HomeMy WebLinkAboutApr-92 - 7675 Bella Vista Road 99NLTRUCT,
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NO CONSTRUCTION SHALL BE STARTgD TREE PROTE C 1 ,10 EASSURES
WITHOUT PLANS AND/OR PRRMITS 24. C<,MSTRUCTIOIN Qt=t STAKS3 $HALL BE SICT BY A
APPROVED By THE CITY ENGINEERING DEPARTHROT. T-HE tqTy WGINgrR ILEGISTMRSD CTVIlt,
Iff�G RNGTRZM� Ott A LICS"38D LAND SURVEYOR Jt54XSTNJt8V IN THS STATR OF
DEPARTMENT. THE CITY I. ALL EVSTWO IREES SHALL MMMN UNLESS OTHERWtSE NOIED.
64 lE GRADING NOTES
STIGINSERING DEPARTMEt-IT� SUAL BE NOT- IFIND AT CALI'PO-*,M,,l
NO Co' S
_N TRUCTION SHAJ
A -OVED By THE CITY ENG
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LEAST 24 HOURS
OWE WIT UT p 'TART,100, CONSTItUCT10H. ANY CONSTRUCTION Z EAWMWORK SHALL NOT EXCM TRE LIMITS OF THIS PLAIC ALL GRADING SHALL BE IN CONrORNANCE TO CHAPTER 70 Or, THE CURRENT U.B.C. AND TITLE 8 Of THE
LEAST 24 HOURS PRIOR TO S
DOME WITH-OUT APPROVED PLAN,,S OR pRIOR
jj�,OTIVICATjon
To
G E I
P TUB CITYIS 25. ANY DISTUIR89D MAIL DoXgS ISHALL OR RgPLACZD IN A NAMUR APPROVitio ATASCADER0 BUILDING REGULATIONS AND SHALL BE SUPERVISED BY A ILS E
E IN
-ENGINEERING DEPARTMENT WILL BE REJECTZD AND, SO NGINEER W14EN REQUIRED�
Co TR CTO ,S WILL BE AT T14E 3, LOW 9RANCHES N DANM OF KNG TORN FRom TREEs sHALL 9E PRUNED pRjoR
Z_ CONTRACTOR 'S AND/OR OWNER*8 RISK AND XXPENSX�
By THE POSTMSTUR AND TUB CITY COM104TTY tMV8L0P%VfT U-SPART14WT. 2. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATI 4ERIA
----------- TO ANY HEAVY EWIPUENT WORR BEING DONE. ON, INCLUDING ROOTS AND OTHER NA
4, M*CLES AND STOCKMLED MATERIAL SHALL BE STORM ouTwE THE DRjpuNE oF UNSUITABLE FOR STRUCTURAL FILL, AND SCARIFIED TO A MINIMUM DEPTH OF 12
2 . ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY Of ATASCADERO REES TO ROMN. 3� NO TREES SHALL BE RE14OVED WITHOUT PRIOR APPROVAL Of THE CITY PLANNING DEPARTMENT.
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AND COUNTY OF SAN LUIS STANDARDS AND
WORK
SHALL BE SUBJECT TO THE APPROVAL OF THE CITY tN0j#M" 4. IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE SCARIFIED ANO COMPACTED TO A 14INIMM
DEPARTMENT. IREES TO BE REMOVED SMALL BE MT*IED WITH PW FUGGING. OF NINETY PERCENT Of MAXIMUM DENSITY.
6. A TPAE REMOVAL PERMIT SHALL BE POSTED AND MSIRLE FROM THE STREET 5. ALL SLOPES TO BE PLANTED TO MINIMIZE EROSION AS SON AS IS PRACTICAL AND PRIOR TO CALLING
SOILS TESTS SHALL BE DONE I'N ACCORDANCE WITH THE COUNTY FOR FINAL INSPECTION.
3 .
