HomeMy WebLinkAboutLot 1-31,129-131,138-140 Precise Grading GRADING NATES IN THE CITY OF TEMECULA, CA. GENERAL NATES:
PRECISE GRADING FOR:
1. All grading shop conform to the latest provision of the 1998 Califiarniv BuNdfng Code1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
appendix, chapter 33, as ammended by Ordinace 99-23. 2. PLANS PREPARED /N CONFORMANCE WITH F.H.A. DATA SHEET 798.
2. Minimum buldIng pad and dlralnage Swale slope shall be = 1% Drainage swafes shall J. ALL FRONT, REAR, AND SIDE YARD DIMENSIONS ARE PER PLAN.
be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut
or NI slopes. TRACT N0,6 23209 TRO VA TO (SOUTH) 4. SETBACK IS MEASURED TO THE NEAREST VERTICAL, PROJECTION.
3. Aloximum cut and fNl slope - 2:1. PHASE I LOT NO'S
129-131
and 1405. VERIFY LAYOUT AND DIMENSIONS AT JOB S/TE.
4. Provide 5' wide by 1' high berm or equlvia/ent along the top of all fN/ slopes over 5' 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC.
high. M R/V£RS
7 SEE ENGINEER'S PLANS FOR LOCATIONS OF UTILITIES,
5. All grading shall be done under the supervision of a competent so11s engineer who shaN � \ � r � II 70 C`OROVA
certify that all fill has been property placed and who shall submit a final compaction y I a 8 CURVE A T THE GARAGE.
NO DRIVEWAY SHALL EXCEED 14�' GRADE, WITH A VERTICAL
report for of/ fils over 1' deep.
a CU
\ 0 � 1 9 EACH LOT TO BE SERVED WITH A 4" SEWER LATERAL AND
6. A registered CivN Engineer shall submit to the Cit of Teme�cula's Engineering meet \ � � � s� „
g y g g woo Spr�►9s Roan' A 1 WATER SERVICE, UNLESS OTHERWISE NOTED.
a written certification of completion of rough grading in accordance with the approved ® \ \ `` Y _ � ss� I ° Hot
grading plan prior to issuance of the building permit. Certification shall be to line, 'WA WO. � � � 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT.
grade, elevation and locution of cut fill slopes. woo
�� � � 1 h I
� �TE 11 FRANCHISE UTILITIES I.E. GAS, ELECTRIC, TELEPHONE, SHOWN HEREON
7. Provide a brow ditch, designed to handle 100 Q Stone flows, anon t of cut sl e& �r
9 � 9 � oP � _ s� I / �� ARE SCHEMATIC. SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION
8. Finof compaction wNl be iced for all fNls ter than one foot. 400 Is I l V DETAILS
0010I 1 12 FINISHED GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2% TO A
9. All grad/ng shall be done In conformance wlth recommendations of the preliminary soils 8 La 4L SWALE 4 MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM
�-
investigation by NorCal Engineering doted dune 6, 1997. Two sets : I � R04d a BUILDING FOR THE REAR YARDS
of the final compaction report shall be submitted to the Engineering Department which 210
shall include foundation design recommendations and certification that grading has been
done in conformance with the recommendations of the preliminary soils report. �--� Rdncho y �► i10. The contractor shall notify the Engineering Deportment at least 24 hours in advance 0 1 LEGEND C i
requesting finish lot grade and drainage inspection. This inspection must be approved ps IIMPROVEMENT STD. Qn, N0. SYMEHOLA �
prior to building permit final inspection for each lot. _
0005U8D1WS7av BWNOARr_ . . . . . _ .. . . . . . .
En Ineerin Department Phone: 909 694-6411 ) I 3 ' ' "000 "�-
9 9 �P ( ) � STA 7F ROUT T9 £ASEmmr LIAU.
