HomeMy WebLinkAboutTract Map 30667-3 Lot 1-4 Precise Grading GRADINQ.BOTES
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1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX +
CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ,P
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED PRECISE GRADING PLAN
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPE.
3. MAXIMUM CUT OR FILL SLOPES - 2:1. "
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5 HIGH. ;✓ ;% , ' 'r ''' � y `� PQ'
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT '� �. A•, PRS EC T
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYf, j
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS " s E
✓ � , •: h Asti :
OVER 1 DEEP. ;
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA �'
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ✓`��-,l f,`r' M` h° a / '�„ � �$ - �!�l',�� __' _. _ xi ,.F:••. ..
E OP
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �'i ! '`' R
,
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
�•.,. / / /�� \� � ,>,,`•�V,, �,,••� z.. "• - .. -vx>r'��'. -... .,,.,-' ..G,? ,,.�. � -5"...141,' {
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
30667 3
MODEL TE
2 - peycy . 1y'��,.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG ',, , �'' j tix' / ; °, . `� / w. _.._ ._ .
TOP OF CUT SLOPES. . ,, `r �- , \r
XX
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN "' � •_ '„f �' �•
1/ 1CINIT 1 MAP
` , ; ,•/ \ / ' ,, $ r 1 X1''1,,,
,? ✓� ire/°J "4 r�i �,•� ..,'10 � F !�'S'• t ' r� � � � �'t l °^�t 4'
ONE FOOT. ,,f ,? . :� NOT TO SCALE
1\fir ,, ,.� � )•
,'I ,. '~r •+r' w:?w'"'�J•r.�/f ,q,J�•r `+ ;, ` \v'� i', f+",•J % / pO,. r '• \", s'" '.•- \,. .r•.,r 1,�, 1 �X ti.-' Y ��\
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
,r .•• `. J J f f `1 .i' 1 1 1'
.r T
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES N
LEGALESCR I P TI ON
1 2003 D
DATED NOVEMBER 0,
WN ON A MAP OF
r _- �' , ::� �:` ;� `; � � �}'1 '�r-- •�- -,. .__ •,.� ,,_..- ,� ''� �4,�.. r,� 1 _ ;:,.�' �'°�`' BEING ALL OF LOTS 1 THRU 4 AS SHO
REPORT HALL B SUBMITTED TO THE -
TWO SETS OF THE FINAL COMPACTIONS E + _... _ ... - ,�` TRACT NO 30667 3 TO BE FILED IN
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- �'` ? 1 ' - �` y �' r- - � ``'?�
�' ��,d (t D + RECORDS OF RIVERSIDE COUNTY, CALIFORNIA
NDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. E�, Y. -. 4 l =_.x�y. �, __ 0 ,� _ YY y►'' ,�
' 1 � �� ��.1� e� �?tr`�.^@ ' ��� �� ""�..�.� ... �"f�,�� i .�._ ':i �'1 �/d l +� ��� •"�uc � .z-' �1'', � i4,A, ry?, ?� 1.1
fix' µ 'I" ? C" • s. / ,
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING ASSESSOR S PARCEL NUMBER
4 V, K ..��=_ .'_•-^.'=�~,, .-.. ,![,\ � � � � f� � a�l: { '..._,_,"„_ li � \ � �' .r' iC-. ` -,. �^,� �.'1 't� .. ,, gyp.
DEPARTMENT TELEPHONE 909 694-6411 AT LEAST 24 HOURS IN ADVANCE - - -�•-- - ", __._____- _ ...ny �: '� - ,,,�. o�w; `t
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC
Q 4 1 -_ - __m- ._:w•� .�:-.: .... ,�
910-110-027
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
!0 �, ',y NU - .• :yw: -� I �� -' " - , k` ; 910-110 076
01
EACH LOT. a' 1 , ......
916-170-- 8
46
11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL �,,�Q; � ( CT
�' � 1,4, �,,`
® Y `�
trr t ��� ��� c (I
___
1
1
,
4
4^
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE _.__� �,� �� - z�7 !;' Z i \
1
d
AN WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM -��
PLANTED �..._.
