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DAT DIRECTOR, OF, PUBLIC WORKS: , DAT TASCAD PACIFIC GAS -8L ELECTRIC DATE PACIFIC BELL, TELEPHONE DATE FALCON CABLE- T.V. E -SO. CAL�_QA_$� - ------- ERO MUT v. IN_477,4tt Cl.ff A66. &ke_:)6; RUT: IAI 3 i!�,XC961 Oir- C.6WgNr Na v _97 W IN. ?1140 c. 96MOV6 'Fly. Aek C_y.� 11401_15�7_,Mlj COMM rT' /2 CAW . . . . . ..... TO 9 Js a/. W 1A REMOVE 5xllor X.C. INOrAtt-4 /16 'C:7A WCUr 12, m 14 ry? INN., .57AWMr (7*YP) 4C. /PY1077 o W 7 / A .0 kJ -0 WAY VI) M4 Vf- LZ IM2MAU CONC. HC-APWA 1, t /6 ROA� (AVe� Al -12 OR 46&-) i577MM 0,eA11V(rYP) % t 61 U, 4 6 6. &4 0,65 MIN COAMACrIOV JA Mai r /I lNe- ove t6MOVE 4X. 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IlYe,�; Pr, 4 a 6 1.4 7 1. 4 re, 0.4 4- w0ree we i1e; p 54 6P7MM j9RA IAI /PIP lq7wlek ?V46- /-7\ p 4 .4 r mc, e a IleA, oul, 41, 7 -0' ollele 48 InIN. C4.Z A66, 64A!�. _W a-cule ew .4wr. z- _ry — o,�4-,5 Amc AMC.6 Pa!5Vr1V6 0.eA11V,4A6 rO WrIl 4FNV5� cz-156. o6e a�eA,90r_-- 10Z,41V.60k CCVVr- PI,. PeORZerY 41AIe Rlew ve=m5v7y I-VzYer11oy6,eme, 4V /1,eAZAWAZ1_ AbAMM01V EX107.' WV RFNOVA� eX107.' 1114(14 7 XON - 116 491WINier 7(5� 7'01'p Or aR4 79 L4r,,&,eAL 7V AW CAP.47' VWV,6 01" memu 5rarlo aeAlAl Imer Pz:,e a�-r- c- W -V W,474e VAZV,6 7 W. rOY", or W-4114� liw/r I&L,67-1,P1116) Zee #Y09A1V7'__ _//vv. llvv,,- E-Xp. L UK E R q A GREGORY CE Z48,73: I 11_�' A, A UAL WATE R CO. DAT DIRECTOR, OF, PUBLIC WORKS: , DAT TASCAD PACIFIC GAS -8L ELECTRIC DATE PACIFIC BELL, TELEPHONE DATE FALCON CABLE- T.V. E -SO. CAL�_QA_$� - ------- ERO MUT v. IN_477,4tt Cl.ff A66. &ke_:)6; RUT: IAI 3 i!�,XC961 Oir- C.6WgNr Na v _97 W IN. ?1140 c. 96MOV6 'Fly. Aek C_y.� 11401_15�7_,Mlj COMM rT' /2 CAW . . . . . ..... TO 9 Js a/. W 1A REMOVE 5xllor X.C. INOrAtt-4 /16 'C:7A WCUr 12, m 14 ry? INN., .57AWMr (7*YP) 4C. /PY1077 o W 7 / A .0 kJ -0 WAY VI) M4 Vf- LZ IM2MAU CONC. HC-APWA 1, t /6 ROA� (AVe� Al -12 OR 46&-) i577MM 0,eA11V(rYP) % t 61 U, 4 6 6. &4 0,65 MIN COAMACrIOV JA Mai r /I lNe- ove t6MOVE 4X. AX�- ....... ......... ..o 4- 04-�Ak e "on. w,4y,i�� cRolvr df 9>ACle i"'T7 REVISIONS OF ro SHEETS F 0% W REVISIONS OF ro SHEETS S BLUEPRINT SERVICE 139370 -41 A A 11 + ODI Lo MOrlF Y 6eOl��rAOfY OWAI-oe,f AeIIM5 64561NIVIA16. 2;1 MAI. W., .1 1 "1', N ffi �eHA A 12 a /%,n I ^^ & I 5W AL -e- & 5066 qr 6,mva 3wax Cvp- I 7YP/CAL SECT/ON MIN, b "CL. 2t A66. M06 ' comc, C16/e'. W. A101 -E: AC77J,4t *M416T411Z4L- gZr/O/v FAQ Be 0,e E, eY ,e-VA111,6 OfAWTAIZ- AlWk AT 77A46 Of eoN"(1Cr1oA1 ANO AM A T/ ,9,c G LW�161V 0AE4549 -- 25 Al R9. N Ovclez4Y ONLY OVEN AaWUVE 9774161MRAI- ON RPA 0,EO cw RART!5 NOT A107VO 15AME A5 '7XPIM %I,,-r/OA/.' 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" �4kt-A a t. .: '' , �T !It I/l/ T G ,6I. ��j gam}: //' /��d�f10 WA , / <nt;<. r � � �? • ;rid T,.>& � ; /2 Ia1NO W,41K u� „ ., m V N S kyr S r2 g �� ?� F W� ✓ o 1: --® s �R T�� fC'E.AIOfIA'G Pl.,I�r r/. -ALL TA�Ec�a TD �CaD mom RSM®VC-0 ��g �TATZ Of .WALE h �d• Q: �y a /25 1 0 uj uJ CAV A-0) e 7) eA VPROVEM LLI i f�. l20 k O IP 20 410 1640 .?;�'<c'�'> >c�`"�';'tt''"ns>i.ow �,;,r.N �>��Siy{ti' ,,;%'tie •a�s%af ^;v�„ •�`;: ,s,>-.':'�.��`.�.,,.-�';`i?.,%.%a'�iiv`51,r/�3�e�,''?'.�%x.•?,cr`SSr;.•.a �.......,�ti,>...r^.: ,,,tifir.:,,;a'�ec.,`T�?'S.•,+f.S.ti�..a,;,. ,. N kap?..s�%'��f�".�..a,^1.;,.,•.R,��'���.�F :Y�>:s�<;;F;:`..$�,`�,✓,,, 'tre�.''!.�^„» � �.:�', � .fi�,.