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HomeMy WebLinkAbout2006 - Hwy 41 and i -� MILE POST SHEET TOTAL U DIST COUNTY ROE TOTAL PPOJECT No SHEETS INDEX OF SHEETSSTATE OF CALIFORNIA05 SLO 41 14.21 1 1. TITLE SHEETR A N P S f FATION 2, K-1 : KE 9 APs NOTES AND A EVIA TIO S DEL NORTE sISK1Y0U tA0U0C 3. L-- : LAYOUT LOCATION-1 P OJE %o Immo" L A II'Mma COMmmSTRUC 01 ION V TRINITYSHASTA LASSEN Oil N . C--1: CONSTRUCTION DETAILS HU B°L°7 TEHAMA 5. 05--1: CONSTRUCTION AREA SIGNSS. Pt LIMAS BUTTE t: HIG ti W Ay GLENN SIERRA 12 1 a MENDOCINQ 6. PD-1 PAVE M ENT DELINEATION QLusA � NEVADA �, ,�� LAKE G� PLACER all V LUIS PO COUNTY 7® E--1: SIGNAL AND LIGHTNING YOLK �� DORADO SQttOMA `�AFA �Q�., ALP 1 NO �p ,y SOLAN Val'/ . ---2: SIGNAL AND LIGHTNING IN ATASCADE-RO MAR I N CONT .A SP�� � TLNJLUMINE MONO o5TA as ` SAN FRANCISCO L ED ,b/~ 44�v� MAR I 7�1 a`' THE SAN MATEO SANTA �a. CLARA ME1Nffi' 2TER%*0jw"6ECT10N OF H 41RCED 'OAD SANTA CRUZ ` No U0"4AABH8`1EL t`l` SAN FRESNO INYO i3E N I AANUw" . SA`L ` f MONTEREY TULARI: To be supplemented by Standard Plans dated July, 2004 KINGS SAN LUIS VERN X 001SPO a: SAN SERNARpItdO SANTA BARBARA OS ANGELE ENTI.IRa LOCATION I AP 0 ANGE RIVERSIDE LOCATION 1 ' � SAN DIEGO IMI'€R r AL I PM 14.21 E t i 0 Q_ T,he State of ca for w*a or its of`f i vers or agents shall not be responsible for the accuracy ( Ajascaor c ompleteness of e/ectrOriiC copies of this plvn sheet. �d,® CD Marcs Road ;nue M (DAv e Ave. c� �� o �. , Avenullf_. co e %..,ONSTRUf,.".*.wr, iON AREA �e La,n t a 00 C)Cor �• ed c ' rnf 001, i�' *• [/^may // } / `T✓ e 41 x� ~ 0 o O 0 a. l� CD I P a e I C C� �;n Ave ' a. vet o a p, al pu e c4 0 x Merchant 10 0CID � Li 1 W NOT TO SCALE 5 s ,04/� J SCOPE OE0 K e 0 RUM d a INSTALL A.C. Si D A.C. CURB AT ALL FOUR S. CU S AT THE IN CTION OF HIGHWAY 41 ,,,., :�� ® EL ROAD. ("THIN CAL.TRANS R.O.W.) Project Engineer Date � Na` �� SAWCUT EXIS71A.C. 36 . OFF 7HE PROPOSED 3-31—Q$ •. F.O.C. ( -A',-C- AND V) REPLACEMENT Registered I� i v i i E i ne e r Exp. ,, A.C. GRADE SH 1X Np 5% MAX. HE Sp• 4 ( r I L aMEDIUM .0 0 T ASPHALT SH 8E TYRE A. 19—mm �T� 0 C�CO GRADIENT. INSTALL SIAL AND I OF' ~ ~ CAL 1. ® IN CTI LIGHTNING ADVANCED FLASHING p p UBEACON. __.l J tl. Q_ 05099 R THOMPSON CONSULTM, 1INQ Plans Approva I Date w w a �. o , ►� ` t- p® CIVIL ENGINEERING ASSMIATED TRANSPORTATION ENGINEE � to cc PLANNING I` I 1( N. Avenue, Suite 4, SantaB�t�, CA X8.311 Q . (845)687-441 8 �190011110PR4JEC7 MANAGEMENT UJ 0_ 0 z 7M MOM RW V) 0 ATA C At1M CA. 43422 > R,C,E, iO3o P. s/ O/O� DAT ► (Oft) a-N The Contractor shall possess the Class (0r Classes) of license c� lia 0 as specified in the " Notice to Contractors' ' ® . y.. Contract No,, 0508 NDN 0182-15 a. FOR REDUCED PLANS ORIGINAL G 10 20 30 USERNAME => $USER JOB# 05-056 FOPM DC-OE-93-PF (REV. 3/88) SCALE IS IN INCHESDGN FILE _ > $REQUEST DATE: 06/16/06 CU 00000 1 EA 000000 . - _ _ _____�_ _ .__ _ __..._....._.....:.....w....._....._.....