LEGEND:
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION
F FINAL INSPECTION. �, S t E:, vow r T ,. ti ;.
17.06 PRIOR TO THE APPROVAL 0 �:� E w _ •�r d, , ;' \,.. �;' �;\ �'. .
i �' - - 1 FINISHED SURFACE FS ELECTRICAL LINE ---E
_, _ _-_____ _ 1 __. ��, SEWER LIN
E t ,,. FLOW LINE FL E
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ,r� � � •. � W ,. __.�,_ . ��,� E�� +�;�, �' •�. �, � ,,.\ �',,, °,�r'�° ., _ �� ,���, �
3 _� ._ ' 1 ,'• ..-. , � �......-- ,1 - ;�. ';w�,. '',/ TOP OF CURB TC WATER LINE ��..
v �, ',` •� �, ?� � _ - i,,� I�t .- � 'E e•-�. �., \,/', .�r Iwo..- ,, • ,yv,''/
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ,� w � . �. a �, _. �- , �" _ �, ,�,� �, � ,, _4• - FINISHED GRADE FG GAS LINE
LESS THAN 1/4"' PER FOOT FOR A MINIMUM OF 3 FEET. HIGH POINT HP FINISH GRADE FG
r 1
d
Aly �, PERCENT X EXISTING GRADE (1234.56)
54
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING r1�« t a d, -"- " °� ..% �w - ~ P RAD 1234.56
� �►� � .�; •i1� � �'� ~ "'� ii t1 h ► ? .. - ;�� _-�-_... TYPICAL TYP. PROPOSED GRADE
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA r__•__.____._ __ - r �
~. ,� r __• :s __.. , r ASPHALTIC CONCRETE A.C.
TION WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA L. ,,. + ,., 21 r !; CONSTRUCTION NOTE NUMBER Q
4 GRADE BREAK G.B.
- -..
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL
11 EDGE OF PAVEMENT
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. CATCH BASIN CB
r
_ 7 TOP OF SLOPE T.S. DIRT ROAD
w
-_
_ • CUT FILL TRANSITION
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE j oa ��� 1 �', / ��N--- A.C. DIKE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER ' , --, {, "� 5 1. EXISTING CONTOUR ---(�� }�---
1 . aaoo
41 ! SANDBAG LINE
15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- q, ; ; r, , ;, ! �r �. �� �$ �r�fA` PROPOSED CONTOUR 1125
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS ! `�, `, �, �' '
.a _
SHALL BE PLANTED AT 10 ON CENTERS TREES 20 ON CENTER COMBINA �.._. - --,.LL, - - - c-- ___.__
�` ASPHALTIC CONCRETE A G FIRE HYDRANT ASSEMBLY
PROTECT IN PLACE P.I.P.
AIR VAC do RELEASE ASSEMBLY
,, ,�•� _. _._ _..�_ ---
TIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE
�.__{_ __�_. .___._._ __._.___. ___.___ ......_._ ._.-._-. • ;-:-. -• --_.. __ ._..�.,- ..._.... .._..._.. -� _ _ _ _._..__. - •. _.._ GATE VALVE
_ _._.___. W..___. ___. _.._.
___.__. _._ __� m_..�_ �___._ �_ __._._ __..___ FF VALVE
PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER " - ---'- --'- --'__�_ '-W�___ -�._ '_._.. ___..___ _ _.._.- K , .••
i-..__ _1____- -^� __..___ �-..�- .�.._._ __.�._. ,.�. __...___ .�_.... ._____.._ _.____. __.-__... ___...._ _..�_.- --_.._�._ _._____ ___.-. .�._-. _.�_.. ___..�. THRUST BLOC � � ,
U.P.C. CHAP TER 10.R.
- LOT NUMBER ® INVERT INV
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TOP OF GRATE TG
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. INDEX MAP
ENVIRONIVIENTAL-NO •
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE1"=120' THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA
SCALE:
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED
SPECIES ACTS.
