT IS UNDER- MIN MIN 1 �.. STOOD THAT THIS CERTIFICATION INCLUDES ONLY THOSE ASPECTS OF TTS WAC �� � DOWNDRAINS SHALL BE DESIGN AND MATERIAL THAT CAN R DETERMINED BY ME, AS A COMPETENT GRADING CONTRACTOR, WITHOUT {� ,,,. n i110�0-1101 ".../,�j�, � AS REQUIRED BY GENERAL SPECIAL. EQUIPMENT OR PROFESSIONAL SKILLS. SYMMETRICAL ETR I CAL AND 1 S � ••,.. ,�.• 12'" MIN. �� � "i�� �• p� ;;. MIN. DEPTH NOTES 17 AND 1$ GRADING C�OIN'MRACTOR LICENSE LTO. , !f `,� � �4i� �', 6 M#N. (SIGNATURE) DATE COMPACTED !.,��+�, :.� 5 MIN. FILL. INSTRUCTIONS: THE OWNER LICENSED �RAD�GI WASCONNOT OE BY A DESIGN AND MATERIAL TOP OF CUT INTERCEPTOR DRAINS SHALL BE FOUNDED IN FIRM EARTH OEM AS REQUIRED BY GENERAL MATERIAL AS DETERMINED BY THE SOILS ENGINEER, TO RESIST NOTES 17 AND 18 EROSION, SLOUGHING OR CREEP WHICH COULD DAMAGE THE DRAIN. LOCATION & VICINffY MAP APPROVAL BY CONSULTANTS DET111 . Cal DETA& C-2 TYPICAL BERM AT TCP OF TYPICAL TERRACE DRAIN ALL FILL SLOPESFOR CUT OR FILL SLOPES DETAIL D VMODRWQE THIS GRADING PLAN IS ACCEPTABLE IN REGARD TO SOILS DOETAIL PROJECTa�4 °90 (AND GEOLOGIC, — IF APPLICABE) CONDITIONS AND CONFORMS TR 26ft-ITO TIME RECOMMENDATIONS OF THE SUPPORTIVE REPORTS DATED: SOILS ENGINEERING REPORTS: 20 � � ° � ENGINEERING GEOLOGY REPORTS: 20 R� USA ��mTH RBENCHMAKDATA �, , BYund S SOILS ENGINEER R.C.E. `� 0 o �, a�'iv� �{ / m NGS PID: FV0003 DESIGNATION: 880 'M► �( � ( ' p COMPANY 20 BEING A 3-1/2" BRASS DISK STAMPED "880 11 1916", SET IN TOP OF EAST END OF THE NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 230.03 OVER A ROAD TO Call: TOLL FREE BY ATASCADERO STATE HOSPITAL. ELEVATION T 882.4' NAVD88 AS COMPUTED BY �. ENGINEERING GEOLOGIST CERT NO. APPLYING THE VERTCON SHIFT VALUE TO THE NGVID 29 ELEVATION PER NGS DATA i SHEETS. ` -2600 VK*MCOMPANY 20 _ _.__._. TWO w DAYS 8 YOU DIE'S U r4ow MEN 0 PREPARED BY: W.O. ,3,x.3 )FESS, REVIEWED FOR PERMIT ISSUANCE BY ,. �.rs-M ��. CITY' OF ATASCADERO SHEET R.W.T. RAMSEYER AND ASSOCIATES INC. To � CITY (JF' ATASCADERO �� xy DESIGNED g - � t _ . cs CIVIC. ENGINEERS — LAND PLANNERS SURVEYORS 1881 KNOLL DRIVE, VENTURA, CA. 93003 t� *� C� �� ,� � II(I I�..�' ' TRACT 2608=1 WOODRIDGE OF d PHONE (805) 654-1088 FAX (805) 654-8013 t� � 37316 �d t� � _., F.E.B. No. 3739 fi � -� 21 q Exp. 6-30-06 179 DELINEATED r' j GRADING PLAN R.W.T. cjvj� � FILE filo. ANDY WR.O.E. 37316 �� -� ,� �� �e.. 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'k �.. �Y �� ,o<za„4 ...,,..+ 1 t -,-r•n .w.,.».„,,,„.,,�„,� � f �M'�� M,�"•,,m"` �" „°.....-"......�.•,«,,,....,�..�, � }� ,.:p :,...�,....n,..., w.�nR,s.,..".�.�.».:�.�.� , c� REVIEWED R.W.T. FOR PERMIT r s C TS` OF ATASCADER0DESIGNED �!►`14 C��t � ANCA ��' f , Y AN A SOCIATES, INC. `� ` " t� r 1TY F ATA CA ER+� � b %EET cJvIL ENGINEERS - LAND PLANNERS - SURVEYORS 188" KNOLI.. C►Fi!'+IE, VENTURA, CA. 9300 rn t [: �'� 3 a. M"J.u. PHONE (8051 854 1088 FAX (805) 654y-8013 � � No. .37316 gimDELINE TRACT 260480" Ais � " SCALE1" 20' � RIDGE 21 r "` jWl I�E1f YI�BG DE5CI�11�'TIGN C�1= CHANGE INCE DATE CITY DATE R.W.T. r��an��t� �a�-�� R.O.E. � `� �s� � � i '.x= GRADING 7318 PLAN CHECKED �"ILr� NO. � �a,�rE CITY ENGINEER DATE �'�-" .._�� QMM=170N &IQ=- PV fr INSTALL 12"" x 12' C AREA DRAIN W TH GRA TE • �`�"""'�.,'r•o ✓ IX7 ...... -12 OR EQUAL) ✓ INSTALL 6" 11DPE SM00771 BORE DRAINLINE (ADS N INSTALL 8 HDPE SMOO TH BORE DRAINLINE (ADS N-12 OR EQUAL —12 OR , "QUAL)12" HDPF. SMOOTH BORE DRAINLINE (ADS N Z INSTALL 18 X18" PRECAST CONCRETE AREA DRAIN WTH STEEL GRA TE PER BROOKS PRC DUC7S OR EQUAL. 00 00 CONSTRUCT RETAINING WALL PER SEPARA 7F PERMIT. A v CONS 7RUC T 6 P.C.C. CURB ONL Y PER C/TY OF JJ A TA SCADERO ENGINEERING DEPT. DWG. NO. 418, TYPE C (6 0 CONS7RUCT 6" P.CC. CUR8 AND GUT7FR PER CITY OF PT G TYPE A (6). A TA SCADETIO ENGINEERING DE DW . NO. 418, *%4 Z IJIIIII 9.0 '14 J_ >1 X\ IX Z k 7-5 j 0Z Ise" r `/` rr' � rr /` �,rs` /�•/ ^!' r.r' r,.A'' y'' f� 'I ;� / , r, ; J �• f 'C_' / /r'r. '���,,rr��J� � �y le 0 /` x 11 1/ IZI Z x x 1-1111, / I Z -lo Z.� #"1-1� 11 9 -7- Ar e.� ck 1Z Z le, Al Z Ile Z Z n. 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Exp. 6-30-06 :� TRACT 2608 WOO���DGE .2-1 DELINEATED cl GRADING PLAN FILE No. R.W.T. REV YMBOL DESCRIP'nON OF CHANGE RCE DATE CITY DATE RANDY W. TArEDTER R.C.E. 37316 DATECA1' CITY ENGINEER DATE CHECKED -------------- -------------------------- ~ _ - ~ ' - ' - - _ _ ~ - - _ MATC;AlINE SEE SHEET NO. 6 INSTALL 12" 12" P VC AREA DRAIN WTH GRA TE. INSTALL 6" HDPE SMOOTH BORE DRAWINE (ADS N-12 OR EOUAL) INSTALL 8" HDPE SMOOTH BORE DRAINLINE (ADS N-12 OR EOUAL INSTALL 12" HDPIF SMOOTH BORE DRAINLINE (ADS N-12 OR EOUAL) 4V8" PRECAST CONCRE7E AREA DRAIN WTH S7FEL GRA 7F N- 001* INSTALL 18' PER BROOKS PRODUCTS OR EOUAL. CONST?UCT RETAINING WALL PER SEPARA 7F P C.) 7 4( A rASCADERO ENGINEERING DEPT. DWG. NO. 418. TYPE C (6`9. Ile <1 CONSTRUCT 6" P.C.0 CURB AND GUT7FR PER CITY OF 7 RO ENGINEERING DEPT. DWG. NO. 418. TYPE A (6 --,up bu tK 1;D vZ1 9. <1 fiC UA UD ui No 91) Ao 10, cp VA 16 OU 951 OL Q- 11 wool, 117 014`2b 71 1k 11 484V6 41E f 4P Qn gillffl ir � � SCALE: 1- 20' 1 F)ESIURED— RANISEYER AND ASSOCIATES, INC. CITY OF ATASCADER0 5 _ 01 101 200 40' 60' PREPARED BY: RE\AEWED FOR PERMIT ISSUANCE BY CITY OF ATAS(;'AADot":R0 � CIVIL ENGINEERS - LAND PLANNERS - SURVEYORS OF 1881 KNOLL DRIVE, VENTURA, CA. 93003 z PHONE (806) 654-1088 FAX (805) 654-8013 No. .37.316 mm 11� ' Exp. 6-30-06 21 M.J.u. TRACT 2608 WOODRIDGEDELINEATED^ CIVIL GRADING PLAN FILE NO* REV SYMBOL DESCRIPTION OF CHANGE RCE DATE CITY DATE RANDY W. 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CURB DNL Y xERCTY OF 9 r ADF ? NGINLER/NG DEPT. DWG. 418 i90_ TYPE C . � /19/ FN CONSTRUCT 6! P.C.C. CURB AND GUTTER PER CITY OF r22A TASCADFRO ENGINEERING DEPT. DWG. NO. 418, TYPEA PPROPOSED FENCLER LANDSCAPEARCHITECTS PLANS. za ` 'ZI 93783 9r57hi957. C1 A ED- 95/ ul Lill �u iRY 2144 33 rs L-6 cc . 46 67' } , ma 956 0 lu Nv 9 38 0 '` R 1 11 ello CIO 199$ 957 97.? , fF A-5--'s e �f I ItL I ell T HLINMEET O Ci camco0 w.o. 1317.3 1Q' zo' 40` 60` PREPARED BY: RE FOR PERMIT ISSUANCE 8Y CITY OF ATASCADERO S,. MM. .1 R.W.T. �3OF ATASAERO .SIN D RA S R AASSOCIATES, INC. CIVIL ENGINEERS - LAND PLANNERS - SURVEYORS 1881 KNOLL DRIVE, VENTURA, CA. 3t03Of {8f51 554- 013PHONE 48051 554-1088 FAX 10. 37316 exp. 6 -06 TRACT or DELINEATED %L C101 URAD NG PLAN FILE NO R.Wirt RAv�� W. r R.C.E. 3��,s DATE DESCRIPTION OF CHANGE RCE DATE CITY DATE CITY ENGINEER DATE . 'Gf 0 CHECKED c� a QON [w QjQ.N_,_ A. NO CONSTRUC110N SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED PUBLIC I M PR"�� 0 VE M E .0%. ; T PLANZ BY THE CITY_ ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. ANY CONSTRU011ON DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. ' I ' IVE 'I' RACT MAP B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS TENTA �� 608 AND SPECIFICATIONS .AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. W�ODRID LTC rm C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADEROSTA � WITHIN 15 DAYS PRIORIFICATIONS TO PLACING MATERIAL. TESTING TESTS TSHALLONE P�''�?JE� T � °-� CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. AT.. ,0 .A ; CAD 'Ewmw"­"" " U WOODRIDGE TR 2008 D. COMPACTION VESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE`I COMPACTION OF 95% IN Cl`Y OF A`AS0­NA` E _` 0 , CALIFU" RNIA THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE 00 BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. 0 F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN ,- COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER d CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE �O, � IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN . , THE FINAL INSPECTION IS MADE. "" OT G. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN 0 _p, ENCROACHMENT PERMIT AND START OF CONSTRUCTION. H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR -� AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR �Q� LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. I. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK WITHIN THE PUBLIC 9 RIGHT--OF--WAY. THE INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. K. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE 4 CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE A VICINITY MAP _ SATISFACTION OF THE INSPECTOR. ' _ L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND N.T.S. ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS ---- PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING 0 - THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE .,,�,� DESIGN ENGINEER. 8 CleOGLA SCALE: 1" = 200' M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE � ��� COU. � R--VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY , gyp• ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS—SECTION. N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND , ENGINEERING DEPARTMENTS PRIOR TO THE FINAL INSPECTION. 0. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY KEY MAP AND NEW PAVING SHALL BE IOJO DIED AT SAS POINT. STRUCTURAL SECTION TRACT NO. 2608 - SANITARY W IMPROVEMENTS SHEET INDEX SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACEMENT of BASE. 7. TITLE SHEET, KEY MAP, INDEX & NOTES R. PRESER PRESERVED MONUMENTS A REGISTERED CIVIL CONSTRUCTIONIRICENSED B�ND LE2EN2 INDICATES SHEET NUMBER FOR THAT AREA 8. STORM DRAIN PLAN & PROFILE SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING $426 AND AS REQUIRED NORM DRAIN PLAN & PROFILE BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MA ACT. TRACT BOUNDARY 9. S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT—OF—WAY PROPERTY LINE BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF--SITE RIGHT-OF-WAY 10. SWORN DRAIN DETAIL SHEET SHALL NOT PROPERTY OWNER. CURB BACK OF CURB T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY GUTTER DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR SIDEWALK IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. EASEMENT -•- �-- - . EXISTING �- -�-.-- --- -- --- -- U. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 2:1 SLOPE CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING EXISTING CONTOURS == - ` ...,..,..... .�. THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF EXIST. WATER LINE ------5„ ...._Vii- - ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT` SHALL BE MADE TO EXIST. SAN. SEDER —8111 -�--M-,S APPLY CONTINUOUSLY AND N6T BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR PURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE EXIST. STORM DRAIN 1$" SD CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL EX. S.S. MANHOLE LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORD S.S. MANHOLE • ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE S.S. LATERAL ..._�__ _..-.._. .__ ._. , DESIGN PROFESSIONAL EX. FIRE HYDRANT - - -- -� 1 V. THE CONTRACTOR SHALL MAINTAIN TWO—WAY TRAFFIC AT ALL TIMES. TRAFFIC PG&E BOX � CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR EXISTING PGE BOX E TRAFFIC CONTROL AND WORT{ AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR PG&E ELECTROLIER LANE CLOSURE SMALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND PAC BELL PEDESTAL GRANTED BY THE CITY ENGINEERING DEPARTMENT. _. SSM H � W. CONSTRUCTION GRADE STADES SHALL BE SET BY A REGISTERED CIVIL ENGINEER SDMH OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. CLEANOUT • MONUMENT Q lw X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE TOP OF CURB T.C. POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. TOP OF GRATE T.G. Y. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION GRADE BREAK G.B. OF THE IMPROVEMENTS SHALL BE REPLACED BY THE CONTRACTOR. PUBLIC UTILITY EASEMENT PFCU.E. ' FLOW LINE Z. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THEINVERT INV. LIMITED PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER � APPLICABLE CITY POLICIES AND ORDINANCES. THE PLAN CHECK 1S NOT A DETERMINATION DRAIN INLET - OF THE TECHNICAL ADEQUACEY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN SEWER LATERAL SL CHECK DOES NOT, "THEREFOR, RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS, IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. ul0 omd PREPARED BY: W.O. 1317.3 REVIEWED FOR PERMIT ISSUANCE BY � CITY OF ATASCADERO r o Southern California R.W.T. ' C OF ATASCADER0 SHEET � ���� AMI; �'R AN A.:� O+�tATs N��G. ,� � CIVIC.. ENGINEERS - LAND PLANNERS -- SURVEYORS s#. T 60Call: TOLL FREE 1881 KNOLL E)RIVE, VENTURA, CA. 93TRACT 2608 WOODRIDGE003 OF F.E.B. 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I 1� \4.. ; i � � � .! � � 11 , ` 1��,; , * W �\ �1\11 '%, I , i � i 41e) -d" �)), � I ,/ Nh� / / 0 H I �� " - ' 10 � N,, G = 7+50.06 EC 0 )s� , \ �� 111� / / 1 =3 v) \N111"", , ,\ - /� =5 it 1:1`:� < 1%111 1-�­�, � m Q \ 0 .X, \ V Lo cn r. te) m t- ce ( , \ \ \:XN C) *- 11.1......I- --.-- . \\-,,< 10 C14 .Ad O'. 7---, Ck LINE "Am3 06 C> -J r1) I 0 = =1-. m . 4= -�� p .--1 11") __j 0) + r /) I I 1w)C> 11 -> 11 , < m --I C.) -"') 0 -:I*- It + -4- IV- 11 a 0 0-4w% co W-) =: a CO --�-- + n m -< f 4 1 00 C4 /) y I V- " 11 ,.,.IV Lq cd M , n Q Q 4---- �, �--Z- Lai LLJ 1 4 11 n -< 'd. t4f') "-) ----, � (D (2) 1, -1 --%� . t(i 0 �% r-IN u') 8 C� 0 CA II CONST CURB OPENING CATCH BASIN PER S.S.P.W.C. STD. CONST. JUNC77ON STRUCTURE PER S.S.P.WC. STD. PLAN :) M CD 0- @ . -....... - .-- I CURVE TABLE 1q- m w 0j CONST. 12-INCH RCP LINE, L.F. 1.9, CLASS ffl, LENGIN CONST MANHOLE PIPE TO PIPE PER S.S.P.WC. SID. PLAN -- I If . 11 0- 0 <:) DELTA � RADIUS LENGTH TANGENT . ": < 0 >. AND SLOPE PER PLAN, BEDDING PER CITY OF ATASCADERO J21-1. A 30000*00 i 45.00 � 23.56' 12.06' i cr- U-) ENGINEERING DEPARTMENT STANDARD DRAWNGS REA40VE BRICK & MOTAR AND JOIN EXIS77NG PIPE W7H "'> =) P,i (D- <2 . tj Q (b B 45*00!00 45.OV 35.34' 18.64' . H CONST 18-INCH RCP UNE, L.F. 1.9, CLASS N, LENGTH CONCRETE COLLAR PER S.S.P.WC. STD. PLAN J80-2. �q I - I -j �F.-. 0 �3 c 6722*56" 45.OV 52.9f 30.00 1 C> AND SLOPE PER PLAN, BEDDING PER CITY OF A TASCADERO INSTALL 12" X 12'w PRECAST CONCRETE CATCH BASIN W774 6 to t ' . . 0 a � $ 2 ENGINEERING DEPARTMENT STANDARD DRAWNGS, STEEL GRAIE PER BROOKS PRODUCTS OR EQUAL. . 0 D 391756 45.00 30.87' 16.07 C� lit r.0 CONST. 