__......._...._...._.._......._.._....._......... ._._._.....—_._....._..."._....._... _ __ --___._.......... _ _ _......_..._...._.....__.._.._.__...__..._...._...._..................... ................_._.._............._......... ...........................................................................,.....__....................................................................._.........,.........._........_...-_.._..._......._................._._...... __.........._......_.._....._..._.,...,........__..,...._........_,_... ,....... _..._..._.._...................................................._..._............ .................._.__._..._............................... I , -7 r_ ?s�:: •:.— ".'-r• Cyt M;� (( i ..0: ._f`_.. C" ... :^•. rel".. }`' •r :_._._. — •_ i... ... a t+_.f•_.. _ S }„i+.r. W f t N t+,r1 R ..._..._....._..........___. w__._...___._._..._.._ ._.. _................_...._ ....................__.. ...............-........... __ GENERAL ADITION 1. ALL GRADING SHALL CONFORM WITH CITY OF ATASCADERO A. INFORMATION SHOWN ON ALL EXISTING IMPROVEMENTS ON 05 S L.O 41 14-21 2 1 8 GRADING REQUIREMENTS AND THE 1998 UNIFORM BUILDING THESE DRAWINGS IS TAKEN FROM FIELD SURVEY AND CITY CODE. CHAPTER 70, THE STANDARDS AND REQUIREMENTS OF THE OF ATASCADERO RECORDS. THE CONTRACTOR SHALL ,.. -._......_............................ SOILS ENGINEER, UNDER &ENGINEERED GRADING REQUIREMENT'S; . VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO 2. ALL GRADING SHALL CONFORM WITH THE RECOMMENDATIONS AND BEGINNING OF WORK. _ OF THE PRELIMINARY SOILS INVESTIGATION B. ALL. CONSTRUCTION WORK AND INSTALLATION SHALL w�_. REQUIREMENTS _ ,�,�`�-' REPORT BY CONFORM TO THE CITY OF ATASCADERO STANDARDS AND r`. 4^ f ' ?`N, ��?l;r•t THIS REPORT SHALL BE INCORPORATED INTO THIS PLAN CALTRANS SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT AND MADE A PART HEREOF AS IF SPELLED OUT IN ITS ENTIRETY. TO THE APPROVAL OF THE CITY AND STATE. ' * e . s=• 3. AREAS TO BE GRADED SHALL BE CLEARED O F ALL VEGETATION, Ce WHEN INEFFICIENT DETAILS OR SPECIFICATIONS ARE AC ASPHALTIC CONCRETE NA NOT APPLICABLE INCLUDING ROOTS AND OTHER MATERIAL UNSUITABLE FOR SHOWN, THE CALTRANS STANDARD SPECIFICATIONS AND AGG BASE AGGREGATE BASE NGVD NATIONAL GEODETIC VERTICAL DATUM ��_� ` :-,;:.��;� ? � No..........._... ._......_..... 7 r"STRUCTURAL FILL. AND SCARIFIED TO A MINIMUM DEPTH OF 12" STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR ALUM ALUMINUM NTS NOT TO SCALE �' APPROX APPROXIMATELY ':,t Exp. ....._. ........ 4. IN AREAS TO RECEIVE FILL, THE EXISTING.SOILS SHALL BE PUBLIC WORKS CONSTRUCTION (GREEN BOOK) IS HEREBY ARCH ARCHITECTURAL OC ON CENTER SCARIFIED AND COMPACTED TO A MINIMUM OF NINETY PERCENT REFERENCED AND INCLUDED. TRACT BOUNDARY ,. ,, . �. ,�, C I V I L ASSY ASSEMBLY 00 OUTSIDE DIAMETER PROPERTY LINE OF MAXIMUM DENSITY. THE FILL MATERIAL OBTAINED FROM D. