HomeMy WebLinkAboutBook 8 Page 359 Precise Grading (Temecula Cemetery) GENERAL GRADING NOTES
/. ALL ORAOING SW L CONFOW TO THE WIIFW BUILDING CODE IiOPf$TTPLT S'W;et or r R/9h
CHAPTER 70. AS AMENDED BY ORDINANCE 457. bErM as sbown ai 16p/ o� oS Win.
a// Ai 11 S/apes over 3` h yh
B. MINIMUM BUILDING PAD AND MINER SIME ROPE WELL BE
EQUAL TO IX IF CUT OR FILL IS LESS THAN 10 FT.. 2% IF CUT
OR FIL IS GREATER THAN 10 FT.. DRAINAGE SWALES SHALL /Suet 4r S/ope \3 O_5 -0
BE A MINIMUM OF 0.3 FT. DEEP AND BE CONSTRUCTED A 0 p to !p \\ M.D. 1-Jl /50-Dfi
MINIMUM OF 2.0 FT. FROM THE TOP OF THE CUT OR , Lis a'showwale �y _.. N6500'
where 'Shown on �: -- DS.ar OB'3?W G16.14'
FILL ROPES. X7Af / may P/4/1 5CA" 0 t0' 2oaD' -N- ::-
OF \:\\� tO •( it Ib+TDDVAN C3. MAXIMUM CUT AM FILL ROPES - 21. \ = /heo/><'IJLaA Topg/ope per P/an. (g PROTECT TREES \ Ant° I4. PROVIDE A 5 FT. WIDE BY 1 FT. HIUR WRO OR EQUIVALENT 111=11R A `� (U /N PLACE (TYP) ` L---•/IALONG THE TOP OF ALL FILL ROPES OVER 5 FT. HIGH. l`" -
e WA L K \5 PETENT SALL OIL EN6 WEER IDHO SHL BE DOME UALL�IIAICATE TH THE VATIALIILL -HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINALCOMPACTION REPORT FOR ALL THE FILLS OVER 1 FT. DEEP. .`a�` _ _ _ _ _TYPICAL TOP & TOE Male. CC7f-3tLQPE V 0. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TD THE PUBLIC WORKS DEPAPTIVIENT WRITTEN CERTIFICATION OF COMPLETION OF SLOPE N•T•S,THE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRAD- I 017c. yy
ING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. / �,a� III., ` 9� 71V - - K BHAM146 ,
,p91s, 1 I •`-
CERTIFICATION SHALL BE TO LINE GRADE ELEVATION AND • I ` '2 _WAI•�' _ /�R i " ►
LOCATION OF CUT FILL SLOPES. �7r _ ( i �va ti
II A
7. PROVIDE A BMW DITCH. A WIN7lR1M OF ONE FT. DEEP ALONG A ( I I Ovy-,�3wQ_ Cam„i _ _ - - - RB - - - ;✓ CAUT/ON% - $ ` I r�I I tT I I a
TOP OF CUT SLOPE DESIGNED TO HANDLE 100 YR. O STORM FLOWS. / �S �� r•+� _� ` CONTiPACTOR SHALL W JFT La' MN
/ OUT/{JT/LINES SERVIAA$ 7'h1EEX/577N6 Q I ( I I z
D 000 , - - - - RtkWP A(W-4 E, AND ANY MER UT/L/T/ES 1 aI I I
B. THE cDNTRncrDH SHALL NDTIfY THE PUBI l c fi 4d9' b %N TI/E AREA PR/OR TO aWS7AWCT/OV. f-
WORKS DEPARTMENT AT LEAST 24 HOURS IN ADVANCE \\ f5, _ _ _ _ - - -� Jr A�LOCA77ON WORK IS NECESSARY,
REQUESTING FINISH LOT GRADE AND DRAINAGE • ( •� ; b - AK1T/FY THE CEMETERY D/STRICTPRIOR
INSPECTION. THIS INSPECTION MUST BE APPROVED �,VG•• \ '• I .� `r 1 I 70 R15MCAT/ON.
PRIOR TO BUILDING PERMIT FINAL INSPECTION. PER PLAN �,•,\
M.D. W/DOH t
tmjf
G. CUT ROPES EQUAL TO OR GREATER THAN 5 FT. IN VERTICAL 4s+ \ '•. ..• QT / - - - --
HEIGHT AND FILL, ROPES EQUAL TO OR GREATER THAN 3 G' EarfLfb'T W / 1 - 5.q7 N4t'Sp 10'W 2�B.ER'
abB 45' Ob. O , 1111.50' KW b•IfY IN Op' N4MGW Po'W
FT. IN VERTICAL HEIGHT SHALL BE RANTED WITH GRASS EOAIT GrOW L�ilr1F I I Well _
OR GROUND COVER TO PROTECT THE ROPE FROM EROSION \\ � I r •= )WA I�J�Fi�IA0% / / �HegCI 1 �' V•
. AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 +r -_ I ��� t 1 FpLCWL MAP NPlF
PRIOR TO THE APPROVAL OF FINAL INSPECTION. D' CONC,PETE SLUMP SLDCk' \ �+.