11. Cut slopes equal to or greater than 5 in vertical height and fill slopes equal to or f1N/S�/£D fZ0�0YP EZ£VA1l F.F. 259.1
greater than in vertical height shall be planted with gross or ground cover to protect � � GARAGE FACE£L£VAT/OYV - . . - . . . . . . _ . _ _ . . . .- - - - G�f.F= 254
the slope from erosion and instability in accordance with Ordinance No. 457 prior to the
approve/ of final inspection. �
TO SAN DSM Lor mvwER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124
12. No fill shall be placed on existing ground untl the ground has been cleared of weeds` �► , X 1 PAD EZ£VA 77OW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAD =
debris topsoil, and other deleterious material. � � � LOCATION �
u ` f7NMW 6WADC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FG
13. If steep sloping terrain occurs upon which fill Is to be placed the terro/n must be 1 NO SCALE FS
cleared, keyed, and benched into firm natural sal for full support. Preparation shall be
approved by a Registered Engineer prior to placement of fill material. 1 fZOW LAC . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . FL
\
TOP CF 6FA 7F . TG
14. During rough grading operations and prior to construction of permanent drainage structures. Ci _ 1 MIN 20' - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
temporary drainage control should be provided to prevent ponding water and damage to adjacent � H.P. SWALE
9 P P P 9 9 J'a woo
� � PAD ELEV. A PROPOSED SL ASS. . . . . . . .2.•1 UNLESS DThERNI.SF NO7FD. . .
properties; � 41 Ir
Q.
woo
15 Dust shall be controlled by water/ng or other approved methods. SWALE SWALE 1% MIN. �•�1��' PROPOSED COV7WRS . . . . . . . . . . . . . . . . . . . . . . . . . . .
�- 10' MIIV. ON
16. Alf existing drainage courses on the project site must continue to function, especially during , 1 PATIO COVER - EXIST. COV7MRS. . . . . . . . . . . . . . . . . . . . . . . . . . . 25
storm conditions. Protective measures and temporary drainage provisions must be used to protect �. � � � 5 1 � GARAGE SIDE �~ O`��
adjoining properties during grading operations. r r ADJACENT • 6" TYPE 'G' CURB & GUMR. . . . . . . . . . . . . . . . . . . . . . . .
TO STREET 5
17. Stability calculations with a factor of at lease one and five-tenths 1 . 5 shall be submitted 1 INTERIOR 5' RIN. HOUSE
y N EXIST. P.C.C =FwALK.by Soft Engineer to the Engineering Department for cut and fill slopes over 30' in vertical heightwoo
1 / r Z - - - - - - - - - - - - - - - - -
1 A R ivil Engineer mi i f A i '~ s = r EXIST. PEDIES7R/AN RA�1/P.
8. Registered C E eel shah submit cert flCation o bu d n pad elevations+ Where IRc A 1 1- �
e9 9 9 7 _ A �--- I o
elevations are required, the elevation (with respect to mean sea level) shall be given. If an FRONT
elevation with respect to adjacent ground surface is required, the actual distance above the SETBACK LINE EXIST. S70 M DRAIN. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
adjacent ground shalt be given. ' ids = Q VARIABLE
MIN.)
EXIST. STC�1/ DYPA/NlI1ILET. - - - - - - - - - - - - - - - - - - - - - - -
/ �
19. EROSION CONTROL: AN graded slopes shall be planted with Rosea Ice Plant at 12" on centers or 6 r�
another approved ground cover. Slopes over 15' in vertical height, in addition to ground cover, W DRAINAGE SWALE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
shall be planted with approved trees, shrubs, or combination thereof. Shrubs shall be planted
at 10on centers; trees, 20' on center, combinations, 15' on centers. Slopes over 4' In vertical 1" WATER u - - - - - - - - - - - - - - - -
height shall have permanent irrigation systems with backflow prevention devices per U.P.C., �
s SERVICE STREET PROPOSED SENER SE'RWa r LA7FRAL. S,
Chapter 10.r. , I 000I 5 MIN. SLOPE RRIOPOSED WA 7ER SERNG1r LA IERAL. . . . . . . . . . . . . . . . . . . . . . .
20. Flnish grade shall be sloped away from all exterior walls at not less than 1/4" per foot fora ® ` Ea7ST. FRE HYDRANT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
minimum of 3 feet. 1" SEWER LATERAL
® �s�
� I ® GA 7FVALVFS- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - -
21. No obstruction of flood plums or natural water courses shall be permitted.
BUTTFRfZYVALVES - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . .
22. All property cornea shall be clean delineated in the field prior to commencement of an TYPICAL LOT DRAINAGE
P oP y y P y �
1 - THRUST MOCK . �
construction/grading. �& SETBACK DIMENSIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
23. Approval of these plans by the City or Its agents does not relieve the applicant and his engineer A/R �ACUUA�/ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
KEY MAP
from the responsibility for the correction of errors or omissions discovered during construction. FOR TYPICAL GRADING, DRI VEWA Y AND INDICA TES LOTS REQUIRING.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Upon request, the appropriate plan revisions shall be promptly submitted to the City Engineer farSWALES, SEE DETAILS ON SHT. 5 SEWER BACK FLOW PREVENTER
a review and approval. SCALE.' 1 - 1QQ
RETAINING WALL - PER SEPARA 7F Pm#r . . . . . . . • . • . . • • .
Q- t711PA DiEPM fO077NG. . . . . . . . . . . . . . . . . . . . . . . . . . . .
0.2'Dir
r-
IN
DO
N Plan 1 Phan 2 Plan 3 Plan 4 Pkn5`� C�HTRACTOR'S HCTESTREET ucHr_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
N . . . . . . . . . -
o - - • - F - - -
UNAUTHORIZED CHANGES alt USES: The engineer preparing California Council ' 40' 45• 45' 45'
`� these plans will not be responsible for, or liable for, unauthorized f CivN E
No changes to or uses of these plans. All changes to the plans must be o �wera I PLAN TYPE 1A
O 1 in writing and must be approved by the preparer of these plans. & Land Surveyors ELEVA 7700V TYPE
Construction contractor agrees that in accordance with generally accepted constructionL
1 N
' practices, construction contractor will be required to assume sole and complete responsibility forCalifornia Council I W PVC PIPE W/AREA DRAM. . . . . . . . . . . . . . . . . . . . . . . . . .
job site conditions during the course of construction of the project, including safety of all persons
0 and property, that this requirement shall be made to apply continuously and not be limited to of Clvll EngiFIW � -•� -- - E/VhwYD RtAR ELEI/A774N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
(D normal working hours, and construction contractor further agrees to defend, indemnify and hold & L.MLrld Surveyors
V) city of Temecula harmless from any and all liability, real or alleged, in connection with the PRANCED .YDfE ELEVATm - ES
C-7 performance of work on this project, excepting liability arising from the sole negligence of city of - - - - - - - - - - - - - - - - -
a- Temecula professional.
c Q LD 02 - 125 GRA
N PERMIT: LID 02- 087 GR
�- DIG PRIVATE ENQIN,�ER S NOTICE TO THE CONTRACTOR: BENCHMARK ALERT
2 1003-O44 rR
THE EXISTENCE AND LOCA T10N OF ANY UNDERGROUND U71LI71ES OR
COUNTY RI R ! B.M. .T- - 1 1-1 " BRA I IN
COU OF VE SDE B 0 29 8 , /2 SS DSC CONC.
a STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF r,
DIAL TOLL FREE CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE CURB LINE Drrc�rr C4N'SIJLTANTS
1--800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TDW. CORNER OF THE INTERSECTION 1 N. E. OFA 7 CHAIN LINK FENCE 21 x 15 l� • E • ENM�� • Si vst/m
r AT LEAST TWO DAYS PROTECT THE UTILI TIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, , Temecula, CA 92590
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION AROUND S0. CALIF. GAS VALVES, N. OF P.P. )94 N. OF THE FOOTPRINT DIMENSIONS Suite 170 909-695-5596 FAX909-695-5597
°M OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CENTERLINE OF RANCHO CALIFORNIA N.
FIBERGLASS
WITNESS POST SET 1
0 W. OF MONUMENT. NO SCALE
a) UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORMA
CONSTRUCTION RECORD DA TF BY REVISIONS ACCV DA TE BENCH MARK
SSFAL-CALE QRCFESS/DNS Designed By Drawn By Checked By . 7 Z CITY OF TEMECULA DEPARTMENT D�rg• No.