24-INCH RCP LINE, L.F. 1.9, CLASS 111, LENGTH CONST CONCRETE APRON AND OCP1. SEE DETAIL 1 ON !Z.1! E 3917'56 45.00' 30,87' 16.07' 0- & � ** # I w AND SLOPE PER PLAN, BEDDING PER CITY OF A TASCADER0 SHEE T NO. 10. - I I 2� If .'% ENGINEERING DEPARTMENT STANDARD DRAWNGS. CONST. 12-INCH HOPE LINE, L.F. 1.9, LENGTH AND = G 02*00�00 313.00' 10.93, 5,46' -­­..........-­­- . 1-1 � - ­­­-.­--­­-- u, I a 0 � op � $ CONST GRA77NG CATCH BASIN PER S.S.P.WC, SID. PLAN SLOPE PER.PLAN. BEDDING PER CITY OF A TASCADERO - 3 H 45*00 00 45..00 .35.34' 1 18.64 L--------A !kmmmmwmm1d &- , I SCALE I' = 40' 305-1. CONSTRUCT MONOLITHIC CATCH BASIN CONNEC770N, ENGINEERING DEPARWENT STANDARD DRAWNGS, ,a I CORNER CONNEC77ON PER S.S.P.WC, STD. PLAN J08-1. Ob womd CD � PREPARED BY: W.O. 1317.3 W, REVIEWED FOR PERMIT ISSUANCE BY 0 ItbA � vu�� (C"' ITY OF ATASCADERO . I . CIVIL ENGINEERS - LAND PLANNERS - SURVEYORS I--1 - -j �,'.) Vw 9 . 1881 KNOLL DRIVE, VENTURA, CA. 93003 V , w! ­ ,,w TRACT 2608 WOODRIDGE OF ' 1-8 0 0 -­ STORM DRAIN PLAN - . Dy W. - - "I'll, I 1.� - LINES . �. - ? , I - S", , 03 "" - , I ­- � , -- 0 1 1 1 7s i I I � 71�11 , . I i -- - � I -T I -� I q I -t I I I .I.- $ 1 m I � .r- i� � : Ift � i I I ; i k I i , I t � P I �- -1 -4 ­ I -] I I i 2 T I 3 I M I . Il' -- X� I I 16.1611 "Z' f k! -�--1'----­]-- 4 C* " 11 ,I,.-,- , , 1, ­ - " � -;D/ I *� , , , k (-4e� #,*1 I f � , It �1 I 9 . I i , �­ -- ,- - - 7 I I I -I-------,-- I I � I I ,� I I `�% to ��, 11 , � 4 k ,4.. 1 -1 I - , I -111--1------+ I �-­ --.---.­ , I , , , � - - �0 - , , . . � I - - -- - ri � A ,,,.�1,7 1 i F -I I.,` I I - I "I 11 - 1------­.. . TM VIORKM DAYS 1190110 You we REV FYMBO� DESCRIPTION OF CHANGE RCE : DAM CITY DATE RAN VbEDTEfR R.C.E. 37316 DATE CITY ENGINEER DATE I - y I I I ., , � , , . . I I I . __ - �-111,- I .�-.1..1 I 1_____T I T 7- I � I . I i f 1 i ! F � i .! ! ---7- � . . . , � I m"� I mmmr� � i ; I I I ! ! i i ) I i I I 1 I i J_ i I 1 !.- i f r i i I . I i I I � � � ! i � I i ' 11 I I I i i i I ' I I I . ! 7 1-1 I,--- T, � � ; ( i . t . r = i = I i i ! = -9 . . I I ? . ! ; P10" 5 fs " 1 � wl 5 lcfs � 0101 = 0.6 d � I i I - , M . " I Ul= 1 lu u4j cjs � i . � t ( � 6 fs I I . . 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I a M a m A 11*39`23" 100.00' 20.34o 10.21' � 0- Cl- . - .. � uj w W Lu 14"31'47" 90.00" 22.82' 11.47 i x z u.j = w B _ -I.-I It 1 =3 (n :3 (7) to t I 1"�'. // v r__1 c 25*59'49 30.00, 13.61 6.93 �"_�,�, I I I 1 8* RCP SD rll� -Z., . , 'a-��,- / // 7 0 0 * . -0 � -�, - " �� / I D 90600`00", 20.00 4 31.42 20.00 -I,-- __­�� ..-- ____ ? it I *�_�,.� '-.'---, J/ "' is ) t Z--���:, / "I C 0 VS 7RUC 77a V NO 7 FS ��_,, . ,;��.?.1" ��,�,�� / E 27"54!01 90.00, 43.83' . 22.36 i ---= �_ "-I - �% � �, '� F 1- 25-21'0 :��t ;_1 "� ,-* :��'_ -, / � 45.0 19.91 10.12' , __ - . 1-1 I-- <-N., 0�4Z­�,"19-k...,1v/ . ___. �. '� __ NING CATCH BASIN PER S.S.P.WC. ST9. _�� . �03 6 CONST JUNC71ON S7RUC77JRE PER S.S.P.WC. S77). PLAN lzzz� 1%�.1-1 11.�,,_. IN, (D-- CONS T CURB OPE I @_ _��-_��_:Z_1 ___ '-1 � �,_,�,_,�",___111 PLAN NO. JOO-2, WDTH AND D07H PER PLAN. JJI-2. '�� , 1__� 1�"�,,_ -�� , �, a- CONST. 12-INCH ROP LINE ;, *-I � , L.F. 1.9. CLASS 1/1, LENGTH a- CONST MANHOLE PIPE TO PIPE PER S.S.P.WC, STD. PLAN 0 1_k�_.��_ --I � �,,­__ AND SLOPE PER PLAN, BEDDING PER CITY OF A TASCADERO 321-1. . A( _Zz�� , ENGINEERING DEPARWENT STANDARD DRAWNGS. __ REMOVE BRICK & MOTAR AND JOIN EXIS77NG PIPE WTH ��_ I _,�, �, � 40"%)� (D ;E lz��. - < �� __� .- , ( J CONST 18-INCH RCP LINE, L.F. 1.9.. CLASS 1/1, LENGTH CONCREIE COLLAR PER S.S.P.WC, STD. PLAN 360-2. I- i �� 1_� *_� N%.Or �i I _­. OD 'AN �� ____ AND SLOPE PER PLAN, BEDDING PER CITY OF A TASCADERO - INSTALL 12'* X 12'" PRECAST CONCRETE CATCH BASIN WTH cn At- 4�� 0 Q m .Z� " ENGINEERING DEPARTWENT STANDARD DRAWNGS. STEEL GRA7E PER BROOKS PRODUC7S OR EQUAL. to ls;;:�_�� - C> � 0 LINE wAommimp"m &_ CONST. 24-INCH RCP LINE, L.F. 1.9, CLASS 111, LENGTH &_ CONST CONCRETE APRON AND OCP1. SEE DETAIL 1 ON 8"5 . . AND SLOPE PER PLAN, BEDDING PER CITY OF ATASCADER0 SHEET NO. I 0. I �, I%- OP . ENGINEERING DEPARTMENT STANDARD DRAWNGS. CONST. 12-INCH HDPE LINE, L.F. 1.9, LENGTH AND ": 20' 40' 80, 120' &*"�% � .__­­__­­ &_ = I I 0 "m -",-,,,'' P . 15 1 5 CONST. GRA71NG CATCH BASIN PER S.S.P.WC. ST9. PLAN SLOPE PER PLAN, BEDDING PER CITY OF ATASCADERO i� � SCALE, I" z 40' 305-1. CONS7RUCT MONOUTHIC CATCH BASIN CONNEC770N, ENGINEERING DEPAR7MENT STANDARD DRAWNGS. 3� ----------__---_ ___ - - CORNER CONNEC77ON PER S.S.P.WC. SID. PLAN 308-1. *q . 11 11 I 0. .1 a- I ugodw 6 001 _11 (n 0 . I . UNION ill 111 Im I IN-I, 1 , . . .1. . , � ch Oroum W.O. i317.3 . 11 0 1 PREPARED BY: e F IT ISSUANCE BY /I I CITY OF A (O "� � )F �. - --- .­ ­­......­­__­ - " Up** Abut R.W.T. " SHEET w 1% 00 f Sowhern California -1.1. I I -DE-StGNED ,"* v CITY OF ATASCADERO �/, . �1_ 0 RAMSEYER AND ASSOCIATES, 14C. co � 9 3� 1 - __ J�, � " CIVIL ENGINEERS - LAND PLANNERS - SURVEYORS 0 - .. �%- 9 '18,81 KNOLL DRIVE, VENTURA, CA, 9300:3 1 �Z_ v Uf amIll". " TRACT 2608-1 WOODRIDGE OF z Call: TOLL FREE I x m t , i F.E.B. PHONE (805) 654-1088 FAX (805) 654-8013 No. 3731 6 �R . k 5 " Exp. 6-30--W I c9-Z . I I"I - 2-1 . �_ I, . , , , a. 1-800 DELINEATFD A* A - , STORM DRAIN PLAN 12 - .11 , . . � I? V ipr.,*� 10 N c1v1%- , I RM NO. r.- Z -4133 , /1.4 -_'111, � 4^2 - __ ...- .... � - _____T_ R.W.T. GF 1- .- ­- m . I - - - . - - - - - j I - I I , _-t , , , , , r, I - ij , , "=Tmmw� I 1 . M7 1 1 1 ' 7 8 kf - i 97 i I I � T , 15. - 6 T T , r - �'�-"' 7 ;.? I S __ 11 I­­i T � i-T- `----- _)." I I I ---- ' I � ___� I HL `--- I - ­ , i � I - . I T . ­ - -F-1-_�- � I I I I - --4- __� �� I JA I j c I i 11 I _T__ I of i i i t ; qP 95 _.�_ ) I I I - ! I I * - ---i 2= 5 _m -4-1 - -I ; _L_ � . I A_.� - I 40 -1 j I 9 I , � 0 i � I . 2 _1%LA- f f k j ____ ,_­_ , ,---, ( -(b I I , I �_ � , I � I I k cz- , =1 , , '-'I'll';I— il___t-111"F____-___`1!�*__ I I ' * - I* _=Ik� ��,__ _j QqL - 00 12$[ ;111 -,��il . I . 11 "F� I � ­_ li"� - 1, i;;��� I .:R%01�0% �---�_'^ " . .,�r_ I I *� _ , Vj ;t- I C* _nON OF CHANGE RANDY W. OEDTER R.C.E. 373116 DATE - LINES t- TWO WONOW DAYS BEFOM YOU M REV SYMBOL DESCRIP RCE DATE CITY DATE CITY ENGINEER DATE - -1 _____________ - ? �jm 11 Jill 11 I I I . � . . I - ��ll.,Ill 11,11 I 11 1,� I I 11 11 I I � .. -I., ­-, 11 Ill I I'l m � I'01 CD 3: . a � - � -,--------�---------,--------------�---.----,----------,-,,---�,---.--�,.-----��--,-,----"------�--��------I__�______��___11. 1�_­-^______11____11 r�-�-�--,-------"--,--,-,"--"--�l------"-,------�-�--�-�--7-7------"---,-----""-"�1--l-11------------I----,,--______­__,__,_­__­,__,--------------_­_­I-------__,____,_________,�,-.-----,--------�-7��-1--l-l----��-r��7��-17��-�--------------,-,�--�---�-�,---,--��-11,�-�-�r---,----,-�---,--------"-�--l���"�--���---�-71----�',�,,�--"---------------------I---------------------------------------1-1--l-----,--�------------------,�--"-�"-�-�-,----,""-"",--,��-'---�---�-,,�ll"��1-1-�,-�11-11--l'I'l�Ill-ll--,--,-",-,-'I----11*1­11-------1-1-----------------""-"--�---,----�!-r�---,--,---,-----".�-�i,���7��-��7�ll------,----------------,-�---I FACE PLATE ISM 0 300 wxgo40120) AS 5 ffml(I/4*)R EACH WAY (TYP.) 5 ff"/4")R STREET. GUTTER. OR LOCAL DEPRES- NQTES-. tON SURFACE E BARS-2 ABOVE a -7 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED A 2 BELOW OPENING C BARS M 0 450 mm ------ SIDEWALK OR. IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE 4" 1. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE A.. A4 0 188) VSHAPED BY PLASTERING. LL 3:2 POURED EITHER MONOLITHIC /WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS -1 r '-100 mm SLOPE OF CONCRETE AS IN THE BASIN, WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE 300 mm 0r) MIN. A (4111 de- 4 a) t f 2. TWO GRATINGS ARE REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS. 75 -WITH A WEAKENED PLANE OR A 25 mrn(l')-DEEP SAWCUT CONTINUOUSLY AROUND PROVIDED -A t 899 non(35 3/8 ",-FLOW LINE THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL w75 mm (31) MIN. FACE LOCATION TIE DOWEL E OF THE SIDEWALK, SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. v 75 mm AND LATERAL SLOPE OF 1;12 MINIMUM AND Iz 3 MAXIMUM. SLOPE FLOOR FROM ALL DIRECTIONS PLATE (Tx v.# COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE ----------------------------- (3)R TO THE OUTLET. SCOR BASIN. olr . it -- / A 300 nun (121 MIN. 4m + kN LINE `-CURB LINE 4. DIMENSIONS: v SHAPED BY PLASTERING. STEPS 5 rm ON 2 SIDES OF 19 21 ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE 2 EMA 15M(#4) I &)� K I STEPS lBt /49 V = 1.0 m(3'-6*) MANHOLE FRAW t mm AM COVER (41MIN. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL Via THE DEPTH AT THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS- -.-1-300 nwn 73 mm AND LATERAL SLOPE OF 1.12 MINIMUM AND 1.3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE CONNECTOR PIPE OR f- 02")MA)L (30)R EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE OPTIONAL SUBGRADE MONOLITHIC CATCH W = 1308 mm(41-3 1/29) FOR TWO GRATINGS,. ADD 660 mm(2'-2m) FOR EACH ADDITIONAL y I CATCH BASIN 11 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. ul BASIN CONNECTION GRATING. BARS-2 ABOVE ek MANHOLE FRAME 39 2 BELOW OPENING I 1 01 41: coo SECTION A-A ANO COVER� 0 50. A = THE ANGLE, IN DEGREES,. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE 15M 0 450 mm w 4. DIMENSIONS: 15M 0 450 mm AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. (04 0 18*) (94 0 180) mow 0 = 970 mm(3*-26) SURFACE FLOWLINE z T SEND AND WELD C BARS 0 L OPTIONAL SUBGRADE CONNECTOR PIPE V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF ANGLE TO MAINTAIN FINISHED SURFACEA S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- _10 GRATING IN PLANE OF SECTIO A 31 OR MONOLITHIC THE CATCH BASIN AT THE OUTLET = 1.35 m(4.59. 5 moptl/41R FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. N., A 0 Z CATCH BASIN FINISHED SURFACE (TYPICAL)--- WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. T14E CENTERLINE OF THE PIPE SHALL 0 col*: CONNECTION V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT _p�h INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A u N _Lt I THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS L ao OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mnrAI20). SURFAC� FLOWLINE CATCH BASIN WALL. AND 75 mm(3*) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL STEPSSKEW NECESSARY Tt) TIN SURE ININIMUM 84 mm(3") PIPE EMF)EDMENT. ALL AROUND. V+fIT1.11N THE ��1 AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED SECTION A-A L 2-L 102 MMX76 MMX13 mmxls?s.mm 65 snm 5 mm it At V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE *A* IS LESS THAN 70 16- - lk ZGRATINGS AND 2 1/2 (1/41 A THE INLET, NOTED ON THE PROJECT PLANS. (4*x3'xI/2lx62*) FOR 2 GRATES* MODIFIED FRAME DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED 10 1�- _�_ ADD 660 nmi(21-211) PER EACH 0 100 mm 00 nmiso) H NOTED ON THE PROJECT PLANS. ADDITIONAL GRATE IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE (40)R @4) IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- W NOTED ON THE PROJECT PLANS. 2 TING STANDARD LENGTHS OF PIPE. PLAN go A THE ANGLE, IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE PLAN 00-% 0& 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. CORNER, CONNECTI AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE 15 ATTACHED. 0;- 0 THEY SHALL BE LOCATED ON THE OPPOSITE WALL. STEPS SHALL BE SPACED 500 mm(121 APART. + THE TOP STEP SHALL BE 175 mm(71) BELOW THE TOP OF THE GRATING AND PROJECT 65 nun DOWEL MP.1 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECT- OPTIONAL ROUGHENED (2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mtn(5*). FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN, CONSTRUCTION JOINT WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL (TYPICAL) 7. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN.- PLAN DOWEL DETAI L INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED ATA SKEW NECESSARY TO INSURE MINIMUM 80 mm(3*) PIPE EMBEDMENT. ALL AROUND, WITHIN 308 MONOLITHIC CATCH BASIN CONNECTION 2 BELOW OPENING THE CATCH BASIN WALL, AND 75 mm(3") RADIUS OF ROUNDING OF STRUCTURE CONCRETE. OPTIONAL SUBGRADE 309 CATCH BASIN REINFORCEMENT STRUCTURAL DATA ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE 311 FRAME AND GRATING FOR CATCH BASINS i_300 mm 300 mm USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE *A* IS LESS THAN SECTION Bi-- 635 STEEL STEP (120) MIN. 11120) MIN. 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED WALL AND SLAB DIMENSIONS AND 636 POLYPROPYLENE PLASTIC STEP A IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE REINFORCEMENT REOUIREMENTS IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO "DID CUT- STRUCTURAL DATA 8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL REINFORCEMENT TING STANDARD LENGTHS OF PIPE. VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE xp WALL AND SLAB DIMENSIONS AND MAX MAX t tF REQUIRED IN 6. STEPS SHALL BE LOCATED AS SHOWN, IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, REINFORCEMENT REQUIREMENTS METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION W V FRONT IREAR 11BOTTOM I END THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL REINFORCEMENT SHALL BE ENGLISH UNITS_ WALLWALL SLAB I WALL BE SPACED 300 mm(12*) APART. THE TOP STEP SHALL BE 175 mm(?*) BELOW THE TOP TO THE NO, OF MAX t FOR 1.0 m(3.511) 7_4 mf8l) : 150 ftn(60) 150 am-461 MANHOLE AND PROJECT 65,mrn(2-1/2*)- ALL OTHER STEPS SHALL PROJECT 130 mr"(50). GRATES V WALLS AND SLABS � \\ 1.0 m(B.51) 3.5 N4121. 200 MyAel 200 mtell 7, DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7 ) ON CENTER (MAXIMUM) ALONG THE 2-3 1.2 mt4l 150 mm(6 ) 0 E BACKWALL. 2-3 2.4 fn(81) 200 mm(S*) NOT REQUIRED 2.0 M(71 '-68.1 w461 mmorAW) 150 nwg6l) 1 8, THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 2-3 3.0 MOO,) 250 mrn(10*) 15M 0 450 am N U (#4 0189 2.0 M(79 3.5 mtl2t1 200 mW81 200 ffwA8') 308 MONOLITHIC CATCH BASIN CONNECTION 2-3 3.5 m(129 250 mrajol REQUIRED CSARS 'Z R 309 CATCH BASIN REINFORCEMENT .4,0 nV(14') 1.2 ffK41 150 MUK64 150 ftd6w) " 0 R 4-6 1.2 m(44) ISO nwiv(611) 0 E R E 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 4-6 2.0 rn(?,) 200 ffmi(S") NOT REQUIRED 2.4 M(W) 150 MXKS') 200 UWAS's) I C 3t2 CATCH BASIN MANHOLE FRAME AND COVER 4-6 2.4 rn(Sl) 200 mm(8") 4.0 fn(141) : 3.5 0912!) 