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND AVG AVERAGE OUT OUTLET RIGHT-OF-WAY OTHER AREAS ON THE SITE MAY BE PLACED IN THIN LAYERS COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING OS OFFSET ..........AND COMPACTED TO A MINIMUM Off' NINETY PERCENT OF MAXIMUM THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL BC BEGIN O�t.IRVE CURB BCR BEGIN CURB RETURN PCC PORTLAND CEMENT" CONCRETE BACK OF CURB DENSITY. WHERE FILLS ARE PLACED ON SLOPES, A KEY SHALL PERSONS AND PROPERTY.- THIS REQUIREMENT SHALL BCC BEGIN COMPOUND CURVE PCVC POINT OF COMPOUND VERTICAL CURVE __..._..__......_._._..w..._._..._-.._._».__. .�_...._._. BE CUT AT THE TOE OF THE SLOPE AT LEAST TEN FEET WIDE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL GUTTER BLDG BUILDING PG PRESSURE GAGE .... _...".. ...... AND INTO FIRM NATURAL SOILS. AS THE FILL MATERIAL IS WORKING HOURS; THE CONTRACTOR SHALL DEFEND, BM BENCH MARK PI POINT OF INTERSECTION PLACED UP THE SLOPE, BENCHES SMALL BE CUT AT REGULAR INDEMNIFY, ANIS HOLD THE ENGINEER, CITY, STAVE AND BO BLOW—OFF PH PHONE EASEMENT INTERVALS IN TO FIRM NATURAL SOILS, OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVE EXISTING 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREA ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF B/W BACK OF SIDEWALK PP POWR POLE RETAINING WALL PRV PRESSURE REGULATION VALVE ���� �� ���������� INC. SHALL BE INSPECTED AND APPROVED BY A CITY GRADING WORK ON THIS PROJECT, EXCEPTING FROM LIABIUTY C CURB PRVC POINT OF REVERSE. VERT. CURVE 2:1 SLOE � CIVIL E r4+�t N E E R t N G INSPECTOR AND THE SUPERVISING SOILS ENGINEER. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CFS CUBIC FEET PER SECOND PSF POUND PER SQUARE FOOT EXISTING CONTOURS 6. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 ENGINEER. CL CENTTI R�'N.E PSI POUND PER SCARE INCH ,.M _...,.. ..._._ PLANNING HORIZONTAL TO 1 VERTICAL UNLESS CERTIFIED STABLE BY THE E. A REGISTERED CIVIL. ENGINEER SHALL CERTIFY THAT THE CL CLASS PUE PUBLIC, UTILITY EASEMENT FINISHED GRADE CONTOURS PROJECT MANAGEMENT SOILS ENGINEER, AND APPROVED BY TIME CITY ENGINEER. IMPROVEMENTS, WHEN COMPLETED ARE IN ACCORDANCE CLR CLEAR PVC POLY NYL CHLORIDE 7e FILL MATERIAL, APPROVED BY THE SUPERVISING SOILS WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL GMP CORRUGATED FETAL PIPE WATER MAIN �8.� W""�" 7 MOa ROAD ENGINEER, SMALL BE PLACED IN LIFTS NOT EXCEEDING 6 INSPECTION. AS—BUILT PLANS ARE TO BE PREPARE[} co CLEANOUT R RADIUS: SANITARY SEWER �8� �, S ATAAL'3ER4y CA. 5422 COMP COMPACTION RAID RADIAL 1 SD (805) 462-1375 INCHES IN COMPACTED THICKNESS. MOISTENED OR DRIED AS AFTER CONSTRUCTION IS COMPLETED. THE ENGINEER CONC CONCRETE RC R NFORCED CONCRETE STORM DRAIN : NECESSARY TO NEAR OPTIMUM MOISTURE CONTENT, AND CERTIFYING TIME IMPROVEMENTS AND PREPARING THE AS- CONT CONSTRUCTION RCP ROWORM CONCRETE PIPE GAS MAID __._...C__ .