HomeMy WebLinkAboutParcel 1 & 2 Plot Plan & Grading 133440
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PROD EGT fPA1/ING NOTES GRADING NOTES
LOCATION
1' 1. AN APPROVED SOIL STERILIZER SHALL 6E USED ON ALL SUBGRADE SURFACES PRIOR TO 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 709 AS
V tea' PLACEMENT OF PAVING. AMENDED BY ORDINANCE 457.
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THE SUBDIVIDER OR CONTRACTOR SHALL
SWALE SLOPE SHALL BE = 1%.
Q GE N ERA's' 2� APPLY Or OF TEMECULA DEPARTMENT 2 OF PUBLIC WORKS FOR ENCROACHMENT PERMIT FOR ALTHE LWORK WITHIN N CITY RIGHT- OF- SHALL 8E A MINIMUM OF 2. MINIMUM BUILDING PAD DDRAINAGE DRAINAGE
DEEP ANDR BE D M MINIMUM OF 2'ROM THE 70P
z .WAY
� OF CUC OR FILL SLOPES.
3. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT 6F PUBLIC WORKS; ONE 3. MAXIMUM CUT AND FILL SLOPE -2:9.
INSPECTION A1'THE TIME THE SASE IS PLACED AND THE SECOND WHEN THE A.C.HAS BEEN
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PLACED. a. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA COMPETENT SOILS ENGINEER
WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK A FINAL COMPACTION REPORT FOR A11 FILLS OVER 1' DEEP.
AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CIN SHALL BE A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF TEMECULA'S.DEPARTMENT
INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (714) 694-5419. 5' OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN `
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
PERMIT. CERTIFICATION SHALL BE TO LINE,GRADE, ELEVATION AND LOCATION OF CUT FILL
�Q�Q �.� SLOPES. .
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RA 6. PROVIDE A BROWDI7CW,DESIGNED TO HANDLE 900 YEAR GI STORM FLOWS,ALONG TOP SOF
NCH CUT SLOPES.
7. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 HOURS
IN ADVANCE REGIUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS
INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION.
(PHONE: (714) 694-8411)
VICINITY MAPVp.R►ES CONST � 8. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED
!�� - 20 OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
N O SCALE
9. CURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
' 10. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
11. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 70 FUNCTION,
1 3"A.G. 3" A.C. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY
' /NATIVE . DRAINAGE PROVISIONS MUST BE USED `f0 PROTECT ADJOINING PROPERTIES DURING
1o'L�G �NA�'LVE. Lo�ll A�Gr/I Co�►AGGRADING OPERATIONS.VARI E5 .
QAS J� % O.S� '/-�'07.�, 12. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD
� ELE1/AiIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT
70 MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
GROUND SURFACE 13 REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND
7YPICAL SECTION TYPICAL SECT10K SHALL BEGIVEN.
ACCESS ROAD ACCGSS ROAD 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/40
NO SCAI...E PER FOOT FOR A MINIMUM OF 3 FEET.
STA. 10+00 TO Ifo+?S STA. I-1-+25 TO t?+'y9ry .
14. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 6E PERMITTED.
15. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
16. APPROVAL OF THESE PLANS' BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
UAPPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
2 12" 24" ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
W APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
11- 12" I2" FOR REVIEW AND APPROVAL.
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OWNER
LEGEND `� N �, 3
w/CoxCo W.W.M.
INLAND VALLEY CABLEVISION pEEPEN ED FOOTING (E.D.F.)-- --' ===a -'-Emma
4077 W. STETSON AVENUE „�l�•
HEMET, GA 92545 RrcTAI N l NG WALL
LEGAL DESCRIPTION � '�x�SY�c�►� coN �ou�. TYPICALBUCTION ����`��`� ESTIMATE
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A PORTION OF PARCELS 9 AND 2 OF PARCEL MAP 23890, IN THE CITY OF TEMECULA, COUNTY OF � VRAINAGE. CHAMMEL 9. A.C.PAVING (12.500 S.F.) 321 TONS
RIVERSIDE,STATE OF CALIFORNIA,AS SHOWN ON A MAP FILED IN BOOK 162, PAGES 44 THROUGH M0 SCAI._.E
46 IN THE OFFICE OF THE COUNTY RECORDER. 2. GUP1ITE CHANNEL 15 0 S.F.
ASSESSOR'S PARCEL. IVl11UlBER 3. 8"P.1/.C. 0.950 53 L.F.