200 X#rA$*) 2SO AWMI01 N E 635 STEEL STEP REQUIRED 636 POLYPROPYLENE PLASTIC STEP 4-6 1.5 n4121) 250 nwMIO") F M 0 R 7-9 1.2 vg4s) 150 =K69 150 MM6- E 1.2 m(4') 150 mm(6") 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL -9 200 mm(8*) NOT REQUIRED is N VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE 7 1.8 r969 1.8 adWIl 150 MM(69 200 =481 Q 11, .. . - -9 200 Motol E T 7 2.4 m(81 /M�� METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENSLISH UNITS MAY BE SUBSTITUTED 2v4 Wfll 200 mrotGO) 200 -9 250 mm(loo) FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION 7 3.5 M021) SHALL BE ENGLISH UNITS. 3.0 NOV) 200 "80) 250 06000.1 ;.2 ra(4 ) 150 n=(61 REQUIRED PLAN D )'q 2.4 #*S') 200 mm(so) CTION f j 250 mm(10-1 r///.T _ 1 9 3.5 M(121) 250 mm(fol S I DE 99NNE R W 9 t92814 V 3.5 n41211 OR 0 > 1,2 m(49 SEE PROJECT PLANS AgERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLM AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMULGATED By THE STANDARD PLAN "ME PROMULGATED BY THE METRIC STANDARD PIAN PROMULGATED BY GRATING CATCH BASIN ALLEY METRIC mmic PUSLIGWORKS STANDARDS INC.. MONOLITHIC CATCH BASIN ME PUSLIC WORKS STANDARM INC. RIBUC WORKS STANDARDS INC.. CURWOPENING CATCH BASIN GREENWOK OOMMFTEE GREENSOOKOMMITME GREPAsomcommu-ME 305 - 2 308 - 1 30o - 2 SVE GRATING CATCH BASIN ALLEY (TPANSVERSE) 305 - 2 CONNECTION 1984 300 - 2 IN4 (TRAN RSE) 1%4 CURB OPENING CATCH BASIN SHEET 2 OF 2 REV.19% SHEET I OF 2 REV.IN6 SHEET I OF 2 use V"m VR�NDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC71ON -SHEET I OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES it MAIN LINE RCP OR I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER REINFORCED MONOLITHIC OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER 0 OF THE ARCH. SEE NOTE 2 STRUCTURAL DATA MAIN LINE., OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER SEE TE 10 THAN 600 mm (24"), B SHALL NOT EXCEED .75 0 OR 975 mm (391. H ES fi C 08E c DaE BARS BARS BARS BARS 2- IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN. D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL 300 mm (121) 115 mm (41 1050 mm (420.) 190 mm (7 1/20) SHALL BE CUT AND SENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REOUIRED FOR A 375 mm (1511) 115 mm (4 1/46) 1125 mm (451) 190 mm(T 3/40) 450 mm 08*) 115 mn (4 1/20) 6 1200 mm (480) 215 mm (81 0 80 mm t3l m1m �L LATERAL/ REINFORCED MONOLITHIC ARCH. 42" 0CPl WITH STEEL COVER 525 mm (211) 140 mm (5') 1273 mm t5l") 215 mm (8 1/211) 9) CONNECTOR PIPE 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE PER CALTRANS STD, D75 .0sammom %w 544) 240 mm (90) INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS 600 mm (241 140 mm (5 1/41 1 1350 mm ( SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES TA 3 675 mm (2710) 140 mm (5 1/26) 1425 mm 4571) 240 mm (9 1/4") APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH 0 750 twn (5011) 165 mm (S.) to :1500 mm (600) 240 mm (9 I/r) GBARS THE CONNECTOR PIPE CENTER LINE. 25 ABOVE INV. w 0 ROUND 15M 0 150 inm TOP 60 SLUMPSTONE 0 _j rg (o $25 mm (33.) Ic>5 mm (6 1/4") 1575 mm (630) 260 mm (10") a EDGE 1 4 0 6') OC 4. VALUES FOR A, B, C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. SOLID GROUT NO. 4 0 ""2" ABOVE INV. TO 75 mm ELEVATION R AND ELEVATION S SHAt-L BE SHOWN ONLY WHEN REOUIRED PER '1�24" O.C. 900 mm (3611) W5 mm (a 1/2") 1650 mm (660) 260 mm (10 1/40) w Lq Z+ w) R F 10 1- 0 ----IOM 0 450 mm NOTE 5. N'A 975 mm (390) 1.90 mm (71 1725 mm (69") 200 mm (10 3/491 1.- z n z rm (03 OR *4 0 180) I w w 0 OC TIE BARS F.S. 111300 mm (7r)l 280 mm or) w �d 4" < w 0 to w 0 5. a. ELEVATIONS R AND 5 NEED NOT BE SHOWN ON THE PROJECT DRAWINGS Z w E AND F BARS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY, oor, FOR S GREATER THAN 1800 mm (720) SEE PR04CCT PLAN i5m 0 75 mm b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A l' ABOVE INV. 12" HIGH X t®5 0 31 0C. STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION 18" WIDE IE SEE NOTE 8 OF AN INLET PIPE. OPENINGS S c. ELEVATION S SHALL BE' SHOWN ON THE PROJECT DRAWINGS IF AN INLET 0 � STA. POINT TABLE OF PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE NO. 4 0 L PfPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE 18* O.C. 4 NOTES SEE NOTE 3 VALUES FOR T CATCH BASIN OR GRADE )BREAK IN LINE. MAX. A I. REINFORCING STEEL SHALL BE 40 mm (1-1/20) CLEAR FROM FACE OF (31 IN 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE V CONCRETE UNLESS OTHERWISE SHOWN. STA. POINT T INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN NO, 4 OONT/ LATERAL RADIALLY IF ANGLE A IS GREATER THAN 450, 8 IS LESS THAN OR EQUAL TO SEE NOTE 3 300 mm(121 130 mm t5l 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT PLAN 375 mm 05') 130 mm (51 600 mm (24*) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN SECTION JOA-A's. AT CENTER OF OPENING AND SENT INTO WALLS OF MONOLITHIC CATCH 450 Mo tl$*) 130 mm 15*1 .5 D: OTHERWISE, STANDARD PLAN 340 SHALL BE USED. BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH 525 mm (211 130 wo (51) 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. BASIN SHALL BE CUT 50 mm (20) CLEAR OF OPENING. SPUR 10M 0 450 MM 600 mm (241 140 mm (5 1/21 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL (*3 OR s4 0 18*) 675 mm(2"r) 140 mm (5 1/2"3 5. CONNECTION Sl+ALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE OC TIE 8AR 750 mm.(301 150 mm (6*) TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE G BARS 15M 0 150 mmmm f 1 TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE 42" OCPI WITH STEEL COVER ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE REINFORCING STEEL (84 0 6-) OC I.- CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF PER CALTRANS STD. D75 WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A 900 mm (36*1 170 Mtn Is 1/2*) rooA CURVED FORM WITH A RADIUS OF 75 mm (31). 97 3 180 mm (71 THE SPUR. 80 mm (3'1 MIN- mm (39*1 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND 6" SLUMPSTONE SOLID GROUT 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN-* -SPRING cm ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IFA PROVIDE LINE 13 mm i5l Im 0 - -TIE BARS PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN z ROUND JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE, THE 24u HIGH X 180 (A) EDGES E BARS 1 51 ELEV. R cc (B) ANGLE A FOR PIPES THROUGH 750 mm (300) IN DIAMETER oc -T- CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE WIDE OPENINGS <Z� ELEV� S 0,80 mm G BARS MAIN LINE AND TO THE LIMITS OF THE CRADLE. A IS LESS THAN 70 REGRESS OR GREATER THAN 110 DEGREES. IF CONNECTING TO AN EXISTING STOPM DRAIN. PORTION OF CRADLE X-0 To- B .T_ OPPOSITE INLET MAY BE OMITTED, 5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS F BARS 15M (05) 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615. 0 75 mm (31 OC IF METRIC VALUES ARE USED. ALL ARE NOT EXACT EQUAL. VALUES. GRADE 40), AND BE PLACED 40 mm (1 1/2') CLEAR FROM CONCRETE SURFACES. 18" R.C.P. OUTLET PER VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT CONCRETE CRADLE, 120* TVP.UNDISTUR 0 UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS ----'--STORM DRAIN PLANS REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED EAR T14 H _1_ _ _H 265-C-14 (450-C-2000). THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 M' m (60). FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES LO ----- I SEE NOTE 9 JUNCTION STRUCTURE PER USED FOR CONTRUCTION SHALL BE ENGLISH UNITS. SECTION" Z-Z SECTION /!--TVI 11. FLOOR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF 12" HIGH X 18" THE SPUR. WIDE OPENINGS STORM DRAIN PLANS 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN CONCRETE APRON fd 0CPI ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER NOT TO SCALE STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLM PROMULGATED BY THE STANDARD PLAN METRIC PUSLIC MFIn STANDAR08 IM.. JUNCTION STRUCTURE-PIPE TO PIPE INLET METRICAiET LIC cry GASENWOKCOMMITICE JUNCTION STRUCTURE PIPET PIPE INLET ID > 600 mm (24) OR OD > 1/2 MAIN UNE ID 331 - 2 331 - 2 MONOLITHIC CATCH BASIN CONNECTION 308 - 1 1984 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT110N SHEET I OF 2 IDI 600 mm (24") OR OD> 1/2 MAIN LINE ID SHEEr 1 �© �OF 2 SHEET 2 OF 2 11111 m 1 11 0 0. III,I 111's i a PREPARED BY: W.Q. 1317.3 REVIEWED FOR PERMIT ISSUANCE BY CITY' OF �►'T��I►SC�I�IL�ERO SHEET R.W.T. CITY OF ATASCADERO ESIG RAMSEYER AND ASSOCIATES,, INC. '&�< 10- <' CIVIL ENGINEERS - LAND PLANNERS - SURVEYORS DRIVE, VENTURA, CA. 93003 r 1881 KNOLL f 5 TRACT 260oc' WOODRIDGE OF Z PHONE (805) 654-1088 FAX (805) 654-8013 No. 37316 F.E.B. -30-M :5 - up. 6 21 a. d. DELINEATED STORM DRAIN DETAILS JAW FILE NO. CIVI K.W.T. CF RANDY W. fffEDTEA R.C.E. 37316 DATE CITY ENGINEER DATE IN + IAME)l t.i... _ REV SYMBOJ DESCRIP-nON OF CHANGE RCE DATE CITY DATE 0 ZH�CRE -------------- ----------- ---------------- ----------- IRWIN E NOTES 0 . EDGES TO 8E ROUNDED 15M 0 300 mm {a4 0 12° 2 TO 75 mtn 131 R �- � -� 330-C-23 1560-C-3250) CONCRETE --} I.. A EX CEEDS ETEPIwRCI�COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE o 1 ,, II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE., L12 {TYR') A � A , A NOTES 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) = ! A. MAIN LINE = 825 Rim (331 INSIDE DIAMETER OR LESS_ (EXCEPTION - :"::_ ;� � mom► 4r) (TYP.) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE OF SPUR } � � IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36 ) THAT IS GREATER THAN 25 rnr�3 (I ), BUT 13 LESS THAN 75 mrn((3") f_ WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS =_=_ .:..;�-:":`;-•t__ A CONCRETE COVER IS REQUIRED #N ACCORDANCE v�IfTH SUBSECTION Iso € °} THAN 867 mm (2'-60 1/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR TO 1050 mm (42") INSIDE DIAMETER AND THE MAID LINE RCP UPSTREAM IS •'•,_ � 306--1.2.4 OF THE SSPWC. 1K JN. ..._. _._ » 825 mm (3►3*) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 3.22 IS t � UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C_C AND DETAIL N rli-� __ !-� sTI»IiL xEt1�E. I ItiI DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 Ilan (6•) WHEN NOT APPLICABLE WHERE THE. MAIN LINE CONDUIT IS LESS THAN 900 mm � #F THE, EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE 0 100 mm (®4 0 4•I OC (360) IN DIAMETER.. � � � L T THAT IS EQUAL. TO OR GREATER THAN 75 mm (3K). BUT LESS THAN LARGER VALUES OF M WOULD REDUCE H IN SECTION C-C TO 1,060 mm (3'•-6•) ` IS(} mrxl (6�). A CONCRETE COLLAR 1S REQUIRED. IF THE CLEAR .�•• DETAIL F.NF. PLAN OR LESS. N ® � � � � 304 mm (12`! Svcs mm (12R} 100 ,ran t4•} SP::CE IS 150 mm (6") OR GREATER. A TRANSITION STRUCTURE B (RINGS AND COVER NOT SHOWN) B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE EW OR �_ o, 450 mm (18 ) 300 mm (12) 125 mm (5) IS REQUIRED. PLAN SEE NOTE 1 2. H (IN SECTION A.-�A AND B-B) SHALL. NOT BE LESS THAN 1.2 rrr (4'-0').0'). CONNECTER �"t? TI•D IS 4�tANt-Y{�LI;: is SUCH THAT �`NE I�f STANCE t"R4IlA THE EXIST. PIPS �� _� 600 mm (244) 300 am (121) 150 mm ter') BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF SHALL NOT OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (6") �•--OW 3. CONCRETE COLLAR SMALL NOT BE USED FOR A SIZE CHANGE ON (SHAFT NOT SHOWN) THICK TOP OF THE MANHOLE CHAMBER MEASURED VERTICALLY FROM �1-�� � ' � _�'�`3�, 75fl mm 1313*) 454 mm €18'l 175 mm (7°) THE MA114 LINE, BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE 'REDUCER SHALL. � �-x'�.,,r�,q BE USED. FOR H (IN SECTION C-C) SEE NOTE 1, THE END OF THE RCP. SHALL BE A MINMUM OF 150 13'm (6"). � � � 4` sT``�--., 900 mm (36') 450 mm 081 22.5 mm t91 4. CONNECTER PIPES STREET GRAD MANHOLE FRAME CONCRETE RINGS � STREET GRADE � � fi��-w � ICiStI >:nrrr {42') 4513 i17f1'i [1$") 225 1T1t1'# 49"3 A_ WHERE P-IPES {1F DIFFERENT DIAMETERS ARE .1fJlNE[3 WITH A AND COVER PER PER STD. PLAN 324 25 mm x 25 3. I... SHALL BE 1.2 m (4'--O') UNLESS OTHERWISE SHOWN, L MAY BE IN- C. Itw Ti°IE SIZE OF THE LATERAL IS SUCH TMAT THE AB DVE-SPECIFIElD 12fjp mm 148" 454 mm 418°) 250 mm (113#) CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER STD. PLAN 630 CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY MINIMUM DISTANCES CANNOT BE A$'AtIV'I'AINED. THEN ONE OF THE ..":'..:-: <A PIPE. I�-�7t OR D2. WHICHEVER IS GREATER. �!} OMIT TH i S S TEP (5'x6`} +� 1�1 PAVED STREETS RING SEAT �^" `'� '"� 1425 tnm {57'l 454 rmin (1$ ) 250 mm (10 ) (2a 3 MANHOLE CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. FOLLOWING ALTERNATE SOLUTIONS MUST BE USED• ;.- g. Wf-IEI�t } IS EOUAL �O t R LESS THAN Ii}2.SOFFITS. INVERTS AND 1500 mm 460 525 mm (21 ) 275 mm fir) VtfHEN DI IS GREATER THAN D2, JOIN SOFF€TS. .,.;. SHAFT 225 mrd €9 -� "" '�"" :*o: '< r mm PER STD. 400 mm (161 FOR 610 �Q 4. T SHALL BE 200 mm (89 FOR VALUES OF H UP TO AND INCLUDING 2.4 m 1. PROVIDE A SPECIAL STRUCTURE.FPLAN 324 PAVED STREETS. �-=- (24"1 '� (13'-Ol AND 250 mm (101 FOR VALUES OF H OVER 2.4 m (8'-•-0"). 15M 0 300 mm 1650 mm (66° 525 mm(21'3 275 mm €r) 5- FOR PIPE LARGER THAN 1800 mm {721 SPE(,1f`,L. COLLAR DETAILS "' t • �30Q mm t3•-�•k 650 mm €2`�2-3 � � 125 mm t5•1 �� {�+# � 42°) ARE REQUIRED. c .�-�- ---- STREETS I,oR uN ��, 1450 i3'�f•1 T -cv 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS 18vn mm t72°) 600 (24' 300 mm 02'1 �"�: PAVET STREETS " " «� -j 1- 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE 3_EgM €"�) CIRCULAR T!£S. C. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. t2, m CENTER LINE OF SHAFT. ELEVATION5 ARE SHOWN AT CENTER LINE OF JUNCTION STRUCTURE OR TRANSITION STRUCTURE. SEE NOTE 9 GxwY ta-1 125 mm x :50 mm (5'x21 PIPE SEAT � � ix Ld SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3_ 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A X115) GRADE L.75 mm 13-I T cs Q W 300(40), 1K0 ,m t -6.1 ROUND EDGES 15 mm � >CIT 12. MANHOLE FRAME AND COVER SHALL CONFORM T4 STANDARD PLAN 6310 154 mrtk 10 T. yY OF INLETS (1/ 6. REINFORCEMENT SHALL CONFORM TO ASTM A 6f5M, GRAIOE 300(ASTM A 615, UNLESS OTHERWISE SHO 6°) MIN S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR 25 mm 01 ---ROUND EDGES GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- TIES SHALL BE D+(2X WALL THICKNESS) + T. � FACES UNLESS OTHERWISE SHOWN. 