HomeMy WebLinkAboutTract Map 32437-3 Lot 40-42 Precise Grading GRADING NOTES
1 ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO, THE 1998 CALIFORNIA avvwmvm
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23, 218 190p
AND IF' APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES
GENERAL PERMIT' FOR CONSTRUCTION ACTIVITIES, PLAN
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE' A MINIMUM OF 1%. MODEL G
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A LVOV
MINIMUM OF 2' AWAY FROM "THE TOP OF GRADED SLOPES. FINISH GRADE SHALL
SLOPE AWAY FROM ALL EXTERIOR WAI__LS AT NOT LESS THAN 1/4 PER FOOT FOR
A MINIMUM OF 3 FEET. recise Grad "ing Ian
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 I � 18
4� PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
a e
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED n i y o emecu a , of Calif ornia
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT "TO GRADED AREAS
( I V",
TO DIRECT' SURFACE RUNOFF' AWAY FROM THE "TOP OF SLOPES.
LEGEND PWWJ CT <2
5� ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 00-00 sl
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY "TOP OF CURB
TC
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE F�
6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULAS H I G H P 0 1 N T HP TR 324 7-2
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FINISHED GRADE F'G Z/
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE�
/A
GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES.
FINISHED SURFACE FS
' jR 32 37-3
x/,
1Z
x
7� FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
7
ONE FOOT.
TG
TOP OF GRATE
X
TECHN CAL TR 32436-F VICINITY MAP
/� z /,qu, ,x
8. AL.L. GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE GEO 1 4
TS X X
PLAN REVIEW FOR TRACT 32436 AND 32437 BY LEIGHTON AND ASSOCIATES DATED MARCH 22, 2005. TOP OF SLOPE—
Z
NOT TO SCALE
/X/
TWO SETS OF' THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS X
X
DEPARTMENT WHICH SHALL- INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION
GARAGE FLOOR GF 0000,0 x
-THAT' GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY
SOILS REPORT.
,"/4
PE 0000�0
Z
PAD ELEVAT ION
-TRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48
91, THE CON z
HIGH POINT
F I N I SHED FLOOR FF 0000.0
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION,
-0
"THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE PAD ELEV. MIN.
/Z/
FOR EACH LOT. z", A
PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-641 -1 ,
WATER SERVICE WENHAM WAY
xx
�z'
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION Z 6 MIN.
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY SEWER SERV I CE .............. zx, MUDSILL
DURING THE GRADING PHASE. D R I V E W A Y IN GARAGE AREAS "1z "1z
GARAGE FL.0 R SILL IS 6" MIN � 1_-__.__ I V ,
11 . POST--GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, 10,m 10,fiv,
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF' ABOVE GARAGE ........
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPE TR 32437- 1 FLOOR SLAB (10T
TR 32�36-F S B VARI��*** B C VARIE5C
VARIES
SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
Non)
WITH BACKFLOW PREVENTION DEVICES PER THE UP.C. LOT NUMBER GARAGE DETAIL PAD PAD
12� FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 1A
J) FF FF
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF UN I T TYPE/ELEVAT I ON
z z z
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN R
�J
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL I NVERT ELEVAT I ON I E WAVERLY LANE
APPROVE PLACEMENT OF' FIL.L. CD ..............
AMOUNT OF' EXTRA DEPTH 12 MIN. ABOVE PAD ELEV. z -4
13. "TEMPORARY DRAINAGE SIdALL BE PROVIDED UNTIL PERMANENT' DRAINAGE STRUCTURES 00 z z 0
FOOTING REQUIRED 00 -
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 10,Z 20
ROUND OFF TOP NO 10,t ME
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
GRADING OPERATIONS,
EXTRA DEPTH FOOTING P/L
14. DUST SHALL- BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ADA PATH OF" TRAVEL R W-
15. STABILITY CAL-CULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED TRAP FENCE TYPICAL SIDE YARD DRAINAGE,
CIVIL ENGINEER, SOIL. ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
SLOPES OVER 30' IN VERTICAL. HEIGHT, WHERE: 18' M I N TO GARAGE DOOR AN 10P MIN TO BUILDING.
