HomeMy WebLinkAboutLot 30-33 - Precise Grading GRADING NOTES
MODELS SITE PLAN & PRECISE GRADING PLAN
1 . ALL GRADING SHALL CONFORM TO THE UVIFORM BUILDING CODE, TRACT NO . 23267 4
CHAPTER 70, AS AMENDED BY ORDINANCES 457.
2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE -1Z. CITY OF T
DRAINAGE SHALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL
SLOPES.
3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . ` ,�1N
4. PROVIDE 5' WIDE BY 11 ' HIGH BERM OR EQU I VALENT ALONG THE TOP SD v
OF ALL FILL SLOPES OVER 5' HIGH.
P� LEGEND
5. ALL GRADING SHALL BE DOPE UNDER THE SUPERVISION OF A COMPETENT rN� ,
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN N`V /
PROPERLY PLACED AND WHIG SHALL SU13MIT A FINAL COMPACTION REPORT , / T.B. TOP OF BERM
FOR ALL FILLS OVER 1 DEEP. S�
6. A REGISTERED CIVIL ENG I PEER SHALL SUBMIT TO THE CITY OF F.G. FINISH GRADE
i
TEMECULA'S ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF
COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED F-S_ FINISH SURFACE
GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION , ` 3CR MODEL DESIGNATOR
OF CUT FILL SLOPES.
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FINISH PAD ELEVATION
FLOWS, ALONG TOP CUT OF SLOPE.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER L
THAN ONE FOOT. ' F.F. FINISH FLOOR ELEVATION
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS G.F. GARAGE FLOOR ELEVATION
OF THE INTERIM FINAL SOILS REPORT BY GEOSOILS, INC. \ I
DATED JANUARY 10, 1991 . TWO SETS OF THE F I NAL 30 / DIRECTION OF DRAINAGE
COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING --�
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN / \x
RECOMMENDAT I ONS AND CERT IFI CATION THAT GRADING HAS BEEN DONE 31 �/� �___ _ 2:1 SLOPE (UNLESS OTHERWISE SHOWN)
IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY
SOILS REPORT.
32PCC. W4LXW4Y
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT p QI
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND 1 R� \
DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR ��p 33
TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE: (714) 694-6400 ` 11
11 . CUT SLOPES EQUAL TO OR BEATER THAN 5' IN VERTICAL HEIGHT AND 1
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 NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. \
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED
METHODS.
1 �
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
14. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
15. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12. THE
DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES.
16. APPROVAL OF THESE PLANS BY THE C I TY OR I TS AGENTS DOES NOT INDEX MAP
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 SCALE: 1" 100'
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
AND APPROVAL.
OWNER /DEVELOPER LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, RECORDED IN 9"
134,FO
AGES I A 13 THROUGH 18 OF PARCEL MAPS, IN R I VERS I DE COUNTY,
PRESLEY OF SAN DIEGO CAL I
15090 AVENUE OF SCIENCE
SUITE 201 ENGINEER'S NOTE
N SAN DIEGO, CA. 92128
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, I NDEMN I FY AND HOLD THE OWNER AND THE ENG I NEER HARMLESS FROM
SOILS ENGINEER
��► 'Qp ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
GE 0—SOILS, INC. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
5741 PALMER WAY STRUCTURES SHOWN ON THESE PLANS ARE OBTA I NO BY A D I L I GEM SEARCH
OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
SSV CARLSBAD, CA. 92008 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER
STATE 79
619/438-3155 L I NES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONS I BLE FOR
THE PROTECTION OF. AND ANY DAMAGE TO THESE L I NES OR STRUCTURES.
r
tT
SITE SOURCE OF TOPO: BENCHMARK DESCRIPTION,
ELEVATION: 1052.514 DATE: 9-13-82
Underground ServIce Alert R I VERS I DE COUNTY DES I GNAT I ON: T-2-81 STAMPED ON 2 k 1/2- BRASS DISK
SAN LO AERIAL SURVEYS I N CONCRETE CYL I NDER. 3.4 M I LES SOUTHEASTERLY ON HWY. 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT
CaN- TOLL FREE 4875 VI E WR I D G E AVENUE SOUTHWEST CORNIER OF THE INTERSECTION OF HWY. 79 AND MARGARITA ROAD.