1 , MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS -15 ;n�► OTHERWISE SHOWN. r•�',� O. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS (1/2' INLETAPPLIES ELEVATION THIS SSECTI CSN C_-C 7. FLOOR OF MANHOLE SHALL BE STEEL. TROWELED TO SPRING LINE. ___ �Q �, GREATER THAN 525 mm {21`} AND ON ALL PIPES WHERE THE SPACES APf'L1E5 ,4T THIS OUT t� BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER. POINT t3. BODY {3F MANHOLE SHALL BE POURED 1N ONE CONTINUOUS OPERATION I°�• WHERE A MANHOLE ��'SHAFT �- 900 mm (36"� WITHOUT REDUCER IS �1�.E2 ...�. � CST NO. 1 ��.y�s ' EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY' SPECIFIED REFER TO STANDARD PLAN 536. � � CIRCULAR TIES PIPE DIAMETER NO. OF SECTION �'-".� - MAY BE PLACED AT SPRING LINE. -_...�._ -. .. _ _ _..._.,. � '�' _ CIRCULAR TIES 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS � 525 mm (21°) OR LESS 3 STATION LINE- -,---900 mm i3' 0*1 SPECIFIED REFER TO STANDARD PLAN 328. �0�, CUT 6{�C� m1� (24') T(� 75C1 mit (�(�") 3 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE NO. 2 a � :: °: 2130 ,m (S•l-. / A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8'). I6_ WHERE A PRESSURE ANHtJLE SHAFT •• 914 mf#t (36&� 11I11TNOUT REDUCER �... -�- LINE ,-:'�; °a"' 825 mm (331 TO 1425 mm (57') 4 I IS SPECIFIED REFER TO STANDARD PLAN 329. `' �' '' a 1500 mm (601 TO 1800 mm (721 5 STEPS 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE � :. T T SI O mm (18"} SHOWN, STEPS SHALL BE UNIFORMLY Y SPACED 350 r 16 (IQ"} TO 375 mm (I5"? OC. I7• DI NSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE 6�MIN CUT NO- 2 WHERE THE SPACE BETWEEN PIPE ENCS EXCEEDS 75 mm (3'). THE fiS mm 131 Rrj-,g THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES NUNfBER OF CIRCULAR TIES SIIA1_L SE I1•dGREASEf� �0 tv'IAINTAIN AN AT THE SIDE OF THE MANHOLE. USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING 3.14 (FSO-0) APPROXIMATE SPACING OF 150 mm t6"? O.C. L � BAR SIZES IN ENGLISH UNITS ARE USED ALL VMAY ALUESBUSE® FOR CC?NSTITUTED FOR TRI,lCITI�N SHALAR ,I..SIZES.E t�ETAII"". 'OA" (SEE NOTE 1i3? o�pR1R�R SURFACE lo. WHERE THE PIPE IS 525 mm (21°) OR LESS IN DIAMETER AN INTERIOR 10� mm (4.1 t�2r 20fl �► 18-1 104 mm (4.1 SCINp-Tu�E, OR IC3UAL. INTERIOR 1`t7FtM FORM OF UNSEALED SONO-TUBE OR EQUAL SHALL BE USED TO ENGLISH UNITS. PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE 200 mm 03'3 THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: LEFT IN PLACE (SEE DETAIL. A)- WHEN THE PIPE IS 600 mm (241 200 mm (8-) ' CUT NO. I- SAW THE TUBE AT AN ANGLE OF A/2 WIT14 THE TRANS- u a OR LARGER A REMOVABLE INTERIOR FORM SHALL. BE USED OR THE 324' MANHOLE SHAFT WITH ECCENTRIC REDUCER VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS DETAIL. � INTERIOR ,JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND 326 MANHOLE SHAFT - 900 mm (36°) WITHOUT REDUCER TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR NEATLY POINTED. OPTIONAL aorToM GRADE PE3t ITS, 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 9114 mm (360) WITHOUT REDUCER 3.14 (DG-D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. REINFORCED CONCRETE PIPE I1- DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS SEE NOTE S 329 PRESSURE MANHOLE SHAFT - TABLE OF VALUES FOR M (SEE MOTE 1I " BEND THE ENDS OF THE CUT TOGET14ER ANO INSERT THE ARE NOT EXACT EQUAL. VALUES. IF METRIC VALUES ARE USED. ALL SECTION B---B PAVED STREET uNPAvED STREET 630 610 mm (24�? ANHOLE FRAME AND COVER TUBE IN THE PIPE. VALUES USED FOR CONSTRUCTION SMALL BE METRIC VALUES. EXCEPT SECTION MAX. Ml N. MAX. t %N1 633► 914 tnm (36 ) (MANHOLE FRAME AND COVER REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR AWA 867 mm 12'-10 1/2.1 1060 mfn [31-61 6.35 STEEL. STEP METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED C-C 282 mm (I1•) 217 mm (8 112") 410 mm 116.1 380 mm (15*1 636 POLYPROPYLENE PLASTIC STEP FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION-•SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER MANHOLE - STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION�SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMERICAN PUBLIC RBCS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PR0MuLax 13Y THE 1�'� I�`:���v��.�.A� ��t ��r� STANDAfiD PLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN PROMULGATED BY THE METRIC Q �" "�" " PuB ICWOAKSSTANDARMIW-, MI TT3lC METRIC METRIC PUBLIC WORKSSTANDJARDSINC.. CONCRETE 4r ��� � � RCP� I��F�I�i GREENSOOK COMMITTEEMAIN UNE � ? OR SMALLER) 321 - 1 CAREENSOOK COMMITTEE 3982too MANHOLE ' 321 - MANHOLE1 ' AIN . 321 - 19M 300�m 1 THROUGH 1800 mM Z 330 - ,,rre�s, r�yy 380 - 3 REV,im USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3 ' 3" SMALLER) SHEET 2 OF 3 ' " SMALLER) SHEET 3 OF 3 fly''' USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF:2 300 mm 12 THROUGH 1800 mm 72 $HEU 2 OP2 tsi C) T 4•" 5 y�y } F 6 PREPARED : W.O. -1317.3 REVIEWED FOR PERMIT ISSUANCE BY ,� - �, ' CITYOF ATASCADEROSHEET . . , � R.W T �'{ /�rru ®ESIGNED 1R ,�II� I i� 1 � ,� `�• re��' CITY OF �OTASCADER� � i h CIVIL ENGINEERS - LANE? PLANNERS SURVEYORS ,4'�,'' I �I, ..._ TRACT 250' 1`00 W00" RIDGE z 1881 KNOLL THRIVE, VENTURA, CA. 93003 � 111�.�t�� �� . , �� OF z PHONE (605) 654-1088 FAX (8O5) 654-8013 � No. 37316 � DELINEATED r I STORM DRAIN DETAILE-mikki s� RLE HAD. R.W.T. ~ REQ SYMBOL DESCRIPTION OF GLANCE RCE DATE CITY DATE CHECKEDRANDY W. E©TER R.C.E. 37316 DATE CITY ENGINEER DATE M Rim A +� A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED P tiLIC 1mFRkjVE EN P LAIN BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE MAP CONTRACTORS AND/OR OWNER'S RISK AND EXPENSE, B. ALL CONSTkUCON WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS 6,0 AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO 'D" G "E WOODRID(r: STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE -�t,� WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL PROJECT CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. WoujjRl Q� � O D. COMPACTION. TIMIS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACEDDEI 2608 0 L u _` NIA p� AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE COMPLETED_BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY U14I ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. JV1,110 CA I F "Ev E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL: MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE AND.IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. F. A REGISTERS CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST O FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE C1 IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN � THE FINAL INSPECTION IS MADE. 0 G. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN 0 ENCROACHMENT PERMIT AND START OF CONSTRUCTION. 0 H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND '� se FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR -� OQ� LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER �. FACILITIES AND FOR PROTECTING THEIN DURING CONSTRUCTION. I. ALL UTILITY COMPANIES DUST BE NOTIFIED PRIOR TO THE START OF 1 Aa CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ��- ALERT (U.S.A.) AT 1- 800--642-- 444 TWO TO TEN DAYS PRIOR TO THE � UTILITIESS AND T OF NETHER QR NOT A REPRESENTATIVE OF EAOCH ACOMPANY WILL BE13 �1 PRESENT DURING EXCAVATION. 16 ' J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL 'WORK WITHIN THE PUBLIC 15 PI�I�R-�0 TWHEY�TATTF' �1=SC0NSTORUCTAIO�.SHALL BE POSTED ON THE JOB SITE 15 K. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY ENGINEERING 14 13 DEPARTMENT HTHE SSHAOLREVIEWEDFE� 6 PROBLEMS ARIISE IN THE FIELD. REVISIONLLBE Bf � THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT 4 3 1� THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE _ fry-- " � -•� CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE 0 -- SATISFACTION OF THE INSPECTOR. �_.���----;�--- ` � �` �"` VICINITY IAP 1 L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND _ ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS z 1 � N.T.S. PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE 4 15 �, 610 1JEtA MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE , SCALE 1 =200 DESIGN ENGINEER. M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE R--VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS—SECTION, N. ALL FRESH CUT AND FILL ,SLOPES SHALL BE PROVIDED WITH A METHOD OF �, < EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND ENGINEERING DEPARTMENTS PRIOR TO THE FINAL INSPECTION. 0. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR KEY MAP LEGEND GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, TRACT BOUNDARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND TRACT NO, 2608 — SANITARY SEWER IMPROVEMENTS PROPERTY LINE NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. RIGHT-OF-WAY Q, EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY CURB STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION BACK OF CURB SHEET INDEX AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION — INDICATES SHEET NUMBER FOR THATAREA GUTTER SHALL BE INSPECTED BY TIME CITY ENGINEERING DEPARTMENT PRIOR TO THE SIDEWALK PLACEMENT OF BASE. .`-` .` -' EASEMENT 11. TITLE SHEET, I ':DE)� 8C NOTES R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE EXISTING - - -.-w-- - -- PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 2:1 SLOPE 12. SEWER DETAIL SHEET SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING . 426 AND AS REQUIRED EXISTING CONTOURS .. �R PLAN SC PROFILE BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MA ACT. ,x EXIST, WATER LINE —8 W 13. S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF—WAY EXIST. SAN. SEWER 8"--- S 14. SEWER PLAID & PROFILE SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF—SITE EXIST. STORK DRAIN —` '18' SD PROPERTY OWNER. aT� NOTES EX. S.S. MANHOLE ——--�--—- 15. SEWER PLAN 8c PROFILE T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE. CITY COMMUNITY SEER S.S. MANHOLE -- - DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR S.S. LATERAL �___.__�.__.._. __ �, 16. SEVER PLAN & PROFILE IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. 1. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH EX. FIRE HYDRANT GRADE IN PAVED AREAS AND TO 6" ABOVE: FINISH GRADE IN PG&E BOX � U. TIME CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED UNTRAVELED LANDSCAPED AREAS. EXISTING PG&E BOX � CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE PG&E ELECTROLIER AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF 2. SANITARY SERVER PIPE SHAD. BE PVC: PVC SHALL BE SDR PAC BELL PEDESTAL ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL BE MADE TO 35 WITH .INTEGRAL SOCKET END FOR GASKETED JOINT SSMH APPLY CONTINUOUSLY AND N6T BE LIMITED TO NORMAL WORKING HOURS. THE ASSEMBLY. PIPE, FITTINGS, AND JOINTS SHALL BE IN SDMH { CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CONFORMANCE WITH THE APPLICABLE REQUIREMENTS ASTM CLEANOUT CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL 3034. MONUMENT LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK TOP OF CURB T.C. ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. 3. SEWER MANHOLES, DROP MANHOLES, CLEAN-OUTS AND TOP OF GRATE T.G. LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH _ GRADE BREAK G.B. V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFICTHE CITY OF ATASCADERO STANDARD DRAWINGS �0 PUBLIC UTILITY EASEMENT P.E. CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR FLOW LINE TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR 07, 05, #603 RESPECTIVELY. INVERT INV. LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. . THE CONTRACTOR SHALL PROVIDE 'AS-BUILT INFORMATION DRAIN INLET AS TO EXACT LOCATION BY SEWER CENTERLINE STATION SEWER LATERAL SL W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER AND DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE OR A LICENSED LAID SURVEYOR REGISTERED IN THE STAVE OF CALIFORNIA. THEY CROSS THE EASEMENT OR STREET RIGHT--OF-WAY X. POSTMASTER ANDATHE CITY SHALL LDEVELOPMENT DEPARTMENT ROVED BY THE LINE AS WELL AS MANHOLE THE PURPOSE OF PROVIDINGATHE ENGINEER WITH ACLEANOUT ONS BASI�R 00 USA NORTH FOR AS-BUILT DRAWINGS. SEWER LATERALS SHALL BE " n �� � � ' Y. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION °dam'°�°and OF THE IMPROVEMENTS SHALL. BE REPLACED BY THE CONTRACTOR. MARKED CLEARLY ON THE CURB FACE WITH A STAMPED "S". - eirvoce Aged r Z. THE PLAN CHECK OF T�-IESE PLANS BY THE CITY OF ATASCADERO IS FOR THE 5. SEWER MAINS SHALL BE TESTED AFTER ROADWAY'S AND THE LIMITED PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHERSITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER Cali: TOLL FREE APPLICABLE CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION COMPACTION CERTIFICATION. OF THE TECHNICAL. ADEQUACEY OF THE DESIGN OF THE IMPROVEMENTS, SUCH PLAN 1-800 w DESIGN O FSTHHESE IITHEREFOR NRTS,I NNF ACCORDA CE NTH ALL OF RESPONSIBILITY B�LE�SBTAINDARD . E . ALL NEW SEWER MAIN INSTALLATIONS SHALL. BE TELEVISED. 227-2600 0 DARK MARKWORT CHIEF OF WASTEWATER {APER. DATE I WO DAY'S IWOM YOU 90 PREPARED BY: W-0. 13,7.3 ,,,,�. ---� a FOR PERMIT ISSUANCE BY �° ,,.� � CITY OF ATASCADERO _ R.W.T. o`�� � � ATASCADERO � ' � SHUT DESIGN D lA IAT INC. � - c°v CIVIL ENGINEERS - LA@![] PLANNERS - SURVEYORS ' � TRACT . WOODRIDGE 1881 KNOLL DRIVE VENTURA, CA. 93003 � � � ��' �,l � � �r OF d M.J.U. PHONE (8015) 654-1088 FAX (845) 854-8013 � � No. 37316 � Exp. 6-30-06 - 3E9�� � � �;, � 21 DELINEATED µ�� - ._ �_� j'' SE111ER IMPROVEMENT PLAN 100 FILE NO R.W.T. COVEN SKEET, IN �X & NOTES REV SYMBOLDESCRIPTION OF CHANGE RCE DATE CITY DATE CHECKED RANDY W. c3Ec�r�R R.G.E. �7�>s DATE CITY ENGINEER DATE ��: y:��= c� a ---- _.__.._. u.A-_- _ ,, _m n__ _ _— _ — ._ a . _.ma_-_-_.__.Mry ^_ _ _ n m. .. m T_n _�._ — _._.__ m.��ep� � � m_ _ _.__. _ ... �_e_ �� A------------------a ---------- _ — _-.-_. .1- m.. REVISIONS APPROVALS EVISI aN "REVISIONS APPROVALS _. R APPROVAL EM DEaCI IPT1t?I�IS "� ©/ATE APPR(]VED CtaUNCtL RESOL,UMON Nit}. 