�F„ r c MARK DATE REVISIONS Z , NOW DATE: 25 - �)2 4 r 0 TE Sill I" I , @Ex1stSn pavement shall be saw cut in ac.ordancwzhthc w 4 Ba ASPHAL� CONCRETE l1 ALL UNSUITABLE.SOIL, MATERIALS -,r f M. EROSION CONTROL: : construction shall be started without plans and/or icat�ons to reveal a competentpo. Cit (County standards and s eciRUBBISH- WILLIAM J. .E Y AIA AND DEBRIS RESULTING FROM GRADING OPERATIONS DANNY E. DI AIA , e mPArs ed -bthoCztyEn Engineering armaThiCity _ ment., structural 1 section�on and n ew Pa ng shall be joined ed at this cznt EMOVER FROM THE JOB SITE, TRANSPORTED TO A SMALL BE R 1.` I THE PERMANENT EROSION CONTROL HAS NOT BEEN �. _ EngineeringDepartment t she11 be notified at least �4 hours prior �he structural section shall be i suect.t by the City Engineering T _ SUITABLE LOCATION, AND DISPOSED OF IN ACCORDANCEWITH ESTABLISHED BEFORE THE UNSET OF THE RAINY SEASON to starting construction.- pc_t on Any cQn str,uction done with out approved De art t Pri©r to the placement Of base. APPLICABLE REGULATIONS. ALL AREAS TO RECEIVE FILLiL CCT. 15TH OR 3F CONSTRUCTION OCCURS DURING THE --ring department or crxcr notification, to the City's Engine SHALL BE CLEARED OF ALL BRUSH AND OTHER C)BJECTIONAL AND APRIL 15TH THEN PERIOD BETWEEN OCT. 15TH , � will bect d and will 1 be at the. �►n c tractor s and/or owner s , _EROSION 5. An survey monuments w I s r e anume is zthin the area of construction�Sh yall A C F SED DEBRIS, INCLUDING EXISTING ASPHALT PAVEMENT, SCARIFIED CONTROL DEVICES BE PRUVIDE�? _AND risk and etc ense P . be reserved car reset b a r -e .st�.r•ed civil engineer or licensed P � � g e FOOT, AN WATERED AND COMPACTED A5 TO A DEPTH. OF 1 fl D A _SHALL AVAILABLE ON-SITE. THE CONTRACTOR IS RESPONSIBLE r e S — City land surveyor -in accordance with Cx.t ».tandac-d Drawn1 2 and as y g G FILL MATERIAL._ REQUIRED PRIOR TO PLACING OF IL R . - FOR THE PLACEMENT OF SUCH DEVICES AS DIRECTED BY All construction w work shall conform to. the City cf e �. �, required by sLat.. law, Land Surveyors Act and Subdivision Map THE ENGINEER OF WORK WHENEVER RAIN IS FORECASTED. Atascader`Q and Count c�i: San Luis s n County i_ Obispo standards and : A Act. C. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 ;, THE CITY ENGINEERING DEPARTMENT IS NOT RESPONSIBLE s eciFications and all work shall be subject to the approval. of P HORI Z • TO 1 VERT FOR. ANY EROSION PROBLEM THAT RESULTS FROM THIS En the City Engineering Department. 20. All grading or, other- construction work outside OF the right PROJECT WHILE UNDER CONSTRUCTION. of way shall .not be permitted without written permission From Da FILL MATERIAL SHALL'BE PLACED IN LAYERS NOT EXCEEDING 6 3. Soils tests shall be done in accordance with: he Co 'n t u ty the o - i S. ro a owner a ff s..t., p p rty INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM 2. PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL standards and spar F`ications sections 11-851.11tC3-and MOISTURE CONTENT BY AN APPROVED METHOD. DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL Rli tests must be done within 1S days prscr to 21. No trees shallbe removed without permission From the City SURFACES, PRIOR TO FINAL INSPECTION. placing material. Testing results shall cleany ind.;Lrate Community Development nt Dopartm nt. Grading ac�ivqty must not E. ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM the location and source of material. 4 Feet Fill excavate or in an way disturb the round within .