STANDARDS AND SPECIFICATIONS SECTIONS 11-351.1403 AND 11-351.1404. 7, TMS TO REMAIN SHAU- BE FENCW FOR PROTECDON VWtH 4-FOOT CHAIN Uw,
ALL TESTS MUST 29 DONE WITHIN 15 DAYS PRIOR TO PLACINO MATERIAL. SHOW OR SAFM FERM4 PLACM AT THE DRIPLINE OR AS SHOWN ON THE PLAN. 6. CUT ANDFILL SLOPES SHALL NOTEXCEED A GRADE OF 2HORIZONTAL TOI VERTICAL UNLESS APPROVED
TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND, S"OURC19, OF TRIE- FENCING MUST BE IN PLACE PRIM TO THE =AKICE Of 8L*_.DlNGAONSTRuCTM BY THE SOILS ENGINEER.
MATERIAL. PUMIS FOR 7H'S PROX- CT. 7. SURFACE DRAINAGE SHALL NOT BE LESS THAN 2%, EXCEPT FOR PAVED SURFACES AND POSITIVE DRAIMAGE
SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES AND SLOPES.
4 . COMPACTION TESTS SHALL BE DONE ON SUBGRAVE MATERIAL AND 9. THE PLAM*NT OF ALL IM PR07ECTM MEASURES MUST BE VERM, IN VAITM
MATERIAL PLACED AS SPECIFIED hY THR CITY ENGINEtRIN0, D8PARrMJWT_ 9WOM THE CITY OF ATASCAM0 WLL ftUASE THE PMOTS FOR THIS PROXCT. 8. ALL UNSUITABLE SOILS MATERIALS AND RUBBISHAND DEBRIS RESULTING FROM GRADING OPERATION SHALL
SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS SHOINERR I AND OWTACT AT FOR INSPECTM BE REMOVED FRO14TRE JOB SITE AND DISPOSED OF PROPERLY.
AM VERIMAT104 (Xt' fENC*4 AN* PR07ECTM MEASURE&
APPROVED BY THE CITY ENGINEERING MPARTHENT PRIOR, TO THE PLACING Ty OF ATASCADERO, THE ENGINEER AND THE SOILS ENGINEER AT
9. THE CONTRACTOR SHALLNOTIFY TtlE ci
-OF THE NEXT, MATERIAL. 14, A*Y ROOTS 3- OR OMATO W DWWM THAT Aft &=MTEltW OUNNO EXCAVAnON
94ALL BE CILEM CUT BY HAND AND SEALED Y47H AN APPROVED TREE SEAL LEAST 24 HOURS BEFORE COfWWNCIN6 CONSTRUCTION.
5. SURORADE MATERIAL SHALL BE COMPACTED TO A PBLATIVIS', COMPACTION 10. THE CONTRACTOR SHALL EWLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS OPERA-
OF 95%, IN THE ROADWAY PRISM BETWEEN FINISHED SUB-ORA08 RLEVATION AND TIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND DOMES-
ON9 FOOT BELOW. ALT, MATERIAL IN FILL SECTIONS RELOW THE Zmtm A TIC MIMALS OR CAUSING A NUISAKE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE
MENTIONED ABOVE AND IN THE SIDEWALK 89CTIONS SHALL BE COMPACT9D To 300 SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MY DAMAGE CAUSED BY DUST RESULTING FROM
9"0% RELATIVE COMPACTION. HIS OPERATIONS. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED BY THE
6. A REGISTERED CIVIL ENGIUNKR HUST CERTIFY THAT THE IMPROVSM' GRADING INSPECTOR.
WHEN COMPLETED, ARE IR CONFOltMANCE WITH TRE APPROVED PLANS PRIOR
TO THE REQUEST FOR FINAL INSPECTION. RECORD DRAWINGS ARE To a$ 12. A CITY ENCROACIWNT PER14IT IS REQUIRED FOR ALL WORK DONE WITHIN THE PUBLIC RIGHT-OF -WAY
PREP&RED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL , ENGINEER PaTICTtem ffmcloG AND WILL Of VISIBLE PRIOR TO THE START Of CONSTRUCTION.