26--92 3 ��} 92SIONS APPROVALS ' Y "'" DESCftIPTICJ IS BY IJATE APPROVED COUNCIL, RESOLUTION NO. 2+6-92 3 1f3 g2 DESC(�IP'T(Oh'S BY CA7E AI"'PROVE0 COUNCIL RE�a0L.u'u0N NO. 26---92 �3 �G�'g2 - � COUNCIL �t �J. 2�--S2 L �ESOLU11OO I4 10 92 MIN I MOTE: (DWITH NEW SEWER INSTALLATIONS. PROMITY x GUTUR UP LINE_—. SEWER MAIN � THREADED ; � PRECAST R�NI*t}RCE�? MANHOLE BASES CAP �� 1 @ R1 I H EXISTING SEWER: w » POURED IN PLACE CLASS A CONCRE"IE 45� MANHOLE RASE PER S.L.O. CO. STANDARDS �. ,� DRAWING NO. S-3 ..'- " �t& 9M (450) SAM Or SMEWALX- IW7-rBA= � MIN, .° _ NO IRA. 45g ,_, CLEAN-OUT � I S►�► .� f�--sm STMT - u RISER PIPE ' u X A At A 4' ; ��� SHELF LAIERAL STANDARD WYE ¢ a_ STREET MANHOLE FRAME AND COVER TO CONFORM ""�` C _, OR WYE SADDLE w m� ELBgW � ` � SHELF .. 'WITH STANDARD DETAIL. NO, 608 �'• symLASS A r� , 1 SLOPE SHELVES' E Iw SEVER AT CONC. BASE - '�, 1 E STOPPER �.. / TO DRAIN rf LATOW SEAL p E 5p hJOTE. NO LATERALS 34RG. TO BE WY 4 CC3Nh?ECTED TOC rTS. # i 1 ,, - SANITARY SEM M SAND BED PLAN 1 [ PLAN VIEW M , �R PLAN F, A ,4 WSPECTM ARE IREQUM FOR SEM ._ __ . r M J ,„ =t '-:t. _`_" ,::t,i. .......M.,....,...... A.C. PAVEMENT1/8 BEND x4 " r• CONCRETE COLLAR � /$ ;. :Y, •t-_ -ti- :t 3- OR S" RISER RING (3w MAXIMUM) w BEND > �- CONCRETE' COLLAR SASE MATERIAL 24" PRECAST CONCRETE TYPICAL VARIABLE LENGTH � MANHOLE WALLS SHALL 8E A f PRECAST TYPE CONFORMING TO REMOVABLE CAP -'�'� ASTM STANDARD 0478--61T qR P DU C FOR CLASS 2 REINFORCED '- CONCRETE PIPE. CURB culmAME SIZE AS MAIN MANHOLES SHALL BE WATERTIGHT All �` MAIC To THE VERTICAL PIPE w LINE (6" MIN.) � " SHALL BE BRACED "• 28-1 4,* LAIMAL S14ML BE CAST IRON PPE 4C WHILE I�ACKFIDL�NG JOINTS TO BE SET IN A WATERTIGHT 34" T TRENCH ",� - •; SEALANT APPROVED BY THE OVER THE 7W OF PM 01MUMP # TRENCH Y CITY ENGINEER.. $� P a SIM FEW WIDTH - f AT - I e C ( / ► ,. GLASS A MITERED SENDS (1/8) �' ° LEAVE OUT PIPE IN CHANNEL OR PIPE " 4 1/8 CaP(C. BASE = SHALL BE PRECUT BEFORE PLACING WYE �� MIN BEND � _8" 48�' I 8• BASE. 11D T'A _. 2w MIN. COVER SANITARY SE'R'ER LINE ' r r• •; rrw � r; '`= AROUND LATERAD PRECAST REINFORCED MANHOLE BASES a :��w ff yyw O.D. •"• VATH INFLOW AND ��Oq��U��(TFL.�3�11t COUPLINGS WTALL ' 4'f •+• WE L � I��M.• INVERT,�T# !1N�/ .. - CAST IN AT ENGINEERED , AND SLOPE ELEVATIONS. � ° 1" RADIUS ._ SEM M i NOT N O E: WELL TO BE Nv— 4Ti• VALVE ::._ .-:. � BROKEN OR CHIPPED RINGS AND CONES •' �, o�i Nola Tt$ �* COMPACTED SAND OR BOX MTH OAST IRON FACE 1. 8rS APPROVED GRANULAR NOTE- ALL JOINTS ON SEWER AND COV'E'S (BROOKS PROD- � .�..y • � �� ENGINEER.SHALL NOT BE ED EXCEPT BY APPROVAL _ELEVATION MATERIAL DUCTS INC. OR APPROVED __ �= LATERAD PIPE SHALL BE EQUAL.). CAPACITY SHALL � �-�'•" B��1Y F�T� T 3. T r E COMPRESSION TYPE OR •. ;.. OR APPROVED ,� HE ADEQUATE TE I`alb STATE 8°' MIN. •._;::' ,,:.•• ltJJt#.. APPROVED St3LVENT WELD. SECT ,,,..... H2O-S B TRAFFIC LOADING. ••• ~��` ':-«:` �~�"'`�=RUBBER WATER STOP WITH STAINLESS P.V.C. PIPE MUST' PASS A SOLID 60" MIN. � FIT7 NNGTEEL SATO INSURE WATER TID ATTACHED TO GHTNESS. #+�E#TE. OAP`A 'Y SHAwe g#%7wE SR* 5• T #1T !� "�! 2 '�-3 . BALI. TEST FOR DEFLECTION. '�UP TO SMACE. S � � ;�"!t'� H --�'Is .A.., _ A A DRAWN BY: DRAWN BY-: .­­..­_,%. :• ..._._,_.. .. ... .. R.A.L. ��"�"'�` OF A�TASCA.�:3ER+D DRAWING NO. R.A.L. CITY 1�1" AT"A.S�AdER�C3 DRAWING ttr�. A � �: CITY .C]F'_....A�TASCADERC� A �: € ...OF ENGINEERING DEPARTMENT ........ ENGINEERING DEPARTMENT R.A.L. >DF�AWIH� �s�< A.�. CIT` 14`�"ASs~:�1� R 0 ® DESIGNED BY. _. _ S ►1�E ICY; . .. .. .. ......... ....... ENGINE ING DEPARTMENT = .... 1 NE�ERM CNEPA, � DR^w "CL��'++ ii sw�+w s7a a�7< s.i. . _ D TE: DATE; SEWER LATERAL LOCAMON 6037 STEEP S R, SER V CE LATER AL_S Oz 2� 9 2 SEVER C�.EAN OU T �� 02 2792 TYPICAL ECCENTRIC �-- CONE 606 � r �2 LF NAME: FILE � M `Ic<�E SAME; PRECAST CONCRETE MANHOLE SEWER MANHOLE Ct�� 608 D AT6O4.DWO AT60 W� AHED .D�IIG 111 n PREPARES BY: w.c�. 1317.3 -----.— 1 F' PERMIT ISSUANCE BY ,.f �� ', C*ATY OF A O"'6 c R.W.T. � DESIGNED R S YER ASSOCIATES, INC. r��cc CITE �' AT SC Q CIVIL ENGINEERS - LAND PLANNERS SURVEYORS .. ..... 1 KNOLL RIVE, VENTURA, GA. 93 4t. Itil Q L 1� OF M.J.u. PHONE (805) 654-1088 FAX (805) 654-8013 � � N4. 37316 � `� '° TRACT 2608 � WOODRIDGE r,v�eqq c� Exp. 6-30-�-06 �� � >I����... � L I DELINEATED - r . -110 A l� �' T. SEWER DETAIL SHEET FILE NO. R.W.T. RANDY W. T' I�T1=A R.C.E. 37316 t �1TE CF C/�11� , �- REV BOL DESCRIPTION CF CHANGE RCE DATE CITY DATE CHECKED CITY ENGINEER DATE r m ._,-_..-__,a, ---,...-_,.. w I . . I. 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(m "V. v �_ 0- . IP 00 =:) to .- I,- It v . 0 C> . ru EA?s77NG mANHoLE 7o RrmAIN - PER TRAcr 252,5-1 Irl- 4 - 2 ." 0 4 , * 0- . + uj <� pe) --J" I C> C-) I" EA7SnWG 8'" PVC SENER To REMAIN - PER 7RACT 2525-1. 0> . V_ 0- . �l 000% T, - :: CURVE TABLE . �9 INSTALL 6" SENER LA MRAL PER CITY OF A TASCADERO = 0 @_S7D. DW. No. 60J. IF DEPTH ON MAIN SEWN` IS 12" OR >, m 0 DELTA I RADIUS LENGTH TANGENT I MOR& INSTALL S7FEP SEHER SERICE LATERAL PER CITY _j c; 1-11 .... .- � OF A 7ASCADERO SM. DW No. 604. 3: 1 22*11'06" 1 250.00' 96.80' 49.01' 'R CL 1 06 a- . 1. i 11 III I I 1­1,11� I I I I 1 1 - ­ ,- --.1. 0) I .1 1111 I 1111 I Ill 11111 all I 10101111111111111111111mummm� . - - �­­ . � � � � I A*& 1:6 1 . � PREPARED BY: W.O. 1317.3 REVIEWED FOR PERMIT ISSUANCE BY j r, - 0 � N �,,. CITY OF ATASCADERU co . IN - ss, It 94MT fr E.P.R. I 11 CITY OF ATASCADER0 I k� �1_ 01 20' 40' 80, 120, .... � I DESIGNED RAMSEYER AND ASSOCIATES, INC. 1% '"- I K i 13 - - - ___ ____ I I'll �� - .11 ; I � �l I I 11 11 llln!!�� inimmilli ______ � __ CIVIL ENGINEERS - LA14D PLANNERS - SURVEYORS 3? " I miiliiili � -� lq;:, 11 Ift a::: ,, m 1881 KNOLL DRIVE, VENTURA, CA. 93003 7;c, I�Pl , OF z 11 SCALE: I" = 40' 1 . . PHONE (805) 654-1088 FAX (805) 654-8013 cr Q� No. 37316 .twoft V so < J.B.P. -4 TRACT 260-8 WOODRIDGE ,� j - Exp. 6-30-06 1 1913 wwel.- ww 2_1 0- I � ; � CL I . . DELINEATED .. .1 I'll . a . I 1010 . I . - - . I 08- __ ,;. �� �, cjvj%_ � . SEWWWER PLAONI & PROFILE PILE NO. I I I - - - - a-+- I I I I 1 , , II \ i 11 - 70- _____, , , � , , , , --- I-----, , , , , I _.�� � �_ It ' m � I , I I - - ,*,I " -, -,!,---i i i ; L.. I I i I I � I , I I � I !, _� I 1 4 �_ I _� ___ - ! � I � 4 i � ---I I .1 � ; i i ! i V_ - , -­ I , 'pi I i 0' �', 1 , I , i ,­ __ -0 , Rmm it), I t , I ! 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Pro, I N I I L tQ FTp o 0 . s • , r . I • « w . Y N AF ` • • • All 1 11 all 7(� ` M P P21 F. V i M 4w• P . bre . �P V .E . 40,01- L ♦ i. ♦V' Yop • P. • . . .C. P R P. C. S P. C. VVE 2 ' 4 lmo 15 Sb 135, SR3 SR 5 SR35 I 4 c� 1 co a T v f , - . 'SIT. . 15 MrAa A PER C17Y OF A r DIS JWa 6W �1!'7N 24 M � MAAME F,i�I�A AAV GSD"'1 i u U U �--� U.�I rl A rAwll+�#i�� SID. ft Q'V V. (D—AAV SLS"PD? P.�M SEMM PD? Y't F ArASCAMO r -- ��r �AARr�vr SM MR.. L.F.=f.�t. f,� 3 •-- -�+�5►'7"ALL SE CL�AAlldlGl'r CITY O"ATAS AC& �577,>! ow Nra 6 r4 srALL 4"SES' LA7�M PDT GY7�'Y 'AMS MO M. MrALL �w�� �f�I�L LA MA W 1� # 2 < AV70 PR�rY} + 2 AEWW Pt�ks AM A1l�IV. 3+36.08 '' 2 2 .e :� '� : ICE ..'.,.. hilliC ►�A�Ai — PlR' 7fiiAr�.' -v t 1W8"PVC �' IV RAIN -� ' M4cr S�, a'—f. SEE` e LEFT _.. _ _ $ -TALL 6"SMIM 1A fist. CITY CF.A.Ma4 Z+9fi.5t� S'77J� Dili i�lax +�dS: �"AER7hl.SOV'3��i 1�"'1�"�'!.5 f2' !�' c� rALL 7��4!'AL � �►,ff . MANHOLENth. 12 O'A rASCAMO SID. DW fa 2 i+�i 4 SEE sit 14a 15 TABLE 2 jig = DELTA RADIUS LENGTH TMGMT SEE SHT. NO. 19 � 1 15'at *,W 169.(W 44.3 ?229' 2 02W 31 9. 1 11.1 o 'l �` 1 � • . �` a ,r a: yrs I PREPARED BY: W.O. ��. REVIEWED FOR PERMIT ISSUANCE BY =r. .. CITYOF ATASCADER0 s�� �' �o' �v' �a' azo' E.P.R. . CITY OF ATASCADERC `S INC.RAMSEYER AND ASSOCIATE% ,� 4 N CIVIL ENGINEERS — LAND PLANNERS — SURVEYOR 3 t�� , � �cr � � z SCALE. 1 = 40' � � S8 FChlt�i..L D-RiVE, ViEN U , C J.R.P. Nov 3�3 .� Fp �.� TRACT 2608 � WOODRIDGE PHONE (8051 654-1088 FAX (805) 654-8013 a DEI..IN ,- s °-°six xr�►_ c1l �- �� _ �f SEWER PLANPROFILE `, '� FILE NO. R.W.T. 373"[ MATE y REV' DESCRIP11 CIS RCE DATE CITY DATE CI-I CK1ED RANDY W.J, PTER R.C.E. CITY ENGINEER DATE .......__ - a - f w7w _r%OF N.../7%; R I R ED sj ++FM PL TLJ I�E FOIS 4EE vv 1 '1 r • w Nta 2 Mi mom 17 �, ,�. ' 4 � P pt • gJiDl O a t i f f 4 + f • • IQ y 9. PI. ' '� r P T Air ... PP ® .'V, • P. Pc ___pV. RF 1 90 LF. -3.14 V i � 4 8 � 3 DR 3OD 2 2 3 2 V\i/{1� V�I� Ilil LfqqIIIIIIII ---&&TAU �IA11�OW WN hll X AI'�'"Y OF ATAS"CA V J� MACTAN MANN"MAW AAW COMM PW CITY OF ATAS�CAO S7D. Jho. S 1 S 3 SEE SHT. NO. 14 �MMAU 8—A P.VC 1� LAS &D-R- LWIH • ul AW SLOPE Pte' PrAM aEPAW� aTY OF A rASCADIEW d 1+00.00 �- =-4+Z5. fl WrAU 3ENM G�EAI#Wr PS? CITY OF ATA '' 1�' � gg �., 1 MANHOLE . 13 � 5717. D� Nay L + ,+ ,g MrAl1,L. 4*SEVER LA7VM PER CITY t7 r ArASCAD 7 0 •�- SM.. +t�W. A�ksa�l �I IF DI PIN�t.��Vp���G1�W ,�SS�Ifs' Sir�+ /AL�v 9� f �s j mf/% AT�i lr/'U nJ r�w�r�' ZiITrIT SS?WW lA�ll�"m T�.11{ city I j 6 � �� Afro/ Of A SERVIM �1T�7 TPAO�47Y} •�"iTf� L311G�' �!/!�1 1�"t#. jtXTf71117 �IA?E7?ALI «3 ' fiEVOW PU49 AW OW F (j Ek'lSTM AMAV At1+E" T7 1 4W — PM TRACT 2M-1 1 1 7 EV"W 8"PW MOM 7C?,li'�IW — Imo' TRACT 250-1. 1+$3.00 OMALL 6'°SEIM LA AL �R aTY'OF A rASCAMW SEE 1 MOLE . 14 A+v t � �s 12 A? RIGHT 3'7u Dill�1 NPa � �'D�'77'al SE . • 1 F t � TACL S7'EAP �S RW"LAMM PD? C77Y j .- �- AF ATASCA� ,STD. DNQ NA 60t s C 8 3 4 O _ co co E.P.R. +� PREPARED BY: �1 A 1317.3 -- �.� REVIEWED FOR PERMIT ISSUANCE BY � ,- � ITS' OF ATASCADER0 S�-tEET Sar®P�► 4 CITY 'Mr/ TA AD ER V �,• �' o' zo' 40' 60' f2o' Y� ASSOCIATES, INC. � w• � '�'� _ �`� ���� wl .ArAAIA IENGINEERS ��rIMIIIIIA p11911111 AM IMA — ® pMll 111 IIMA SII � ... ". � �P�� r,JC Y —' _ �� CIVIL ENGI KERS LAND PLANNERS SURVEYORS SG:alL �" = 4C1' 1881 KNOLL DRIV-E, V--NTE.RA, CA. 9 t3C33 Z r `� # TRACT 0 1I�OODRIDGEOFPhiC)htE #$(7�l 654-1{?88 FA?C #&C75� 654$013 ,� � `u �* � � JPB.P. � No. 3I3'�8 � � !Isis DEU EA D Iff LE i SEWER T �/ �� . . . a� tsY r .s,�. �'� a owe Tl� ENNE R DATE 5� - REV DESCRIP DE AN RCE DATE CITY DATE �HEDK i i 09 eI Ie %J "INK 040MI mw IV L40 X-A�f it s AQ • M ♦ �A e e • q Xt W t .. M i s V♦ 6d (F. 15.*CIA2 tl a V •V F. i.i♦ a e P . . V. EqN. . P V. . R 7e . A 2 " 4 . $ . 11-114 D 3 R 55I i' 00 to B-t Z 2 . -c�. ��IVSTALL #� 4�1 l CITY OFAT VNJ !M 606 N 24 l�GIi� �" i4 VAI W AAD COWER PER aTY OFATASCAAM STD. IVa ` NSMU 8-ACH ISAV..0 SR lh%C SPAM 11MYN / ) AAV SLOW PD?PUM SEMM PD? CITY OF ATASC4MW SEE TA . 14 EMiMW DAPARTAMT„M OW, L;.Irmrl.l -- - - - SEE RQiT - - 1+94.00 -wrAu mmER ate► T PIER ary Of"AT sawao MMHOIX NO. 18 MULL #"SEW?LA7ERAL PER aTY OF ArASSCAP&W SEE moi` SMD Nat�'DEM cw IS 12*a +a�.1 NSTALL sIEEP SEVIER .Ery LAIMM r MY *V TO PROPERTY) 2+05-50 ,� 1 , �8 99 Al T 0-- R&WOW. '. AILD F s gc� Das vc mmwar >c Rfimw - PER TRAcr 25125--1 2 2 [ 4 � -----EWMV r PVC s 70 IPEIWAAV _ PER MAcr 2505-l. _ _ MrAL 15' SSM M MW PD? aTY Com"AT s = DW Na MW F DD77H aV AMN Sir las la' Q A0% MMU SVSM& SMIOX 1AMM PD? MY OF ATASCAMW SID. DOM NR WA LAIW MVE � S 3 N e^� N s^• TME C} N7+. 1 221VIr 200.W 39e34' ^ Cl.. i2. e E.P.R. PREPARED BY; W.O. 1317.3 ���. E E FOR PERMIT ISSUANCE Y �� � BEET �� CI OF ATASCADERO 20' 40' 60, 1201 RAMSEVER AND ASSOCIATESs INC. : -111, c CIVIL ENGINEERS - LAND PLANNERS - SURVEYORS ». 16 CIVIL ,'► "�� t�+ 138 KNOLL DRIVE, SENTURA, A. 93003SCALE1. 40' W t�� �• � rc PHONE [805) 654-1088 FAX (805) $54-8043 w7 P �MDNEATED T TRACT 2608 WOODRIDGE Exp. 5-30-06 lalvi -RO-FILE ME NO. OE � -- . wwE -N P SEW R PLA REV DESCRIPTION GE RCE }ATE CITY DATE RA W. r. tEA Of O.E. 3731$ DAM CITY ENGINEERWIN r AD _ � F ................_....-,-.... �� �«..-»,�..._--_-.---....s......:�,� mom,-.,-,.b-,_...,-".,.v. w.. ,--.,-. - _ ...,..... .._. ., r..,. .........� ��..e.� .__._.____.._..__..__,. .. __.. ._.._.,...-,_.._,,,,...... s....._,.-_.._......__.,..,., M.._...._... ..._.m..,..--. ....„.,M...�,.,�<.,.,.,„,.....,...__. ..--.,..,.__....,,-._.....<.T,-..._..__"^-.-_'"--...,--._,.-�.-..-�.�..... -..-� -,,,�_,.......,_._,....._.,._..,,- ,-..,,.. R „m. ..,-,_.. m--"---..-�-.-w.-, ... -. ,...,........-.,�,.... i r _ _ 1 t gill I Jill, 1 �► `:2 C 0 Ill! ,gyp 1 0 �'► _ Ate SSW Of lop �„ All �� 'co AWS aCA{LES. 1" T 20` �'"' � a21 r ,r-- 4 rAffs r Aa ArAwsp AS c ' a 00 �' Rai6 Iwo, t, �io © AD AD AD co AD 00 AD ,� / ,�. AD co AD ,2' 'I9 01-110 k. co esp AD Mit co ��► a �'"�,, '` '�.�', 4% -v } .AD AD forsp2 11 Ile AD AD 8 PW WN 3 AD FH 'V - SSW 80 AD if A%wp 9 it IFH AD R1 AU (244 rw co co SSW rfAffs AD Slaw CA- AD (24 -- _ ) } ..elms. J r ✓" rAgFra AO Jell AD do d �r ✓ r f f f P / ► ' - ."""'",.,,,,tee.. j t ~ QL a GL. d CHARTER ICATI S PACIFIC BELL PACIFIC GAS & ELECT NIC COMPANY ( SOUTHERN CALF IA GAS COMPANY ATAS+C t® LVItIAL VIAIM COMPANY DATE CITY OF ATASCADER0 -- SEWAGE DISPOSAL DATE PREPARED Y: W.v. 1317.3 -- REVIEWED FOR PERMIT ISSUANCE BY � CITY �� ATASCADERO �f'�` f S M f i RANISEYER AM ASSOCIATES* iNC. ,�. �• r �l CITY CF A�'ASCADEC� 17 ------------- CIVIL. ENGINEERS - LAND PLANNERS - SURVEYORS '1 61 •f•Cf' 0LL, 0-R4V-E, V-ENT -RA, CSA. 193fl03 ,°, ¢ AU. OF P!-tC71�E c8i75� 654-#r?8t� FAx {8061 654-$013 N�3. 373' � }'� � � �i� TRACT 204.h608 "' WOODRIDGE I1 211 p� e(pr 6-w30 06 � ���$ 1 I�� i 1 O 3 €v l PLAN MASTER UflLITY LE N4 AT. - - Eft ESC 7 F' CHANGE CE DATE CITY DATE K Y W. T T .09. 3MIS DATA CITY ENG NEER DATE a � I mi'll 11 1111,11 il 11 Jill 1 1111 Is.1111111 C ST NDA AF It NSTR O OMEINn I m Air m N A 1. ALL WATER DISTRIBUTION FACILITIES SMALL BE CONSTRUCTED L. A IN CONFORMANCE WITH ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARDS AND POLICIES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST IL EDITION. AF 9_- 11 0 A Ar 0 1dr­% 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC STANDARD SPECIFICATIONS, DETAILS AND NOTES AND DETAILS SHOWN ON THESE PLANS, THE AMWC STANDARD WOODRID(it: SPECIFICATIONS, DETAILS AND NOTES SHALL PREVAIL. m Ms Is Rik E IL ,q�� GEROJ TO 3. ALL MATERIALS AND CONSTRUCTION METHODS SMALL CONFORM -yam TO ATASCADERO MUTUAL WATER COMPANY STANDARDS AND THE WNTR .