VICINITY MAP SAN DIEGO CA. 92123-1867 109' SOUTH OF THE STREET CENTER LINE OF HWY. 79 AT THE NORTHEAST
FENCE CORNER OF 6' CHAIN LILAC FENCE AROUND WELL SITE. 9' SOUTH AND
4ZZ-41$$ NO SCALE
1 619/565-1024 2 EAST OF NORTHEAST FENCE CORNER.
4�
TWO VVOWMs DAYS BEFORE YOU =
tiAwuSEE Sr1Eir Z Fol _vrsrowS 3Z 11'91)11 RECOMMENDED FOR SEAL CITY SE FES$Jp APPROVED BY DATE Z9 TRACT LA0. 23267 — 4 SHEET NO.
APPROVAL �° Nq CRO 8 B Y Engineers - Planners Surveyors
13dEADCITY OF TEMECULA 5650 El Camino Real, Suite 200 1
DOUGLAS VSTEWART, DEPUTY CITY ENGINEER, RNECULA Carlsbad, California 92008 MODELS SITE PLAN
W Q ^' R.C.E. NO 37254 EXP. DATE 6-30-92 B E N T O N
DATE
or ENo 3 39592 m PREPARED BY DATE & ALBBOCIATR9 (619) 438 — 1210 PRECISE GRADING PLAN
»~& private w►gM►eer eiignMTg �►.� plane ,s ��,�,. � �,� �,. accuracy � TITLE SHEET FILE LA0.
and acceptabAlty o/ the dos/gn hereon. M the evwnt o/ dlscrepancles arising alt DATE BY MARK APPR. DATE CHECKED BY J+ t. A SCALE T — 2 — 81 ELEV. = 1 052.514
city approval or dirMrg canstructlan, the pr/vate engineer ,hall be r sponsble r� CIVIL �� B E N C H M A R K
for determinbrg an acceptable soiutlan and rsvtsrrrg the plans for approval by ENGINEER REVISIONS CITY DATE lE�F CAL1�O� ALEXANDER W. URWHA DATE FOR W.O.
the city DESIGNED BY DRAWN BY CHECKED BY
R.C.E. NO C 30958 pAh 3•-31-92
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DETAIL 1
TYPICAL LOT GRADING
34 r i 24
SCALE: 1' e= 20' 1t3 ag' A
4 w
N \ C1O 4 3.6)
• tN7�
' S
113.41
3
i
2 0SCALE: N1'= 30'
(�3.0)
CONSTRUCTION NOTES 0
s +
CONST. 2�� AC. OVER COMPACTED NATIVE. 1 � X041. )
2 CONST. 6A.C. BERM PER RIVERSIDE COUNTY STD. N0. 212.
a- CONST. 2It PV C. SIDEWALK UNDER DRAIN
O A = 90*00100" R= 2.5' L= 3.931 \
(1042.4) QO f S /O
' 7 0 30 60 90 120
1 c me ;7""
lit CIVIL
REVISIONS:
V_LsE Drr� KOMECA'ROSBIEn�lueere� plannerb Surveyors
- -7ET8ACICS I�L-1V
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ao QEV�SE F�NiaN �c4p�w�G Lor_31 4wu. q
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0850 El Camino Beal. Suitt 800 TRACT N0. 23267-4
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G+_ _4iuc) 4�,q„lq el ��: 7/9/9/ eEG/51�JT1ovErcP. 3 -91 -42 BEN 1 O CarlebaQ. California 92000 CITY OF TEMECU SHEET
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AGPIZCI�IED 8Y -- SCALE: BE��CJ-( N1L12�: MODELS
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ELS N
T-2-81 ELSITE PLA
30 EY. of 2 sHEETs
Z4Jq� aER,� �.�E,.1�r�Ee Fro ��•so/az � losz.�4 PRECISE GRADING PLAN
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