I REVISIONS ON SHEETS 3 s 4 k� ,�,
N. App FAA PCH RM FAA MAM Recommended By. Date. NT OF PUBLIC WORKS
Carrtroctar SEE ABOVE �4 'e F1
ar,2¢, n2 _656 s�{EE"T S Horizontal ; �� �, PRECISE GRADING PLANS
cc AS SHOWN W ft. 61no ' " gat- PG- 01
Inspector cc Exp o9-30_05 � Accepted BY MR. RONALD J. PARKS R.C.E. Date. >a MA OT NO. 23209
�'- Vertical � C ` \� DEPUTY DIRECTOR OF PUBLIC WORKS � --- -
" TROVATO (S�OUM)
� � 'r�q� ►�� �► FRA K A. ARTIGA, R.C.E. 61860
z N/A OF M\F - - R.C.E. No. 19744 Expires: 09-30-05 rgis - _ Sheet 1 of 7
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REGISTRATION EXPIRES: 09 30 05 p •�• P�4�t LOT MD"31 - 3� �9 - � eu�d 1�B �
IN THE Cl TY OF TEMECULA, CA.
PRECISE GRADING FOR:
PHAocE I LOT NO'S 1, 2, 138, 139, and 140
55+00 54+00
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GRAPHICAL SCALE
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PERMIT: LD 02- 087 GR
_ PR1VA7E_M0&F0:S N0710E—..TO 7HE CONTRACTOR:—
DIG ALERT
THE EXISTENCE AND LOCA TION OF ANY UNDERGROUND UnLITfES OR
DIAL TOLL FREE STRUCTURES SHOW ON THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOW-EDGE, THERE ARE NO amcDm&wCb%MTAQM
EXISTING U77LI77ES EXCEPT THOSE SHOW ON THESE PLANS. THE
1-800-422-4133 PL&Vwo # BwAmommm# Rm�� # surartm
cn CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 4J460 Ridge Park Drive, Suite 170, Temecula, CA 92590
AT LEAST TWO DAYS PROTECT THE UTILITIES SHOW, AND ANY 07 4E LINES OR STRUCTURES 909-695-5596 FAX909-695-5597
BEFORE YOU DIG NOT SHOW ON THESE PLANS, AND IS RESPONSIBLE FOR 7HE PROTECTION
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
CONSTRUCTION RECORD DATE BY REVISIONS ACCV DATE BENCH MARK IqSOFESS/O* Designed By Drawn By Checked By Dwg. No.
SCALE CITY OF TEMECULA DEPARTMENT OF PUBUC WORKS
A FAA Pcf�77M FAA/MAM Recommended By. Date:
Con tractor SEE SHEET Horizontal C)
04) PRECISE GRADING PLANS
NO. 1
0 M -7 PG— O 2
03 No. 81 Boo
Inspector AS SHOWN UA rn Accepted By. ri Date.*
cc Exp. 09-30-05 _V MR. RONALD J. PARKS, R.C.E. TRACT NO. 23209
Vertical
DEPUTY DIRECTOR OF PUBLIC WORKS ----------------- VA TO (SOU7H)
A*ed FRA ARTIGA, R.C.E. NU 61860 ------
CD K A P, Sheet of 7
2' N/A CAL REGSTR�770N EXPIRES: 09-30-05 R.C.E. No. 19744 Expires: 09-30-05 RMSE 1 LOT A10S t A IM 139 Wd 140
LLJI
P<
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TRACT NO, 23209 TRO VA TO (SOUTH)
LA
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IN THE Cl TY OF TEMECULA. CA.
PRECISE GRADING FOR:
PHASE 1 LOTNO'S and 6
PROPERTY LINE
WAY GARAGE
LA sEl ENA
FRONT SETBACK
___77 VARIES VERT CURVE
FG,1305.60
o5.77 FG 1305.41 AI 10' PARKWAY 7RANS177ON
FG 13 F-G- 1311 �o, 2' . 2
FIG 1305.62 1 .1111111111 IM4.50 fy 10, 0 101
MAINTAINED BY R_
2X
7MECULA COMMUNITY vg"ALKII, A.
14% MAX
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SERVICE DISTRICT AJ�
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MATCH DRIVEWAY WfW4 ISOLA 77ON "NT
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00
LD 02 — 125 GR
__,MVATE DVGINEER"S N077CE TO THE CONTRACTOR.'-- PERMIT: LD 02- 087 GR
DIG ALERT
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
DIAL TOLL FREE STRUCTURES SHOW ON THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 000,>_
4_1
73 EXISTING UTIL177ES EXCEPT THOSE SHOW ON THESE PLANS. THE
0 1-800-422-4133 RQwL7Derr Cb%MTAQM
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PL&VAM 0 Ew4mmomm* ENOR*�� # 3 STAWS
AT LEAST TWO DAYS PROTECT THE UTILITIES SHOW, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 909-695-5596 FAX 909-695-5597
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
SnL.
