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HomeMy WebLinkAboutJun-85 - Nacimiento Avenue - D-0300 WORK TO BE DONE CONSTRUCTION NOTES THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE TO BE DONEACCORDING TO TREE PLANE AND CITY ENGINEER OF ATA AMO. THECITY : NOTIFIEDDRAWINGSAND SPECIFICATIONS., SHALL BE NOTIFI THE CURRENT CITY OF ATASCADER0 STANDAR© AT LEAST 24 � PRIOR TO STARTING OF CONSTTION. ANY CONSTRUCTION F T T CITY NEER OR PRI.. NOTIFICATION TO 7 I DOME W PL. R WILLL 13E REJECTED AND WILL BE AT CONTRAC3� S AHD/OR�R OWE S RISK- :PREPARATION OF AOE AND PAVING OF STREETS .. . ; , CITY OF INSTALLATIONS SHALL CONFORM TO THE I Y 2. ALL CONSTRUCTION INS_AL _'. .; T T. EC O � I�.L WORK L . CA. AND f2 TIS T <:SPIN AT S ASC, TME APPROVAL OF T14E CITY ENGINEER. CLQ AND MUTTER S. SOILS TESTS :HALL BE DOME IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATION SECTIONS ii-351.1404. ALL TESTS SIDEWALK MUST MAM WITHIN FIFTEEN DAYS PRIOR TO PLACING MATERIAL. THE TEST RETS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MAT IAL. DRIVEWAY APPROACH _' 4. CQMpACTTeN TESTS SHALL BE MADE ON SUSSRADE MATERIAL AND MATERIAL Impp 0 VEME N PL AN I PLAN AS SPECIFIC BY THE ENGINEER. SAID TESTS SHALL BE 'MADE PRIOR TO THE PLACING OF ?NE NEXT MATERIAL. SEWER LATERAL a. RADE MATMIAL SMALL J3E COMPACTED TO A RELATIVE Ct IPACTION OF SM IM THE ZONE BETMESH FINI SU OE ELEVATION AND 014E FOOT BELOW. MATER SERVICE ALL MATERIAL IN FILL SSCTIONS MOW THE ZONE MENTIONED ABOVE SHALL BE COMPAZTED TO BOB RELATIVE COMPACTION-. PCEL MA P CO 77 Z282 — . S. A REO?fT CIVIL. ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, PA 9TOXM 944/iI/ N'L T -- WNgH COMPLETED, ARE IN ACCORDANCE WITH THE PLA PRIOR TO THE ME-QUEST FOR FAL. 2NWVCTM. ATILT PLANS ARE TO BE PREPARED AFTER CONSTRUCTION ZS COMPLETES. THE CIVIL ENGINEER CERTIFYING THE IMPROVE- MENTS AM pREpNMW TM , T PLANS SHALL BE PRESENT WHEN THE FINAL lL T IO S. AN SCTION AS1WWW 23 REQUIRED PRIOR TO THE START OF CON- STRUCT I. ON-STRUCT . S. ALL UTILITY COMPANIES MUST RE NOTIFIED PRIOR TO THE START OF CON- STRUCTION 10. THE CITY &MMM MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE LWOREBBIEN' THAT MAY AMW IN THE FIELD. ALL REVISIONS SHALL BE SUBJECT TO TME APPROVAL OF THE DEVELOPER'S ENGINEER. 11. BASE MATERIAL REQUIREMENT AGGREGATE FOR CLASS B AGGREGATE BASE. SHALL BE FREE OF VEGETABLE MATTER AND OTHER DELETERIOUS SUBSTANCES AND SHALL BE OF SUCH NATU14F THAI IT CAN BE COMPACTED READILY UNDER WATER AND ROLLING TO FORM A FIRM STABLE BASE. THE PERCENTAGE COM OSTTION BY WEIGHT OF AGGREGATE BASE SHALL CONFORM TO THE FOLLOWING GRADING WHEN DETERMINED BY CALIFORNIA TEST 3' sir�v METHOD NO. 202. SIEVE SIZE PERCENTAGE PASSING 1 