HomeMy WebLinkAboutParcel Map 30060 Lots 142, 163, 181 Mass Grading.I_I�IL��iL��l
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70 AS
AMENDED BY ORDINANCE 467.
2" ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
CONTAINED IN THE REPORT ENTITLED: GEOTECHNICAL FEASIBILITY INVESTIGATION
RANCHO CALIFORNIA COMMERCE CENTER; RANCHO CALIFORNIA, RIVERSIDE COUNTY,
CALIFORNIA
PREPARED FOR: BEDFORD PROPERTIES
PREPARED BY: HIGHLAND GEOTECHNICAL CONSULTANTS, INC.
FEB. 13, 1989. JOB NO. 08-6574-012-00-00; LOG NO. 9-3016 (REVISED)
Y MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL
IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 101. DRAINAGE
SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF
2' FROM THE TOP OF CUT OR FILL SLOPES.
1 MAXIMUM CUT AND FILL SLOPES = 2:1, UNLESS OTHERWISE NOTED.
5; ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND
WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1'DEEP.
A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPARTMENT 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 SLOPES.
1, PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q—STORM, ALONG TOP OF
SLOPE.
8. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT
TELEPHONE 694-6400, AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR
TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
9. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED
WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND
INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR TO THE
APPROVAL OF FINAL INSPECTION.
10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ALL
TREES, SHRUBS, A.C. PAVING, CURBS, AND OTHER VEGETATION AND DEBRIS THAT
MUST BE REMOVED SHALL BE DEPOSITED BY THE CONTRACTOR AT A RIVERSIDE
COUNTY APPROVED DISPOSAL SITE.
11. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO
PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
13. GRADING SHALL BE DONE CONCURRENTLY WITH THE ADJACENT GRADING FOR THE
SANTA GERTRUDIS CREEK CHANNEL IMPROVEMENT BY RIVERSIDE COUNTY ASSESSMENT
DISTRICT 161.
14. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
SLOPES OVER 5' HIGH.
15. IF STEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST
BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO
PLACEMENT OF FILL MATERIAL.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND
TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
PROPERTIES DURING GRADING OPERATIONS.
17. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
PERMITTED.
18. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING
ENGINEER'S RESPONSIBILITY
"APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES
NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL."
UNADJUSTED
EARTHWORK QUANTITIES
CUT —Q— C.Y.
FILL 405,830 c.Y
IMPORT 4051830 c.Y.
Underground Service Alert
Call: TOLL FREE
1111/-, j
1-800
1►Ir �/
422-4133
TWO WORKING DAYS BEFORE YOU DIG
SCALE: � 1= 400
SOIL ENGINEER:
HIGHLAND GEOTECHNICAL CONSULTANTS, INC.
1832 S. COMMERCENTER CIR. SUITE A
SAN BERNARDINO, CA. 92408
(714) 884-8828
OWNER
BEDFORD DEVELOPMENT COMPANY
28765 SINGLE OAK DRIVE
TEMECULA, CA. 92390
(714) 676-5641
W� r w 71� •. Wa � a 11,1�
I nrATinKI UAD
SCALE: 1 11 = 1600'
0' 4:00' 600' moo
M 'ju Fi�il
IRM4
PORTIONS OF LOT 142, 163 , 166 AND 181 , ALL IN THE COUNTY OF
RIVERSIDE , STATE OF CALIFORNIA , AS SHOWN BY MAP ON FILE IN
BOOK 8 , PAGE 359 OF MAPS , RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA.
.BENCHMARK ES
ELEVATION: 1091.074 DATE: 9-13-82
RIVERSIDE COUNTY DESIGNATION: T-46-81 STAMPED ON 2 & 1/2" BRASS �� Q
DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO CALIFORNIAt
ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET — JEFFERSON Exp 3131 /92 .
AVE. TO THE INTERSECTION OF JEFFERSON AND WINCHESTER (HWY-79), 2.0
MILES N/E ON WINCHESTER ROAD (HWY-79) , TO A BRIDGE OVER THE C/�/r1•
TUCALOTA CREEK AND THE SANTA tERTRUDIS CREEKFORK, IN THE S/E WING �
WALL, 6' S/E OF CORNER OF BRIDGE ABUTMENT 3' E OF STEEL GUARDRAIL, C�
19' N OF TELEPHONE SERVICE BOX.
REVISIONS.- PREPARED uNo�R TNS SUP Rv sinni
/7 6ISTERED CIVIL' t1wimEER N0.30927
DA TE: $' 2- - 9 t EXP 131192
AP VED 31
IK
DOUGLAS M 'WA T R.C.E. 37254 AXP. G -30-9,Z'
DEPUTY I CITY uF TEM!*CJL A
DA TE.•
1
RANPAC ENGINEERING CORP.
27447 ENTERPRISE CIRCLE WEST
TEMECULA, CALIFORNIA 92390
TEL. (714) 676-7000
SCALE.- BENCH MARK:
AS SHOWN SEE ABOVE
DATE.* lo -i2 -go
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LEGEND
SITE
VICINITY MAP
NO SCALE
T . C . - ' ' ' ' ' ' ' -TOP OF CURB
F.L.-•• -- FLOW LINE
F. S. - FINISH SURFACE
E. P. - -EDGE OF PAVEMENT
- �--�- - -�--� LIMIT LINE OF GRADING
TOP
2:1 2:1 SLOPE (UNLESS OTHERWISE NOTED)
TOE
�. --0- —� D STC-�`-� PER DETAIL SHEET NO., 2
1105 FINISHED GRADE CONTOUR
1105-r EXISTING CONTOUR
CITY OF TEMECULA
MASS GRADING PLANS
WINCHESTER MEADOWS
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:�LxeET lmvRovELAFxu PEE ' GRADING OF WINCHESTER RD. e – - � r " 70 F —
IXRAPAxT' � PROPOSED CjRA.OiNq FE2-THo PLUL -._ - _ --,--. I U ®
Ao. 1111
CS PER A.D. 161
21 �\ n 2'.l SIpPE O /CO• Pte= .9tJO 4� EyA 9131 % - "`� _
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FUTIRE � OF EP¢T4EN � Il'cM
IMPRGVEAAEHTS PROJECT N0.
BENCH MARK REVIGIONS PIVEKSIDE DOIMTY FLOOD CONTROL APPROVED BY:
S ECT10tl C -C RANPAC ENGINEERING CORP. AND CITY OF TE MECULA
Tea ula. Cale circle vest _ ER CON9FAVATION DIST
Tenecul°' 14) 66-7 92390 sesame
RECDMNENDED FOR APPR vICATE
11440 1111: MASS GRADING PLANS
µTs OKAYING N0.
Tel O]O 6]6-7000
PREPARED UAOER THE N/PE oF' SEE SHEET N0,1 DOUGLAS M.5 WART R.4E 3]t54 EXP. 6-30-92
Ruraxc ENGINEER
DEPUTY crtr Er+/lrW4H, CITU of TeMEcuLa WINCHESTER MEADOWS
-.ERISTEXry cMIL fx91NEER WO 30927 3Er EY0 '1. SHEET N0.
I /., /441 cvh 11111442 _- DAT : DATE'