�1049 0 STAND ARDSPECIFICATIONS FOR PUBLIC WORDS CONSTRUCTION, LATESTEDITION. I) 1-�`' 'u`1 0 F Ar"AS E "w CALI k Of 111 2 Ik RNIA 4. SEPARATION OF WATER MAINS AND SEWER MAINS SMALL BE IN CONFORMANCE WITH THE PROVISIONS IN TITLE 22 OF THE HEALTH P/L AND SAFETY CODE. 5. MATER MAINS AND APPURTENANCES SMALL BE CONSTRUCTED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 306, z t� UNDERGROUND CONDUIT CONSTRUCTION, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST 0 EDITION. � � `�C) � 6. WATER MAINS AND APPURTENANCES SHALL BE TESTED IN il) �"' '2- *7 Q- CON.FORMANCE WITH TIME PROVISIONS IN SECTION 306-1.4. < 0 <t I- TESTING PIPELINES, OF THE STANDARD SPECIFICATIONS FOR w w cc 0 per' PUBLIC WORKS CONSTRUCTION, LATEST EDITION. ALL SERVICES, � w <0CL 0 < •� FIRE HYDRANTS, VALVES, BLOW---OFFS, AIR--VACS AND OTHER � �u�--� _j M «� � APPURTENANCES SHALL BE INSTALLED PRIOR. TO PRESSURE 0- cr w:5- w� 0) a- TESTING THE WATER FAIN. �w T 0 Q 7. TRENCHES SHALL BE RESURFACED IN CONFORMANCE WITH CITY 000 5.u� 4� OF ATASCADERO STANDARDS AND THE PROVISIONS IN SECTION -- 3' `� 306-1.5, TRENCH RESURFACING, OF THE STANDARD SPECIFICATIONS P/L FOR PUBLIC WORKS CONS"TR•UC'nON INCLUDING TEMPORARY SURFACING. , S A� B. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED _t �r~ IN CONFORMANCE WITH AMERICAN WATER WORKS ASSOCIATION STANDARD C651, K"PA DISINFECTING WATER MAINS. NNS'} CONNECTIONS � C/L STREI T TO EXISTING WATER MAINS WILL BE PERM4TTED UNTIL THE NEW WATER MAIN IS SUCCESSFULLY TESTED AND DISINFECTED. 9. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT �. .� 48 HOURS IN ADVANCE OF ALL WORK THAT WILL REQUIRE A LATERAL LOCATION DETAIL 0 A# DISRUPTION OF WATER SERVICE. NO DISRUPTION OF WATER N.T.S. SERVICE WILL BE PERMITTED ON MONDAYS, FRIDAYS, WEEKENDS OR HOLIDAYS. NOTES: z �~ 1 LATERAL LOCATIONS ARE APPROXIMATE Qr VICINITY MAP 10. CONCRETE THRUSST Or ANCHOR BLOCKS SHALL BE PROVIDED AT ONLY AND WILL BE DETERMINED '' �'' w 1 ALL VERTICAL ENDS, HORIZONTAL. BENDS, AT THE OF PLUGGED ACCURATELY WHEN HOUSE CONNECTIONS '� � N.T.S. MAINS, BEHIND TEES AND BEHIND FIRE HYDRANTS. ARE KNOWN. WATER METERS SHALL �►�'" NOT BE RELOCATED TO AREA SUBJECT •- �1 A TO VEHICLE TRAFFIC. CONTRACTOR 11. ATASCADERO MU` JAL WATER COMPANY SHALL BE NOTIFIED AT SMALL PREPARE AS-BUILTS FOR LEAST 24 HOURS PRIOR TO STARTING ANY WORK ON THE WATER SUBMITTAL TO DESIGN ENGINEER. DISTRIBUTION FACIWlES. v 12. NO CHANCES SHALE. BE MADE TO THE WATER DISTRIBUTION CURVES SHALL BE NEGOTIATED WITH USE SCALE 1"=200' FACILITIES SHOWN ON THESE PLANS WITHOUT PRIOR APPROVAL OF EITHER FITTINGS OR {COUPLINGS. NO OF ATASCADERO MUTUAL. WATER COMPANY. LONGITUDINAL BENDING OF PIPE SHALL BE PERMITTED. ITYP.I 13. NO CONSTRUCTION SMALL BE STARTED ON THE WATER DISTRIBUTION FACILITIES WITHOUT PLANS APPROVED BY ATASCADERO MUTUAL KEY MAP WATER COMPANY. ATASCADERO MUTUAL WATER COMPANY WILL. NOT INSPECT THE WORD WITHOUT APPROVED FLANS. CONSTRUCTION LEGEHk TRACT NO. 2608 - WATER IMPROVEMENTS PERFORMED WITHOUT APPROVED PLANS AND WITHOUT INSPECTION TRACT BOUNDARY BY ATASCADERO MUTUAL WATER MAY NOT BE ACCEPTED. PROPERTY LINE 14. ASBESTOS CEMENT (AC) PIPE IS PRESENT IN THE AMWC SYSTEM RIGHT-OF-WAY IGH-OF~-WAY CURB AND MAY BEWATERENCOUNTERED BY THE CONTRACTOR. IT SHALL BE THE BACK OF CURBSHEET I CONTRACTOR'S SOLE RESPONSIBILITY TO HANDLE, MODIFY, DEMOLISH, GUTTER REMOVE, HAUL AND DISPOSE OF AC PIPE IN CONFORMANCE WITH, SIDEWALK ALL. LOCAL, STATE AND FEDERAL REGULATIONS INCLUDING ALL LASEMENT 18. COVER SHEET, INDE & NOTE REPORTING AND RECORD KEEPING REQUIREMENTS FOR ASBESTOS-- EXISTING -- -- — -___ — CONTAINING MATERIALS. 2:1 SLOPE1 . WATER DETAIL SHEET EXISING CONTOURS ����. .���� �wµ EXIST. WATER LINE 8 _...�. __'� w 0. �.fiE PL�,A� EXIST. SAN. SEWER 8" --S EXIST. STORK DRAIN 814— EX. S.S. MANHOLE S.S. MANHOLE S.S. LATERAL ._.........._----._______...___. 4a EX. FIRE HYDRANT PG&E �{ BOX � EXISTING PG&E BOX L� PG&E ELECTROLIER ❑ PAC BELL PEDESTAL SSM H SDMH CLEANOUT MONUMENT , TOP OF CURB T.C. TOP OF GRATE T.G. GRADE BREAK G.B. PUBLIC UTILITY EASEMENT P.U.E. FLOW LINE FL INVERT INV. DRAIN INLET SEWER LATERAL. S - d ♦w/ �O �e e'� W USA NORTH JOHN NEIL, ATA5CADER0 MUTUAL WATER COMPANY DATE cq DESIGNED t ,, . CITY OFATASCADERO PREPARED BY: W.O. 1317. — R.W.T. REVIEWEDFOR PERMIT ISSUANCE BY SHEET T s w CITY OF ATASCADERO , . 18 CIVIL E�GINEEFS — _AdLPLANNERS � SURVEYORS RACT 2608ar ��� I��� ' Tw' 1€ 81 KNOLL DRIVE VENTURA, CA. 93003! . LLOF M.J.U. RHONE (805) 654-1088 FAX l805t 654-8013 No. 37316 ?fir „ £ DELINEATED f= p. -30-06 $ � yWAT� I P M E N T L. ,N �- C_fvolpp cwt�. �- FILE Nth, 227-2600 R.W.T. COVER # N `l� RANDY W. 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I � -, � � � 1 ;' .,_ �i \1 "-- I " ,/' , ".,_ -,.,--I-.. - ,_ -, j ", I . ., - I I , I / "✓, �, i, � ". , , � � , 1 -,-- . � ./I 11 , x , ", — t "I -_ , A107M k '''1 --,------".-1-1--l".-.,,.,----- .- ANSa AAWF& ,� ___ . I I , " I I I ___: ___ I1-kN\ �'.- " " 11--, -,-,--- __ I � I I ;� -... i . I - 17 _ _: \1 "I / � , .11 1, - - -,-.,- i � � I , , I � i I I I -_ � - _1____..__.,�_11­_ ­____ ___1. A. THIS EROSION CONTROL PLAN ONLY APPLIES TO ROUGH GRADING 1. \. -k �,k,\ \ " ., 11. I ,; .,.,//, / '. .. , "I -1 1� _,_____.__.__ .--, __ .. . f I / j ! s � � � i I � �'11� , I �. , .� I / /.. ..; __* ­`�_­1 __-, _. __'_,______,_,._> " i, / j i I ,,, % I , '. I I '% %, � � ,_ � , .'I--..,- - - -% \ z , / .. / / ,-, , '­­�___ -, �! =01 ,� 4 ­Kx, 1 ­_...- "\\\ \\\.., 11 E_4_�,- ''I ,�, " / . . - _,__,_,11.­. , , t� ;, : s I I � . d� - 1�__,__1 I �. . / ",✓ ." / .1, / ,-" I-,' "I--- __ , -, ., .._ , -_ ,.- 1 6 , -.-.,--- ., , � ___ ,/N/ / � � I Z;r__ ­__ - _,Zll V\",`� \ ;� Z11-111" I ✓/ '..."tN ". .1 / ... / 1. I'll ,,, ". -,,,, ____ , . % � --, \ 1'. ') '� .. ­�, 1, ____��_-_, - _., OF TRACT 2525-1, t rHE DEVELOPMENT SHALL CONTROL DUST AND POTENTIAL AM .1 I / / / .1 I __­..­-­---- I f i -� I .. ­­,__ . ____ .\�,,,, %11 11��, x/ //-, / 4"/ , j I,". ,__� ,1 __ .1 � , , , , k \/ . ; I i 1_. __ -, ,_,_--__ __.­_ QUALITY IMPACTS BY THE FOLLOWING MEASURES: , 17(5 1 , "'I ­ ­ ­­ i . . -- �...... ",\\� 11 11_�',` I/ Z-1, .", / /I I I ///. '. / . -"-- -I,- _­ 1____­­­ . .--,.-----, / I \ � k I �t "I �I . . ­.-­,.-_,.1-, .,.,�, \11, N --,.-.,-..--.-�-�----,-,-,.,--,-,�.� ,..",., , / I- / . / �� .1 - - --- I i I I .. I , \ A .,__ � , " / I � I / .. .. _1­ � ....... I 'i �. � 1, �� %, _ NVOL VE THE USE OF EQUIPMENT 1t,� , , \ 111,_____ "" 1� /I 1z ". 11/11 1`/ ...., .''. '/,_ ___,_�'_ ___ -1 -, ..- _" i � � ;1 � 1. � I , , I , it t 1. I I- ­_­.- B. THE GRADING OPERATION WILL I . - -.-, I " i ." _ _. .- � - ­­­ " /. - _ --- - - , -.v � . .I- ­�­. 1�� ------_ I TO PREVENT EXCESSIVE , � I, " / / / , " 'Ir - , " i ), I j 1, ' ; / . .. TO FACILITATE THE ROUGH GRADING WITHIN THE D OR I ___� I,-"' ". 4r / / / 11" , "'. � __ I___ ­­____ ., I � % 1 I : NECESSARY A. SUFFICIENTL Y WA TER ALL MA TERIAL EXCA VA TE , .., � I I I , . I - I N'k\�, \ 1,rl / '.... ., ,.,? .-,>, _1 _', -.1, - . "" 1, ; 1 �j ,. � I , ; I / ---,,--. ...,-,I d ,-, � .... � -­_,_,­-_ - SITE .. . ­__­­_._­.,___._., , � I 1. I/ I.. , -, I-" PROJECT LIMITS. GRA DED ON OR OFF , , C�k�.�\) � I / / - / /-,--t/:/ " I / - - I I I . ./ � - - - - ,� -,__ ,-."", / / // sp/ , l � ,I 0' I - I /Z / ,.' / / � ,� �,, �,, 1-1 . . I 11 11 .1 - - , __�__ _. __1' �x / ,�," ,�1� I , I'll 'W/ / , ,.., ., .'I- -- ,�, - . I . I ,-..- I _____� , I ",` "I I/ / . . / ' ' .�, "'.1" 1�1" " I -1 ,_ I I ) . Ic I . �', ­­__ _ . .,_­'r� r i � �1 '� ��'t� . " I✓ //,/ /I I./14, .1 " " 11 .�' V­______1..___­_­_, � i t L � I , - - ____ AMOUNTS OF FUGITIVE DUST. WATERING SHALL OCCUR AT •,{ :- �"%i� , / / ` '.. . I _­ �' � � � I � . .� 1 ! � 'I ,I ,� ---, I .", ­___ __­ I . . " I- .. 11�' ,,� i I . , i � ]i � _­ - ­ , M ., " " ��, . . � i � i -_ -_ - - . 1 ' ' I ; . - ' ',/ , . - -_­_1­1­­",_, . I ��_ ,. -_ _ ­ -1---, C NO TOXIC MATERIAL STORAGE IS EXPECTED DURING THE - LEAST TWO TIMES DAILY, PREFERA&Y IN TNE LATE , Z' 1. .0 ,/ .1 ,?' ".. - '1 - ­­­ ­A_1____ . "i - "'" I k __�' ,'11_�"` //" z /`,/' , ­/ I . ", _. It— ) � t ) �, ­., __.. ......__...- - - , ...... I I I i , - , / "I . ,__.____-­­_.._­_­.......- t i -, - . I . ", '� X`�I -11 � , / I ,�, " I _` 11.11 - , Nv : I ,�j� /"/ / / ,�! , ,�_ r I I';_ RA TION. , _::��: _ MORNING AND AFTER THE COMPLETION OF WORK FOR THE I 1_1�"` ."", / X I //1 ..,.. 1. /I 1�01_ `P� - �', ",,. � -, ..­__ � � i W, / ✓" �," ", / ,- - / , ,,* ,.A� I - ___---------­­­­ � . . I i I - - -_ - ­ GRADING OPE 11 � . ___.___.._", . � I I - -- .. � _ . I I .101, .,�'. ­ _'. _-­,��,, .-.,-,- - _,w- DAY. A REGULAR WATERING PROGRAM IAT LEAST TWICE "",, , /I "� I/ ✓11* / /'/0/",-.",- ,,,_­­ ,1 I I 111.1­11--l-', i , i i � I I I. - �". - � � i � 1�1!! I ,-e 1�1 " ,///// / �, .-..-,-,�.....�..-.-..'�.--...,----,- I � I 1,", - V_ _-_­___­, " // ", I 1 j -, I—_ ­__ ­ TO i I f :H; "I'll- ,X. I // x 1� .11, I',' " /// "/ r�,e X/'//,;,��-/ _"�� . - ­ ; � � j I , � ��� - ,,, I - ­_�- 9-,-.,..- D. THE SMP WILL BE AS FOLLOWS: DAILY WITH COMPLETE COVERAGEI IS ESTIMATED 1111 .;"" .11� / " 11 ,/, ,,i "" / . .., .. - ___.____..__._,._.__,_,.._.__.__,___...._...W. 1 1 i . I Al ­, _____ 1�____ i .11 , .1 __ \v, -, - z j " z / i; / I "'111, ,z xw, , -11 � ; I i " I i 1 1� ; REDUCE THE AMOUNT OF DUST GENERATED BY UP TO 5OX. / 11 I ­­­ , " / - I � '11, � I I I I , ­- I _,-" � / - - �1/ " / .F/ . '. � - -------.-"�-,.,��.�-�-�--,.-z.�,-.,..---,-- � , 1, 1 1, ; I I 4i -, __ I ., ! i z�,I 1-" ,.� I 11", I . "/ / � ­_____­ ___, , . - "." .".1 �,�,/ , /, 1 , ""Ix ./", . .1/ / ­­­-, k I , . , ­ ­ D AT ALL INLETS TO I. 111 ." " ,, " �" ,., -" / I , I . ___.......__ ­ -.,--..-�-."---�l-.-.,-.--,.,.--,. I � f, I 11 --------.1 . . t SAND BAOS WILL BE PLACE �.r// ." �11 . , ,�,✓ 11� ✓111� �, 11 �, - ,/ . . I i ;::: ------ ­­ -I' - .,,� .'� " /11 , , I,, ,�,,✓ - , .".,.-- _-­­1.........­­ I i � 1 � ! :::: I-— ,­1 1� " , z _ ,,// '\­--­­­ � I I 1 1 � I , i � __­_..­ ­� B. CEASE ALL CLEARING, GRADING, EARTH MOVING OR ; .,.- 1-1 I' 11 �, / , ,,, �, I �, ­__.1.__.__-- ". _1__.­­__._, : q I __ CONTROL SEDIMENT. SEE BMP DETAIL HEREON. I/ V/ , " " � 1-11,� __ I - I I" " , X/ . i 'j " I ",,,�".` I I - _-----........__._...... _-_ I I I � ' " EXCA VA TION OPERATIONS DURING PERIODS OF HIGH Wff.*ADS I I I/ _-, "'..", "', ", // ", I,--, " . __-, i N � .... ---' 1-11"" I­,"' .W'11 "'z , , " I ./ -1 . ,4/////'// ,�, '1 . I ,� .­­- I _­­­ - ­­-­ . . I . /. 1 - ,—.---., ,,,.,/,/ ,­ __ 1��, .r'°' ,,, ",_ I 1' 11 X11 ...__ t i i ! I ___ __­ 2. SAND BAGS WILL BE PLACED IN PROPOSED ROADS. W MPH OR GREATER IN ONE HOUR) THE DEVELOPER ---. � . , , �' � "", ,,,` I- j i . __­­ ./ /:•� / , I _� -,---' 11" 11 1__"1-1 I I t � , I 11 -­ _ �- . / ; „, , � . ,_1 �_, ,.__­­.1­1_.___ .11 � i i I . I � - . v -1 ­_ ,. /.'/ If _­1-- --I- 11__� "I ,� 11, ,,1 1�1'e” Z " .. � I ,.,z I --------..--,--. "-",..-,.-..--�.-.,.,---...-'-,.�.-...,,.-,- . j � i I 1 k 11 I I . I SHALL MAWTAIN CONTACT WITH THE APCO ME LOGIS I- ./ 11,_"��' "I,-,,­ - // Or ,,� I i I i , , /,;�X 4 __-.1 ,,. .y, 1� 1 " _­ __ - f � I 1 11 : I I � . � FOR CURRENT INFORMATION ABOUT AVERAGE WIND SPEEDS, , , - ,.'I----- "'.,,"../, ,� � _."­--,11 ✓__ I ,­,_­­�' '- "."', "'11�, 1_1�-,"', , '1/ , or, ..�, 1_/` "-, ­1 ___ -, - N. _______._,!__._.__ I i I t , " 11 I ,__.- 31 AFTER THE GRADING I$ COMPLETED, THE . , , , 1�11'.,,".-­ - / ,' .,___�,_ _ ' -..--- .. 11__� "', ,�11� ,�,, " .1 ,/ /. . " .� - -__ _1._..__1­_.____­_1 I " � \ " I 'I" .,/lr " I...", , / ,--r-- -1 ,,�, 1 ", / ./I, ✓, z . .. , -I' _......._-, � � I CONTRACTOR WILL PROVIDE STREET SWEEP.qVG AND GROUND Z --,----,,' _.,1 - , . ....., ,,-,`,,,,-� ' /I/ __­,1_-�:,- . ,,_,, __ �,., Al� �, ,,, ,,� '."",'j,,/x I 1." "" ,�01- I I- .. � -.__­_.1..1__ - . � .� j I i � I i 1 7� 1 i '� ',­ 1119, i,-1/1 - � j __ --,, 1� ," �,� ,- , I­' , X-1/1 . ', ", ��,� .__­ ______.__.. . I � i T. - '.E5 � .,./ I/ WATERING TO INSURE THE ULTIMATE EROSION CONTROL 0. SUFFICIENTLY WATER OR SECURELY COVER ALL , , , , ,­ - ,., -1 I " : I" .. � T, t , 1. ( , "',", /I , __ __. ,� .1 �_, -, �11 11 . ,� ­ - i .x I .I " " ., _-, - - �` 'I / _` -.11, . ,,, MATERIAL TRANSPORTED ON-SITE TO PREVENT EXCESSIVE I I I.,- /,-'.',., .11, ,�_ ___ � I ,_-, - " " , ,� . ,� :1.� I ­ _­ ­ 5. ;? I i i J� t � � .? . , III - ! . "" 1�1 , �', _--� " " Z' - . . , 1z .,-,- , ; .�, _,�, . I I ON-SITE. ,,�, , 11 'I , , ", - I ____ -_ " "I .11 �'Ilel> �, ,� - I / , " -,--- '..----- -­_ \_._,-­" f � \ % , . i , ___ I ,,� .., -_ ,"" i ,�. _...__,___-.. .._1 x , " "I _'. __1 � � . .,� ...\ "I / - - I , I AMOUNTS OF DUST. - _ "�, ""I ""', ." ,,,, �," , ,,� " ', I , , ,_ Z, / .,/1 11 -0- . I 'e, Z � /✓. , . // , '� I/,- r ---- .1 .... ..- ". - I �� "I "� ., /! . ,,--,/-.., e,i:;� -_ ? .- ( " . I',' I 111_t�;� ____ . """', ,,, x - -",I .­­­­ - j -t- 11. I . - -1­ I I - ., 11 Z' ", /' 4111- " " I ,,, __,,,_1,_,.'­_1�,� ._�� -" -- ,,, , .1,I " 9 / / $ ,,, , .I--,- z _', �,, -, --,rl __ I I , ." 4. � / / - "', 1�11 I -.,- _­�-__�___­� I I/ "/� ,/ I/ z ­'/_ -.1."', �_., ___� ___________ -_ ­­-­­­ _�_�__ �'. If V �% , ." I t THE CONTRACTOR SHALL CLEAN ALL Srf?EM IAS /" ,/ / - ",_ __-:�_ __ Z -` �� ,-, ' Z � " "I - "___� -_ : _-, J, 11 ',",�� /. , I � 1-1-1 -I' ----,-, _-, _ , _­­ I ,� I X ,.- - . / �1'1 " � ___ .- . �- ___ _ . I y //j., �, x " 'I-, , ,__� __', - �, 11 /1 Z ?I "I _'. .- .- ..._ i REQUIRED) BY SWEEPING AFTER THE DAILY GRADING D. ENCOURAGE ALL EMPLOYEES INVOLVED IN GRADING * z '.1 Z / �, "I _', ...1--1 -------------. , . " I .11 Z , I - ", 111�' - _.- _...__11, � - � , , - , " •- " 1� . -1 " � " "_ .. � � - M i� I �. r, " .,i�~ � �" ______­­ . �e "". " " ;� -11 I , " �� -,-,-. I OPERA TION. OPERATIONS ON THE PROJECT TO WEAR FACE ASKS ­-, , � . I � \ . , I , , /I // // ,x ,,,� - ,­�, ,_ �,.,_ _____.­-­ " , - � ,,�,,,' I ___-, . I., � 5 . DURING DRY PERIODS TO REDUCE THE INHALATION OF . f .. 11 " . "I --.".. ,� _ ,_-, - I I .1 / - _.___.1__­ ,-, r I . I_ i,�`/ " /0 11-1, __ __ e . .1 - , I I.-, � ".­111"....- I, '. I; I ,/ ��,- " "., z �.,,, 11""",____ ­__ ----,-..,-..------ __­ ,-,, X , .. ,//, ,, I I ... ,,, """', 1_1'1�' "I I-,,--- '/ ­- -.1el-.1 - I __ 11 11-1 " z ,,,,,I �­ 1� , I- �,/ "'11r .l. ,• � " / " I .1-1-11, /. . ­­ , 1 � -� � +, ", i" !/ i , _ _�_ " I � / / . , I--,' / _­11-- .111 , .-\, , E. HAY BALES MAY BE USED IN LIEU OF SAND BAGS. SEE DETAIL DUST ,;;/J ,/' ,,',,,,./" / / .; .-I-11' .1","O"I"7�,_-".. �� f:.::__ . _____1­ . I I / /I � -11 ".I'- __ I � .. , ". ,�, _­ , ? ""I, ,�, �, " "", / 2i ,.