HomeMy WebLinkAboutLot 33-37 Precise Grading I
GRADING NOTES MODELS SITE PLAN & PRECISE GRADING PLAN
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CX ,
CHAPTER 70, AS AMENDED BY ORO I NUINCE 457. -1
23267 1
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPr SHALL BE lx. Noe
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FML HEARTHSIDE - PRODUCT 2
SLOPES.
3. MAXI MUM CUT AND FILL SLOPE - 2- 1 . CITY OF T
4. PROVIDE 5' WIDE BY 1 ' HICH BERM OR EQUIVALENT ALONG TIJE TOP
OF ALL FILL SLOPES OVER 5' HIGH. 1EGEND
5. ALL GRADING SHALL BE DOPE UNDER THE SUPERVISION OFA TENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS "
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT U) T.B. TOP OF BERM
FOR ALL FILLS OVER 1 ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY 37 2
F.G. FINISH GRADE
TEMECULA'S ENG I NEER 1 NG DEPARTMENT WR 1 TTEN CERT I F I CAT I QN OF F.S. FINISH SURFACE
COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED 38
GRADING �LM PRIOR TO ISSUANCE OF THE BUILDING PERMIT, � 3CR
CERTIFICATION SHALL BE TO LINE, GRADE. ELEVATION AND IOC:ATION MODEL DESIGNATORN
OF CLIT/FILL SLOPES.
7. PROVIDE A BROW D I TCI. DESIGNED TO HANDLE 100- N 36YEAR "00 STORM 39 FINISH PAD ELEVATION
FLOWS. ALONG THE TOP OF CUT SLOPES. 9999.9
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILL GREATER 1 35
THAN ONE FOOT. i 46 A F.F. FINISH FLOOR ELEVATION
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RE ATI ONS 2 40 34 G.F. GARAGE FLOOR ELEVATION
OF THE PRELIMINARY SOILS REPORT BY GEOSOILS. INC. . DATED
JIVE 4. 1990. TWO SETS OF THE F I NAL COMPACTION REPORT+ SHALL 56 47 42 41 DIRECTION OF DRAINAGE
BE SUBMITTED TO THE ENG I NEER 1 NG DEPARTMENT WHICH SHALL 45 43 33
INCLUDE FOUrDAT I ON DESIGN RECOM MENDAT I ONS AND CERT I F I OAT I ON 3
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE 55
RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMEN1 AT 4 54 48 44
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE ;AND
DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR
5352 51 50 49 2
TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE: (714) 694-6400 22
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND 31
FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT 21 23
SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE , 30
SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH :
ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPtCTION. 20 24
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVEI6 5 13
METHODS- 6 25 29
7
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT a14 19
NOT LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET. 12 9 EARTHWORK
14. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCT i ON/GRAD I NG. 10
28
15. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE 11 18 26 27 CUT 30 CY
DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILIT ES. 17
15
16 FILL 100 CY
16. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOEJ NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPOhISIBILITY
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED "INC
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REV SKINS
SI.ALL BE PROMPTLY SUBMITTED TO THE CITY ENG I NEER FOR ItEVIEW
AND APPROVAL.
INDEX MAP
SCALE: - OWNER DEVELOPER LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993. RECORDED IN BOOK
PRESLEY O F SAN DIEGO 134. PAGES 13 THROUGH 18 OF PARCEL MAPS, IN R I VERS I DE COUNTY.
CALIFORNIA.
15090 AVENUE OF SCIENCE
EROSION CONTROL NOTESUITE 201 ENGINEER 'S NOTE
/VSAN DIEGO, CA. 92128
619/451 -6300 CONTRACTOR AGREES THAT HIE SHALL ASSUME SOLE AND COMPLETE
ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE AT 12- v RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 00 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER, SHALL BE Zj, 9 PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION TFO;EOF. t^� BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES 20' ON CENTERS; DEFEND 1 NDEMN 1 FY AND HOLD THE OWNER AND THE ENG I NEEP. HARMLESS FROM
COMB I NAT I ONS. 15' ON CENTERS. SLOPES OVER 4' IN VERT I HE 1 GHT �Oq SOILS ENGINEER ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNEECT I ON WITH THE
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION J► PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY
DEVICES PER U.P.C. , CHAPTER 10.r . ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
GEO—SOILS, INC. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
5741 PALMER WAY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A D I L I CENT SEARCH
S()>J1H OF AVAILABLE RECORDS. THE AKE ALL
CARLSBAD, CA. 92008 PRECAUTIONARY MEASURES TO PROTECT CTHE UTILTOR IS LIITIESEDSHOWN TO TAND ANY OTHER
STATE H 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 LINES OR STRUCTURES.
