HomeMy WebLinkAboutLot 50-76 - Precise Grading GRADING NOTES4183
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract Nos RAt Rfl�
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
■ ROAD
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE .� m
reciseW Gr ._
SALES SHALL
L BE A MINIMUM OF
0 2 DEEP AND BE CONSTRUCTED A MINIMUM � �
asp
OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
� J
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . ots 50 76
4. PROVIDE 5WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE T ■ J` VIA RAMI ROPE .
FILL SLOPES OVER 5' HIGH. ALL � PAUBA�G � alifABE
a � aIn Cit of ar i
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � �Q
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SAS
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS a ROAD o
OVER 1 ' DEEP. o
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND W
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0000.00TIC
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE \ PIO PIS
'°gyp RD
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
HIGH POINT HP
TOP OF CUT SLOPES.
ANLLA
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG ' ax HWY. 79 WAY
ONE FOOT.
FINISHED SURFACE FS
PM 31 33 TO SAN DIEGO
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS OF 30 34 `_ PROJECT SITE
THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTAND DATED GARAGE FLOOR GF 0000.0 29431 /719 7a TRA CT
TO R 1 1 9 25 / 35 _ Of
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 / 36 �oR To �' 1 �''
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 26 37 4. Ro VICINITY MAP
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 79
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. x? 38 - _ / NOT TO SCALE
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG WATER SERV I CE ------A-MIN 26 62 39 �'�r r` -- ----- ---- - -- -r--��----r---� -
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT. DRIVEWAY 83 sa 42
2c ss 43 ►�
44
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - - 4 �� ;8
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE 23 76 57 - Ga 128 27
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE -- --�-- •-- ! 5655
_ �7 ►2 70 s�
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER '' 22 i 54
1
12 � ss _ - � � � �, 2s � HIGH POINT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 75 53
UNIT TYPE/ELEVATION \?A/ ' 52 ��. 62 m 2� PAD ELEV. -0. MIN,
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS a 21 s7 51 -� A
74 \ X3 1 'L
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS INVERT ELEVATION IE � �� E 50 �� � .�"� m °rb � 24
MATERIAL. $a 73 467 + 31 z „.,.,
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN BACKWATER VALVES BW 51 �2 '� / 23MUST BE
> Q �I TRACT �0, 24�$��� � 32 �
CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
1 69 72 pAfth; SITE
PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF 77 22 33 , I 10 TYp. 10 TDTP.
ILL MATERIAL.
i
49 7 A 8 /' 21 78 I 5, (E7" 5, 5, t� (DUPT 5,
I 2 ?i2 71 al � 47 � � �, / � B L7 � C I
14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF - 44 43 42 4 t 7 3s m ,// ® 20 I MIN ffm MIN MIN gym) M I
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL _ - - VIA_ -----� _ 39 3S 3 .
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO i 3 I- ,° 19
ADJACENT PROPERTIES.
_ I PAD PAD
15. DUST SHALL BE CONTROLLED BY WATERING `� r 1aTRACT
G OR OTHER METHODS AS APPROVED a 9 16 �� t2 t3 1t >5 % ,a !� �� 17 z FF FF z
BY THE DIRECTOR OF PUBLIC WORKS. I 5 6 7 ' 2 31 00 4 (40M ® f I 1fi a� 16'
�� I s 6 7 m m 16 yc I MIN. MIN.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE \ - so CAMPANI WAY e1 $ g 10 11 12 13 14 15 . I Z Q
� s
MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO ��- - - � - -�L I z - z -
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 7 C14
-' �••�.� - _ _ - ��,,, ��X r �MSX T
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) r A CC/T
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT R W 0
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 24182
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD DRAINAGE r,
v
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- � DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. �
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL o
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
m
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE o
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SCALE: 1 " = 150
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS " MIN, 5 MIN. MIN. x
5 MIN. 6"
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 6 3' MIN. 1 ' 1 ' I MIN.
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT LOTS INCLUDED
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER MUDSILL MIN. MIN. MUDSILL
10.R.
' 40' d. ..
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 40
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 40'
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 40' 7 i12" MIN. 12" MIN.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Plan 1 Plan 2I Plan 3 Plan 4 r 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. o Q J 12 MIN. ABOVE PAD ELEV. 219 MAX. MIN. 21% MAX.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE - � o r J --� - �* �
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- I ROUND OFF TOP SECTION B- B
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 5'
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. E
0
n
TYPICAL FOOTPRINT 5' M I N. P/L
3' MIN, 1
NIT,& '
MUDSILL MIN.