OTHER PORTIONS OF THE STRUCTURE PATIOS, PORCHES,
16 . A REGISTERED CIVIL ENGINEER OR LICENSED L-AND SURVEYOR SHALL.- SUBMIT CERTIFICATION TR 32436— 1 ? 0
OF" BUILDING PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION SECTION A-A ENTRACES) MAY BE SETBACK A MIN OF 7
(WITH RESPECT' TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT Fr`-77�1 THAN 5' IN VERTICAL HEIGHT CORNER MEASURED ALONG THE PROPERTY L I NE.
GROUND SHALL BE GIVEN, BRANDON LANE ANSELMO WAY VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
'THE SUM OF -THE SIDE YARD SETBACKS IS NOT LESS THAN
17. EROSION AND SEDIMENT CONTROL: -THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
NO� 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE 'TO THE STATE MINIMUM OF FOURFOOT SETBACK AREA, FREE OF ARCHITECTURAL
NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. CONSTRUCTION NOTES & QUANTITY ESTIMATE INDEX ,- MAP ENCROACHMENTS SHALL BE MAINTAINED ON ATLEAST ONE SIDE.
18. EXISTING DRAINAGE COURSES SHALL.- CONTINUE TO FUNCTION DURING THE RAINY SEASON. —
NO OBSTRUCTION OF" FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED, NO, ITEM QUANTITY UNIT SCALE: I " = 50'
19 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO LOT GRADING (5 LOTS x 50 C�Y� ) 250 CY VAR I ES VARIES VAR I ES P/L_
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LOTS INCLUDED 6 MIN. 6 MIN,
02 INSTALL- 3" P.V.C, SCHED, 40 3' MIN. 1 ' 1 ' 3' MIN. 3p MIN. 1
36.0 LF
201, THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A ........ MUDSILL MIN. MIN. MUDSILL MUDSILL MIN.
PUBLIC RIGHT--OF-WAY. -03 CONSTRUCT 3" A.C. OVER NATIVE SOIL. 5,952 SF \_------__ /--"- 6 MIN,
50 0 50 100 150 F G I F G FG
21 APPROVAL OF' THESE PLANS BY "THE CITY OR 11-S AGENTS DOES NOT RELIEVE THE APPLICANT PAINT 4" SOLID WHITE PARKINGLANE 220 LF
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS ...... EXTRA DEPTH
E
DISCOVERED DURING CONSTRUCTION, UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL_ 05 PAINT SOLID BLUE HANDICAP PARKING SYMBOL EA GRAPHIC SCAL,.E FOOT I NG
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, 12 MINi, 12 MIN. =--PAD EL.EV-F'G
(D INSTALL WHEEL STOPS 13 EA 2: 1 MAX.
22. THE ISSUANCE OF THIS PERMIT BY 'THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE WHERE NECESSARY
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF' 07 PAINT 4" SOLID BLUE HANDICAP STRIPE 0 2' O.C. 180 SF 2% MIN. 2: 1 MAX. 6 TYP. 2% MIN. 12" MIN. 6" MIN.
sTAFE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 55
217. M�X_. __9_1N. 21% MAX. 2% MIN.
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE INSTALL 2"x4" REDWOOD HEADER 55
(D 296 LF ro
CLEARANCES FROM THESE AGENCIES PRIOR 'TO ANY SITE DISTURBANCES OR GRADING. 21% MAX.
55 '
CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE) 2112 SF SECTION 13-13 -SECTION C-C N
3 SEETYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE z
00 CONSTRUCT PRIVATE DRAINTHROUGH CURB PER DETAIL ON SHEET 2 3 EA i i �c
ASSESSORS PARCEL NUMBERm __ - 1 2 DETAIL NOTES
INSTALL 6" GRATE PER N.D.S. NO, 4.0 OR EQUIVALENT '0 -
(1-1) 3 EA J m__E_r 0
916-410,-005 ........
916--410-004 CONSTRUCT DRIVEWAY APPROACH PER C.O.T.