CONSTRUCTION RECORD DATE BY REVISIONS ACCID DATE BENCH MARK qLOFESs/ Designed By Drawn By Checked By
SCALE "? 7/4f/4:�� CITY O F T E M E C U LA DEP AMVM Or PUBLIC WORKS Dwg. No.
U .11I . A Recommended By. Vd .0 Date:
8L6/02 _ZL REV15ED BUILDIAIG LOCATION LOT 5 FAA PCH FAA Contmctor
SEE SHEET Horizontal
00 NO. 1 PRECISE GRADING PLANS
W No. 61860 rn7
N-) Inspector AS SHOWN r" Accepted By. Date PG — Q 3
0� Exp. 09-30-05 "a MR. RONALD J. PARKS, R.C.E. TRA CT N23209
Vertical
CIVIL FR A. RTI NO.�-dl DEPUTY DIRECTOR OF PUBLIC WORKS
R.C.E 860 MOVA TO (SOWH)
Z NIA OF CAL\1
LLJ REGISTRATION EXPIRES: 09-30-05 R.C.E. No. 19744 Expires: 09-30-05 Sheet 3 of 7
TRACT NO, 23209 TRO VA TO (SOUTH)
3y 41 5,
FG Y
V, OV
MAX
CH DR17WWA Y ISOLA 77001
I 7b-
LE
SWIMIN
16 IN 100yp�
wW
MIN.
PMaE 1 LOT APOS A 4 5 ffd it
IN THE Cl TY OF TEMECULA, CA.
PRECISE GRADING FORe
PHASE IrLOT NO'S 9, 10, 11, 12, 13, 14, 15 and
............ ,.__.....__.._._...
----------
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DIG ALERT
PRIVATE ENGINEERS NOTICE TO THE CONTRACTOR. t �
THE EXISTENCE AND LOCA TION OF ANY UNDERGROUND UTIL1 TIES OR
DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
73 - -• - EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THEft0imrDtffawCbmIxTAms
1 800 422 4133 CONTRACTOR IS REQUIRED T TAKE A PR A 71 NARY MEASURES !�[a1 MW • AL• • SURVW/M
Q O E LL ECU 0 TO
AT LEAST TWO DAYS PROTECT THE U71LI TIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 909-695-5596 FAX 909-695-5597
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
L
CONSTRUCTION RECORD DATE BY REVISIONS ACCV DATE BENCH MARK SCALE ' QRoFESS/0 Designed By Drawn By Checked By Dwg. No.
.In o ►►• �� FAA PCH M FAA MAM Recommended By: Date: A� CITY 0 TEMECUIA DEP •of Pvsue wom
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a_ I REV15E0 LOCATION OFBUILDING LOT 7. SEE SHEET Horizontal y 43t
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cc� NO. 1 AS SHOWN W Na 61860 - 7 c3'y PG- 04
Inspector cc Exp. 09-30-06 Accepted By. Date. TRA
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� NO.
23209
N
MR. RONALD J. PARKS, R.C.E.
Vertical '�
A*Coil; �7 CIVIL `! FRAN A. ART/GA, R.C.E. 61860 DEPUTY DIRECTOR OF PUBLIC WORKS - --
r�oVATo )
w NIA '�OF X5 REGISTRATION EXPIRES: 09-30-05 R.C.E. No. 19744 Expires: 09--30-05 f,,fgs� PHA 1 = LOT MV"3 7, 11D, lZ and f� Sheet 4 of '7
IN THE Cl TY OF TEMECULA., CA.
PRECISE GRADING FOR99
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PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES Suite 170, Temecula, CA 92590
AT LEAST TWO DAYS RAD=13M 0
BEFORE YOU DIG NOT SHOW ON THESE PLANS, AND IS RESPONSIBLE FOR THE PR07ECT10N --------------- 100, 909-695-5596 FAX 909-695-5597
4)
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
CL
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CONSTRUCTION RECORD DA TE BY REVISIONS ACCID DA-TE BENCH MARK ESS Designed By Drown By Checked By Dwg No.