� f'.re,. ©� y y g _ 7 7 -78 D DENSITY AS DETERMINED BY ASTM D 155 T (MODIFSE TO 3 a N. WATER SUPPLY. _ a tree. LAYERS). Compaction tests shall be done an subgrade material and ALL CONSTRUCTION WORK ASSOCIATED WITH THE WATER SUPPLY material claced as specified b the Cit Engineering- y y g w C2. The contractor agrees that in accordance with generally 5 g y F. W ALL EXISTING DRAINAGE BITCHES, S ALES AND ESTABLISHED SHALL CONFORM TO ATASCADERO MUTUAL WATER COMPANY'S Said tests shall be completed b a certified soils engineer and y g accepted construction racticas the contractor shall be P P DRAINAGE COURSES .SHALL NOT BE DISTURBED AND IF THEY ARE. STANDARDS AND SPECIFICATIONS, AND SHALL BE INSPECTED BY approved by the City Engineering Department prior to the placing P g carr requiredto assume sale and complete resp©ns�.bllity For the DISTURBED THEY ARE TO BE GRADED BACK TO 'THEIR ORIGINAL , WATER COMPANY. THE AT aF the next material, condition oz the job site during the course OF construction For SHAPE OR AS DIRECTED BY THE CITY ENGINEER. NO this project, including the safety of all persons and property 2 ALTERATION OF DRAINAGE DITCHES, SWALES OR ANY DRAINAGE S. Subgrads material shall be compacted to a relative and that this requirement shall be made to apply continuously and COURSE IS ALLOWED WITHOUT APPROVAL FROM THE CITY compaction of in the rcadwag prism between Finished subgrade not be limited to normal working hours. The contractor further ENGINEER. elevation ,and one Fact below, All material in F41.1-1 sections agrees to -de-Fend, indemnify and hold harmless the City OF below the zone mentioned above and in the sidewalk sections shall Atascade,ro and the design professional From any and all G. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR be compacted to S00% ralat .ve ccmuacyacn . liability, real - cr all -aged in connection w . th the pe: Fcrmance of PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER wi.i2. k on the pro act except i n Nabi l :. ty ar* is n From reg y � erce s g g g g SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE Acivil engznear musscar, _1 that " he design professional. CONTRACTOR SHALL BE REPLACED. IN ACCORDANCE WITH THE6 improvements. when cam letEd a e 'n conForman e with the conformance STATE LAND SURVEYOR'S ACT AT THE CONTRACTOR'S EXPENSE. a roved plans prior to the request far Final :inspection . PP P -i 8II . The contractor 'shall. maintain two-way trot F yc at all tim£?s . y Record drawings are� o be prepared after , cons-ruc -ion is -nt2, of shall be in accordance with_ .. the current Ca I trans H • PLACEMENT OF MATERIAL TO BE USED AS BACKFILL. OR ` .. l engineer certifyingthe im roc improvements and lm Zd, The civ taTuai eor trifZC control and work ar.=..a traf,w. iC con,-.v-o rCom l EMBANKMENT SHALL BE FREE. OF C)BJECTIC)NAI.2 MATERIAL SUCH -preparing the drawan s shall be present when the Final handbook. Na styset or- Lane closure shall be Per mz i.-. vSd unless AS TREES, STUMPS, ROOTS LOGS ClOTHERWISE DELETERIOUS Inspection is made. �aned Earand granted by the City Engineering MATERIAL• THE ENGINEER OF WORK IS RESPONSIBLE FOR THE�cY7�usla� , Department.':CERTIFICATION' C)F THE MATERI,�L WHICH THE CONTRACTOR 7. A base prime coat seal cc fag seal will be applied if INTENDS TO USE. directed by the City Engineering Department. 24• Construction grade stakes shall be set by a registered civil engineer- or- a licensed .land surveyor registered in the state car f; I. MUD," SILT, SAND, GRAVEL OR ANY KIND OF DIRT DELIVERED S n inscection agreement is r°e a .r Cd prior to the issuance Califcr'n ia ® TO THE STREET BY TRUCKS GETTING IN .AND OUT OF THE JOB oaf an encr wachr ent permit and start of ccnstr uctlon . SHALL BE REMOVED BY THE CONTRACTOR: . • ly #� f` r+. been ' �-.