X TCH BUILDINCj \ A \ IIxSTInw 6G Dlos LtH PM. In 132-13 �.
10. MO FILL SMALL BE PLACED ON EXISTING GROUND UNTIL THE � VAf WAC \ 1 FF., 46.50 �
h FAI'uPIJ0453 A-Raard jf \ I \I o. Tiiw»�e6r
GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL. �°h � 9G• 94.92
\ In _ - " IEoltom AfCentmeL°3 - �P
I,OCA'R0�1 MAV FF
AND OTHER DELETERIOUS MATERIAL. pIRlCS O '
X EIAnN ♦dC LS• I � s Cq,+pltlE OPtonY;�
-
IT4 P fb• J DAnh 04 B tb' \ , t7nA111A(1E 50/AI.E E \ �• � 91 - i A11. If STEER ROPING TERRAIN OCCURS UPOR WHICH FILL I3 TO BE 7,DAnb!4 L9 24' \ \ D \9 ,PLACED. I7 MUST BE CLEARED, KEYED. AND BENCHED ib 4 •� •zaar� �G LAI' met I•AAJ BB \ t' , I . � 'y � SOILS ENUlNEER:
tb04+ UATYP It•EMOVE ELECT. TO BE- . ' :INTO FITR NATURAL SOIL FOR FULL SUPPORT. EX/ST.OVERNEAPREPARATION SHALL BE APPROVED BY A REGISTERED �• "�CIVIL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �•� NAaD OIJG FIF.CFi FROM EXIST. TREE /RICE /NPLACE RELOCATED, AFininTur» SOIL TECH lNCWtLkA 10 1oF OF W" ZB' _ 4/607 ENTERPRISE CIRCLE Abl?rV
ckness
H6:6"-N1.4,E W1.4 TEMECULA CA 92590
22. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION D.OPi' iA' O.AA' AW CGU/1 GISU.•I Una11LC I i It1 y: I / °
OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE \ f y, // p W"eretc krGd /rI LTl4) G76• Z74S
CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER Gtl' EL/Al/NATEKEYIG"NA'JK I\ \ f / CvncrEfe Arc CbnG A, 2040 OWNER
AND DAMAGE TO A13JACFM PROPERTIES. - WHEN WALL GETS z r T6 - RC A34 ,VENT i
CONSTRUCT UNDER \ \ J • Ps.. or Al- placed
COURSES OR LESS /NNE/GHT W B'ACl/6 LYASSICBA¢E r Concrete {`F - 25AP 1.i. TEMECULA CEMETERY D/STIP7CT
SEF34RATE PERMLT1 N�f < �j/� I , P 56 MR JACK SMITH
13. MST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS. �i 101061 WAL , t Mlt, �'p4 %j, \ �f / I , v JDS, PC ACCOUNTING
u .y I - - - 3Z455 SHAYLAME I? PALObpIR Sr
14. ALL EXISTING MIRAGE COURSES ON THE PROJECT SITE MUST -
CONTINUE TO FUNCTION, ESPECIALLY DURING STORM v CONCRETE '
�/� }�t � Byp�� LAKE ELS/MORE, CA 92530
44 1 CONCRE 1 E �I SV YY � (714) 674-/433
CONDITIONS. PROTECTIVE MEASURES AND TEMPORARYDRAINAGE
PROVISIONS
P OPES MRI S IS BE USED
U ADJOINING PROPERTIES GRADING OPERATIONS. - `\ \1_.\\ '4"•� '��F Y R / _ - _ - - ` • NT.S
t R I
IG . FINISH GRADE SHALL BE ROPED AWAY FROM ALL EX7ER1OR _
WALLS AT NOT LESS THAN 0.5 IN. PER FT. FOR A MINIMUM Y � O - ^�41 + A i MATCNEX/ST. 9/TE
` CPA
.OF 3 FEET.