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0� Exp. 09-30-05 _V MR. RONALD J. PARKS, R.C.E. TRA CT NO. 23209
Vertical I DEPUTY DIRECTOR OF PUBLIC WORKS MVA
TO
FRANKI A. ARTIGA, R.C.E. 61860 TO (SOU7H)
P - - 9W89---
NIA OFheet 5 of 7
RO VA TO OU
TRA C NO, 23209 (S TH)
REGIPA TION EXPIRES: 9q� 0—05 R.C.E.RCENo. 19744 Expires: 09-30-05 PHAW I LOT NOS 17, 1A 19, 20, 2t 22, 23 ad 24
IN THE Cl TY OF TEMECULA., CA.
PRECISE GRADING FOR:
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
DIAL TOLL FREE STRUCTURES SHOW ON THESE PLANS WAS OBTAINED BY A SEARCH OF
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AT LEAST TWO DAYS PROTECT THE UTILITIES SHOW, AND ANY OTHER LINES OR STRUCTURES 90960 Ridge Park Drive, Suite 170, Temecula, CA 92590
-695-5596 FAX 969-695-5597
BEFORE YOU DIG NOT SHOW ON THESE PLANS, AND IS RESPONSIBLE FOR THE PR07EC71
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
as
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Dwg. No.
CONSTRUCTION RECORD DATE BY REVISIONS ACCID DATE BENCH MARK 1111111��'�ESS/0* Designed By Drawn By Checked By
SCALE 19 Recommended By.• Date: CITY OF TE ME C ULA DEPAWMNT OF PUBLIC WORKS
1k. 4,�p FAA PCHIRM FAAIMAM &Z&f
0C Con ftuctor Horizontal N, 0_1 'A0
SEE SHEET PRECISE GRADING PLANS
$._
NO. 1 0 No. In No rn 7/8/6 PG - 06
AS SHOWN Uj A ccep ted By. Date: TRA
Inspector cc Exp. 09-30-05 -10 MR. RONALD J. PARKS, R.C.E. CT NO, 23209
Vertical DEPUTY DIRECTOR OF PUBLIC KURKS ---- ------- -
MOVA TO (SOU7H)
--
A*cdow FRAWK A. ARTIGA, R.C.E. NW 61860
NIA OF cp,0 REGISTRATION EXPIRES: 09-30-05 R.C.E. No. 19744 Expires: 09-30-05 Sheet6 of 7
FL: - - i - 0 PHASE 1 LOT A10'S 24 26, 27, 24 29, 30t wd 31
TRACT NO, 23209 TRO VA TO (SOUTH)
PEE, SH E
IN THE Cl TY OF TEMECULA., CA.
PRECISE GRADING FOR:
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PRIZ67F ENMEM"S N TICE 10 IHE ONTRACTDR.-
DIG AL
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
C- Pit &w Cbmxzem
-4--d EXISTING U77LITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
:D 1-800-422-4133 m # # a an M 2w
0 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PwmEwistaNNERM twAr/M
AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Pork Drive, Suite 170, Temecula, CA 92590
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PR07ECT10N 909-695-5596 FAX 909-695-5597
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
CL
CONSTRUCTION RECORD DA TE BY REVISIONS ACCID DA TE BENCH MARK ESS/0' Designed By Dro wn By Checked ByIDwg. No.
7 TY OF EMECULA DEPARTMENT OF PUBT1C WORKS
SCA LE Recommended By. /ACME -c-e-gitZed* Date: C
A FAA PcH17?m FAA/MAM If
7
Contractor SEE SHEET Horizontal C)
1 0 , PRECISE GRADING PLANS
n NO. 1 'r Z PG- Q 7
11� NO. 61 No rn
00 Inspector AS SHOWN rn Accepted By. Date: _ �/4 CT NO., 23209
Exp. 09-30-05 :b
MR. RONALD J. PAR R.C.E.
Vertical DEPUTY DIRECTOR OF PUBLIC WORKS VA TO (&:)M)
I I
TRACT NO, 23209 TRO VA TO (SOUTH)
CIVI FRA A. A R TIGA, R.
C.E. 61860 Sheet
CD NIA OF REGI TRA TION EXPIRES: 09-30-05 R.C.E. No. 19 744 Expires: 09-30-05 PHASE 1 LOT NOS 29, W &PW 0 t 7 of 7