1/2" 1007 G7F'ENwht �'' NO. 4 40®80I) NO. 200 0-15X THE AGGREGATE BASE SHALL ALSO CONFORM TO THE FOLLOWTNG QUALITY — REQUIREMENTS: TEST TYRE CALIF . TEST METHOD NO . MIN . REQUIREMENTS RESISTANCE (R—VALUE) #03,101 70M SAND EQUIVALENT (5E) #0217 2 N DURABILITY #229 25N* *NOTE: THE R—VALUE REQUIREMENT MAY B WAIVED, PROVTDE0 THE SE VALUE IS 30 OR MORE. f'L�1�1 STtrON P` **NOTE: – THE DURABILITY REQUIREMENT MAY BE WAIVED. PROVIDED AN SE IS 30 OR MORE. , 12. NEITHER THE OWNER, NOR THE FNGINEER OF WORK WTLL ENFORCE SAFETY s, MEASURE'S OR REGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE CON . 0.4' TRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. IN— � 04 CLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL 'NSTzj LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGU— LATIONS. THE APPROVAL OF THESE PLANS SHALL NOT BE TAKEN AS CONCUR�- 0 RENCE BY THE CITY THAT THE APPLICANT. ENGINEERS, CONTRACTORS OR '. FiETY RESPONSIBILITIES . AGENTS HAVE BEEN ABSOLVED TO ENFORCE APPLICABLE SA 13. A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO � 8E DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRTOR TO CON— jtALjET 'TRl„JC.-TUB. STRUCTION OF NEW WORK• E EXPLORATION EXCAVATIO IS AND LOCATE EX— � — B) CONTRACTOR WILL. MAKT ISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CON!STRLICTIO . .. + REVISIONS ARE NECESSARY BECAUSE '8 s, I 1 2'a.s,,4el TO PERMIT REVISIONS TO PLANS IF - ♦J(W!?dprXlnc? fAlkT of m 'E".5"a nc '4�:l.. ,.� j •;y J P!8 hens face SITE V OF ACTUAL LOCATION OF EXISTING FACILITIES. : 3-8 L-+.vol.3 <^'ef 2'• --,-..f '�• N/B,sk, ` bohl hfcrs CONTRACT. VERIFY LOCATION OF UNDER — 's -, ar1N v2.rov 3 C) BEFORE EXCAVATING FOR THIS CO , d fi3 a . r GROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUNDS ,.- -.. .. Fi1Jtl- MTlfk'h CfiFm/YJ SOBTAINED UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLAN... WERE BY , _ T BEST OF OUR KNOWLEDGE. � �f8L A SEARCH OF THE AVAILABLE RECORDS . 70 HE 1 �( 3..8 -4 F 18.sh dxtiare Air '.. fir. '� THESE S SHOWN 0 ---, -,- _ � _ is c* THERE ARE NO OTHER UTILITIES EXCEPTA PLaANS 77� canf;;r —r�-- � § �.d 7 , ,� �6 • ., 7YfYCAI fG>'4 MAX✓M{Ihi' H'>K7 °r Skin morns,v l p tw,,d✓ �. TYP/GAC FOA MAX✓Ad ":. fD ' ,llav P%7. of c,f s ufeef 6,i'A 1r{aGwal! gvvtrne m Of eov-afv mon v1_trnL_hlln L'A PRECAUTIONARY MEASURES TO � , . ,.. .. D) CONTRACTOR IS REQUIRED TO TAKE fl to cuvorf,.,a✓ P,t3RT LC91�lTUtJ/NAL SECTION �i-a nr•effwn �©rdP'4z. -.._ '...� Frllrvt,,.vM 7YY-iC'CAL FOR 1r''>Jd' TYPlCAL_�F MAXIMU,N 5a �..p u PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES ant a fief sMwn ,NClov pne srm4or tx�rpv r„mmorr,,er ,";a 'd rla•r1s`<!s!?'