__ww.....,..,. y.._._». . COMPACTED BY AN APPROVED METHOD. BUILT PLANS SHALL BE PRESENT AT THE FINAL CONT CONTINUOUS REINF REINFORCEMENT FIRE WATER �F�F 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 9OX OF INSPECTION. CY CUBIC YARN RRM REST ROOM EXIST. WATER LaN� MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. D-1557-78 F. THE CITY AND/OR STATE MAY REQUIRE REVISION IN THE PLANS REQT REQUIRED EXIST. SAN. SE ��.°��".. �-. .�. .•,� .-. DET DETAIL, (DELTA R£DTS REQUIREMENTS EXIST, STORM DRAIN w-- � �'= _ . � =SD= � (MODIFIED TO 3 LAYERS) AND SO CERTIFIED BY TESTS AND TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE DURING DIA DIAMETER RT RIGHT REPORTS BY THE SUPERVISING SOILS ENGINEER. SOILS TEST THE COURSE OF CONSTRUCTION. ALL REVISION SHALL BE DIM DIMENSION R/W RI.�IT" OF WAY EXIST. GAS -�. - _. .. SHALL BE CONDUCTED AT NOT LESS THAN ONE TEST FOR EACH SUBJECT TO THE APPROVAL OF THE DEVELOPER'S DWGS DRAWINGS ROW RIGHT OF WAY EX, S,S. MANHOLE % 18 INCHES OF FILL AND FOR REACH 500 CUBIC YARDS OF FILL. ENGINEER. RETALL RETAINING WALL S.S. MANHOLE EA EACH S.S. LATERAL s 9. ALL SOILS WITHIN 2 FEET OF FINISHED GRADE IN THE STREET G. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND EC END CURVE SS SANITARY SEWER WATER SERVICE W SHALL BE COMPACTED TO 95X RELATIVE COMPACTION. SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL ECR END CURB RETURN s SLOPE WATER VALVE 10. UMUTY TRENCH BACKFILL. WITHIN THE STREET SECTIONS TIMES, ALL CHANGES OCCURRING DURING THE PROJECT ECC END COMPOUND CURVE SCH SCHEDULE SHALL CONFORM TO THE REQUIREMENT'S OF THE ATASCADERO CITY CONSTRUCTION SHALL: BE RECORDED ON THESE PLANS, AND EGL ENERGY GRADE LINE � STORM DRAIN FERE HYDRANT Al STANDARDS. THEY SHALL BE TRANSMITTED TO THE PROJECT ENGINEER EL ELEVAT'tON SHT SHEET E.X. FIRE HYDRANT -.. .� .M.- �- 11. THE ROADBED SUBGRADE WILL BE SCARIFIED AND COMPACTED TO INCORPORATE INTO THE AS—BUILT RECORD. ELEC ELECTRICAL P ,SEC STA'nON AT#ONS STREET LIGHT �» R�'�1t R�YV EP EDGE OF PAVEMENT STA STATION GAS LATERAL ___.______.___.G AFTER INSTALLATION OF ALL UNDERGROUND UTILITIES, AND H. ALL STATIONING SHOWN ON THESE PLANS REFER TO EVC END VERTICAL CURVE STIR STANDARD GITILITY TRENCH �t� VARIES BEFORE PLACEMENT OF AGGREGATE BASE IN ORDER TO ACHIEVE CENTERLINE UNLESS OTHERWISE NOTED. EX EXISTING S'� STEEL UNIFORM COMPACTION. I, THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL TIMES IMG EXISTING GROUND SW STORAGE Ul IL.ITY SERVICE 12. SURFACE DRAINAGE SHALL NOT BE LESS THAN 1% EXCEPT FOR AND SHALL FURNISH, ERECT, AND MAINTAIN SUCH PG BOX � PAVED SURFACES AND POSITIVE DRAINAGE SHALL. BE FENCES, BARRICADES, DETOURS, FLAGMAN, LIGHTS AND FF FINISHED FLOOR. THRUST BLOCK EXISTING PG&E BOX � FG FINISHED GRADE TB TOP OF BANK VARIES 4► MAINTAINED AWAY FROM ALL STRUCTURES AND SLOPES. SIGNS AS NECESSARY TO GIVE PROTECTION TOT HE FH FIRE HYDRANT TC TOP OF CURB PGCE ELfCTROt.IER � 13. ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS PUBLIC AT ALL TIMES. FL FLOWLINI� TEMP TEMPERATURE PAC BELL PEDESTAL FLG FLANGE TOE TOE OF SLOPE SSMH t� . RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED FROM TRAFFIC CONTROL IS REQUIRED PER CALTRANS FL FORGE MAIN TV CABLE TSLEViS#ON SSMH THE JOB SITE AND DISPOSED OF PROPERLY. TECHNICAL SPECIFICATIONS FOR THIS JO. FW FACE OF WALL TW T WALL VARIES 14. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING TERRACING CONTRACTOR WILL BE REQUIRED TO KEEP TWO-WAY CLEANOUT � VARIES Fs FINISHED SURFACE TYPICAL _.... .�.._ �.... ._.. ."._.. _.... _... .. �..� x--52% SHALL BE SPECIFIED BY THE SUPERVISING SOILS ENGINEER TRAFFIC OPEN AT ALL TIMES UNLESS OTHERWISE FT FEET TF TOP FOOTING MONUMENT _,- ,•.M. ._, --`- "" PRIOR TO CONSTRUCTION OF GRADED SLOPES. APPROVED BY THE STATE. FTG FOOTING TOP OF CURB T.C. 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND THE CONTRACTOR SHALL. FURNISH A TRAFFIC CONTROL IJTIL COMMON TRENCH UTILITIES TOP OF WVAU. T.W. Y µA METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM PLAN PRIOR TO CONSTRUCTION AND SHALL PROVIDE THE Ga GAS TOP OF (IRATE T,Ga EXISTING PAVE. SECTION GAL GALLON VAR VARIES TOP OF FOOTING T.F. SAWikCCUT LINE' AS SHOWN ON PLANS PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, APPROVED SIGNS, LIGHTS, BARRICADES, AND FLAGGING. GALV GALVANIZED VC VERTICAL. CORVE GRACIE BREAK G.B. OR UNTIL COMPETENT STRUCTURAL CULTIVATED VEGETATION AND DOMESTIC ANIMALS, OR CAUSING ROAD CLOSURES MAY BE AUTHORIZED ONLY FOR EXTREME GB GRADE BREAK VCP MTRIF ED CLAY PIPE SECTION IS REACHED A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE CIRCUMSTANCES, GPD GALLONS PER DAY VERT VERTIICAL Pt,IBI.iC UTILITY EASEMENT P.tJ,E, VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE J. NO CONSTRUCTION SHALL, BE STARTED WITHOUT HOUT PLANS GPM GALLONS PER MINUTE FLOW LINE FL � 4� AC PAVEMENT MIN, OVER RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING APPROVED BY THE CITY AND STATE ENGINEERING DEPARTMENTS, GRD GROUND W WATER INVERT INV. 12"` CLASS II ACG. BASE MIN, FROM HIS OPERATIONS. DUST ABATEMENT MEASURES SHALL BE THE CITY AND STATE INSPECTOR SHALL BE NOTIFIED AT LEAST OUT GUTTER W/ WITH FINISHED GRAIDE FG GV GATE VALVE W/O WITHOUT FINISHED SURFACE FS CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING 48 HOURS PRIOR TO TIME STARTING OF CONSTRUCTION. ANY WM WATER METER CONSTRUCT 'TEMP. A.C. CURB INSPECTOR, WORK DONE WITHOUT APPROVAL PRIOR TO NOTIFYING THE CITY HC HANDICAP WATER SERVICE AND TEMP A,O:, SIDEWALK 16. ALL SLOPES OVER 3 FEET HIGH SHALL BE PLANTED WITH INSPECTOR MAY BE REJECTED AT THE CONTRACTOR'S HGL HYDRAULIC: GRADE LINE Ws WATER SURFACE PERENNIAL VEGETATION APPROVED BY THE CITY AND SHALL BE AND/OR OWNERS RISK. HORZ HORIZONTAL WW T WELL HP HIGH POINT W1� LDE WIRE FABRIC STRLICTURAE,. .`ECT#ON SHALL BE DETERMINED BY '"R" DENSE AND GROWING PRIOR TO FINAL INSPECTION. - K. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WELDED WIRE MES VALUE OF' S L AT SUBGRADE AND T.I.