SECTION A- A fi" MIN.
FOR REAR YARD SLOPES GREATER a
THAN 5' IN VERTICAL HEIGHT
UNDERGROUNDBENCH MARK 12" MIN. 2: 1 MAX• a
SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER 0.
O rLJ►MPIIMO ■ Dt.ION ■ corl.rwucTlON _ BASIS OF BEARING NOTE 2% MIN. 6" MIN.
ALERT COUNTY OF R I VERS I� B.M. NO. T-1-81 EL=1026.428 ROBERT BE I N, WILLIAM FROST � ASSOC I ATES BU I E COMMUNITIES
2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 219 MAX. �
FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 27555 INEZ ROAD SUITE 400 11260 EL CAMINO REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0.
GALL T� FREE ■ ■ ■ "M RVA sul 4W
� IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 200 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SECTION C- C
1-800-422-4133 CONSULTING 0007 BW ■ FAX 9W.G 7M . wwwAWbm (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 SAN DIEGO, CA. 92130-2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS (858) 794-2400 EXT. 255
TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. DATE 3-24-99 FIELD SURVEY DATA ATTN: RICK SCOTT COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. LDQ 1-Q$3G R
DESIGNED BY DRAWN BY CHECKED BY � Drawing No. �
UCT I ON RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�p I E S S�pH' la
�p ` A. JIMENEZ A. JIMENEZ M. TYLMAN RECOMMENDED BY. DATE. O CITY OF TDEPARTMENT of PUBLIC WORKS
A.
Contractor HORIZONTAL ,``� `���� jy��� Plans Prepar Under The Supervision Of
n
" ACCEPTED BY: DATE: a
1 = 20 No.43090 r Q U I N T A N A a
Inspector p 3/31/04 Da t e: & Q DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 41
RONALD J. PARKS ti, 2 83
M I HAE A. T MAN �A.. _ �='��==a Q
Date Completed VERTICAL Jr� C/ fit. ���� , ^ LOTS 50 -- 76 ~
/F off- �kvx\, R.C.E. No. 4 90 Expires 3-31-04 R.C.E. No. 19744 Exp i res 9-30-01 �fr,�,i9e8::
N/A PRECISE GRADING PLANS PHASE VI SHEET 1 of 3
� r LOT 78
1
I Y 1 ! 1 !
t �
! y
34.85 Y
�
I I 4 1.2 1 I LOT 77 I t
I I 2: 1 SLOPE
� ! .07PI I i
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/ �
2: I yL�, / Sp. �4, 5,08*
! I 1 I 55-08111 \ I
! ' y 55.05' \ I
r r C '
I
5' DRA I NAGE I * 2: 1 SLOPE I
4 .► ! j 2: 1 SLOPE
EASEMENT -
- - I �
1 - _ _
\ 1109.9 ��;O 1114.8 - c ( r? 1119.6
/ ,10'►•a � 1 `� 1 °i � ° FL-HP * � FLS
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/ MI z�� 1 C-4 � o \1 FLAB �."4i I N 9. MIN. bt
1 / N 9. --,•
p 110 4' I 1116.9 o z I z 0 1121.7 I
p8 , "„ 0 1116.9 � 1121.5
1110.1 1110.1 v 1112.2 1115.0 1115.0 FL c,, '- FL FFL
.8 1119.8 FL-1313 �,� FL-GB �
/ \ 12 4
FG1n •5 ` 1 FG FG FL12.4 N o FL ) I FG FG 9 FG
rJ 108.0 1 1114.fi 1114.4 1117.4 1119.2 1122.1 9'
\ FL 1109.6 1109.6 { FL FL N FG FL 1122.1 G
1112.8 9. 1117.4 w
' 1 Fp 5 1 FL (9)
FL 1112.8 72 71 I 70 FG I
110'4• \ 110 1 I FG FG I _ u, FG -