03 STD NO. 207 (4 EA) 471 .7 SF
;kVK,rN-6 r-T2 7,-Vfg-E—ET-T ER,T
-fff IN_T !�6[rb_W I f r_fC-_`N�'_
104 VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (5EC 1129B,3 1 EA
LEGAL DESCRIPTION 8 INSTALL 4" P.V.C. SCHED, 40 12, 1 LF
TRAP FENCING PER LANDSCAPE ARCHITECT'S PLANS
............ -------
LOTS 1 p 2; TR-324,372p M.131 393/PAGES 23--28 106 259 LF
LO TS 40,41 � 42; TR-32437-3, M�B. 393/PAGES 29-34 @7 ST, DRIVEWAY APPROACH PER C,O,T, STD. NO, 207A 260.7 SF V)
OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. TYPICAL FOOTPRINT
N I—
SCALE: 1 " = 40' EROSIOiN COiN ROL BE IN
COMPI.-AANCE VVITHTHE ROUGH
PAOG-0335 LDOO-W2GR
PLANNING N DKSK'IN 0 CONSTRUCTION SOURCE OF-TOPOGRAPHY OWNER / DEVELOPE BASIS OF BEARING NOTE
GRADING PLAN FOR TRACT' 32437 BUILDING AND SAFETY 0
INLAND AERIAL LENNAR HOMES THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST z
7117 ARLINGTON AVE. , STE. A 391 N. MAIN sT. , SUI'FE 300 FOR A PORTION OF THE CENTERLINE OF' MARGARITA ROAD AS SHOWN PER LD04----295GR 24
40810 COUNTY CENTER DRIVE RIVERSIDE, CA. 92503 DISABLED ACCESS REQUIREMENTS ONLY
TEMECULA, CALIFORNIA 92591-4679 (951 ) 687--4252 CORONA, CA 92880 ON A MAP OF TRACT NO, 29286, MB 298/86--891,
CONSULTING 951,676.8042 m FAX 961676.7240 www.RBF.com
DA'1 E OF PHOTOGRAPHY 08/20/04 (951 ) 817-3500 APPROVED BY:
N�
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY -1EET NO.
SCALE S1
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN EH E'H MD RECOMMENDED BY: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL
...... PLANS PREPAREQ UNDER THE SUPERVISION OF'
COUNTY BENCH MARK T-46-81 RESET '1997" V-4 �p
114�11
ACCEPTED BY: 0, DATE:
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No.60132 PRECISE GRADING PLAN
I N S P E CTO R THE SOUTHEASTERLY CORNER OF THE BRIDGE be
....... Exp. 06/30/06 RO�ALD J. PARKS
Tract No 32437 2 and 3
p
p p
I ct fT I st t
7/7/
OVER SANTA GERTRODES CREEK; 4 5' ....... PRESCOTT MODELS
JOHN TANNER DEPUTY DIRECTOR OF- PUBLIC WORKS
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL
01 v I\.
D A T E C 0 M P L E T E D -32437-3 LOTS 40-42 - WENHAM WAY
CONCRETE SIDEWALK. TR
R.C.E. NO. 60132 EXPIRES- 06/30/06 R.C E. NO, 19744 EXPIRES- 09-30-07
ELEVATION = 1097� 163' N/A OF Ck
TR-32437-2 LOTS 1-2 - BRANDON LANE OF2SHEETS
R/W
O° 5$ INSTALL
FL OF PIPE 1/2" __,_.._............._. SIDEWALK REMOVABLEABOVE GUTTER 6" PLUG
I NE
INVERT ELEV, A 4" PVC--
PER PLAN _j 27o
0�.
-FRAC-F BOUNDARY
TR 32-4137 - 2INV ELEV PER PLAN
CURB & GUTTER-,_,_,.._.
p 3"x4" REDUCER 4"x4%4" TEE
as ,�
MIN PVC (SCHEDULE 40)
.. , __m .M.