[ An effort has lil �, �'w !••� maL.s ��..." to de7. �.t iGr ts` iG: e d o F+ fey a thew�.avatw�n i. i � I -t a.„p � t I �"'' _ ---=1a--d •„n �'f? ? ... #-+ Q i"� '7 � ^ manner i ice✓ w„ Any y G.i .:.�' . t.i �. � 1'i Ca «..{. 2..+ s.i Iw �. s .� i s a .... u Lei L ..+ 3.+� s. Gi a..... +ws .i:. s ii { � a i s� ,. ,.. ., ,i. t�,a underground. Facilities within the job site. g j, However, all approved -by the postmaster and. the City Communit Development J. NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED existing utilit and other under..structures g y ground may r�®t be Department. FOR REMOVAL ON THESE PLANS. TREE REMOVAL INCLUDES ; Shawn an 'this plan and their location where shown is approXimate. SI. INSPECTION REMOVAL OF STUMP AND PROPER DISPOSAL, THEREOF. The construction contractor agrees that he shall assume sole and complete- responsibility For locating' or- having located `all A. CONTRACTOR SHALL CALL FOR INSPECTIONS AND 'TESTS AT EACH K. AGGREGATE BASE: underground utilities and other facilities and For protecting PHASE OF WORK AND IN AN TIMELY MANNER TO ENSURE A them during const --ruction. `QUALiTy 1,.. AGGREGATE BASE ,MATERIAL SHALL CONFORM TO 'ITE _�'OB. APPLICABLE. REQUIREMENTS OF SEC'T'ION 26 OF THE 1Q. All utility companies must be notified .prior to the start OF B. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING CALIFORNIA STATE STANDARD SPECIFICATIONS. const.Luctiorn. The construction contractor shall contact OPERATIONS IN THE FIELD AND SHALT,, DECLARE THAT ALL Underground Service Alert (U.S.A.) at 1-800-64.2-2 2 to 10 days �--y4u44- y EARTHWORK WAS PROPERLY DONE AND WAS DONE IN CONFORMANCE 2. AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE prior, to the start OF excavation and shall verify the location OF WITH ALL REQUIREMENTS SPECIFIED HEREWITH. COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95e. any known utilities and whether or not a representative of each company will be present dur-ing excavation. 3. MINIMUM PAVEMENT SECTION SMALL, BE A 2" TYPE "B" AC PAVING ON 811 CLASS II AGGREGATE BASE. ACTUAL x 11. A City encraa ent permit is requirad for any work within SII • INSURANCE AND SAFE'T'Y THICKNESS SHALL BE- DETERMINED BY THE SUPERVISING the public. right -of` -Way, , For both sewer and road construction and A. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ' SOILS ENGINEER BASET? UPON "R" VALUES TAKEN ON ' the inspection card shall be posted an the ,lob site prior to the ENFORCE SAFETY MEASURES OR REGULATIONS AS THEY PERTAIN SUBGR�.DE SOILS AND A TRAFFIC INDEX OF 6 . start of construction. TO THE CC?NTRACTCJR • THE CONTRACTOR SHALL DESIGN, L. ASPHALT: >. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 1. The City inspector, acting an behalf of the City SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING 1. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE Engineering Department, may request revisions in the plans to TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH REQUIREMENTS FOR ASPHALT CONCRETE AS SPECIFIED IN solve unforeseen problems that may arise in the Field. Revisions STANDARDS, LAWS AND REGULATIONS. THE APPROVAL OF THESE SECTIONS 39-4.011, 39 -4.02f,.39 -5f 39--61 AND 39-7 OF shall be reviewed by the design engineer prior to implementation. PLANS SHALL NOT BE TAKEN AS CONCURRENCE BY THE CITY THE STATE OF CALIFORNIA. DEPARTMENT OF The inspector, may, alert the contractor to deviations in the work . THAT THE