HomeMy WebLinkAboutLot 31-34 & 57-64 Precise Grading GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE,
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. PRECISE GRADING PLAN cAL,FOR �°�° PROJECT
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A °No ONOSITE
N
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. RP o
3. MAXIMUM CUT AND FILL SLOPES = 2:1. CROWN,, E I III -IL NOTTINGI Rah �5�'
1AM . 0 AUBA
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. MA RAMS RYA
5. ALL GRADING SHALL. BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL pLAc
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 23143 ,� , -�
REPORT FOR ALL FILLS OVER 1' DEEP. ♦ r o ROAD Q '
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN 74
P1 1ASE 7 TRACT NO
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING
10 AND
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, V) b? �EFN 0
ELEVATION AND LOCATION OF CUT FILL SLOPES. LOTS 31 """`"" 34 AND """"
p,0 p1C°
64
7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. aFp Ro.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR AL1. FILLS GREATER THAN ONE FOOT. �°Ao
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS Hw1f 79
INVESTIGATION BY PETRA GEOTECHNICAL,. INC. (PROJECT NO 241--01) DATED 07-01-02 AND ALL
ADDENDA ENGINEERING ERETODEPA�RTMENT WHICH SHALL INCLUDTWO SETS OF THE FINAL EMPACTION FOUNDATION PORT DE DESALL BE IGNRECOMMENDATIONS I17ED TO ANpTHE CITY TO SAN DIEGO VICINITY MAP
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF NOT TO SCALE
THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT TEL (909)694-6411 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. TRAICT
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR "„ ..► .....••... ..,�•�• "'� "` •- •••, ,,.,. �.,,. �.► +....
GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN WYAAV077E STRE�T
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. - - �•• •
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12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTO THE GROUND HAS BEEN CLEARED OF WEEDS,
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
7 N\ .7,
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, i rrr
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A j-�- (�
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. " _� 1 _PAIN]
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53 61 � g2 �. .
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ;-"�.., 5� g� (33 L-iv
TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER341
~- g� '' �'�
STRUCTURES, TE o D GE L3 12 31 _
1
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AND DAMAGE TO ADJACENT PROPERTIES.
�� � 1% MIN. �� a` ) � i
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ; w
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ~-•�- �+ , V N's
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST _;,w' N �"'� -- �+ I 29
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. „'� �+ ... .,� �-w- -� ""! "� ONO '"' ""'� "'" - -�••,..... C 5' MIN
..- -- •-- --- MIN.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE + �,� �- �.- _ --- = ----- Q g�
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES CROIWE WL B I B
,� r DR/V� MIN.
OVER 30 IN VERTICAL HEIGHT. �+ �-� .� _ - -- -� �.� Aam
MIN.
doo
18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING z K
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN ' 00w _..- '"�' •►
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS �.
TRACT
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. . TRACT No . ( •
. �-
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19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE# PLANT23143 23143-10 AT 1 f ON CENTERS ..�� ..3
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND cL
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL
BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES I �
OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION BACKWATER 1N
DEVICES PER U.P.C., CHAPTER 10.R VALVE CHART
20. FINISH GRADE SHALL BE SLOPED AWAY 'FROM ALL EXTERIOR WALLS AT NOT LESS THAN 11,C PER FOOT FOR LOT LOT
A MINIMUM OF 3 FEET.
31 N 59 N
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
32 N 60 N �,�c, TYPICAL LOT
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIM TO COMMENCEMENT OF 33 N 61 N DRAINAGE DETAIL
ANY CONSTRUCTION/GRADING. N.T.S.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 34 N 62 N UNLESS OTHERWISE NOTED ON PLAN
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED * Q
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 57 N 63 N SEE PUN FOR DRIVEWAY GRADE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 58 N 64 Y
24. RETAINING MALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. �, gQ. g, p•L•
25. W.D.I.D. NO. 9335317203 45 MIN. g,
'4 FOOTING EMBEDIMENT
26. SEE APPROVED "WALL AND FENCING PIAL" FOR YARD AND PERIMETER WALLS AND FENCES z MIN. NG --
27. THE ISSUANCE OF THIS PERMIT BY THE C17Y OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES J' 3+ FL 2'* --' DEPTHS SHALL CONFORM o
FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL MIN. TO UBC SEC. 18061
ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE m J REQUUIREMENTS, IE12"
12"
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. Z m MIN FOR 1 STORY AND
CD
FL so 25 so 1 16 2 3 1 g' MIN. FOR 2 STORIES. CU
�� -- -- -- - -- - -- MIN.
GRAPHIC SCALE: 1"=50, r" r�zn-. �'y
EARTHWORK C VANTMES. to
Lo I INDEX MAP MIN.
CUT = 600 CUBIC YARDS (50 C.Y./LOT) -- -- 2X MIN. * PAD ELEV.
FILL = 600 CUBIC YARDS (50 C.Y./LOT)
2070 MAX. Cn
2X MIN.
LEGEND **2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 20% MAX.