� �� �,,- � f I - "", .,/ w I"+,` 1. .., HEREON. � �2t,"" I "I ��Y .__ ..­>_ __­_­ , - __1 . i , "I. .I- 11 " I , / / / I ____;;�, I � . ' `,�, ,., --_ _1___1 0 I /,r?E_r;e _____ �" ,,-,-,—.- I � ". 11 -1 ,1 -.1., I '. ......... ( ", Z Ile / .. -_-­--­ ,- ­ --- - -.�-::I � I , / ,_ 11 �,_., �,, ",, I 11" ......_­ _`­ 1­,� 0- I . . 11 11, / / , ,�­,_/ I " -.,-- - - ,­ __ . �_, / j, . MINIMIZE THE AREA DISTURBED BY CLEARING, , I � ,/ I �_11 ., ____ - ___­ - 711> I IV, __ � I E /// " I ,I �/ '1� )I .11 - , __-, I"--, ---,---,.-- .,--- - _�. — "I -, , , I _,_ _­­.� I\. , /__1 ___-, F. ALL MATERIAL FOR LISTE0 BMP"S SHALL BE STORED AT THE PROJECT EARTH MOVING AND EXCAVATAON SO AS TO I,� I � I 11 /I / ,-.,.',,,, ­­ ......._. __ .__, 11 __4 �,,�'11 �_ �� I,,,,, '/ .. ,1_1` "�, . N" GRADING/ / " W / -",',,-',��--.-.--..,-,-.--�--.--- __ --,---" ____ __,- "�,_, _� "I-' .1 � / � I \ 11 � I "�,-, "I,".".", ,,, / I--,-"' , , 1.11 � , I ,� 11 " , ­­-_ I / 1/ -- .. ..,✓',/ W,� 'I-,-,- 1__� ___ I - ,� I - ./ . . _­.�' I / 1, " - PERIMETER OR ONSITE AT A CONVENIENT LOCATION PRIOR TO PREVENT EXCESSIVE AMOUNTS OF DUST. ;? , ( , �, / " , - // I ____ I,— � ,_ ," - I / � t� I / , .,_� �,�N 1� ,"', ; ; , � _," _�_ -­ .� � "I -1 I . - I I I I I I , , I �"/ I`, , ----*' __� __ 11 - " I , ", " . _­ 11 ,�,�"' il;� , \ i 11" "l-A. RAINY SEASON. I I .- ___1 __ 1-11 .1 1. I " I N � I I j I J 'If le ".", /, / ,el_-, 1.",� ____. _-.1 -­'- _. ,�,_ "I, ,,,, 110", /-// I '.1111."', 11.\ 1�_ �I, ",.� 1_"�,. ", _,,�', , ­1 F, KEEP ALL GRADING AND CONSTRUCTION EQUIPMENT 11 11 I 11 � 4 i � I / 0� / "I, .". ., ­ � _�' - -_ _1111* � "', ,"I, "I, z , � _""�', . . " '__11 "' 11'.1" 1. � f / ., //// ��, "'.11 " "I.-, _�_, _,�• __1 11 I - - lel�I __ ,,_­ ,I--- I 11 "��, I — I " ' . - - 1-­ ,,,,,, ,,� 'el.� ­_ -, - I I" ,/ ,x __� __ 1, , I 11. � � , /,:, '. �/ / -,- , "_ 1- ,.- " , " 11 ��.,,/ . -­ : \11 ,�.. 0 $1 "I , �� ON OR NEAR THE SITE UNTIL THOSE PHASES OF , i , 1, i � i / / , / ­ _�,._ z I G. EROSION CONTROL SHALL BE PHASED CONSIS"TENT WITH , , , "." , ,, ', ,,*, 1�1 ,-, _­ . . _ �1I H � j I . / / 7" / / ',._�_­­ _�_, 1�1' "__�, _�,.�,"�.,_",, ,�111 1.11�1 ..� " � ". X", " ,/11 I/ I,-,' __�__.. i .. - . f � e 1.1-1 ­­ - 1',, ., CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL PAVING IS DEVELOPMENT ARE COMPLETED. , - ! it 0 // // I ? ., ,� I I 1_/ "I I "I " /,� -1., �. $ I .1 . . d," -11 / __ �,�,,� , '� w, 11 - .111, 111 .11, X "', ..", "'/, , ,z , ; 7' � ­ ; I 11 1_", i ; _­_­ -1 I - - I I I I/ . � � � Z I e,, "// , / .e "I _.,_ 1-1 _ I 11 "� ,-,' ,,-' " -, ,� �.. ­ "I I I I . I COMPLETE AND LANDSCAPING HAS BEEN INSTALLED WITH GROUND . , __ � 1� I I " " 7 !_­­__-_,_ � . I . " � 1 � I I �! /I /� / i " �.­, 'I-," ,.'1111 ,_� __�'� ,:��---,� "I, .11 �, 11 "WI` "I', I _', _.- Ili I i / �� ./ I """ ; ol", ' ' W /1" / - .., ." , ,e z /I- z L, ��, � 1I I , � , . I-, 1, ..�' . 1 . I 11z 1-11 I , ",_ ? ",_ r OR APPLY ENVIRONMENTALLY SAFE , I Il . -,/I t' ' j .. � Id 11 I V I r" "I I I /" 1� I I 1. � k- y ,�,� REACHING 70 PERCENT COVERAGE. x LANDSCAPE I !�j I '� � 1 , / / ,1 - I-, , , I­' 11 , �� 7�� "I I % . . . 1-11 , STABILIZERS TO ALL INACTIVE PORTIONS OF THE ,. . � " � , I I ". ". .." , I-, z X" / , . I ) . ✓� , 11� " �, 11 'I., - _T____ V h, ,/I J/ 1, // / " 1 .� " , x �, -1 I .1 \ , � , ­P�,-,!��,, , I I � , /,.� 1, . 11 - I I I , / � j e, / / _11� , , I . ,I i I � I i i) f � /. ,/ 1/� / 11-1 ,":', I'll 111_� 1, �,,e -7- V " 11, /- ,- vilmlor I/ I I ( ,­­-_.,. CONSTRUCTION SITE. WHEN APPROPRIATE, SEED EXPOSED . ­ � I /, /, 11 . -1 1-1 . .....�� - ) I ', 'I.,., , ,i i � # f i,(i 1 '! / , / . " . 11 1z I I " z /1.✓7 4 1 . I � I 1 . I . , I , ; .1: /I ''. , , ", 11�1� "I, �` -,. ­ -- ;� I . � � \ I � . ". �,� i Ili " � 1 ) I / '. " /' " z 1� ,,.,� ,� " 1_�' / , / %, a I .,�", SURFACES WITH A FAST-GROWING, SOIL-BINDING PLANT ii� it�,I _ I I .11" , , Z 11 — 11 p I , i ? 111 e . ", 1, N ,I % ✓I , _', , � ", '. " 1-Z ," .x -, ,,, /, ,� , _Iz _1­­­1_.1 . ., 1i �1� � !I/ I/ / '/, 11 ,,,�"/I "" I ,1`11,/ I I I , X . I I . Z.. � . , _­_ I .111,�, �_," TO REDUCE WIND EROSION AND ITS CONTRIBUTION TO � i,I I I _' Z 1-11 / 11 \ U '11''?, ! ;' 't. - " 1� , . \ I '� Ui I / / I ,_ 11, ,-I, ,/ /", 'w .k,� " t 1% —, BWSION CONTROL NOTE& .1, . g " �� ", ?, � I- � / " 11 11 / X I �__ LOCAL PARTICULATE LEVELS. THE APPLICATION OF , I / " / -,\ - 11 \ .." N% I i f, �! ,i z i i" ./11 1 / ,/I / ... - 1401p� -­­ -.-.., �. ' " _." __ ,.,,`, 1 �H� [ji . I-,' I -,. ., I I �"1 �� I I,, ! - - �. . . H , j j � � �, � � . "I • / - ..", ., - I - ,.-, . CHEMICAL STABILIZERS TO COWLETED CUT AND FILL 11\ ii1j; �I i I � I , : :1 . T 11 "I X -0I, �- ,/ \ I . 11 �%.., -, ,N "",.,- - "I,., " . 1 ,� i i i � . .. I 11 "I' / . -­ -1 AREAS CAN REDUCE FUGITIVE DUST EMISSIONS FROM �� 11171• � I I i L/ i,� j� � , � � -i ;: • / / I "'I'll 1-11" 1_/,�,,111_4z< ', " � ,�,_." ,�,." .\ k 1\-..� .., I • N. _� _`_'1­V­ "I-1, 1-1, t A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE i i"!11 I,,,/ , 7 i I i "I i � � / , / I Z. 'ZI I'll / �, /// ,,­� I I % . I �11.v_ ­ 1�1 I­ ,_,�_ ,1 A T ALL TWES DUMNG THE RAIN}" SEASON (OCT. I TO APRIL WACTIVE PORTIONS OF A PROJECT SITE BY UP TO 80%. I, ,I, �,- ! ': � I � I i . / IP .. *%& . \ k 11.1 ," " I '\\ I 11 / 11 / / I." � ­, , ,_� ", I - � 1 1 i - I .. I "I :Pt .88 1 j �, � / - / ,_ '. / . I / I -1 �; � 1. .1 1, 15), NECESSARY MATERIAL SHALL BE AVAILABLE ON-SITE AND " I ✓ 11 .,. , " .", - . . . � I � ­ - I - i"i 1 1 j, I /. it / / / " / / I I I I -111, k -1 -11-1__- - ' 'I i. �\ 11 1.11:", ,�'.., ___1\ -.1 STOCKPILED AT C0NV6N18W1' L0CA1'10NS TO INSUPE rNE RAPID CONSTRUCTION AREA, THIS MEASURE COULD REDUCE . ' i . I � I I :1, i / , I � k -1 ,;, 1.� I I I ­..__ � '�,_� __1 CONSTRUCTION OF EMERGENCY DEVICES. ROGER TOMPKINS SHALL " " i / / I / '. I / " H. ENFORCE A 15 MPH SPEED L"T FOR THE , 1111i" I i I I // I" , I. I ii � � ,,, ".. i 11 ; I ;j/i � � I ( r i p. ig �, — , . I � � , I �, / / I / ..� , 11% ­ �11�'., - �, - - ",I / e" f it i 11 i ,,� 1 � / � / ,awF 1". 11 11 ., , z ., . / I Js . i I I, I t 11, I 11 , � / / ,/ , \ - 1.�\ . _ , BE NOTIFIED AT (805) 215-8300 IN CASE OF AN EMERGENCY. FUGITIVE DUST EWSSI ?NS I=RON UNPAVED ROAMS AND . ; ,?� � I � � 11 y I / . � . - - "_"111� � . , _ ,�� I . i ,� / ! / i / ,, 11 - ,_ ,­,. ", � . AREAS OF CONSTRUCTION SITES BY UP TO 60X. I I . . !/ / I , - \ _` I , : ' ! i ; I � , / '. I 11 . - . - ­.­ ,_ . I I V - i . f � i I . / / le" �' \ ... I _." -, 1. .- . . I I � ; 1. . / 'N . . " -1_�` !S i ; . � i 1 11 / / / / 11 �, "I / .1 ,�,11 k %, 11� \ � ­­-------­ I I A 1 2. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE . � i J , . � �, � \1 I - ,_ 11� --,.,-,.. ,",,'N...,.\\,� ��'. - I I., "." L PERIODICALL I I , I / / - � I REMOVED OR MODIFIED AS APPROVED BY THE INSPECTOR, IF Y SWEEP STREETS ADJACENT TO THE t ;I I 1 1 i '. tj f 1, I I '/ '...", __- 1. . _­ , � I � � _ - \ - , IHW � � f I ! . I � I / _, , �11�,� I i � i i � � I . i I 11.11 /. /" ./I I / I i �, / ­ 1�",__" ", - --. 11 \ I \ , /11 �1.1 _� PROJECT SITE 1AS NEEDED) TO REMOVE SILT THAT MAY ;.11 ?,l 1, ��, i 11 I 1, i i i " 1 i ! i ! / i. /. / //// _,_ ' „�,_�, .,_ 11X� "."', _._.��_, . I _. .1 I— THEY INTERFERE WITH GRADING OPERATIONS, OR F THE HA I ,�i � � � � 1 . 11 " / I " -, ,�� ", - 11 -4, "', I AGRA aWG OPERATION HAS PROGRESSED TO THE POINT WERE THEY VE ACCUMULATED FROM THE CONSTRUCTfON ACTIVITIES , r ; � � y ,,, 'i / f I _-.1 - I �i . I / zo � i'jj i � I- . � � / . / , I - --I- __- � �', .,I ,, �, t i� ; i , ..� -..---" SO AS TO PREVENT EXCESSIVE AMOUNTS OF DUST. �� i ;, , , I ; i i ; I 't , ____ I"- - " / ._� . - I , . � 'i i 3 / � _-, " "., IM 1 A � % i i I ; ! .. � k / f f I 11 11; , ____� ,� �,"� 1_�"., - % \ ARE NO LONGER REQUIRED. � I ?j : I 1 � ; � I � ,� / . 1 .; .1 � / f 1. / .- ...�-­14,1*0 ,_­___­" ,�, � . . _,� .­_/___��_ I - . �j'ili j � , i : I . i . ___-, - -,- � I � � lit I I � '� .1, J I ? 11 I i � f —, - . "'. � ­ . ) 1, _ ,--- _____ . - " � , � 11 k il � 1 j I � I �! . � i �F t 11 i i � s I I -.-- _­_­- ___.. .___1_­ ­­_-, --"-:_:-___' / \\I J. DURING SITE PREPARATION AND CONSTRUCTION, THE J,��1, � Ht � � . ! i ;11' I I "I_ �­ --,----,, __� ____---r_-_- \ 3. EXCEPT AS OTHERWISE APPROVED BY THE INSPECTOR, ALL I h ; � . s , f - -1 _­­ �__ ,_ ­­­ 7�­­__­ \i, " DEVELOPER SHALL MIAMWZE DISTVRSANCE OF EXISTING !,'� � 1 ! ",I c; I ; ! � " 1 k 4i t k ___,._____ I 11 , , ; I �, � ; DEVICES SHOWN ON THE PLAN SHALL BE #V PLACE AT THE END i 1 5 � . I I I % I / * i I � ; �, . ! I i 7 11 I/�' i : 7 '�,__",_ __---­­-­__-.- - I 11 I ,. I i "I "I i i j -, __ - , I I 1, i t t 1. L 1105 -----,----- I �� . ........_ _ GROUND COVER ON THE PROJECT TO THE EXTENT POSSIBLE j ; , i � " I I 1 7 1 1 _ - _. , I i ,_,___­..1. I I � � . " , �, N. ____ ­­ ­_", �. A /;tii f , ; ! I ,.I '1% ! ! , ! i .1 I \ 11, ," ­,­_ __ ­ 1. OF EACH WORKING DA Y OR ON WEEKENDS WHEN THE 5 DA Y RAIN i -, 1, I . I - k 11 .or � __ %, -;, -, ___1-A1__ - . . '010,0001opm pa - I .1 __ - I - 1 � ; ; � \ " ____,__� . M7, ✓1, - 11 '' , "I ____­,­,1 - __ - __ .1 j 't UNTIL SUCH ACTIVITY IS REQUIRED FOR ORADING AND ,/ " � 15i . , , I � � ( � : ♦I 1��, '�__,____ �,_____ � - _� I--- 'A I �, - __ __.. - ". a �, � I i � I ..-./----/ 0-00-0-01-0 I 1� . \% -, I 11. I- _�_________________. - . PROBABILITY FORECAST EXCEEDS 40%. I i � . . ..� i Ic `1 � . \ I 1, . ___ -,.--. 11 CONSTRUCTION PURPOSES WITH A TEMPORARY FENCE. .,.. . I... '1, I I � I I _ __�_ ,,,, , --�', ,. - __ � . 1q i � ' ) _­ . \ I I --------------- ! h 1 I __ T_ -, I I . 110�T �, , , � "I ,_1 . _,___JL I i I . -, I _. - ., , . , i , L _ . I .,-' ,--"--"- - __ , M600 1 _ I * % " 1 --� 1 1 i % 11 \ 11-1, - ..-. -­ . - / t . q � � 1i � �, 1 i � . : I ! I . , _ - ., " . ,� _ido I � � i : j - � .. ,,� ., '� ;�;�� _. I ii I i . ­ � I ; 1 � i I I '•4 I � I _­_1 ____1 �. � 1, ! ------I- I i 1� i � I . -1 , , _­__ , , : � � II � � ---,--. - .. _'. ! ; : p I f .t I I I 11 ��`, �_,, - __, I SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE REPARATION AND CONSTRUCTION DURING THE � !, � , '� I , __­ .......___ I \ -�,,�, ---- 11 i , 2 � � ; I z I q i ! �, �! � ;1 3 � k I 1 1 1 '1'1�. \ - !!!!7_�,=�_,____ -1 . - , /', ,-`�,, -, N 1, .1 ,I, _1­1'4�1�_ 11_­__­', � � I , 23 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE � I , I I'. i � r i , % �'� �� ____ __,1­__, ___", - , I ­­­ _/ =01, �.7,16WW / 11 2. A VOID SITE ,P . I , ­ ______!t_! I - � j ; I , ­. I I I I - � , t i � I � I k -, \ - " ___ ----,.. ___-_1__ -, f� , , , ,::, I i N I AW.5 , " , ! I � , i I � � � . � _,_,-- . _�_­ �/ �%,� , \ \ _ - , � ` i � . _. -.-- -, ­ -:::; 13­_­ _-_--n_77___. .-.----.......­­­ -­­`-N 1 i, i- i \ SL OPE A T THE CONCL USION OF EACH CH WORKING DA Y, RAINY SEASON IN ORDER TO PREVENT SEDIMENT LADEN RUNOFF. , I � : I i I I . I _� __ . , , Z, � �. . __ :ti . , , , - ", . I I L � ; 51 � � \ 1�1, _. ___ ,�_ ", " " \ \ , - -_.:T�: , , � -.--. __.- '_______ ­ ; . I - � ; ! , , I i � " � I \ .--, , __ ­ : - .........­ �__­­­1­11.......­­ a _��7 "I.. ­_ __________ ____.......... -,--..--,.-,- I � I - N-\ .ZF THIS IS NOT POSSIBLE, CONSTRUCT TEMPORARY STORM -1, I 11, .'k , 11.1 11 � I � i __ � 'i i - I I , , . 11 11 11 "",I .. ! 11 ........- 1___,_­,_­___,_. --------- ! e .11 I : I ) _,_________ I, , ­-�=, .." k . �, � �, _­­ - - __.. �� �­­ . \ " ' I � -,,-,,, `-,�,.. . -,--" ----,-, __ ��_ ---------___-­-­---- _ 1, _. .��' I'll ­__.._'_, --­._________ -.- -11 t . t 5. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL. R DIVERSION STRUCTURES AROUND GRADED AREAS TO LIMIT I , , i _. . w -- , ___._...__.._­_. , i I ,;P . , �j , , - __ \ - __ ........_..____.__.__ / / WATER , I -, t 1 ... t � I � __ -- -.,....-,- I ,. , ____ 'If / "I - f I , J , : 1'�, i � , I 1 1, .-".....----.-,....-.-.-.,��-.."-.-�.-,�,.--.--- - - � HAZARD TO FF— TIEPROPERTY SHAU BE REA40VED FROM THE STORM WATER RUNOFF VELOCITES TO BELOW EROSIVE LEVELS. I i I � 8 - �t ; " . � 0 _14_1 .___---% .-,-, ,__ - /N, 1� �. .1 -, , -,-. - - / , , �/ I I � , . I . _. I— , .. �, , 1. ______ �_ / / ,e " I i I �. � t �, , . -,-I---.--. �,�____ _-,-, . " , ___ I / / � � � . • - '. - - , , .� '�, " � � I I, N . - __ , ­­ --,.-.,- �,. , 11 -Z / 't / ) �. ; -, / / / I p 1. ;% t , 11 � "I"" I * - - _ ., . � ... ...� '. ­ _... _-, - _,___________........ ���/ - / , / I SITE AS DIRECTED BY THE INSPECTOR. MAINTAIN THE STORM WATER DIVERSION STRUCTURES AROUND ­ 'If - I , , . �, �1. j , . �% % . __­ 1, � ,.., '. ., ." %, -, ­_ _ _ / . � , / I i I I 11 I " e t N _11 - . \ , , , ­__ _.____.______ Jr i i I :, I � " I � , , � , t, \ _____,__ I" ., .. _-__..._­___,.__..........­____­_.._.____... ­­. - I I ) ( � . � ." - 1 I 11 __.- _ -.--;;i��.�-_::�-----,-----.,-----, \ I � ," -,-.. __ 1_­1_.__, // � , , I I I _- 'w" , __ __," � / f � � � ; ;1 . ! , , , , , , \ b ., 1, ­­ . .--.,. - I __ - I., . - " . \\ 11 . --- _ . 1. -......_.._._­._.­.______. i e I I/ � I ; I ; � _ 1. .i " I __..___...__. - ".._., ., GRADED AREAS UNTIL SOIL-STABILIZING RE-VEGETATION IS I I .. , � � , % I . � I 11 - 1, ,� 1_1� �........_­­­..................__ ___ _ I ,. ) i ". '. .� ,� �, , I . , . � . I N _­ 1w - __ ) __ _!��______________1----------____ , _, - - I ..j ' � � I , � �, 1. 1, \ ", " - .",�_ 35, �� __ -.----- ­_ ___..­" , � - __.. // , '. I , , , \ I I \ - ,� 11 _.- 1,� i I t . , � . 1, '_*1 __ Z_ .... 1� " / I I ,,,�., . I -/ , I I I ; 1 � 1� !" � �. �, � . � .1 s 'N � " 11. \__11 __:1111 ___1. ­­ S4. 1 - - -1 ...11",�"....""---��--��,.�,-,...�,�� _­ - N_ \ '*11\ .,. ". .", -.-- .. .......__ -, 7_111'_ 1-11" '' /, / �� 6. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES / ;i ! 11 I j ; 1, � ,� !, \ 1. � / � ____ -.4 .1 '� I--,' -,--I--,--------- "�_:�� \ 11. '1% -__._____.___. -,..-,.---,,-----.------.--.-.",, , � , ED AS DETERMINED BY THE CITY OF i 1 I � � � 1. I� �, % 1,�, I .- ­ . - ,_­.­_­­--­ .", � , .. I " ....... . 11 ,-- ,� FUNC TIONA L L Y ES TA BL ISH . : � .1 ""I" 1� ,_,� ":��"",:.,-,:,:-,-,..,,,..--,-----,.,-______._.___._____-' ,\ , � 1�', ,,�,"�".,.,,z:-�--"..".,".-,.-.-,�,,,..",--�-""�-"��...........��,," --,,, ,:�_­, --- �,_ ,_ WITHW 24 HOURS AFTER EACH RAWSTORM OR WHENEVER OXNARD. i 11 I I I . '� 11 � I 11 � I \ \ \ \ - ,.