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MIN• 18 ` .5 1 w PE=1110.1 I Iol I I " PE=1115.0 I - I � PE=1117.4 bt K PE=1119.8 I K IK r--J Lll
G !• ►-• o 10$ I n r *- r �� F=1122.6
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3 1 F 108.0 Ir -J 4 FF-1113.3 r i r--J FG 1 r _ I .10
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1110.1 I 1 PE-1112.8 I z 1 1115.0 ( 0.1 DF `�' 1116. F J I f 1119.8 ( 0.1 DF I 2
/
A04.3 1104.p \ - - ` 1 FG I I FG o FL-G8 1 `n oo n be
FG 10 LF I
FG 6 FL \ ` � 1 14 � � ( I 1112.8 ori .t 0.1 DF I 1122.1 r-I
l 0 0I 1114.2 r.• 1117.4 1117.4 1 1119.0 °' �' I I FG
{ �c� Hca ,
/ 76 _CD �C 4. ��- GF=1122.1 g
1103• \ 1 1109.2 �CD �(D ( FG FL-Gg U_ �ca , FG FG FL-GB
/ FL - 1 �' �1 \ FL-GB fo =1112.8 GF=1117.4 _ '
11ag'0 1 GF g, GF-1119. g• 6 F 1121.3IF
/ 1 4.8 1 z1 v FG 1 =11 10 4' FG 1111.8 g• 1113.9 1116.4 g ► 111$.7 1121.0 FL-GB I
/ X110 \ _ 1109.1 FL-GB I FL GB l
/ FF 1104.3 1 \ \ 11� p g 1 214 FL-GB FL 1 GB9 i FL-GB s K K�-� FL-� �` r"•i
fr G 11-C,8 1 K n M "� f :-- °� n k g \' N r N N r' ,r/�^ •
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1104.3 r "^.,� 1 1 -nom 1 r'� �� �N stn 41 �U) �� �� �� �
c \ FL �' �� ' �'� �` ,� �' �-'�` 60.00 W S 55.00' W S 55.00' W S '
FO 43.79 16.21 w S 55.00 W S
w A w S
18 9.V `� R w
110 :11 5 65.27' 0
F1- �`� o i
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P - - - - - - - - _ +--- - --- - -- --�, ---�.- o
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1110. 1112.7 FLS FL-GB 1119.6 1119.6 I
lT _ N mil I FL-6B FL-G8 1115.1 I , =1
9' = 9.6' rn
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_ 1108.3 ( GF=1116.1 `n CD ui FG
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PE=1109.1 I � 1111.8 PE=1111.8 FL I 1116.1 1116.1 I PE=1118.6 T
I I FG I PE-1- 113.8 1118.2 1118.0 ( T
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1109,1 1109.1 ,I 1111.1 FG FL FL 1115.7 _ 1115. 4 F1118.6 1118.6
FG FG 1 FL 9 - 1113.8 1113.8 I FL ? o F FG FG \J\
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MIN. 1108.9 I FL-+f 1 N ,� is i, I FL-+f I MIN. * I Z -2
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\ 120.�� M MIN. 1118.4 a, FL
FL-FP 1120.2 0 ...
` I I �13.6 N ( FL-HP N FL 1 z N ` 1�.• � I - O
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A �,'` �S I � AS I �'� �� I �'� �5 I FL-FIP I
\ 2: 1 sL0� 55.00' 55.00' 55.00' 55.00' 55.00'
20 0 20 40 so TRACT 24183 PH E IV
1110
� o
GRAPHIC SCALE / 1 � 2: 1 SLOPE
1
1
- _ 1QS
o
-
- 2: 1 SLOPE No
UNDERGROUND SERVICE - _ 110°
o ALERT - r�,•►MNrMs ■ D!■IAN ■ CDN■'1"1tUCT10N
o
1
_ - 1o"
CALL Tl F'FEE ■ ■ ■ V=WM�MW 400 -- -~ -
1-800-422-4133 ��C&A►��
CONSULTING lOO�o+� ■ F�►x»00. .7240 • wwrr.FieF:oom a
BACKWATER VALVES = LOTS 51-55, 69-73, �C 76 z
TWO WORKING DAYS BEFORE YOU DIG LD01-083GR Q
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE QRD F E S S/pH DESIGNED BY DRAWN BY CHECKED BY Drawing No.