.... , , , ,.. _ __..___.._._ _ 5ECTION "A--A"
CL - CENTER LINE PHASE BOUNDARY "" WATER SERVICE
... ---.... .., X..... . .,r
AIR VAC AIR P.L. N.T.S. �
F DEEPENED FOOTING WA FLOW N
D o G s LE L LINE / I
DW - DRIVEWAY " i - �"{ _ RELEASE ASSEMBLY PLAN 1 PLAN 2 PLAN 3 z 5' S• w F.L. n
FG -- FINISHED GRADE L ._ SLOPE (2.1 MAX.) -w..- -- •- WATER MAIN 2,621 SF 30078 SF 30322 SF - MIN. S MIN. _
-- ���� �- TRUST BLOCK J � J 1510'OMIN�. �FL FLOW LINE - LOT LINE „�� P.L. J i
FS -- FINISHED SURFACE - DEEPENED FOOLING -" .r_. � _ FIRE HYDRANT ASSEMBLY �, t�
GB _ GRADE BREAK -- LOT NUMBER -- �'`'"�-- - GATE VALVE HOUSE PLAN LEGEND ; 3• FL .� m 2'
GF GARAGE FLOOR 90 - -- •- SEWER MANHOLE MIN. r^ MIN. [L
m
HP - HIGH POINT PLAN 4C - HOUSE PLAN TYPESEWER MAIN FL
J
MIN. -- MINIMUM FF=1109.67 - FINISH FLOOR ELEVATION -"---- -� 3' 3' a.
_ BACKWATER VA . -- - - A�.---• •
i
BAC E LVE �. _ PAD ELEV. z MIN. 1° ,� ? E
TC -- TOP OF CURB PAD=1109.0 2
- PAD ELEVATION .--�-�:� •- STREET LIGHT FOOTING TO BE :- cs
EXTRA DEPTH OF 2.1 PAD ELEV. .�-- K."'" s
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING PIANS TYP ~``� �. 1� N. MiN
o Underground 2 1 2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION ( ) * r-. .�• C
/ THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION DIMENSIONED ON .. MAX PAD ELEV. --• * +,
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: 4X MIN. 27� MIN, �. PAD ELEV. +1
Of Southern Ca"for"10 CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 6" MIN.
Can: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYS ONE HOMES 20% MAX• M 20% MAX. PAD TI N .. . " z
7 CHAIN LINK FENCE, 21'x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2756'23"W 40980 COUNTY CENTER DRIVE SECTIONSEC - 2% MIN. �
1 --800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 N.T.S. 209 MAX. NOTTINGHAM PHASE 7 +>
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMECU CALIFORNIA 92591 N.T.S. LD03- 255QR sz
TM WORKMc OM BEFORE rou DAG ADJ. DATE 9/13/82 ELEV. 1128.410 T 0 -1464
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C O m peg n i e s � PUN SCALE W
AS NOTED CITY OF TEMECULA
�Ess�contract" 'ti RECOMMENDED BY: DAA; lZ,�/a'� No.
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Ir tor' SEE ABOVE Mo.e�� T WX a � � 10 C Cry 9"M OW) �--12�o ACCEPTED BY: DATE: � /a�3
E. }�� PRECISE GRADING PLANS
Plans Prepared Under Supervision Of RONALD J. PARKS CU
�, PHASE 7 TRACT NO. 23143-10 AND F o
G' DEPUTY DIRECTOR OF PUBLIC WORKS �
Completed Dote �/. �' grkoA .�r DRAWN BY. SRD
DESIGN BY: LOTS 31 --34 AND 57-64 -�
R.C.E. No. 63947 Expires _-_9--30�-2006 SRD R.C.E No. 1��' Ex r�. 9/30/05 Sheet of 2•
CHECKED S'Y. PWK �
LEGEND
CL - CENTER LINE PHASE BOUNDARY - WATER SERVICE
DF - DEEPENED FOOTING - -- ----- -- SWALE FLOW LINE -- AIR VAC/AIR
DW - DRIVEWAY � �"" �"' �""- RELEASE ASSEMBLY
FG -- FINISHED GRADE ._... ..... ._. L "'F SLOPE (2:1 MAX.} �_._..-.- ___�_,._ _. WATER MAIN
BLOCK
FL � FLOW LINE - LOT LINE •+�� .- FRETRUS HYDRANT ASSEMBLY
FS FINISHED SURFACE -- DEEPENED FOOTING »»��""°'
GB - GRADE BREAKLOT NUMBER -__.__•;`'':�-- --- ` GATE VALVE
GF - GARAGE FLOOR 90 - ----- --• SEWER MANHOLE
HP - HIGH POINT PLAN 4C - HOUSE PLAN TYPESEWER MAIN
MIN. -- MINIMUM = _ ,_
FF 1109.67 ..__.. ,,,,
TC - TOP OF CURB FINISH FLOOR ELEVATION @�- BACKWATER VALVE
PAD= - PAD ELEVATION STREET LIGHT
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NOTTINGHAM PHASE 7
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE w
AS NOTED CITY 0F" TEMECULA I,,
S'�' �.LE• DEPARTMENT OF PUBLIC WORKS Drawing No. m
Controctor 4y , RECOMMENDED BY: • �` l
,�� �� �, San Diego Division PROFILE SCALE Q
SEE SHEET 1 a ----- o
Irrspect�ar 14COM 47 r, �dC9D Elr dlhMla A Sulhr Cawb�oe� CA 9M (71�W) 42-1210 3 C
E,*. 1~M-NN X ACCEPTED Jnr: DATE: r g �'J. PARKS PRECISE GRADING PLANS ;
Dcrt+�� � � ' v ` `� Ions repared Under Supervision Of _ DEPUTY RONALD DIRECTOR OF PUBLIC wrDR�cS � '
Dote /� �' a"'�3 DRAWN BY. SRD PHASE 7 TRACT N0. 23143--10 AND E C
� M%f DESIGN BY: SRD LOTS 31 '-34 do 57-64 0
R.C.E. No. 6 9�� Expires -- -3�?-2Q�S -- �. R.C.E wa 197" 913%5
CHECKED BY: PWK Sheet 2 of 21-1