946-050-018
4. CATCH BASIN 1 EA
T.B.M. s. RIP PAP s nroNs
T.C. B.C.R. 91-+-34.87 @ N/E COR. SO. GENERAL KEARNY ROAD AND SIG SAGE CT. 6. TREE REMOVAL 3 EA
ELEV. 9185.05
Qr�pFESS/pyq ?. ROADWAY EXCAVATION $0 C.Y.
���`�°�� • $R�,o�y�� ^8, ROADWAY EMBANKMENT tot C.Y.
REFERENCE BENCHMARK
9. 8 480 REND 2 EA
2 1/2" BRASS DISK IN CONC. CYLINDER, STAMPED T-31-81, ESTABLISHED BY RIVERSIDE c 0418-36
COUNTY SURVEY, DATED APRIL 13, 1981, IN THE NORTH COR, OF THE INT. OF RANCHO � bp. 3-319 �' 10. e" TEE I EA
ROAD. 56' N.W. OF RANCHO CALIFORNIA ROAD, 110' N. OF
CALIFORNIA ROAD AND YNEZ
YNEZ ROAD. 29' N. OF FIRE HYDRANT, AT THE EAST EDGE OFA 5' X 15' BASE FORA �l"�l�'F�C,i,�E��`��P
REAL ESTATE SIGN. ELEVATION- 1028.381 II . SPLASH WALL 12 LF
3.5' X 12' (RANCHO PROPERTIES
(2. MISC. aUNITE 30 SF
IO
13 A.c. P.�RM 158 LF
NE = UNADJUSTED EARTHWORK QUANTITIES FOR PERMITTING ONLY
REVISIONS APPROVAL-. PREPARED BY: CITY OF TEMECULN DWG. NO.
IE!q T`(PIcAI. 58-7CT'ION UaNz'iT E )TIMATE �u ���; NB ENGINEERS & PLANNERS
WEST
REGIST REO CIVIL ENGINEER N0, AIE3-16 OWRY 545
HEMET�CARIDA 92343VENUE P)LOT PLANI N°' 8(o
DATE: r � REGISTRATION EXPIRES 3/31/9fo (714) 688-7116 ,
GRADING 4 ACCESS PLANS
APPROVED BY; �
SCALE: BENCH MARK OF 4' SHEETS
�K T 1"T LE SHEE.T
DOUGLA9 M. STEWART N. A. SEE ABOVE FILE NO.
DESIGNED 8Y: R.R. DRAWN 8Y. P- f DEPUTY CITY ENGINEER
CITY OF DA �' Fs Be Ocns7
CHECKED 8Y: M. B. REGIONAL MANAGER; M. X1.5. DATE: �Ivifz- TE MARCH 1992 W.O. R�2- 002'001 R.C,E.�7254 EXPIRES 6 - '�n'4-�
133440
1225
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0 0 0 40 =
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REVISIONS:
j��1/ISI:. ST�TIOI`�J5,.7�EMOY� SLOPE C�P�bING,
Rev i s� �P,o�i L� �' R�►�ovE BLUE �CONS7•.
NAMMe�'mNE:At> F,oADv\./AY -rEpn�/n1US�
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DESIGNED BY: R. R' .
CHECKED BY: M. iE!>•
ROAL],.-PREPARED 8'f:
DATE.
APPROVED BY:
M--
DRAWN BY:
REGIONAL MANAGER: DATE:�
M �„i r •
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EXISTING SAN DIEGO ?)FELOJE
NO. Z ((4011)
s 4 m AM imp
RI GISTERED CIVIL ENG (NEER, NO. 41836 WRY
0
RE I STRATI O N EXP I RES 3 / 31 /9(o
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SCALE:
41 HO■♦
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DOUG L M. STEWART VE RT. 1" =4'
DEPUTY CITY ENGINEER
CITY OF TEM ECULA --
R.C.E.,.372154 EXPIRES 6~ 30-9Co DATE MARCH) 1992
--
ENGINEERS & PLANNERS
fSAB WEST FLORIDA AVENUE
HEMET CA 92343
(7 1 A) 650-7116
13ENCH MARK:
SEE SHEET 1
E 10200
CC��JS�" ICU C.`Tr
ION N OT E=-=>
lO CONSTRUCT 3A.C. PAV INCA/
NA-C'IV E MAYERIAI, PER
TYP1GAl_ SECTIONS
Q O G ON STRU GT
OF M�-GU[_A
Zl f .
CITY OF TEMECUI.,o•
PLOT PLAN N°- B(o
GRADING ACCESS PLANS
ACCESS ROAD
W.O. R C)2 - 00Z - 001
ii
FILE NO.-
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