APPLICANT, ENGINEERS, CONTRACTORS OR AGENTS TRANSPORTATION STANDARD SPECIFICATIONS, JANUARY 'From the plans. The contractor shall remedy the (e work to Comply . HAVE BEEN ABSOLVED TO ENFORCE APPLICABLE SAFETY 1988 EDITION. ANY WORK DONE THAT DUES NOT MEET OR with theins to the satl.eL action of the inspect -or. REGULATIONS. EXCEED THESE MINIMUM SPECIFICATIONS WILL BE 13. The construction contractor shall maintain a current, B. THE CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND, EFFECT REJECTED. complete, and accurate racord'oaf all changes which deviate Frcm UP TO THE DATE OF FINAL APPROVAL OF THE WORK; 2. SAW -CUT OF EXISTING PAVEMENT' SHALL BE ALONG A NEAT' e constr uctzan as proposed in these plans and specifications . for the purpose of the engineer with a basis for record 1 WORKER'S COMPENSATIOirt INSURANCE VERTICAL, LINE PARALLEL TO CENTERLINE WHERE .providing drawings, o changes shall be mad, without prior approval or Who • POSSIBLE AS DIRECTED BY THE ENGINEER OF WORK-. City Engineering Department and the design engineer, 2. PRODUCTS AND COMPLETED OPERATIONS INSURANCE APPLY A PAINT BINDER OF ASPHALTIC EMULSION TO ALL VERTICAL SURFACES OF EXISTING PAVEMENT. 1.'... The structural section shall be based upon soils tests to 3. COMPREHENSIVE LIABILITY INSURANCE determine the R_value of existing soil and a traffic index 3. A BASE PRIME COAT SHALL BE APPLIED TO THE BASE AND designated by the City Engineering Department of T.I.- 6.0 . C. LIMITS OF INSURANCE, CLAUSES AND ADDITIONALLY INSURED PAVEMENT FOG SEAL COAT SHALL BE APPLIED T4 PARTIES SHALL BE TO THE SATISFACTION AND APPROVAL OF FINISHED ASPHALT CONCRETE SURFACES, IF DIRECTED BY 1S. All Fresh cut and E4611 slopes shall be provided with a THE OWNER PRIOR TO THE START OF CONSTRUCTION. THE CITY INSPECTOR. method ca;= erasion control approved Aby the City Community Development and Engineering DeoartMents . IV. CONSTRUCTION i8 . All util . ty relocations andlt or alterations s; -aa ? be the sole sponsi.bi lit of the: developer at his expo y i t 7� • `� CI O B O ` 4 WITH A s ALL GRADING SHALL BE. �N CL/N FO~t.MAN C.i.,2 YY 3.H T3..i CITY OF ATASCADERO GRADING ORDINANCES, THE STANDARDS AND I/ In the event that the cont -actornotices i.rreguz.arities in REQUIREMENTS PERTAINING THERETO, THIS PLAN, AND THE t. the line or grade he shall bring it to the immediate: attantion OF RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING the design engineer and the City Engineering Department. IF 'heSOILS., - ENGINEER. NGT iiRf Fails to- do so, the conte actor, shall be responsible: any - er2: or' girt z the grade and necessary recsns--action to correct such orbor $t BLUEPRINT SERVICE 139370 0 I 1805) __ r mss; stvL'u`.`�r k f =stis�a CHECK AND VERIFY A DIMENSIONS BEFORE PRODC,EF D�Nf WITH THE WORK. R E P w DISCREPANCIES TO THE AR _ ; ALL CONSTRUCTION S� /'S ri a � t"' ,C'\ !"9 B R "T'!°4 3 F B'3 P'". r ..a- a. r.. ✓ rr .re o.w ...� �. l .... DRAWN: /y_ CHECKED: d /ZF_ DATE.- I" I , WT ROBERT F. STUHR AIA C-1610 WILLIAM J. .E Y AIA 6835 DANNY E. DI AIA 14728 T _ _- .,�e��= .<• mss; stvL'u`.`�r k f =stis�a CHECK AND VERIFY A DIMENSIONS BEFORE PRODC,EF D�Nf WITH THE WORK. R E P w DISCREPANCIES TO THE AR _ ; ALL CONSTRUCTION S� /'S ri a � t"' ,C'\ !"9 B R "T'!°4 3 F B'3 P'". r ..a- a. r.. ✓ rr .re o.w ...� �. l .... DRAWN: /y_ CHECKED: d /ZF_ DATE.