=7.0 wm 17. EARTH QUANTITIES: FROM CALTRANS AND SHALL NOTIFY STATE INSPECTOR JP JOINT POLE CUT: 15 CY 48 HOURS PRIOR TO BEGINNING WORK. FILL: 5 CY ID INSIDE DIAMETER Immllep INV INVERT T N ro" ESTIMATED OFF SITE EXPORT QTY'S: 0 CY L» THE SOILS ENGINEER SHALL PERFORM R-VALUE TESTS AT IN INCHES ESTIMATED OFF SITE IMPORT QTY'S: 800 CY LOCATION APPROVED BY THE CITY AFTER ROUGH GRADING N.T.S. NOTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE OF THE SITE. TIME FINAL PAVEMENT DESIGN BASED UPON L LENGTH FACTORS AND LOSSES DUE TO CLEARING OPERATIONS ARE NOT THESE TESTS SHALL BE APPROVED BY THE STATE. LAT LATERAL INCLUDED. ESTIMATED EARTH QUANTITIES ARE BASED ON M. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE LP LIGHT POLE THE DIFFERENCE AS SHOWN ON THE PLAN, OR SUBGRADES, ANIS RECOMMENDATIO NS OF THE PRELIMINARY SOILS REPORT LP LOW POINT LT LEFT SHOULD VARY ACCORDING TO THESE FACTORS. DONE BY PACIFIC GEOSCIENCE, DATED DECEMBER 13, 1989. 1& PRIOR TO ANY GRADING THE DEVELOPER SHALL BE RESPONSIBLE MAIL MATERIAL. o FOR SCHEDULING A PRE—CONSTRUCTION MEETING WITH THE CITY N. THE NAMES AND TELEPHONE NUMBERS OF THE PROJECT MAX MAXIMUM v IFR MANUFACTURER a AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL ENGINEER, SOILS ENGINEER, SURVEYOR AND NOTIFY THE CITY A T LEAST 24 HOURS PRICK TO ANY WORK CONSTRUCTION SUPERINTENDENT SMALL BE SUBMITTED AND MGD MILLION GALLONS PER DAY MIN MINIMUM BEING PERFORMED, AND ARRANGE FOR INSPECTION (CALL 239--03210) KEPT ON FILE IN THE OFFICE OF THE CITY ENGINEER. MISC MISCELLANEOUS ~� 19. SOIL PREPARATION, SITE GRADING, AND/OR FOOTING EXCAVATIONS ARE TO 0. THE AL.LOW�IED HOURS OF OPERATION ARE 7:00 AM TO 7.00 fvll•I MANHOLE tl_lBE ODBSERVED BY TIME GOETECHNICAL ENGINEER GP ENGINEERING GEOLOGIST PM, MONDAY THROUGH FRIDAY. ANY WORK REQUESTED ON a OF RECORD DURING GRADING OPERATIONS. THE ENGINEER SHALL CERTIFY WEEKENDS AND HOLIDAYS MUST BE SUBMITTED IN WRITING ' THE AS BEING DONE IN ACCORDANCE WITH THE APPROVED AT LEAST 24 HOURS IN ADVANCE. ® RECOMMENDATIONS OR PROVIDE REVISED RECOMMENDATIONS, IF NECESSARY, P. NO FIELD CHANGE SHALL BE ALLOWED WITHOUT WRITTEN PRIOR TO INSTALLATION OF THE BUILDING FOUNDATION. APPROVAL BY THE DESIGN ENGINEER AND THE CITY/STATE 0 20. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE PROTECTION ENGINEER. a OF ALL EXISTING SURVEY MARKERS DURING CONSTRUCTION. Q. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE N ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BE RESET PROJECT AND BE PLACED AT A SUITABLE DISPOSAL SITE. AT CONTRACTORS EXPENSE. R. IT SHALL BE THE RESPONSIBILITY OF THE 21. ALL TOP SOIL SHALL BE STOCKPILED FOR LATER DISTRIBUTION CO NTRACTOR(S) TO BE FULLY INFORMED OF AND TO OVER THE LOTS AND SLOPES. ALL CUT AND FILL SLOPES COMPLY WITH ALL LAWS, ORDINANCES, CODES, SHALL BE HYDROSEEIDED UPON COMPLETION OF GRADING. REQUIREMENTS, AND STANDARDS WHICH IN ANY MANNER IRRIGATION MAY BE NECESSARY TO ACHIEVE DENSE AND AFFECT THE COURSE OF CONSTRUCTION OF THIS PROJECT, GIROV ANG VEGETATION PRIOR TO FINAL INSPECTION. A BOND THOSE ENGAGED OR EMPLOYED IN THE CONSTRUCTION, OR u MAY BE REQUIRED IF THE WEATHER IS INAPPROPRIATE FOR HYDROSEEDING. THE MATERIALS USED IN THE