c3� CORDOBA
q�q oP RO
`N y SITE _SOURCE OF TOPO : BENCHMARK DESCRIPTION
UIIl wrgroulfd 8�r�ic• A��rt WOLF VALLEY ELEVATION- 1052.514 DATE: 9-13-82
oP� RVC� �CYT DESIGNATION:
� T0M T-2-81 STAMPED ON
2 �/ BRASS
�EOOP SAN L0 AERIAL SURVEYS NONgRETELINDER 34ILESSOUTHWESTERN ONHWY 79 FROM THE
Cad TOLL FREE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECE_A. AT
4875 VIEWRIDGE AVENUE SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79 AND MARGARITA ROAD.
VICINITY MAP SAN D I EGO, C A. 9 212 3—186 7 109' SOUTH of THE STREET CENTER L 1 NE OF HwY. 79 AT THE NORTHEAST
*800 FENCE CORNER OF 6' CHA i N L I NIC FENCE AROUND WELL SITE. 9' SOU1;i AND
422-4133 NO SCA!E 619/565-1024 2' EAST OF NORTHEAST FENCE CORNER.
TWO WONKNO DAYS MWOM YOU DN3
— - - RECOMMENDED FOR SEAL my
SFW APFROVEC BY DATE � _--
APPROVAL QRpfESS/pN CROSBY Engineers Planners Surveyo ,s TRACT P;O. 23267 - 1 :� NO.
g "` jL1S,.'VMEAD 5650 E1 Camino Real, Suite 200 CITY OF TEMECULA
.r.�, �, G�r n of TEMECLILA
EXP. DALE 6-30•-92 BEN TON California 92008 TITLE SHEET
Carlsbad, 2
R.GE. NO. 37254
Na 30958 '� p�p�D UNDER THE SUPERVI ON OF: DATE 4 41 & A68OCIATa8 (619) 438 — 1210 H EA RT H S I D E MODELS P L.A N - - s
DAA® SY Exp. 3 31-92 „ , PRECISE GRADING PLAN; � "O-
>ho private engineer Signing thsss plans is rsyponsrb/s for assuring the accuracy � BCALE BENCHMARK T — 2 — $1 ELEV. = 1052.514
�
and occeptobAity o/ the design hereon. An the event o/ Qisrrepavcbs arising oRer DATE BY APPR. DATrt
city approved or anb.g construction. the private «+gross. shat be r spons&w ,f _
for determining on occeptabis solution and rsv&k?q the plans /or approval by �� �hislONs CITY lel CIV I L �►��' ALEXANDER W. URQUHART 20
-0the city. DESIGNED 8Y DRAWN BY CHECKED BY DATE f�FCA11100. w0.
R.C.E. NO. 3095 3
EXP. DATE -31-92 DATE FOR .
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Underground Service Alert Q
CaN- TOLL FREE
1-SOO 0 20 40 60 80
422-4133
=
TWO WORKING DAYS BEFORE YOU 0113 SCALE.- 1" 20'Q
RECOMMENDED FORRof ESS/ APPROVED B DATE [_.—
APPROVAL SEAL «ry SEA Q �R w N,q� CROSBY Engineers Planners Surveyors TRACT NO. 23267 — 1 SHEET No.
MEAD 5650 El Camino Real, suite 200 CITY OF TEMECULA
V6'V&f1 S W. STEW19RT,DfPU1r c/7Y EN6/NEfit,UTy 2
t �, E �MCL374i B E N T O N Carlsbad, California 92008 H EA RT H S I D E — PRODUCT 2
aCE No. T
No. 30958 PREPRREO SY! DATE &•®90CIZTZe 619) 438 — 1210 M 0 D E LS PLOT PLAN or 2 MIlIm
the privete engineer signing these plans is responsible for assuring the accvrvcy
DATE Exp. 3-31-92 PRECISE GRADING PLAN
FM NO.
and approb i or of the design hereon. In the .vent o/ shall
ender arsible aft DATE BY MA APPR DATE f CIVIL �� 1 = 20 BENCHMARK T - 2 - 81 ELEV. = 1052.514
a'=P CHECKED BY +j+ SCALE ►► ►
city approve! or during construction, the private engineer shol! be responsible
for
dotwmining an acceptable solution and rvW-vhg the plans for approval by ENGINEER REVISIONS CGTY DATE elf OF CAL�E��� ALE(ANDER W. RQL/H?Rr DATE FOR W.O.
DE8KVNED BY DRAWN BY CFEK® BY
FL IMO. 30958 Elft. DATE ="3/-92
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