.Lt+xJNr w"f ..END E4, AT1ON.... Nav w 7 1 �.. NOT OF RECORD OR NOT SHOWN ON THESE PLANS . erf✓flni�b+/76 nJ ved+`se A—#bwls(•'19,2 sm,'o :, , ro moKh V,ilt!yOnarir Srrt one knyvh yavi#td DY mono var ru,rr d>4 iS'f d,Wt4 l Wirt !/ov unsfrMm eaxf,/;1lry n tee,snowy 14. NOTIFY U.S.A. PRIOR TO CONSTRUCTION SO THAT UTILITY COMPANIES MAY �_ ', , , 1 f ��,, ,_ �8_. 41 i 01 —Is v+xvwavv v Appy+-- z _A-� ON THE SITE AT _sic __ LOCATE THEIR LINES PRIOR TO ANY PHYSICAL CONSTRUCTION / � " " MJ�1P . _ -t; ._; wirrnlu>snrr�rovn�0 eegnr ' { 800-842-2444. ALL UTILItATY COMPANIES MUST BE NOTIFIED PRIOR TO CON -4 .�81? NO SCALE (, _"r h.brnoq,t STRUCTION. > S3Nftp rofJaavrerYeM+ « ' 8~ o ._ 53.x" . '�F• L Cwt.. • ,- Ftr num'orW frit of � s >abve R+1' !C waren rinrY'e'farl y. : ,,.. 1 N � � O'L'- G'A1�13"C`1�-L.� l N A�1Y tt.�ef__ 1C's. A rti�. 1 r .f aK rbbx tirvr x _ r n w«..ea ✓Hour cert -s vnro 4...:. " >rrnsxvr aM' �rror tx ern. 1 }.� ._ rt -ol aM h,, w ! r 1 r ry 1 ev1 alv rMN nnrl hxxlwal! ] � .A.. , I 1�. grlavaM,rina33+f1le -' ;i��l dqaI ar mdwav cow € Q�"r � � , , _ ..Jai. r,,1t,.bwn s�Ma id t !!'.ea cf/ l'mm 8, , v I ' 1 V A onnro—e•ui', -8:. J I AIk3r't __-r m' 1 1 ' fn " a i '� �1,- va on t'sf CTION 8 i tar of apre.; 'e,3t3'. +2"ens. � � '4 �, GINGERING (805) 541-2394 �r. r, — , CONSULTING CIVIL EN ALUM= WARRED WIN6WAILL_._ rpry " 4 i �� � [_L' E:L too wAf,c addibonat y vv-0 1 t7 fm a! 1shr+vW —HS A' r f�y,M;.: L _ ,� j i /' °j1!g � 6mravmrn„a. wrrd.of sv vpfv+rtam r+>d, _ �,- •> :n.. -- -r' r' 7'55 FRANCIS ST. SAN LUIS OBISPO. CA . . 93401 .� sry c - trrrrr ii not fawn, ,��. a y � 'When etrefian s eiNlc CaverY,varreasr aDrnv+ ` ' : M 1 • vn,ciness M 7'nun Af PM..pie?'+mom 1dYM&V##*W M"10Wa i f � ; �- �., ✓ f C7• . ' 1 _ --- o-/ r r1bYY £kmvrls praflel f s.'+y D yIN6 ELLS ( f ro to att a:>fs nn � !NG L fJ-f______ $--_ 1 A': f�'1NG,.__.. _—_- STlff N/v?K'�'�41H'19111'�'fi+3l�N3 AND REINIv}7R�' -k-__C - W1! 7. N a .:. -->0.. ..._. 282 kr/wrtr 'H' Btlr rrsa vr3' i” i4' td' lig" 'r t?' 1K' v6' v!+' ?t2' 1 .#,"v._ !1 +Cs w intra_ i" ve,,,tnr .. __._.. __ .. ;, PARCEL':. 'P O 77: , # .! . P✓ .! 4,1? ! 4p,? *. IN TM C TY O AT SCAOIER 9 CA. f + !>v ' �. i?'e ✓? r 1 i?'g ar f+',r A 2 '4 6 !D>wo>v.-j q.l o' �-a;.;a.':�. _- b:,Y PLAN STATE OF CALIFORNIA 4 ry 10.'4 A7 ,eF iii"S x 8 12 8•9 .l "' ...T 1 y ^ e r 1aT1 ror 6.•6 R': 0`r d,r._b. BUSYNESS ANOTRA AGENCY . 14ytaear 1v rr, Y a�N�4 F A d j , rnvg 7 BlC DEPARTMENT Of TRAN5PDRYATiDN R f �K i FL b 6 5 � ' " q,.T' 18 � t r.5 .A � -$•,,.v5 Tar nv stint-' a, e, _.. st_f, i oo I , -.._.. i rn1.8'9. -. .. PIPE CULVERT M 'OVEMEI" " PLAN s wcr dr s,p•.n 'M n.r M;pr,tr><•' bnd ., r4»vorrv+r r,,n nrss„r rfi';cv 11 vir b'a .,,.nrd»a- .1am-r loin f o1, ,a„w; ,a •wor o,neod..o--a er'd-11,ro, mo, tj'„< HEADWALLS, ENDWALLS a WARPED WINGWALLS ��,„.