- � _;:�_ \ �, ���,,__ , ", t, L -, .0 __....�1­1­1:­­......--,I,- ) 11 , I 'k �, \ , \ �, .1 11, , _____, --- ,,--7, __ " "' '� , ,� - 1, -, , , /" 'o , I � ; F ,� � ,I 1 : � % . \ I __ __ ­_ � I", "",--."..-...,.,--.-..,---,�.--., - , - NSPECTOR. � i ; � , --,�, 1, ___ , . ,� , , , , ,,, , , . -, DIREC TED B Y THE I . // ; � i ,� � , ,,, I N --,,, - �' - __ _._1.­_,_,_ _11 , . , � _­­_.._­­­­..1_ . -,,, I ,. I . I � I \ p ,% I" ___ .....- �� , _ ­­ , \ \ , I.. __ ­_--r- :k.............I ,I'-",- -.11 , �_ ",,IV I i Ii \ � ,� . _,", .,.,,-'-".-.-,--,...--"-,-."". ,­ ­___ \ - I . � I . . I i . I \ , , �� -7 - 11 , ! .1. , - I , . ...... 11 ­­­ ____,­_:�� - - - '.M.... - �, ..,, 1�1,11 " , ,". , 1 3. IN GRADED AREAS TO BE LEFT UNDEVELOPED LONGER THAN 20 4 / t " - �_ �_ k 1� " ,, -�� . II ­__ \ \ - ­ ---.----, " ___1 - . __ � � 1. 1, \ \ \ 11 11'..� ­ I -----.-I. .__,_`1 '-I,,- -�__,.__­_._­ .- ,�, ', '.I "� I ,� . ' I . , I.., _", ­_ - �.� , "" 7. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH DAYS, EITHER HYDRO SEED OR APPLY ENVIRONMENTALLY SAFE � ; 'I ,­.. - , __ I -✓ I I 1. , I N \ \\ ". "I %__ " " " � ,I', __ I _­ --- - ��...... ,_� I.,, _ - ­-_�......;;�,�,,,- , , " Mf I I k . . .�� . ____ " "�', . ­­_-­._­­­ ' I , , ____ 920 __-, � I - - / , . � , � , \ \ �, ., / I I I i N -), \ 1, .. __ __- ___-..-. -----, J � I � �, 1��_ _',.____ � . ,F�r__ W,o-� ,- ,-- - � _ ,• . ­,-, 4 I ; , � ". \ 1 .I I , ­­ ---- ,P- ­ _­ . I .-.--,-,.- _____ 1,", _­_1__11____._., - .. . ,­,", "', . I 1 .. - � , , ." i I I A i I I " I \ 'L ", I - �_ ___ ,,;' _ - __ "I, ...........-.-..-..,. .-,/ I / i � , i , , � \ � _�, "I - ­. _­__ � __ ­ - ,­ -_ ., � " ---.-I'*- ___.._1___. , , ,�,' "', " ""I ­1 z" 'E COMPACTED AREAS. . I I I I m. I 1, -1" _ __--, ,� .�, I ­__­ --- , "" , OF WATER IN ANY DEWCE EX TWO FEET. THE DEWCE STABILIZERS TO .. 1 $ 1, � k I 5� I" ____9 _ --- - ­ -1- _ , "" , � : i " I � , ­ - ­­­.- " /I I/ _ " - - ' ; 1 k . 1, � . - \ .. ......-1 __ , " ,�/ , / t i I � , I 1�,_ ��. - ___ " ,./ ,1 " -"--- ­D­ _3,_..___ , - ­ ... SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER I I � . __1_ _ � ., 'E.EE_ _ - 11 I I \ . --- ____ �r , , , - - , / I S I. i� I " . " 0 - � ­ �.......-­ __I I _ , , _._1_4 `11 ,� �_ ,'� �', EACH RAINSTORM. 4. DURING CONSTRUCTION, MAINTAIN EQUIPMENT ENGINES IN GOOD - . ." . I ., ,� � __ , ___ .- ..� ,�', . , / I . � __� - _:___ ,�, / �__' ,I _­ _­ I .I ,� I­ / � 7 I 1 I.. ii � \ . . _", .,�_ ­ __ _ I', ,_._._..____1.__,// './ / / /� ., "'I"..., I ----..-.-�--'---,-,-...-...-..--".. . I . , /�..'..,"', �, ,I 4 1 . 5�tl� __ , � .11 ....... "---,- -...-" - I , � iI - I . , I . � 3. ;k I \ . I ___ - I __­-_­­-1 - _._._-__ � --.-.--.-., ""_� � ..,� � 1: � I . .. - .,__._­­ I " ___­1-___ ". 1 i � , - -i , ��, -,-.,, , I I I I k\ % \ '. ____�_ .- I,-- _ -­ ' I / ;j / / /` 1-11 ____­.­_. __.____.______,___ _­ CONDITION PER A4ANUFACTURffR**S SPEC41FICATJONS TO PREVENT 1��. ,, � � : � 1. ­ ­­___1.____,..__,_ , , , j ; I j I (. . % ,,, V� " ­ I ­ _______ --------.- /I f / / i, ! - - _ S. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION EXCESSIVE EMISSIONS. CONTRACTOR SHALL CHECK HIS EQUIPMENT ! r . I i 11 \ ______.____ I / / I I I/ / I I I I i � '�. � �. I ki N I \ . --,-- e, ;;� .­­ ___1_1-------- __ ! . 1 1 2 / / �1` _..-___1_­_­__ I­­ � I . I M i . . --- ___ , 11 12, / I I " � � ., 11. \ �', I/ / - -, -.1111-'. __... � � I I � _-­_­__­-____ ", IF . I 1 �1 , I , ____ .11 It " I I` __ ___ __--, / / / //i 'e, ///",///"�,-.-------------,�,-.,-,-,-,-,-"I _­­­_­_.,__. DAMAGE WirHIN THE SITE IS LEFT TO TRE D)SCRETION OF THE DAX Y TO ENSURE IT IS MI GOOD COA101770N. � Ix 11. � ,\ .1\ ,�, , �_­­­ .... __,____ �:::::�� 11 , /,/ , /,/"//"/ ___.......__ FIELD ENGINEER. iI I.1 t I � \ % ��_ _­ � .1 ___ - .,,,-- I , / ,.���--,�.----.-----,�.-.---�.,� ; I i ." %I �� -.,.,- - �_ ,_ __ / ' 5: F ARCHAEOLOGICAL OR HISTORICAL ARTIFACTS ARE UNCOVERED � I \ .. � __ __ ,----�>­�_.- ­--, , / . / // , , // / i // 1: I k ; � I - 1 * _ - ,__ ___­ - ��' . ­­_- I--,I / " , / / ( I I �. r" I "'. � 11 � e - - ".�01'�, - -- ( , ____ ___- ­­_ ­ , " e y \ _ �: I / , I� I .. ___�" :�Z ' -',, . / ­­ . I I k ;� � , ,� � ­1 ' . -�__� ­____-7::,__, ­­-.1'...-_ / / / / / // ,---- 9, DESIL TING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE DURING LAND MODIFICATION ACTIVITIES, THE SITE SHALL BE �/ ­, 14 I 1, il �., \ I'll _-, - ,___,_,�, ,---,, 11// / ../., / ;.;/ ,�,,, ' � i � i � k � I., . � ,�, I- ___ I_---- --'--,--.-- --- __,.1_" / 1 '1 � , , /,, PRESERVED UNTIL A OUALFIED ARCHAEOLOGIST IS CONS `�`TED , , ". -,� � I . �,,,:--.*,'.__---_, ,--- V, ,�/ // I I ,I k I � N " - / BETWEEN OCTOBER I AND APRIL 16 4WTHOUT-PRIOR APPROVAL I , �_ _1 - I ; t I \ \ \ ,,- I , - -- .- _,."_/ � /, , , . p . I I ' I' ll � , ­-gc)o 3 I 1_� J . � ; , � I �, N - I - " ,-,-- --- / , OF THE INSPECTOR. i I ��=._-.�., I : I ? \, i. "A q. . , � " Ill ,-,, _�_� , FOR PROPER DISPOSITION OF SITE AND A CONCURRENCE i " , - _ "� -,- --7:�, ��___ __ / � 1, � "� -41 '11� 11 I ..�� _ - ­-.1--­­_­_­ i t , , � �111. 11. �, . . __ 1­ ", 1� I,/ "". '-- ,�' ", ,--" --," --- -----::�--- ::!.,---...�-.2-- .I i 11 , 4or ,.I-- ,e , , ".1 ,." �_­ RECEIVER FROM ENGWEERWG SERVICES DEPARTMENT AND I L I ,,,�, -. - .- RECE E � 3 11 � ,,, . z ,� f 11 i I � \ __ �_ ,�, ::�:� I . k I �'. ,,< ___ 11 ",./," "I,,-�,-�,,,,�,. ". "�', -- - -"1,__ 1_____ PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT. ,-,.----, .. " , , " " " , 1 - ,. 1_______1_­__"1 I ---' .- .1 I I..., ," ". 11 '.1 / " " 1� "', ---- __", ' CHAIN LINK FENCE SHALL BE ERECTED AROUND " ./ ,' " � - - /_ / ,,- _ \ , . �, I.- - __ ________ ­ 1110� ,� � \ '�-,. % "... � 4___ I.- � .., 1, /` "',.", 111�.,", 1_,'.� , 6. A SIX FOOT W) , ­_ e I ,� . Z . . "',•,",,-' `­__ -­- ./ / /" / �" ,. ., , ",pK'-p-K THE SITE DURING THE CONSTRUCTION PHASE ____11 ,,e . 11. -__ --.---- I .,.. We, • / / % 2 / � ✓ ,1 __ - . ---.-----,A- --,---. ­_­­__­._ j !/ I, ///, . 1. ^F \. -11, i / r. .1 1w . - - . / I /. . . 1\ --,- -----.-..--.---, - . -­­.­­­­ ­­_�', i i I / / T. CONSTRUCTION EQUIPMENT, TOOLS, ETC., SHALL BE SECURED DURING e -IL N --.-... / .� " j, !" " "."e.",,, - . . \ � ? � , j (11 /•/ . I 1! - ---."I �,� ;1 I 1�. I ----.----- -,-. I I 8. THE DEVELOPER SHALL K5EP RECORDS MA r LIMIT CONSrRUCTION J, 11, . _ i 11 j' .1i I/(/ I .. - - •- .", k . ,I I.- ; /) i/ "" tErsiF.Now" .. I . . V . ACTIVITIES TO 7 A.M. TO 7 P.M. EXCLUDING SUNDAYS AND HOLIDAYS. I , I ;;;;; - f . ) , I ij I J; i 1 : � I I. , % I I - � 1__.,­1­1', \ r I // If . \ I I I .,� f"/ I ' ' .. I I 1. i I 1 :i � I I i I !; ! - .11 k , ii t f' ' - . --.-. I . - & 11 I j i .. " �ffjft �` ) . I-, . '� �, i 1, i, �' ; '� I " ) ­ !i / I ; - INDIcA rEs .12 DIRr 9au PtR DETAIL . I , I F I 11 i .1 R } f ; I I': r ! k \ \, 1 � 1�1_ ] I ; i i ; 11 I 'I-, .el 11 $r ----' 1 I i I ."wo.Mftw�aw�� .1 ,/it I . I I � , 11 i I " I , �. il - INDICA IFS SILT FENCE PER BMP ESC 50 Additional information - Slit Fonce ;171e , I _-` - . I �e . I � . A -,,— �, .. .. "I _____ �1//', " � ; f i . ,I .. I . . .. . , 'IV _,� , ." //I ?, r X 4"' WOOD POST, STANDARD OR BETTER OR v , - ',I ... .1 "I . I i - " �, "" / ,., I ,/ .,-' / ,/// 11 1 , I / ��,, 11 / I. i . I U It .� _11_1___ .1, / ,,, .�, z .1 // , r' ' 'I - PROODE DESIL77NG BASIN WTH SANDBAGS 4 HIGH PER BMPESC 52 1 I ? � 11 I z / . EQUAL ALTEWTE STEEL FENCE POST 0 MIN I I __ �, . .11" // /" � . I I ej I �_le, /' �, _', / / ./ / . - i � - I . ,e , j/ " ,., / - - 18 k. , � � r / / I ,X/ � // FILTER FABRIC MATERIAL 600 WKX ROLLS, . -,I- / k/ e"' "� , ./ / ", / I/ ,ell., -PLES OR WIRE RINDS TO AITATCH 16*ON ­ I I 1`� I I / . / / 1-1 'i, "Ill / �4' ., .`/ I I il f .; ; ."", I . I .ell. ,.,,,,,/,,, I// /V/ , USE STA DIAMETER ROCK � / 0 - PRO WOE SIL-ANG BASIN #f TH SAhWAGS J HIGH PER SW ESC 52. il / . .. I . / ,- / . , / / t / / " , FABRIC TO WIRE 4" PVC PIPE ­ . / , / / /, ... / ."'../I /, ",/ ".,/' AV*& IOPITIONAL) - {WITH PIPE �� "I �11 ,/ ,. /' / ­.,_. I - I INSTALLATION) 11-, / , ,/ / , , , I - PROWDE CATCH BASIN PROTEC77ON PER DETAIL ON SHEET 6J OR NP ;itM , � 'I', I " //// u x V FAMC OR EOLOV. ­­, -1 - - � I v ", :1 / 11 - t'.// . �1 1 1 "Ilk", it . . I ,/1 /I /,I, / / A / I V%_ !S I FLOW I 34 1 � . I. _ _ I I / , I I ­ - . Co � . . ? / , — — INON TES ARE TO REaEVE SN4 N V T , I K '/ ' . /I F - i " / /I / I, 4/1 ,11 / / , // / / — — — — t 1w 14_ /' I I / .".../ / / / / "I .. I - i � i j , i /11 .". I . . i ... � / /,� I I ///// // I 11 WA= - S7RA W WADDLE OW - , I .1 / /1111 / / / I " j ( ; ­ J, . I I ! I " " I I " ." f/ [I it I 11;� I� 480 MIN 480 MIN I / / / r e \ ____� �� -0 . 11 I 11 , / I z I , f - ii I . it I If / I. , , / I- 1 2 1 - . % . ./ �11? I � / i � . j � \ �' * � - INDICA DRAINUNE SROM BASIN, 6"HDPE STORM DRAIN AND 1Z MIM SLOPE ..k � / I I i i k \� / . i � \\ N Ii I / I t \ Z f I ./ / / I If it k I., \ . ,/ .% t �e, / ,/ J I \ ,\ \\'. 1". j OR—MOL—u TION . , \ , � I / ,?f // / il \ . - cv) �BURY BOTTOM OF FILTER SS & ''\`\! / I I I / / 1_� '\� " INDICAIES RIFRAP PAD 6 - MATERIAL i I �� � \ I I I 11 I 11 .1 i! ?/ 'If .( // 1 \ , N--", '1_1\ .- IN 8* X i2o TRENCH I 't� , � T . * I if I / , \ I � ,� it I . 1 : � \ 1 I \\ 12 .V, i .` . .. / .1 , , '11� ..ZC % i, ., ; 11 I I I t/ ; � ( f I 11.1 �1, 'I-, .ffffff ­­1..... 6"MAX f � ? / k \ , " 4 1_�. 1pllf2 I w__-w- . i ��� , , , , 11 ( ,� ' . , , : � I " I I . WOVEN fA8W SAMM4G FLLED WITH il"'!` I \ .. I , 11 11 . 6 I 11 � 11 , % k ", COARSE SAND-WN WEIGHT 40 LBS. . I I p, .1 � � - I t , 111111111111111111111,I . f-&TER FASW MATEMAt V_ Y i ! ( I T. . \ W) t" 'J, j I 11 . 0 \ �k, \111 1---,, It 0 I it 11 .. �� , 1 4�0 11�, � , i \ 1, 11 ` __ �1, 2* X 2n 14 GA WRE . C1 I I. ; i z � \ \ " . I . , \ I 1"'. ___1 , � � i \ �. \ - ., ,oc, ,--, SN, f II � , j , I \ j.j I \ \ 119,00 � , , \ I FABRIC OR EQLAV. 24v jWN ', I \ \ '. - '� I it ? �, '% , - �' j ., \\ 1 % .�\ - / 'N . - I I I I , ., . . 6 . " \ 11 11 " � : Q . .1 i , ' . N , 154 \ I ",\ NOTE: FOLD & SET RLTER v , , /I I FABRIC INTO SOIL I I \ \ I \ �� 11 L'I - 12 1 1 1 1 1 1 1 1 : (/' V_ THE LOCATION AND DESIGIV OF ALL EROSION COWROL MEASURES SHOWN - I I st f , 11 . � . 1 . \ . t I f k \ I I j I � 3" t � I I �p I . i ON THESE PL A NS A RE TEN TA TI VE ONL Y A ND SUBJECT TO RE VISIONS A S zt I I I I C I e t I I � , . I I 0 � ! ! I I I ��& \ ., I I � I . .__,_.­__._ ­__.__._ --- __--­_­T'_­­_­_,_ I . I NI IrHE CITY ENGINEER. ACTUAL I ... t­ I I I Q -, il I I . \_ - --'� I , ; , DETERMINEO BY THE RESIDENT INSPECTOR OR Q , 1 � 1 11 ! 1 . 0 ; , ; I /. 0 / \ , / I I i � /", i I 11 � �, / ; / � EROSION CONTROL SHALL BE INSTALLED TO THE SATisFAcnoN of THE SAWU AW JGWACT TME . 1 I - f * - Il. I, i 4 � I/ ; / 1 1 q "---"* I -r___ - �__ I i RESIDENT INSPECTOR AS CONDITIONS WARRANT. SILT, DEBRIS AND MUD EXCAVATED SOPLS IN TRENCH .----- I I i ) I ILLOW 1 . I ', A— -�---r�-- , MD ON BOT44 SM _--iftwo.- t . . f , 4- . ­F � / � I , SHALL BE PROMPTLY REMOVED FROM ALL EROSION CONTROL STRUCTURES - . I x I I of / e I i �/ � i . " j .? I. //// - � i . �. OF FILTER FENCE FABRIC �6 1 I_---,- I �, � 5 1 1 A F TER EA CH RAIN TO THE $A TISFA 0 TION OF THE RESIDENT INSPECTOR, THE � i ! .; , . I i , ­_ . * . . Lu � e ! .. I � i 11 � S; i . 11.1 I . � I . . I CITY MAY CONDUCT REGULAR SITE INSPECTIONS TO ASSESS CHANGING .1111,11,111 FRONT YIEW 0 . I . �R CONDITIONS AND DETERMINE THE NECESSITY OF ADDIT104VAL EROSION 2" X 40 WOOD POST . II III. ;� ALT: STEEL FENCE POSTS ,q CONTROL MEASURES. ­_­11 j �M BRAISE R-M 0 .. ALI fm 0: -------------=ESM r ESC52 ­ -­-...-I.. z I 0 Construction Handbook 5 - 66 Mereh, 1993 Construction Handbook 5 - 73 March, 9993 0 z I 0 co I 0 . ujw __ --_w!p"!p___ - '11pl'I 'll'i , 1,11 ,111m . 1-11111 I'll lilm"lmpl'll!'Nl,l'goll,lll.INI mm'"wwwww"" 1081 Ill 10111-11p.1 1111 0.11 11,11, 11.11.1111.1,1,11 MIN.Ill 0 p"11.11, 11p 11, I , I I I ,I I I N I I'll IN 11111 I—— M. 010.1-10.111.11 .1 ..... 111. �_­_ ___­11____1._ ...-�.-..-�,-".,--".,-...... ­­­­-.1......._ _"._­_.­._1............._....1_._____......._.....1,-.-.,..-,---------_­1_1­111...........� I 1­1 I I - .­1----­­­ .. . ... - . c11 PREPARED BY: W.O. 1317.3 ;1� I w . ,0��� . . REVIEWED FOR PERMIT ISSUANCE BY It I 1, F I ­f c-.1-Ift"y 0� . . ------- - . ­ .. V� - .. R-W.T, yi Of di � —_ I . WEET ry . CITY OF ATA DEMN—ED RAMSEYER AND ASSOCIATESt INC. 1". p � CIVIL ENGINEERS - Riva PLANNERS - SURVEYORS . ("I . . . v . . 1 21 ^0 I � NO a (1) - . . . . . .. . . 1861 KNQLI- DRIVE, VENTURA, CA. 93003 . . OF z . . . PHONE (805) 654-1088 FAX (805) 664-8013 No. 37316 M � 1. Ew .. 1� M.J.u. EXP. 6-30-06 ;v i6jS 11 9 I TRACT 2608 WOODRIDGEV -11 ,-----,----""---,--,"--,-,,-,"--"---,---------""-----,------,-"---,-*----,",---- 111.11-.,.....".".,�..'�l.,--......,--....,.-...-.,.........,.....I....I I I s 1� 11 11 . . I DEU NE A TED . 1.� -► 11111�1­11�1 I . Mill) 2— rL 01 30' 60, 120' 180, __ ­ -_ 7 n - __ ­­­ ­­­.- -----.I—--..--- -----.-,.��-.,.-.-�l--.--,-.--..--,--.--.....,.--.....-.--.--.----..-..�.---,-l-,-.,--,..--,--�.�-.�l-.--,-...-.�c���;.�-i��;�.�.�--�-.�..-l-.-�'..-.-----,.1--l�-,.----W,--,.--.---.------,----- ­__��,__­_­............ ..........;.�,.,-.....,-.--.-.-,,---.--.---.-.-.'',.-,-.-.-.�.,..--- �', , 'AD '. ��­._________________.1.­ , ,, I'll, , A c ., �, 1 6 - ­­ -- . I /IV0406000, CIVAV I - E ROSION CON TROL PLAN ME NO. rl� SCALE: I" z 60' . . 11 . %_ � . *w. 1. . , -� , .. M , . RANDY WAOC-OTCER R:0.-E. 373115 -DATE CITY E*MNEER DATE .._­_ ­1 . . . -REV,SYMBOL DES-CRPT" -Of CHANGE R-CE - DATE - 0 TY , DATE , .-.-.-- . , , ' ' � , , , �­,,_N` ", , � , , I , I - � .1 .\ , � \\ , , , , � \ , 11 �, ii ____11_1 ; i .---"-, I I CHECKED (D 11 3� a I y I - . ! ---------------,-n---" — ----,--­­­--------- ,-,-------------,-,,,,--r�------------ -- -'7,--,---------,---,." -------, . ______, __________, ._.__, ____ -, ------, _, __ _------_ _ -, ____________ _ __�_rI�_��_,___________,r __ -,— _,�� -, -, _______ —, ____ _,__________________,____ _ ---��,�—"—�""-,-"-�,-.-,--.�-�--� � -""----,--,-"�,,���-,T�,.�-�---.--,----�"--�-,---����,,�, _____Io,��_ � � _ —��,-���,��-11"--�-��.,!���.�-- ---------­... , �­­,�­____­---�------,-,-----�--,�—�--�---�-�---�-,-.--.�,--,-.��7�.��"T�-�-,--,--�--T--n.--,�,��T��-,,.,��.".�--,�,,��--�---,.--.----.., I