. a
IKE11.mm1 - 111 " PmT 111 ,
T ° 12.1 12°7 [--Tl
13°3 13x6
TS ELEVATION
57,00' 37°00' 57,00' 51,04'
72.00 SLOPE 2 " 1 MAX ? 72.00 41 09.2 � 12.00 00
- -
___ .m ,
_, __ S1OPE 2 p 1 MAX F L ISP E . . _ _ _ ,`SLOPE 2 17 MAX c
W 09,1 H �" 09°9
1 1/2" MIN. COVER---
T
° I FG
FL „w
"
r� 09°2
°7
1 v^^ ,..,,,,...........,.,�......,....,.. ' k-TMi '9.'°t�F a •77-77
�$ 77
1
FL FL HF a
r . F b'
E� 8
LF: OILET • eos:07°6FL v.., � I _m 0 . "FL
P 1FGFcal, 1 _ ._._. ,
tg• , ,eµ,
TS °2 FCS FG
0 •4
98.00' HP-FL FL-HP 0 °208.7 F C _ 1 0'° I O"
FL
Fc
7
cN
F 06• SECTION .�
r F 7"40 r 09°2 p.,,. L40]
FS
p 1 T R7 , 1 M B)
4a7. Cd - .r' !C L o- a v ; 09.0F
N
1 EAll
2.0 -F-9--- 7•,3Q 7°37 7> 0 2 ' � _,_ 6 .. PEmm1110.7
DWY _ I _ 11 FF 1110"
1 1 41 F F 6 .C} -- F __w __ OF 1 109
F
e 1 ,i _ 11= ` 06 9 _� FF 1 109. 09.9 P 1 1(9" c s
.m _. 7.37 �, __ °F E4:21L- ._
FL FL-
14.41 'I 0 � 20" � FF 1109• � 6 9
a 09
_ �.__ 06. _ 10.26 FS 1 c ! b
_ F
I PE 110 08.8 g 1 1 a OF-1109.,�
e 4 �-
x
4cy) ( FG
1.3
q I 7 1 cos
9,4000
r r 0 °2 a - 10,16 �-
F _
. ' 07.04. a PARK�� ���' 07°,1� �- ��'w ,-, � .Or 07 a ,� ,,a _ .. ._ -�A C���� BOUNDARY
M 04.E
F;
1 .0%
PE = 1 107, ' - ' F FCS <�° 7° 2 07° F 09 7 9
F 10 09
TCS __ _ __ w .. _. a „
0 .1 ._. _�,__m_�,__. 06°° 0 �' 07 a 2 ��� 06°7 ,99 �° �° • 1
R �.._ -G F F 17. p_ 11 6.33TG '
° \ 06.9 ' 7 22 �� ,.. . C1p x
°
9 .CSC} 0a 2. 9 ] F 9 .20 mm " L W 3 TEP m 2CONSTRUCTION NOTES
2 _ M X FO FI„ a , GF = '1109 2 FS - 3 STEPS R ca FS
1 1 " �^
w.
t �-
06.70 , ° �_ _ , .m_ - 46
91M 0
INSTALL 3" P.V.C. SGHED. 40
�' � 11 7.21 TG � �' �
OT PARK NG LOT 1 cv coy. 5 F �,
17 • I _, F _ ` 1 106. _--_ a 4 1 _ _M _. .� µ ( , CONSTRUCT 3" A.C. OVER NATIVE SOIL
Z. 12 66 0 1 1 FS ° -fit c�r�
DWY �,� 7.36 a 08,91 - �� ", ro 10 . c .._ •_ .. ,_.v_ _,_.._._, _ .,_,_._.._ ._
t� .13 FS B I 'cv s F Fpm 7.4
7,00 t r ° c as 4 PAINT 4 SOLID WHITE PARKING LANE
a
-913 UA
_,
L, m... 4. 1% I it
C 7 0 °4 r d _, Fl.,r� ,° °9 TO Vo
` a 5 PAINT SOLID FLUE HANDICAP PARKING SYMBOL
If
7.15 MIN .v..._. F 1 07° 9 S 47 E r1 __ ._, _6" SEWER ___ _
" _ __ _ INSTALL W EEL STOPS
' �
.., _ _., _...oca _a FS-C F1 1 _ 08,13 '7°1 TG . ° (TYP )
° 1 1 '1
H
_mm.._. , _ 04.96 ria 14 2.0 % 06°6 _ �, ,_ _ _ . _._
FL _ F _,.. FS 6° 7 ._�_ __� c PAINT 4`a SOLID BLUE HANDICAP STRIPE 2' O•C.