� Qr+nan.rktnf 1......h. ..,.:Cdr. 'a' .. tt of✓1arr and end :Gla s'!as =4"sfiawn cal 140=1 TR PAR GO FOR;. WES JOHNSON A v� M.A.F3aG'L-! Job, NO. wow-, Pve�t tvo,ex 5 ire cT ,' DAfE o U J . 3ti A N _ y � _m M , m v w E- 0 4 N - t\ G �0 i 0 8 m V' 4 Lu 0 W _ �0 N T 7 iV SRO I U r x_ .4 c a z d V d i c : i IV I SAT/ lNG_ON s ___' 7,",5V AGQNGUR C 8 LINE E PROFILE TOP OF C ERT ! 7 '�" 5O, OD 8 + 00 9 {'00 1 pt 00 vAFItFS rfi .�z£ -/ K . .. o �, N ,ZD ACCESS_EA5 E ME IV T TO iN x 1JT ARCEL S A ,S � G t-- / �- r- r l zD.4` r-� ) TYPICAL SECTION @ S' SIT�MWAL.IG „"-. r� t—r-� rl rr' 1 N\ 'ct' �`� _/ - ur »�� (5175. 7+37 Ta 0,+6,s_3.77) N6 s�A�� Z u � a� (c�R��: �r 53 N �► _ Uti�� � �_ ��'�Lu �_.�_��.�' `� � NG ,�, 2 4.82 t =54.40- �9 i_-= 1-49- 'L4 '7NSTALL 5I7 m ,SAIL: .FEN-t E - n __ D I AT BA-C K !)l� .,:... {� .r� s+� ^_ ways pia c _ti,N ._ � � fl . �¢� �. r � EX/ST. QUY k// E C' S _ g.. .4. 3 .� �---• zTO BE MO E_ � L - 13� T.e .- l'0 GES Tf3E A/7/.pP 1 !� SE/f/il/D CUA ani •o =..=_:.�.. ti 0 x !\ L S r OWA&��S of SA�v'CUT AT COMPETENT � CON �',�UCT STOC'M t� CON5T 5TKuc-rUKAL SECTION-. NEW `4 Q DRAIN INLET PER �J � o �ml USB, <aUTTEe SIDEWALK 'PAVING SHALL as ._301NEt7 CO. STD. 6-5. _ AT THIS POINT. �, $ .,>>r J IM E 1\1 J J i / \ E M.H. 01 dj - so' r� 1441V0TE: CoAlAIECT 5TORM DRAIN INLET Lt//TH AN IS- INCH i �lFtl s VA,PIE:S DIAMETER C.M. , TO cX 15 T1A,14 SWRIV DRAIN -rq4 T 1-40k15 ! 5OUTHE195r FP---OM Ex/s TlAlq WDOD FRAMF ' CULVEeT` 7"0 18 C�('EEK. VERIFY EXACT LOCAriOA/ AND eLEVArIDAI PeIO,e SAW-CUT �tESTLAND EMMEEAING CO. � a .t o::.^�.. t .""`j t i,.T TD CO/V/VECTLON AND CON-5TClCTID/V OF STOk'N1 Dt'A1lU CONSULTING _ /NLET. ALSO REPLACE EX/STltVG7 WOOD-F,C'AMECULVERT G CIVIL ENGINEERING HC5 54 C ) 1 2394 W/TH CoAlneETE HEADWALL PER FETA:! -SHEE T 1. 755 FRANCIS ST, SAN LUIS OBISPO. CA . 9340-1 L OPEN/NCa 7'4 BE FACING, ,SWAY FROM BACK DF PAVING4 SECTION To 5E A MINIMUM OF z►t YPE PARCEL MAP . CO 77- 284 8 _ AC- ON 4" CLASS U 41z IM AGGqiZEGtATE BASE. I ACTUAL SECTION TO &E DETERMINE SAI THE CITY OF ATASCAC.�ERO ' DETERMINEDSY` le - VALUE � CA. OF SOIL AND A TRAFFIC INDEX OF 4: P AYEOUT TO E $ A MIN. I'M M F 1MAXIMUM I o A N D AM K I M_UMO F S_o PLAN T C12055 -. FALLAY2E0-U1R� W!©ER k�MQUALTC �� PLAN CON FOAM. INSTALL &"CUIZ5 0, "I6" UTTE 3 � 2 PF- E t'01ACI1VI�E111Tfl AVENUE COUNTY STD. ' C - IA . INSTALL G" - P.c C. SIDt..WALK PER CUUfttTY STC). S-S. PREPARE© F©R , TYPICAL SECTION EC O 13 WESJOHNSON At/ D ATE _ SC-ALE: SHEET AJ .1 oO _ Arlo �" E MAR. '84 ' _$4 i, 2.0 . P C U / + WORKS DIRE T DA c a,e >E "T a N `. E E' ORT ON C K DR . ON P. '8o O 2 E 1 ? F 2 Ewa AGS -33 ' . P D57` 5 E A _ T !ALWARD T _ c