2 GA. W I RE
CERTIFYING THE IMPROVEMENTS AND PREPARING THX RECORD DRAWIN09 $HALL
13. A CITY BUILDING PERMIT OR GRADING PER141T IS REQUIRED FOR ALL CONSTRUCTION WORK ON PRIVATE
BE PRES9,NT WHEN THE FINAL INSPECTION IS MADE. STAPLED TO 2x4s
PROPERTY.
7� A BASE PRIME COAT SCAL OR FOG SEAL WILL BE APPLIE'D IF DlRtCTZD ft7tACfflW TKE
14. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED CIVIL ENGINEER OR
BY THE CITY ENGINEERING DEPART E T.
m ff
SURVEYOR IN THE STATE OF CALIFORNIA.
�F
AN INSPEC11ON AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF 15. EARTHWORK ESTIMATE:
AN EN,�R,6,A-rHM79'71i-t--i�t,RMIT ANV__'STAR'T OF CONSTRKUCTION. 160 CUBIC YARDS
CUT:
FILL: 50 CUBIC YARDS
9� AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF VffD,-sR,,,GRoV
MD ORS AND LOSSES DUE TO
FACILITIES WITHIN THE JOB SIT HO, V, A, ' X r, - 0TI AND
9R, Lb K IST NO LrTY 4, NOTE: EXACT SHRIKAGE, CONSOLIDATION AND SUBSIDENCE FACT
OTHER UNDERGROUND STRUCTURE$ MAY NOT BE S,,HOWN 0 'OED. ESTIMATED EARITNORK QUANTITIES ARE
y T I',I S
Af 1,,",
PLAN AND CLEARING OPERATIONS ARE NOT INCLU SO AND PROPOSED FINISH
THEIR LOCATION WHERE SmowN IS APPROXIMATE. 'C
THE CONSTRU'TION BASED ON THE DIFFERENCE BETWEEN EXISTING GROW RFACE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLS� A", Co' ,__pLr SHOUL R NG
ff �Tg GRADES, AS SIRVA ON THE PLAN, OR SUBGRADES, AND D VA Y ACCORDI TO
RESPONSIBILITY FOR LOCATINO OR HAVING LOCATJtD ALL UN, OUND, THESE FACTORS.
UTILITIES A14D OTHER FACILITIES AND FOR PROTSCTING TURN DUR I NO
CONSTRUCTION. CONTRACTOR SHALL 14AKE HIS OWN VISIT AND QUANTITY TAKE-OFF MD SHALL 810
ACCORDINGLY.
10. ALL UTILITY T
Co"PA'NIES HUST 99 NOTIFISD PRIOR 0 THE START OF
CONSTRUCTION. THE CONS"RUCTION CONTRACTOR SMALL CONTACT 1 � 2 1 b,-, 951%, pure. 75', grerm
California Poppy %
UNDERGROUND SERVICE ALERT fU.S.A. ) AT 1-400-642-2444 2 To 10 0,AYS 2 � 4 lb/ac Lupen Sutulontus., 99% pure, 75% germ
PRIOR TO THE START OF EXCAVATION AND STIALL VERIFY THE LOCATION OF 3, 8 lb//at Atriplex Somibaccata, 95% pure, 75% germ
ANY K"10" UTILITIES AND WHETHER OR 140T A 19PRE'SENTA IVE Of 9,,A,,C- 4� 12 lb/od Festuca jalura. 85% pure , 80%, germ
COMPANY WILL BE PRESENT DURING EXCAVATION. T
15, 3 lb/ac N-mophila Nontiesii . 95% pure, 75% germ
11 . A CITY ENCROACtim8plT PERMIT IS XIIPUIR8`0 FOP, AN 6 , 2a-0/0-0 lb/ac wood f ibro
PUBLIC IkIGNT-OF-VAY, FOR BOTH 8t'Wkjt, ,AVn Rio-AD con lY WORR WITHIN THE 7. 12-0, lb/ac ecology control N-Dindor
STRWTION AND THE
INSPECTION CARD SHALL BE p0gT%g), ON THS jog 5ITjZ pk,,*-R To TOR START
OF CONSTRUCTION.