m 2"x4"
!A tR
i t a �, � � '` MAX .,m... ., ,.mm �,.. e-.., ,r 0
' 07.0 0 07,65 U; _._ _. _ a
INSTALL x 4 REDWOOD HEADER
34 41 F 7°24 FS 7.24 F 7.60 1 F FL ' ��
1 6.2 3 6"9 _ ._.._._ ._. _.�__ __„,..._ p> WATER_ _.._.m_ __ _..__ .._ _,_ _. m_ �.�.._.. .,, 9 CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE)
04. 39 .4 -• `
c�a F00
_.__ _4__ _.,,,_m. _ _ __._ __,.__ ._-_.__. .a._ ._ w 1 F V. Dw "o ._ _,_ __ _ ____,. ,. m_ _..__._..___. ___ _ _ _._.. _ _._____,.__..__...� 10 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET
as R4. 1 ' I 09a9 07°77
F 5,04 FL _._ 7'6 0 ! 1 T _ FS 347 3 0 ,3 q
G INSTALS._ " GRATE PER N.D.S. NO. 40 OR EQUIVALENT
1
1104-20 6 FS-GB ,� ,F 06 F 4 1 ,._.__, _ . ,. ...m__ ._.,_._.__ __. _'___,. ._M_m .m _ _.
Or^
1"7 I H FL -_ , . , 6.�3 W , .55» 10 13 CONST. DRIVEWAY APPROACH PER C.O.T. STD. NO. 207
X31 .
° 6" "00V_
14 PAINT SOLID WHITE "NO PARKING'' 12" MIN LETTERING
6.85
_.,. VISIBLY LOCATED TO TRAFFIC ENFORCEMENT ('SEC 112913.3)
W _. S I 1 INSTALL 4" P.V,C. SCHED. 40
1 /P
I I TRAP FENCING PER LANDSCAPE ARCHITECT'S PLANS
R I �- A C�TBOUNDARY'_ � � 17 CONST. DRIVEWAY APPROACH PER C.O.T. STD. NO. 207A
/`W 1� 1
t
I 1 I
0 �BRANDON LANE TR 321137 - 1 ANSELMO WAY 32-fl-F137 -- 1
EROSION CONTRO[___ TO BE IN E
O O O C O COMPL T ANCE VV ITH THE R6i
GRAD INNP[-..-AN FOR TRACT
324-37
GRAPHIC SCALE E ROt" 9 '
--D
0
V)
_jw
8
spa
CL
BUILDING AND SAFETY z
"
ca
9
i
40810 COUNTY CENTER DRIVE N
TE E �.A,CALIFORNIA 991-479
w
961.676.8042 - FAX 961.676.7240 www.RBF.com
APPROVED BY; _ _J 06
NAME DATE
CONSTRUCTION _ N CHECKED Y
SCALE j _, __..__ _� ,_.. __ ,__ ._ _ .__. _m,__ ._____,_M_ ._ __ _ _ ....._ __ ,m. _. _ SHEET NO.
.
EH EH MD RECOMMENDED BY, , _ � ____._ �ATEa0DEPARTMENT PUBLIC �
1/2" DIAMETER ALUMINUM DISK, FLUSH IN ,. _ .v_ _. _ W �° �a
CON TRACTOR M _ CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL PLANS" PREPARED UNDER THE SUPERVISION OF
_ 997 D ACCEPTED BY: DATEp � x
EASTERLCOUNTY Y BENCH IHERCENTERL CENTK T-46-81 ERLINE 79 AT ' � - ��
I N PEGTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE PRECISE GRADING PLAN
AS NOTED n 132 � ,. mw 06 DA RONALD J. DARKS �� � �, �
OVER SANTA GERTRUDES GREEK; 4.
4d A
PRESCOTT MODELS
NORTHERLY OF THE SOUTHERLY SIDE OF THE ��,�� VERTICAL_.,._. „_..._.. 8 JOHN TANNER DEPUTY DIRECTOR CSF" PUBLIC WORKS rYd It ;per AYf.\�,,1`4r
civi
DATE C0MI`L_E..`ED CONCRETE: SIDEWALK. � 60)132 - _ _ _ �
.m __ m _ R.C•E° NCa. 06/30;/06 1 744 09-, Ca-G 7 � 1"i
_..,._„ ELEVATION 1097. 163 N/A _ .r __ .. P I RES. _ __. R.C•E E. NCS.. , EXP I RE_ a �_ � o .
TR-32437-2 LOTS - OF SHEE TS