------- f173T/A/B [IR//D12
EG . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE 7W ai ,RAIL I . Z \ I W/ ,� I yT,�1bI I I s'
FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. \\ I + � \
TO£ LF A� \\ 7 I I 'SAN11AW <
--i l-- AMIM14M7
\ I I t l I �_
PAVING NOTES \I + 1 I \ a
1. MINIMUM PARKING LOT GRADE SHALL BE 22. -=rr C17NCRE7S B,fBn• I1/TeN I
/
2. MINIMIM GRADE FOR RIBBON DRAINS SHILL BE 0.35X. i/N/SN A� MeE I / \
F9 /1 1 MA7e' I I AeL LOCATIONS
WHE E ,4045 o VIG�WI?Y lWAAIP
1M 15I a WAw I 1 ALL LOCATIONS WHERE AC /S NOT Nam'
3. AN APPROVED SOIL STERILIZER 814ALL R USED ON ALL 9U&,RAOE SURFACES J \\ ' EP. ABUTT/NCI FVIST/A/CT AC OR No RETAIN tNq WALLS M BE LT7 MMCM)
PRIOR TO PLACEMENT OF PAVING. B'D+ POMM tX UtBUU. 1 1/ / CONCRETE, PER THIS PLAN. ALL WALLS SHALL
4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN ,t FLOWL/NE I I BE BUILT UNDER SEPARATE PERMIT. PRECISE GRADING PLAN
FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AM /
SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, EP EOGEOFAAIVEAFENT
' ASPHALT EMULSION
SMALL
SPECIFICATIONS.
TO SECTIONS 37. 39 AND 94 OF THE TEMECULA CEMETERY
STATE STANDARD NEw CYINrouR I
M . B . 8/30, SAN DIEGO CO . RECORDS
B. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE MT OF TEMECMA,PDDLtC DIRECT/ONOFFLOW APN 944-020-004
WON DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN ty
CITY RIGHT-OF-WAY. EA.P7-Iltt/�P.0 � nI�TInA-7° TWO SOURCE:
FIELD SURVEY BY S&A, TEMECULA W
B. TWO SPECIAL INSPECTIONS ARE REQUIRED 5Y THE PUBLIC WORK IfS Eorfl+ - _ E.YC,4Y47/G+(/ 940 GY DATED 1/6/89, FB 159/59-61
DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE IS PLACED AND R PROPOSED
THE SECOND WHEN THE A.C. HAS BEEN PLACED. B�Tn , c W + ENBAN,CMEX/T- Ld L:Y
og
7 THE CONTRACTOR SHALL BE RESPONSIRE FOR THE CLEARING OF THE 10U DEEP Q` ; MAEUI�In�tT� z' EXISTIN6 -100 EXCESS WATER/AL W/LC BE WASTED A ,
PROPOSED PREPARED UNDER THE SUPERVISION OF:
PROPOSED WORK AREA. AND RELOCATION AND COST OF ALL EXISTING V) CN51reA7-A0EPTII0F4E557NAN 1� BNB ROo
UTILITIES. THE CITY SHALL BE INFORMED 40 HOURS PRIOR TO ` ONE(/) FOOT. �,'Lb ��
4N
BEGINNING OF CONSTRUCTION AT (714) G94-G E'4R77 VWR1eOUANT/T/E5 SAVWWAREFORPEJPJJ/T '
"THICK PCC. * EXp.9-90-G3 # HN B. ROGERS RCE 22428 GATE
B. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% _ R/Rfl75ES ONLY] THE C`ONTRA0777R SNAL L MAKE
1 COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND 4p- 3 bCAI,E. --9D YISOWNCP--TERAA/V4rlOA'OFAIL QUART/T/ES, AA/D Jy, y�� REGISTRATION EXPIRES SEPT 30, 1993
PLACEMENT OF ASPHALT PAVING. •f L'+\R\' Q°
)•, b' MOPIILOASDA, 3.Ii4LC. $E RESPOA/S/BCE FORCONSTRIACT/AA$ THE /j o
erc(IOAI A-A oFcnL\F ' AS _DEC. la, w92
1•• b' t/tlh(Iml. BITE TO TNEG/NE5 AND CT�PADES ShbWN
i RS-6A
. FOR FOUNDRY/ON DES/GN SEE ROLE89OF THEQ UANT/T/ES
j NFA/NTENANCE BUILD/AA5 PLAN OFMATER69L ACTUALLY MOVED,
D'/ 8Y: ATNOADD/T/SNAL CAST TO
APPROVE
(C $I7 PREPARED BYBRUCEMLLLER, ♦T
t % 6/89 AND MODIFIED
TNEOWNEP �_�tAOGERS ENGINEERING
RCE 425
�, IZ JA JB I 7 BY C�RA YNER-R06ERS ENG/A/EER/MS. CIVIL ENGINEERING•LAND SURVEYING
N DATE DOUGLAS M. STEWART R.C.E. 37254 DATE B WW APr AT
DEPUTY CITY ENGINEER EXP6-30-92 FWAINEEIt I AYDWNS c 3�Roatl•$tM°154-lb1°""'•D/4�'� PROJECT N0. 912.28
CITY OF TEMECULA DESIGNED OT DRAWN BY CMECttEp BT Tilepn9na(7 )6162529•F"Y M4)°99 1
is ..