18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
RIATE
MATERIAL. CONSTRUC11ON NOTES CLLEEARANCESSFROM IBTHESE LE �AG NCIES PRIOR TO ANTAINING THE Y SITE
19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 1i 129 136 DISTURBANCE OR GRADING.
Q1 INSTALL 9"X9" AREA DRAIN NDS OR EQUAL 16 EA +
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO Q2 INSTALL 4" PVC SDR DRAIN LINE 596 LF _ NO11CF. TO T'HE CONTRACTOK.
ADJACENT PROPERTIES. Q3 INSTALL 3" PVC TEE W/3" DIA. GRATE INLET/CLEANOUT, 8 EA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE INSTALL 4"X3" PVC REDUCER, SEE CURB DRAIN DETAIL STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 4 INSTALL 3" PVC DRAIN PIPE. 84 LF 2+ 2 3 AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA,
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO _ 1 N ^ EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. Q5 CONSTRUCT 4" THICK AC PAVEMENT 93 TON DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR
-
f COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL
UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE
BE PERMITTED. Q CONSTRUCT REDWOOD HEADER 296 LF = _: - ~-
L"' -'s"- - CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO
�7 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD. PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN.
22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, NO. 207 553 SF
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED Q8 PAINT PARKING LOT STRIPING 108 LF
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. SOURCEOF TOPOGRAPH Y
Q9 INSTALL TRAP FENCING PER LANDSCAPE ARCHITECT'S PLANS 253 LF
23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS PLAN TYPES 6470 OG NA STREET, SUITE AIC ' INC
(1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT RIVERSIDE, CA. 92501
FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT
(909) 586-5103
DATE OF PHOTOGRAPHY 8/5/98
BASIS---OFBEARINGS._--..NO
111 o s S t 17320 R*&M Ave. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42"51'35" WEST
. 350 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN
e O K 1 C M �,..CA 92614 IMISTOPHEROMES � U" ^d
Service Alert ON A MAP OF TRACT N0. 29286, MB 298/86-89.
11bice:949-251-AS21 Q& TOLL FRM
S C M Y L T Z FAX: 949-251-0516 *_800
PLANNERS ENGINEERS SURVEYORS 19 Corporate Plaza
�T-Ze00 BUILDING AND SAFETY �
Newport Beach, CA '92660 714-721-8200 Fax 714-721-0660 m �+� om �� m L D 03--318GR APPROVED: DATE: )d 4 �
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE RpFESS/ DESIGNED BY DRAWN BY CHECKED BY _ ` DRAWING NO. a
Q D�rq RECOMMENDED BY: DATE: C
ITY O TEMECULA DEPARTMENT OF PUBLIC WORKS o
3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN �k� ,k
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL .- '15 y PLANS PREPARED UNDER THE SUPERVISION OF
CONTRACTOR - ----- - COUNTY BENCH MARK T-4fi-81 RESET c i -t �-
" _ s r' ACCEPTED BY: DATE: a
1997 EASTERLY OF THE CENTERLINE OF AS NOTED cD No. 42324 r, RONALD J. PARKS PRECISE GRADING PLAN
INSPECTOR SR-79 AT THE SOUTHEASTERLY CORNER OF w ^i DATE: A- 11-04f
THE BRIDGE OVER SANTA GERTRUDES °� 3-31- DEPUTY DIRECTOR OF PUBLIC WORKS
CREEK; 4.5' NORTHERLY of THE SOUTHERLY VERTICAL, ` * HENRY . JIM NEZ _ TRACT 30667-3 (MODEL SITE) LOTS 1 -4
DATE COMPLETED SIDE OF THE CONCRETE SIDEWALK. '�l 1V1 \
F qr R.C.E. N0. 42324 EXPIRES: 3-31-06 R.C.E. N0. 19744 EXPIRES: 9--30-OS '''lam:�= PA04-0124SHEET OFCNELEVATION 1097.163 N/A cA� TITLE SHEET, 2
'A I
CON UCTIO CURB LKIr Pvc I DMN 4RLINESTRN NOTES
3*45
.1� d
...... INSTALL 9"X9" AREA DRAIN NDS OR EQUAL ELL
2Q INSTALL 4n PVC SDR DRAIN LINE
:7 CURB CORE
INSTALL 3" PVC TEE W/3- DIA. GRATE INLET/CLEANOUT,
FOR PVC
w
z
------ INSTALL 4"X3* PVC REDUCER, SEE CURB DRAIN DETAIL
INSTALL 3* PVC DRAIN PIPE. PER CITY STD. 303
CONSTRUCT 4" THICK AC PAVEMENT
CONSTRUCT REDWOOD HEADER P WYE
ST. AUGUSIINE L
CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.