- 40 'r 4. - Q� 4 40 - 11 ____j b UH E "T F "T' R f !Iekw ,r,a, I !!V i I -- - I . A 4 0 Awl A 95% RELATIXF COMPAC770N Zoo shccl� C- f ror A NOW 10 RCHITEU`T ING. Curb -i duffer details. A N L-04 2*11-*Y,� Reticullne b<xs IN Top f Ivsh SEE VICrTz 3121 CALIFORNIA AVE. Jj B A K E R S F I E L D CA. '44W&14- 4f W Ole mololes ,Cow %L 90% RELA77VE COMPACrION 93304 5)327-1632 dq,_** 5AP77X_H."4__' -7 .1mod. LI;7e) ut nare Z bebw 4-culm =Xlucl ume 3/16 Fillet weld full depth DA e4olmy JIM // tv .4 L7/ #X* v�) t It tW16. each side on outside .4 e"Palj?d bearing boor and e"ry a=011Wiry 7'0 lihe SECTION A -A FLAN �D A other internal bar 4, '0 6-mitoe, srjoa* PrOW014W6 zrr -1eC1`J0" 9WO-7 wltb cxpanSiW7 .70il� SEE thEEIT G__r* nR GRATE 0F."TAIL. of -Ihe,5�0 &artdard /8 30r"/; End bord--% 3"x/; End bond ry "I", 91 40acificallievyl. alriny 7i 0 9 1�e Top f lush 85% RELA77VF COMPACTION DATE Me WAI�le P-4mlet# 6pe. tYet t/4# 3" OF 0 4 2 AW3LE 10 ...)S, 44*Cr,� MATE'RIAL C-1cr ra I -E, 0* M)ITCH %1 0 1,1111pa C-10 T(D SECTION D-0 '40 --or /-17/*-1 6 C= FAa liv ac. AF /di i - — 4 Evassion r REIG9T TA5LE NOTE' Weight of 24. Grote 182 lbs, A ROBERT F STUHR AIA C-1610 IN^ 76 rELA71V e Weight of 18 Grote 145 lbs com -44 WILLIAM J. ME Y A 1 A C- 1 W35 FACE- NGLF. A14CUOIZ 5ELOW OUTSIDE 3%* y A., -14728 DA NYE. AIA OF eFELL WV�EI.1111 ------- sit L \IATED I �1 'TMAL - 8t�kcs Ty/pe 1.5- 96 5 4 24 10!5� G&Arff V4,0 +**led Va 4 A%, -s 69 ROCKY M N X'EleiT 010. aME915 GREA - ----------- I ( AT FIFE J0 I NT6 Mr at VATR I ; 4 x 0 ",It H�c_c W *AVe C,=Z SEE S UNOARD SPE:1FICATIONS COVERING BACKFIU AND $4444%* 3'- 0 (f4* SAV*jv,1k deirk-mesq to he xoe 4�FXA4NSION 101Nr Extrud*4 eurb4 gatiee ,A*iye"y -4,00erxcher. TRENCHING OF WA TER ANO SEWER UNF$ FOR j1r41RrH4'R 4=ONAL CURA-durTERA 't S*;�VC--AVr*L'W­ )30��eflfl _F/10// C0,7kr1:P7 710 M e $1 41 V Of'7'AILS ANO RE*0411Rf',WCN`7'S. —A1QMtLAlJK J07KT of Section 0,,,' el?e 5taldord :n*- whenextruded Sp et c ifl-C O. -t io 7*.s btnt_24h C -/,0z,1 qui�rp. ;ihall f CXtrw, (F�Ind ffxt�t be TRX95111014 PL 01 red road oas�e AN- NOTE* A MINIMUM OF e5*16 f?F_LAT1VE%_ COMPAZT10M M1?MITTr_'0 —WIN TO 5E 5U 9P=6 of Xn de -of he *'Ceae ar� 25'11r�ervalo and di e1r1AXdc4* a jmse gra W. r#) 34 UC44- F0ADWAY TIREMC" W"EW I A 0 t)7 R 1, � CT U RZ=5 I LT 0=:retc, &de"k, rl ion n7mt 6 clas-s J f" ftplawd not fl orn hour TYFI CA L FI?AM F.,ft 05 rWA11T AM =Ama TO %IC14. IF tTRUCTUF,7_,5 ARTr 'TC> 5;.7 5U11 W 401 CUP* W&#W6, eVeh -Side dl*4~0y d4f)OMr"iOmo dmAit 9= I OVF-R TR?-- _T 7rr. C.Lir, hts betn e=& tO� AiOrW drOifl *TTAlu V U414. mr.Axamr.11 FICOM pixed, unless o ona jC01 a llle`9411A�er Aramvril�440 40v4cerfl rrAmr- 6R"I. 60.0 mpv"Mp CX 6 WK& rwul" A TREMC141 U5F_ RtLATNr- C0MPAC'T10W5 5"0W14 **O'VA 'TFtl�CA Ea C, /low M)4T= 1U C4#A&4E4M1A%. CJUALITY luvole 00y wMA. 5ecTiom Jk5ove- il't veol4k Arricovtm ew -rjir. wUMT-y cim4wr� "rum mur. oil- 5AN I_iJIS 0815PO C011A17"r Or .5" WIS 0445�00 Alor)r. CWATrc3r.VM LUIS MISPO specificot/o/7 Ref covmry OF SAN LVIS OSISPO scalt: coumry OF SAN UJIS 08/$PO &T4a^W74CW AWr. $Pocfficafion Rol. scification Rot rNAUA1ZZX1A(4 ZWP.4AP7A-(01r KON E eA1a1Aze4rtAt4 ceevA47mrA(r CNGjAfeCR11V6 OEPARrAdrNr NO SCA L F ZW1*EER1AfG DEPARTM&Vr jrf M&W 47A01 cwa1NreA11&a Z7eRAerA4v'Nr As lVoiecl I - . ---11", "1, 1 W 47e,4WIAt NO: '='I=* Drawing No, tM-IMAIep NO. — A r V 1=1 P =r"N1 I 14 L/ W_ 4M C WA i EK ON 5CIN 6E F?6 L I "N" E5 SIDEWALKS 1"�A11"P-r7r rpn4qg�" r7l 7 rt1r)r JhT0,F1W ACWAI D&F-o'" 3 6)F41 C OfToWZJ rOwn, — - l f ir r S T At SIGN M -TAIL 2 tZ 44 V T_ PLAN fA reflector 0 0 F9,Wr_ YEL to UI 0 FRONT MONXT Po'�T-TO-C-4GN 15>IGN__r0_154GN _ASSGM15LY OGTAIL *00 Side walk -All Ott -Ito POST FL 0FZ"__Qa0 A440 G=Aap wru �7� DELINEATOR; A74��� t;A�� SACA v%PM STATE OF CALIFORNIA r0a iST1Mr40T;+. To FIT awo-17- 9TL4ENT OF TRAN3PORTATIO" DEPAJ (V I.m.). b*Ckf111 OV C4ptrAL- Lr*TTams To ea zK*-<_-%rr /400 SILVVIC 15Czrrzr.