CONSTRUCTION. a 22. PRIOR TO CALLING FG Z FINAL INSPECTION, THE ENGINEER OF RECORD S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MUST CERTIFY IN TING TO THE BUILDING OFFICIAL THAT THE FINAL GRADING PROTTrCTIC3I`I {� TI"+iE PUBLIC AND PRIVATE PROPERTY Fn AND DRAINAGE CONFORMS TO THE APPROVED PLANS. ADJACENT TO THE WICK AREA AND SHALL EXERCISE DUE 23. ANY OAK TREES O N THE SITE SHALL BE PROTECTED DURING CAUTION TGD AVOID DAMAGE TO SUCH PROPERTY. THE CONSTRUCTION, AS OUTLINED IN THE CITY'S OAK TREE CONTRACTOR SHALL REPLACE AND REPAIR TO THEIR PRESERVATION ORDINANCE. NO GRADING SHALL TAKE ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS z PLACE WITHIN THE DRIPLINE OF THE TREE WITHOUT THE WITHIN EDF( ADJACENT TO THE WORK AREA WHICH ARE NOT APPROVAL OF THE COMMUNITY DEVELOPMENT DIRECTOR, AND AN DESIGNED FOR REMOVAL, AND ARE DAMAGED OR REMOVED INSPECTION MUST BE CALLED PRIOR TO ANY SUCH WORK TAKING AS A RESULT OF HIS (OPERATIONS, AND BE REQUIRED TO v PLACE, IF REMOVAL OF AN OAK TREE IS PROPOSED, AN REPAIR OR REPLACE SAME TO THE SATISFACTION OF AND AS APPLICATION MUST BE FILED WITH THE COMMUNITY DEVELOPMENT DIRECTED BY THE CITY INSPECTOR OR UTILITY COMPANY. v DEPARTMENT AND APPROVED BY THE PLANNING COMMISSION. T. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN ° THE RIGHT--OF—WAY MALL HAVE AN APPROPRIATE 24. ANY 'TEMPORARY STOCKPILES G�' EARTH SHALL BE APPROVED BY c THE CITY, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING DUST. CONTRACTORS LICENSE, A LOCAL BUSINESS LICENSE, v 25. THE CONTRACTOR SHALL SUBMIT AN EROSION CtNfTR IL PLAN ANp AND SHALL OBTAIN AN ENCROACHMENT PERMIT AS INSTALL THE APPROVED DRAINAGE DEVICES FOR K DURING REQUIRED BY ANY AGENCY. cr NS THE RAINY SEASON OF OCT THROUGH MARGIN. SEDIMENTATION AND EROSION CONTROL MEASURES, AS APPROVED BY THE BUILDING OFFICIAL, SHALL. BE IN PLACE BE THE DATES OF OCTOBER 15TH THROUGH APRIL 15TH WHERE GRADING MAY AFFECT OFF--SITE PROPERTY: SHOULD THESE MEASURES ' NOT BE IN PLACE NO INSPECTIONS WOWILL BE GIVEN UNTIL THE MEASURES ARE IMPLEMENTED. 26. PRIOR TO CALLING FOR FOUNDATION INSPECTION, THE ENGINEER OF RECORD to o MUST CERTIFY IN WRITING TO THE BUILDING OFFICIAL THAT THE ROUGH GRADING AND LOCATION OF TIME STRUCTURE CONFORMS TO THE APPROVED PLANS. 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"j I 0 Y� - 0 G (1i (71 II 01 LAYOUT LOC/pA - 1 L11111111 1 I.... - ­ � . _ ry __ --'.�.....��._..-._ - _ __�..�.,M____.. _..�_._, .._,...._.x.....,._._.._,..,�..�..-_.__...-._.. .x......._-,.___ -__.._.._..,.---,-,--,__-..__....m._.x...M._-_..-_ .,,... -.m.m.�..._.,._-_._...-.,.�.......,..�..,�-.-.....M-„•....�_-_.,,-____._ �_ ......�..�..._.._._." _ ; we 5 SL 1+ 14.21 ! 4 8 ._ CIVIL ENGINEERING PLANNING { �-M W —'_`.•. ~ Y p-}g��y f p� may g* �,t '� AGEMENT .ti..+�Y,Y .'. s.. (.J^�� i..r 1 i�' y..`v t...'�.: ..J Y•' � C,v � `'�� 7600 MORRO ROAD r ys CA. 93422 <„ noa (805) 462-1375ILI i i I • HANDRAILS SSO �89r i Hin tV x51 mxC4mm04totttnmd corrugatliar of 5Q trs low) p► Cii mnd tap fir t3 taa o bolt Ctcp brockel t £ WIS Dri1i a.