FH
NO. 207
0
PAINT PARKING LOT STRIPING
RACE
.0 .23 IC 90AI Tc 89.18
�Av lI
6 Q PLAR-M.
---------- -rsPLANS
J-
@) INSTALL TRAP FENCING PER LANDSCAPE ARCHITECT'S NTS
-------- ____.. __�..._._ � � t( � j ( c
V
►
88. W.
R/V
54 LF Ar PC 0 12%
88.
10,
8&51 F9 I T DRAM (CLEAN OLr0
8&31
51 51
NDS-13
2 1
7w. 3 67M W.
.74
'22
INVERT PER PLAN
0 OIJUT I
15, M 2% 11:f ABOVE GUTTER
Pvc
R-OWLINE
5.
FS +
PAD=1089-0 PAD=1088,,5 PAD= 1088.0
s 111443,
LA- CL.
GARCE c-i
40 1
08T
40 pvc qr 7 T Pvc
Typ.
PER CITY SID. 303
LA.
4»X3" REDUCER
I TEE
FL N,
2 3 T o r.
cc DUAIL
ILI L ftol Tc ........... ........... R U D RAI N
.......... ........
u-i
LA
f r. ......N- ---,
.0 Tc 4
18&20 W.
A
�3 Jf0f PVC 2 FL PC dr 01 .......... ------- ............
�t� pm 4# a co
PERMIT C) 3 0 u R
To�
W.17 Go K IN ..................
I� 88.00A
108" F
GARAGE
___._.._._._..._-____. . _.__-______ -_ ..___.__..__. AS %M ON PIAN
7.33
LF jr ...........
M8 0 11% OuTm ------
co
4
AS SHOWN AS SHM
97.M X m I Tr
AS SHOM ON ON PLM ON PLAN AS SHM ON PLM
87.98 ft
x 1&4
6* 87. ' w' Q) -,i
co io
88.30 Q ..........
M LK-TL/0 4� \_!!M TYP FL
.40 W.\-!�l
qp- WA ---P 1r FL HIGH Q,,
15, Or)- 18 FW 2% 2%
U .............. POINT MIN. MIN POINT
T� 0 057Z 7.66 TC
--A------------------
2 1 8 7.MW 0"
.20 Ki
1, 81.8 V
I v .0e
FG .44 Y-,
.19 IN
J1 - '--, .1 4 -
2
� �,\� I A i i i
.87.0
�.. _T _ .. ._._. ' B
......... ....... - -----
5* 15' 51-1 c
LON MIN i
I IN
27.1
5 c
31 LF PVC 88.70 TG MI
4
j 1 4.87.84 W. pcj
87.57 E5
FG
cy; 45 IF
00 0 0.5X
W4
v 64
87. 2 19 w /a I I
co
II ch Is LF 4c pvc 0 0.5%
E" -4c OWN--
20.5 LF ,( PVC 0 t
7.8 A'
2 e rn
j,
6
GARAGE 4. 44�
V
;
/ / Q / • 76 LF Ar PVC 0 OM
15 SALES 'co ly
OMCE le ji
2
9
Lr 0 9 41 PC
N.00 R-
0.5% 1 -90 H.P. LDWj--
IRM, SET BXK
Ad 10F 71011011 PAD=10189-0 PAD= D . PAD=10881 TYP FL TYP FL TYP FL TYP FL
OD
LSEr BACK
--------- ------ ---
ION-3 v
fl low IV, � ' ;-
Z.I 56 1 sm
lm.6 -07# air
1088.3 F
2
I �21
co1c. MR sraps cm.) SHOWN
^ r=ow.0 7 FS AS
WTAWC WLL • ON PLAN ON PLM
.75 W.