�ALI1rQ I QCzf;z10_* 15. Pift qVC92WO, FOR SGCV 91?4* To ew* Zjme. pL.&Tzo arax scewrwr 0A fln.f VIA 0 ills �ft'x 4' FnH Specification Rot COUNTY OF SAN LUIS OBISPO ENGINEERING DEPARTMENT STANDARD STREET SIGN I M W 5 ==a Z2111"s � a 11,0milsama 1-11" DIAM. 1 400 UTU SPLIT IN SWIVEL GLAND SHALL BE OFFSET FROM SPLIT IN TAPPING SLEEVE BY ONE BOLT POSITION. THRUST BLOCK- CLASS 11B" P.C.C., SHIELDED FROM BOLTS AND FLANGES.:�� Pc PPROVED 0 Cy ATE 0 ri L W t 2 3(6"C,ur,b) -1 4'-a- min- j -- ;�' �6-curb) -1 0 Sidewalk F 4' (8*curb) I r 4(8'curb) CUR$ rACE Gutter qrade.-� ELEVATION WE%PKU%I0M JDOMaT NOTES A I -Romp location shall be at the middle of the curb return. hESIDENTIAiL - - of 4 wide at the rear and a minimum of 4' wide $44 sLo" S1,P1"zx r&v S&orr= 2 -Romp width shall be a flat plane with �o cross slope, a minimum dge. Slope ot romp width shall be a straight grade from the top of the 1/2" lip at the gutler to the at the curb e z the Slope of romp width sholl not exceed 4" rise per 12" of run with the exception that romps C,4A_`K I& rear of the ramp. with a rise of less than 5"may slope a maximum Of I"rise per 10"of run. Slope of ramp sideif shall not exceed I"rise per 5"of run. 3 -A sidewalk landing, a min. of 4' deep sholl be provided at the reor of the romp. Romp cnd/or landing length may be q Ab the peo Jvom cLoes 34,* varied with approval of City Engineer, but in no case shall the maximum allowable slope be exceeded. of..�;isochor7 50-7 wr .4,,6,e SAO�e 4- A 1/2's lip shall be provided at the gutter line with a toleronce of :t 1/8". The lip sholl be beveled at angle of �,Vediriccrfionj. c4trin full'rcmp width, not including romp side slopes. q 45 degrees for the 11k 17 in a 'chevron paltem 1/4" -wide by 1/4" deep. I VZ' oport, on % 5- The central portion of the romp shall have parallel grooves, -WhilFe #gmerd center, to the limits shown. r/ 0 Al 15 34df.* 19-304 37 Sfcf speds. It 6- A grooved herringbone shall be installed at intersections where pedestrian crossings in two directions are Dermitted. ification Rof. CW*Tr 0r S"L 1.1/1S 0iflS.00 A", jf Grooves sholl be aligned parallel to pedestrian crossings and approx. I 1/2"o.c. (see grooving detoil) ENSINEEWMG DEPARrUrNT �Xz 7 -The romp shall hove a 12' wide grooved border with 1/4" grooves at approx. 3/4 "O.C. (see grooving de toil) 8 -Concrete shall be 5 sock, slump 2!'min. to 4�' max. WMWIXPAIR P. Cio. DRIVEWAYS 9 - Dowe Is at expansion joints sholl, be 1/2 smooth bars, 18" long at 2 4'o.c. do& &AMP 10 -Entire rarno f rom B.C. to EC. sholl be reinforced with rebar. Either #3 at Id'O.C. or **4 at 24" O.C. �,^th ways. RESIDEN71A 1. 8 COMMERCIAL _Ve4j­­, NINE 7=BLUEPRI, 77ERVICE 139370 NOTE: PLASTIC PIPE SHALL NOT BE HOT -TAPPED /"TAPPING SLEEVE-M.J.,CLASS 125, MUELLER14-615 I I" D I AM.----� .nM, 1811 MIN AM - TAPPING SLEEVE SHALL BE Class ) 125. SEPARATED FROM NEAREST BELL, FLANGEs SERVICE CLAMP$ + 12. Split in swivel CORP. STOP, ETC. BY A DISTANCE I gland shal ' I be - NOLESS THAN1 JPIPE DIAMETERS, 7. Valve Cap Parkson,1101. shall offset from split WITHA MINIMUM OF 18". it in tapping sleeve oe marred WAIER by one bolt posi tic 8. Riser 61' SDR 35 PVC. ( -1 6 12 9.,Collar Class A P.C.C., allowed to cure 48 hours 0 3 prior to full trafflqt;�-- 1 01' Q TO VAIER HYDW MIN SGA AP PR 0 V IE D B 0 WATERMAIN HOT -TAP DATE_—., C. L W Al t" 111111 01 "in 1 11 1111111,11111, 1111 .100 NOTEt Cross-s4cllori of slope ditch APPLICATION 'OUTLETS HYDRANT 11111111110M 61 2 1 41 0.42' ---------- RESIDENTIAL 1 1 CLOW 950 SECTION E -E 4 LU 0 CL 10 COMMERCIAL 2 1 CLOW 960 LL FIRE DEPT. OPTIO1 1 2 CLOW 565 SECTION D -D DRY BARREL 2 2 1 MUELLER -Centurion A-4 3 E L C /7- Na 6 rn-,N i- __ __ - 3 12*_ 01-C CoETAIL PLA,41 V1,6U1 i4�1 fi 1. 