12. THE CITY INSPECTION, ACTING ON 9,9NALF OF TH
8 CITY N
�T, M
DEPARTHER ',,AY RE-,pU'jC,'S A*�%;, To
T RSVISIons
T,,,E pb
PROBLEMS THAT MAY ARISE I'M THS:FIELD. 'S
R, toy$ S L RE RavisURD
s6b BY THE DESION ENGINSEp, PRIOR TO ImPL$MatTATIoff. Tilp, I NA
ALEPT THE CONTRACTOR, To, 1=1ATION35 IN T'RIE 00 NSpSCIM ,y
WORK FAROM TIN" 'pu"Ma� T
COINTRACTO
R SHALL REHR-Dy THE
SATIS"CTION OF THE IN WORK To Compw WITH Tm PLA" To Toz
Spgt-rog.
3 13. THE CONOTRUCTION CormtACTOR StiALL, 'MAINTAIN A CVJtJt,,f=,,, Coiff-LEPE
T "10" TN'
AND ACCURATE RECORD OF ALL CMANQNS wKIcH DSVIA 's r
' E svwxrz 10*0 pft THE
V�
CONSTRUCTION PROPOS ED IN THNSE PLANS ut, C C
AT
PURPOSE OF PROVID11,10 THE ENOINVER WITH A OA DRAIR"I'144-S
$1 S FOR 'REC,01ti),
NO CHANGES SHALL BE MADE WITHOUT PRIOR APPItOVAD Or T'sa- CITY
1ERINIG, DEPART ENT AM T, E DE, I MG ,--"E
ENGINE ft
L ig
15. ALL FRESH CUT AND FILL SLOPES SHA , R , PRO
WITNH A M_
OF EROSION CONTROL Af- PRMIRD BY THE CITY COMMITY 01KV8 AND
'ENGINEERING DEPARTMMffg.
AT _ATO*- ,, ql _,,b Rg mo-.,E
16,. ,-AL TIL, T, , ,,/ Z
L OR,, 1 � S' $"To Tug S L
T HIS ZXP
RESPONSIBILITY OF THE DEVELOPER
17 . IN THE 9,V,,W-,fT THAT THE COWTRACT'Q'R N,,,0T,,IOLr',S IRXEG IT I
rA,'R IES N THE
LINE, OR GRADE H-9 SHALL BRIMG IT TO THE TIMDIATS ATTM"Off OF THE SITE
r< DESIGN ENGINEER AND THE CITY R"INNnING V""T'ff9*T, . IF HE FAItS
TO DO So, THE C OtIT, SHALL WE RESPONSaBUN A UROA IN THE
los's GRADE AND NECESSARY RECOIRSTRUCTjo-ri To (�Okp
ECT S_tjCff ZRROg
18 - EXISTIMG PAVENtUT SHAALL &S, SAW, cUT, I," ACC,/ 19 wITH
CITY/COUNTY STANDARDS AND Sfr CA
ClFl M,
TO A co"op
STRUCTURAL SECTIotl AtID NZW A
PAVIM 911 LL BE JOIN]w AT THIS P-o-I-NT.