PER SEPERAX .0 8
PEFOAT
SGNAGE PER CBC1 129IL5
I .
PNN OF
TC Tc
-Tc
87.
AS SHOWN ON PLM AS SHOWN ON PLAN AS SHOW ON PLAN
L0
PAD=1090.6 0 10 20 40 80
It
-LOT-DRAIN AGE DETA.1
Krs
84
51p W PL 51 MIN 5' MIN -PL
SCALE: V*=20' lop 4
...... A 0.5' MN MIN 20 M1IN 20 W 3* MIN 0.5' MIN 0.5' WN 30 ka 2* M-
_---'.. t
15' TYP. VARIES
. 1�1 ---Y MUIys11 I MUDSIti MUDS11.1
via
FG PER
PAD=:1 OW7 0.5' 0.3' MIN. 0 M.P. PLAN N.
F.F
PAD=1090.5 R. PER
2% kmN. 1% WN it MK It MIN. I f MIN.
0.5'-J 4% 4% MIN. 2:1 MAX
mo it S 1 1"20 ft"Am. DRIMMY W01 TYPC& FINISH GRADE-) 21% 21% MAX 21% MAX MIN
Sub*330 LOT wm PAD ELEV. MODEL mw 5EQ11 ON -B SEUOH Q-Q
a 0 K I C N kvim,CA"614 1 16.00, 1090.1 2C PAD ELEV. NTS NTS
Vaim:949-251-8821 2 12-08' 1IM9.6 IBR SECTION A--A, BUILDING AND SAFETY
3 12-231----- 1089.4 3 IRANS1110N FROM ROUGH--GR.A..QE IQ -EINISK--GRADE
SCHULTZ FAX: 949-251-0516 4 15.M' 1089.3 NTS
GR APPROVED: DATE:vp�,4 se
PLANNERS ENGINEERS SURVEYORS LDOJ-Jl8
DRAINING NO. 3w
DESIGNED By DRAWN BY CHECKED BY
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK :-Ss/0
SCALE RECOMMENDED By.,e&er- d4gf -D A TE:A414o4 CITY OF TE M E C U L A DEPARTMENT OF PUBLIC WORKS
3 1/2- DIAMETER ALUMINUM DISK, FLUSH IN �k� y R J/ �� o
TE CURB STAMPED "RIVERSIDE HORIZONTAL
CONCRETE PLANS PREPARED UNDER THE SUPERVISION OF
CONTRACTOR 1�
COUNTY BENCH MARK T-46-81 RESET ACCEPTED BY: - ----_---DATE:
1997w EASTERLY OF THE CENTERLINE OF AS NOTED No. 42324 .510 PRECISE GRADING PLAN `�
SR-79 AT THE SOUTHEASTERLY CORNER OF m I C 0 A DATE: 4- RONALD J. PARKS
rTl
INSPECTOR THE BRIDGE OVER SANTA GERTRUDES Exp- 3-31-2006 --b DEPUTY DIRECTOR OF PUBLIC WORKS
CREEK; 4.5' NORTHERLY OF THE SOUTHERLY VERTICAL lor CIVIL �M'� RY JIMOEZ ------- ----- TRACT 30667-3 (MODEL SITE), LOTS 1 -4
SIDE OF THE CONCRETE SIDEWALK. 71�1
DATE COMPLETEI) 0 "Ic R.C.E. NO. 42324 EXPIRES: 3-31-06 R.C.E. NO. 197*4 EXPIRES: 9-30-05
ELEVATION 1097.163 P A 0 4 012 4 SHEET OF 2
N/A
7"*4*_l *23 1
A