A. j
A. J I MENEZ A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT of Pum I C WORKS o
Contractor HORIZONTAL .�`�� `c� r��� �� Plans Prep re der The Supervision Of a^,
1" = 20' W No.43090 ACCEPTED BY: DATE: Zo �� QU I NTANA
2
0
Inspector �` EXP, 3/3i/o4 ALDate: Q DEPUTY DIRECTOR of PUBLIC WORKS TRACT 24183
M I HAEL TY AN RONALD J. PARKS '� -•A•'-'� �
.. LOTS 50-55 & 69--76
VERTICAL r� ell t�- ��
Date Completed tF OF `l�o� R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 frfi :: a
N/A c PRECISE GRADING PLANS PHASE VI SHEET 2 of 3
LOT
" - - -- x ,04'_ -. - 78
-
- - - - - - - -- _... - ... 421-,44L - - - - -
11Sp -- -- _... - ,_ �. - .... - - - - - . - - . -14.46'- -
1145
_ * 1143
to 2: 1 SLOPE to ;_ 2: 1 SLOPE
-1140 - i0 8 _
1140 � �
o 2: 1 SLOPE
1135
to 1135
1130
1130
-_ - -,., 1125 _ � _ - - y � - - - - - - - - - - - - _. -
1125.4 �+ 1125.4
d
/-FL--+P 1x N FL 1
* A
I a0 4 1124.8 .MIN. ._.. I
T T
I 1123.9 m FL-GBL - 1125.1 M o N z 1124.9 N 1x MIN. I
V 1 x 1x FL 5 w- FL o \ I
MIN MIN. � 1x
1126.1 1126.1
/ M I N. 1125.6 ' �'f•/ N , FG FG inn I LOT
I / MIN' cv i o \ FG 65 1125.6 ,.. -� 2.( i I 28
z o \ N 5. z 1125.3 FG dp I
N 6 1125.0 I� FL A- S ,/ 64 MIN. n
1125.0 FG 1125.3 1125.3 K zj / 4C it z
1124.1 1124.1 FG F FG FF-1126.1
FG FG 1124.5 1124.9 1124.7 1l it -1 FF=1126.fi 1
1 I 1124.5 ( - 1� PE=1125.fi .-I 00 1124.19 1126.1 I
1123.7 1 23.5 FL FL /66 FL zl i_--- I I
1125.6 FG PE=1126.1 10'
FL 68 FL I /67 I 4B - FG (TYPE)GfiT N FS 8
I 1 A I z r et I L,.__ ~`� --% � �N L_--- as
Z r � FF=1125.8 I I 1 1124.6 1124.11 1
z " FL-GB yh -J 1126.1 1126.1 N /
FF=1124.6 I FF 1125.5 I PE=1125.3 1 r• l ^' •
I I .- 1125.6 1125.6 / FG FG 55"* 4
I PE=1124.1 ^. PE=1125.0 �I ' FG FG �r23 ,1' 1 5 20' r r 11 .1 /��1�'•FG
I J LO •s3 Sok 113,8 5 51.17 1x MIN. , 5 _ 124.84' pill -
-- •� r 1125.3 I 10 LF 17 5 k� �� rC rti�' \ 24.0 ..
z I 1124.8 N �ti �'� 1123.85 g•296 5 4.66' 1x MIN. 5
1124.1 I 10 LF I r------ 6' FG 0.1 DF FL--GB ni 23 1125.9
I 5
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TRA 24183 PHASE V _ \\ Cb
20 0 20 40 60 1120
�COs 2 L30.3 \ o
GRAPHIC SCALE 1115 A
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UNDERGROUND LOT \
SERVICE
o ALERT ruNNIN■ ■ oE.roM ■ OON■TRUcrOM 1106 '" 34
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Com. TOLL �E ■ ■ ■ OW WW IIQAO�8M 400 1100 r'Q� LOT qll
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1-800-422-4133 CONSULTING . F M%eCMAC�,�►.�l _ _ - _ - - ~ - ? 35 \, a
TWO WORKING DAYS BEFORE YOU DIG L D O 1-0 8 3 Gi R AS15(
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY
SCALE Q1ZOI E S S�pN'l RECOMMENDED BY: DATE: 6I�d �� CITY �F T E M E C U LA DEPARTMENT OF PUBLIC WORKS � Drawing No. �
���p ���` � jt` �y A. J I MENEZ A. J I MENEZ M. TYLMAN I o
HORIZONTAL
Contractor � w �,� of � Plans Prepar Under The Supervision 0f rn
1" = 20' No.43090 ' ACCEPTED BY: �' DATE: Qu I NT ANA o
Inspector Exp. 3/31/04 '� Date: 4 DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 24183
RONALD J. PARKS YA Gr'�/.Y
�`� M I tHAEL A. T AN - LOTS rJf-6S
VERTICAL Jr eIYIv � Q
Dote Completed t
F OF C A`1F� R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9--30•-01 faf�1� ;,
N/Awl PRECISE GRADING PLANS PHASE VI SHEET 3 OF 3
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