+d tap for !5 ,' `Yx51 rw4xs aM+ R '�aa' " a 'P s+�»d°" s A.C+. WA�.K "13 nn,�t x 38 errs lorai arleFFE3:] :$twt Thick 9a#v toper Ct #3 t 50 M�tia hole � t �. 100 toes#ti ��X��X`��� � � � 5 ..j 40 630 i Nin 1w nr+Pi i n FULLYGROUTED .r 40 tit.Pipe stakt #.s if RETAINING WALL $iw Thick tong eoch aide of flww +'tw 9m•ty butkhtad �S last t 7 T5 L tUp «� Flatten or point ALTERNATIVE CLIP - otr gar � � BRACKET DETAIL NOTE �. t � � �- tarns �: 2 .... .r 4ti tw 5't -.." ...:...... .....:......:.. .. :.:;:ir-?aa:i,>?:"i`i?:r"::i(i'1,:•y>ro:::-t,:ia:: •++ EL 91 $ EX.TW PIP A ..,..:..:'._::. drain E STAKE ANCHOR DETAIL o I. r I toss section t : Maim � cat Ses 9 sect i Art F na �,► •s«, t #s� tr► o i bo 'rt SECTION C—C fampnCcircWtar, vast or tr�ypxoidmC. r" � (I. *��*• «�»•,� in 10 ras x 25 irn -. slotted holes See Note t C1 #4gt8 1 t 4 to+nst rraa �,.. See Hots # lrwai iEne r"'F See t#D+tet t 2.0 TAPERED INLET Loft ��' TYPE, TVFI~ Shsxtt l S+ee � �Na 5 '40 Ilk '"t'....# � Inlet ISO i,ttt 141 -...d...... S . �''., ; INSTALL TYPE 6 MASONRY - - BLOC RETAINING WALL PER `�` #i 2 Ari Flatter o t t t iiioOe a r EL=916 EX.TW GA TRA STD. DETAIL -- 1r 3 � itOlrAr'ain*twr*-,cwvvgmt/d SECTION (.1`G z � 4 tit of f'^ reetoc, 3 rw sactirarssES Qt+:t m:oct+Ar^asserosty �� '.,, '• � �,t � meoerr fill height< tr'S t Top of d; � . _._, tt ., Es Toa of dik EX. HEADWALL ; :rage .,# AND CULVERT Slotted holes P t pofnt £Sco $rets p,x 19.1 +m+o �!�tett!#mx Paved04tv bolt A gutter tsi , >am.ned ter o SECTION p_p ® xtope--- C_ : CASE f tete, !LECTION F—F i• Cut� Strum" �,.� See No%2 See ikttc A»` s0 wn t lmrspe '" 1.0 n R Top of dike Ape+'tA inlet Yati C TYPE AND E DETAILS Cr,fir point j i C� i, d iracet uei QIKC 600 taw R at Fir* +2:$Caw Thick —Top of dike �' ow MUM ox}�d t gaiv bttkhead PLAN i I.for# 0#t iAtres At AGIcRCB+S an lite �r titK�l4 x�tta itp t c�' fS. !4 4;fic33 Arac#eor asuenbty R - 2.Comas to rotrcA, cif ri a{6 40 a0t E 3iNToi + C ` 8.q«Flu"* section � DIKE ICE s•#A?E i�`GAL#i`tAtT�iI A .. . . . ,.Q ww . In ioemtl^ use I on #e�Qth or SECTION B—B ASPHALT CONCRETE DVERS I DE DRAINS: 0CPARTW"T r» Tar#t�i 7._....._._ -_�.............�........ as pm+rs+!guttrr ftwt An both Sid�K of Wet { : 3.ty A s2tcra to be ram,rhe es�saiiFfiasrsm stir,rave ptcni t #0 7' STATE W MIF#3RC41A LI V E R S I DE DRAIN ?: to Ty"o �t e, a. o s ti '+ Ti NT t c>�rAtlftti PLAN 4.die OW eon wft ext tt6 nwaf#"o#to top f ct*,*. d ASF'H#a16. TAPERED INLET AND FLUME DQWNDRAIN Ixx. > T CONCRETE DIKES s D 8 7 D , F � '� �� kwW aiE3um eta f. # at y &.Typo 8 '="M= $ xl MOALt '#!M pRtd r"W*%*ETA I Na"I N" W, 1.1. DE T Al:L .T'.. . _11/2" 2" D,A. GAL.V. STEEL PIPE U £3 U CS C2. _061 CL 0 0 tp i WELD JOINT (TYPICAL) � C3 • to C V ...' APPLY LIQUID GAL V. AFTER WELDING ALL JOINTS. W 0 I i!? 1 • C5 CAST—IN—PLACE 2' SLEEVE IN TOP O WAL>_ V Z TYPICAL Hyy A N YV`6 RAIL '0'-% F__jTA1L �. 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