2111 cutlets shall be ftati"l Standard ho�� 18"-21 11 > _j PLAN tread. 41" outlets shall be Naticnal Starxiard TYPE A DIKE RET VE AIN5 _QQNQ L_Q— X_j AN PIW tfread. 4 1214-411 10' lIngth of gutter on bolh sidis in 0 tog localion STATE OF CALIFORNIA 2. Al I dy barrel hydrants shall J- OVERSIDE DRAINS - CAI 7WAAI!�, 15�� �9,97,6� have 5111 valve cpening & II" -05 pfftag3n CpEratiryj nfts,. 6 6 3. For integral si&�clks of less than 61 width, hydrant shall be pl aced PAvrAwntr W/,OrH hwAsvwD ro rHa pofN r behind sidawolk be 12" clear of C "I side%alk. 1Wn 4. 1 t*ant f I ve 5/8ti X T& 7 J- drilled bre44wy bolts installed. 44a 5. Drain holes in drain ring housing shall lx� pltyffA. 6. Thrust block -Class 0 P.C.C., shieldxi frcm flarW-s bolts. 10 10. Tapping sleeve -MUELLER H-615, M.J., Class 125. 10 7 11. TapDinq valve -MUELLER a H-667 RT O-ring type Q U E BACKPILL 4ke' TAPPING SLEEVE SHALL BE Class ) 125. SEPARATED FROM NEAREST BELL, FLANGEs SERVICE CLAMP$ + 12. Split in swivel CORP. STOP, ETC. BY A DISTANCE I gland shal ' I be - NOLESS THAN1 JPIPE DIAMETERS, 7. Valve Cap Parkson,1101. shall offset from split WITHA MINIMUM OF 18". it in tapping sleeve oe marred WAIER by one bolt posi tic 8. Riser 61' SDR 35 PVC. ( -1 6 12 9.,Collar Class A P.C.C., allowed to cure 48 hours 0 3 prior to full trafflqt;�-- 1 01' Q TO VAIER HYDW MIN SGA AP PR 0 V IE D B 0 WATERMAIN HOT -TAP DATE_—., C. L W Al t" I I R 'E IH -1f D !`,A N r1l"S, WATER VAT V T_` I � .j Z, (5k, �% - ��, �� TYPE A N07E* (0 TYPE�. A AND C CURB TO BE V DETAILS 1: PREPAf-1E'L) BY A11101111M A00111M 11111111111011116. VON"& 0"W" '14�11 ENGINEERING, SURVEYING, AND PLANNING 9'/9 Mool' A., 11,01fF t - SAN I,M,; Olfl,�1`0, CA, �)3401 (805) � - )44-140/ REVISIONS V41 SECT10N C -C. NOTEt Cross-s4cllori of slope ditch enoy ba serrIcIrcular V64 or trap4zoldol. 61 0.42' ---------- SECTION E -E 4 LU 0 CL 10 0.42' LL 0 2 0'_A`C SECTION D -D E L C /7- Na 6 12*_ 01-C CoETAIL PLA,41 V1,6U1 2'R > _j PLAN TYPE A DIKE RET VE AIN5 _QQNQ L_Q— To b4 vied on fill tIOP43 fiallet than 2:1 Use min 10' lIngth of gutter on bolh sidis in 0 tog localion STATE OF CALIFORNIA DIPARTIAfUT Of TRANSPORTATiON OVERSIDE DRAINS - CAI 7WAAI!�, 15�� �9,97,6� I I R 'E IH -1f D !`,A N r1l"S, WATER VAT V T_` I � .j Z, (5k, �% - ��, �� TYPE A N07E* (0 TYPE�. A AND C CURB TO BE V DETAILS 1: PREPAf-1E'L) BY A11101111M A00111M 11111111111011116. VON"& 0"W" '14�11 ENGINEERING, SURVEYING, AND PLANNING 9'/9 Mool' A., 11,01fF t - SAN I,M,; Olfl,�1`0, CA, �)3401 (805) � - )44-140/ MARKIDATE REVISIONS V41 ---------- MARKIDATE REVISIONS V41 / %l r 20 �® i mew ��: c-160. v lam' I7 o.. +••.. �.�.� ...�.ae..�s.. � yr tee.... ..•....,�.- -•- ". �._ ..,.,.,_� "°'_ -r ,_.,,,_ .__�_�ujjii�{3 44/07.4t& COM;- NMOWac KIAlrerZ AP Dr. 4ZAT146W leX2 GE. ,Sam 0-- -moft www000 w u --- X11 A41," WA 0 1 �Mr{ aA 16 - 7-0.5 /A Rt,,vRAP WIMIAI AW 911P) 5 R. /Z. x IN Im a � IROBLERT F. STUHR AIA C-1610 it CHECK AND VE R IFY DIMENSIONS BEFORE . . WITH THE WORK, R P DISCREPANCIES TO THE ACe '! , NF0R M TO USS6 I-AT'EJ7" FL"I-1T/0/-/ �x 13?:` {AV Am m DA` N: s HEED: DATE: 9z -