THE STRUCTURAL SECTION SHALL M IN�SpEcTZD By THE CITY rNaly"gIft
DEPARTUMT PRIOR oro THE PLACEM-SMT OF BASV�
19 . ANY SURVEY Hoff
WITN'I"M TME CON
AREA OF SATIA-0 -Tio _ ff
I ,, ,C N 6 08
PRESERVED Ok IZES9"T BY A
SURVEYOR IN ACCORDANCE RED CIVIL 50GIN003t Olk, LICENsft LAM
WITH CITY STANUARD DitlAWING H-1 Alip AS
REOUIRED BY STATE LAW, LAND SURVEY
ORD ACT AND StJM*V'lVI$'I0
,N _j P lt�
MA, AC
20. ALL GRADING, OF OTHER COttSTItUCTION 'WORK ou-TS1018, Of T08 RIG" Or VICINITY MAP
WAY SMALL � T BE Pg,'pj4'ITTg-V W"ItHOUT VtR,ITTSN' P ',, xw,
No
rum Tag
SITE FROPE-RTY, 0
JOE
21 . flO TREES SNALL a 9 R,8l_l"/olvl_lxD wlTROU"r PER-11mll'S'Sall-ON FiR10" C
T$8, ITy
J
COMfUNIT DEVEbOFjjg0T f/M Gt ING Acll IT-ov, WvT rl
RT ��t-,T, V,
No, 33760
EXCAVATE OR IN ANY WAY tISJ�tWg TIM OkOHM W1 A 5'
Tutu s F*9t or it"
22� THE CONTRACTOP AGRMS TItAT IN ACCO$tDA#" Wj" g
ACCEPTED CQN ci "re—o. -5- -4 740 4�/0-so-
ST-PAICTION PRACTI'C',VS TH-s coflTR<*f0,lt S'NAALL 4, R- A'
"u,I�tap
TO ASSME SOLE AM COMPLETE Pll`SPO4S'I,6,TLITY POP, Tus co4iolftdo or T"
JOB SITE Dftjm�G TItE, co"S,11 OF COgSTpUCT S' aw-ar"T"
Ion FOR Ts ' 0,
INCLUDIM TttE 9"0" OF A"
MOONS AM PROPMTY, Ao TjkAT TIM$
REQUIRMfORT S%kDL BE NA" sy.
as L"zvv x1ft
To uoptwL wmrt* Ho"s Ts* clo0ft'A' '-t'-'T' , P 'S 91 To Mr, COVER SWET
"mIls" �,
IND9WIFY AM HOLD A00Lt" Tft C ftY Or ATASCA000, iok�
1 . 19 42
AoY Aft A" UtWtflT,Y, kt, OR' kil'""dillml,
PROFESSIO"L FROf4 A *iXD l,A VIAMA krA6
W, ,I, , "� T-018 P-% fo ilAlif ON' Tllfol 0*0&",
wrok
T'H 4%
LIA, 4ILllrY _At
CUESTA ENGINEERING
A"4'r t 5
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23. THE CoRTRkqTCP
S"" Ay
67V� MORRO, ROAD
c,", 'c"� T
TRAPFIC COUftOI4 M" l* IM Ate0*0*pft nl% Tft
ATASCAOERO, CAJjP00t"
93422
"AFFTIC, C, JOB NO.
MANUAL FOR, TkorIC CONTEO�t, kft Vog* I&ISA Ml alm" "I'm val"im" (Mg) 466-68,27
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RICE 14994 CURVE DATA
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(D 210.00' 24009'2C� 8&54' GRAPHIC SCALE
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4
20 0 10 20 40 ao
MOO' 4555'46" 39.68'
28.00' 81*11,10" 64.13'
IN I =
1 inch 20
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BASIS OF ELEVATIONS FOR THIS SURVEY
655 Ow fW6 XMIX 4- hWi
820
810
8L_EVA7_10N OF 64/� 67
810 /5 A 5ET- iZE13AR AIAVIA14 AN A660MEO
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BY.
DRIVEWAY PLAN & PROFILE
TENTA"n\/E PARCEL MAP 19-89 - AT 89-233
"EODORE & TERRI BOWMAN, OW,.qERS
TH
7,675 BELLA VISTA ROAD, ATASCADERO
V� ON DESIC44ED
lo
CUESTA ENGINEERING 5WAWN
6717 MORRO ROAD
ATASCADERO. CAUFORMA 93422
JOB NO�
-6,827
(805) 466 91-067 R
SHEET
IN F RX.E. 337-60 OP. 6/30 of
20 A-C
ARCEL 2