HomeMy WebLinkAboutLot 41-67 - PreciseGrading ji
LEGEND VICINITY MAP
"M
PAD ELEV. -0.3' IM.
NOT TO SCALE
TOP OF CURB Q000.00 B PALOMA
SIF
T.C. Q'Ply j4 AOND
FLOW LINE F.L.
NIGH POINT
I
1Z
13' M. 13' TO. � � 1
:► \S�' N
FINISHED GRADE F•C• Af' A (EXCEPT C j, C (Ex PT D O
F I N I SHED SURFACE F.S. �I w l M I W* t
GARAGE FLOOR GF 0000.0 8 VIA AMI �
PAD ELEVATION PE 0000,0 i 4 +
rRA r No 24133
2 -
PRECISE GRADING PLAN
FINISHED FLOOR FF 0000.0 s
WATER SERVICE _
� Z
SEVER SERV ICE
AIR RELEASE VALVE
F 1 RE HYDRANT •a► �4�
woo
DR I VIE YTYPICAL SIDE YARD DR WAGE
V
STREET L 1 GHT 03c( " QfiE�
SLOPE I I V MIN. P� t16. f1tD 2� M1111. ABOVE PAD ELLrV.
ABOVE PAD 5' MIN. ' MIN. ELEV.
EXTRA DEPTH FOOTING ['7" PROJECT SM
INDICATES AMOUNT OF
COMPACTED � OFF TOP
EXTRA DEPTH FOOTING G BERM MIfIN• P/L
ACCESS RAMP ;•
2s t t141Ix. 12" Mt11. TRACT NO. 24T33 -3
LOT NUMBER Q2% MTtM. TRACT 1x10. 24133-2
2% MIN. 21 ' MAX. o'
SECTION - -
MAX-
INDICATES MODEL OR TES
SIDE YARD SLOPES GREATER OR REAR YARD SLOPES GREATER war r ► r GRADING �
r
UNIT TYPE
4B THAN 5 ' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT HANZp r�r� I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
INDICATES ELEVATION rr ve O rr rr1 rt rr rr ta►r!r r�� AS AMENDED BY ORDINANCE 457.
t� 4 7 rr rr 0' ra! t. MINIMUM BU 1 LD 1 NG PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1Z.
THIS LOT REQUIRES A BACKWATER VALVE °erg 9*4 93 • ►ai S. MAXIMUM CUT OR FILL SLOPES - 211 .
PER SECT. 409 OF U.P.C. 6 MIN, 3 ANN• I P/t S• »- * S• � , r of 9g A! W 4. PROV 1 DE S W 1 DE BY 1 H 1 GH BERM OR EOU I VALENT ALONG THE TOP OF ALL
PER APPROVED - � " if pt ?d r 95 = rM ,
MATER AND SEWER PLANS. (SEE INDEX MAP) I ' 3' MIN. 3' MIN. I ' > 1
MUDSILL MIN. MIN. MUDS1 L tMyMILL MIN. Ss a 3 FILL SLOPES OVERS NIGH.
bLOW- orF Q" tr#1N. ?� ` 8I rb S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
31 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
19 27 �'v 49 it1 RACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
14312' MIN. 12 ' MIN. {?' IN. Mo. OVER I ' DEEP.
• A REGISTERED CIVIL ENGINEER SHME
47
ALL SUBMIT TO THE CITY OF TECULA
2s 1 vG�18 � Q�' � oG r� r`r
�, Gp rt ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
2y MIN. 2t [ MAX. 0' 'TYP. 2X MIN. ��'l: MIN. 39 r4 GRAD 1 NG IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
6 3 40 4* s ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
21X MAX. 21% MAX 21% MAX. GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
SECTION C - c SECTION a � D '� � �� � � .
3 ? 9/� vp B6 1 r, 1. PROVIDE DE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
TRACT NO. 24133
TOP OF CUT SLOPES.
9
V '� rsr 1. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
• 7 ,M4 E N h0 : r,M ONE FOOT.
4 f r M its 9. I1•. ALL GRADING S19ALL K DON CONFORMANCE W 1 TH RE COMMENDAT I ONS OF
3 2 M ray THE PRELIMINARY SOILS INVESTIGATION BY:
1 til CONVERSE CONSULTANTS 1-17-89
t'AMM SETS OF THE-T-1-NAL COMPACTION REPORT SHALL BE SUBMI-TTED TO THE
k. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
'�j- MIIENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
30.00 �
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
�
10, THE CONTRACTOR SMALL NOTIFY THE CITY OF TEMECULA ENGINEERING 30.00 ��_ DEPARTMENT, TELEPHONE (909) 094-6411 AT LEAST 24 HOURS IN ADVANCE
FF 0000.0
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
PE 0000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
801 _ EACH LOT.
PE 0000.0 11. CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERT I CAL NE t GHT AND 'FILL
x O x FF 0000.0
rE 0000.0 � d03 SLOPES EQUAL TO OR GREATER THAN 3' I N VERT 1 CAL HEIGHT SHALL BE
IFF 0000.0GO x PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
•0 0 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
0
IF 00 .0 0 FG ® INDTHE APPROVAL OF FINAL INSPECTION.EX MAP
0000. FG 4w0000.
IT. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
00.0 00.0 ' SCALE : I "
FG FG 00.0 - 200' 13. F 1 N 1 SH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
FG LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Q
BENCH MARK 0 I STANCE ABOVE THE, ADJACENT GROUND SHALL BE GIVEN. J
TYPICAL OVERALL FOOTPRINT DIMENSIONS CONSTRUCTION NOTES & QUANTITY ESTIMATE 0_
OOUNTY OF RIVERSIDE I.N. 1M. T-2!11► 1 S. EROSION CONTROL s ALL GRADED SLOPES SHALL BE PLANTED W 1 T'H ROSEA ICE
1 1/2' MIASS DISC IN CM. CTLIIM LIXAVED FII IN fIN'!11"9010 Or FItdIT ST. ITEM PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER Z .
1 " = 30 ' NO• QUANTITY UNIT 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
MO IUtMQiO CALIFORNIA ROAD. 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 0
TO BE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. I LOT GRADING t 97 LOTS X 15 C.Y./LOT) 403 C.Y. SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
Underground SerV L ce Alert COWR OF THE INTERSECTION I ' E. OF A T' CPA 11E INK FENCE, 21 ' x 18' TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE cr
- MO(IPD SO. CALIF. GS VALVES, 40' N. OF P.P. (NO.I) 94' N. OF THE CENTERLINE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 0
Robert Be'i n, Wi Z Z 1 a 111; Prost & Associates OF RANCHO CAL I FORM A ROAD. F I BERCI ASS V I TNESS POST SET 1 ' V. OF MOMMENT. U.P.C. CHAPTER I 0.R. w
o ADJ. DATE: 9-13-82 ELEV. 1128-410 IS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE F 1 ELD PR 1 OR I
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
28765 SINGLE OAK DRIVE,SUITE 2SO,TEMECULA, CALIFORNIA 923 W
1 -800-422-4133 ( ) e7e_e0e2 OWNER/DEVELOPER 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
MESA HOMES RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
275SS YNEZ R6�ID SUITE !00
TEMECULA, CALIFORNIA 92591 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. I
TWO WORKING DAYS BEFORE YOU DIG 9o!) 676-7210
CONSTRUCTION RECORD DATE BY REVISIONS ACC'0 SCALE , Designed s Drown By Checked B
RECOMMENDED BY:O DATE: 1 Drawing No. cV
Contractor �P� T. (f JL/GL AC/GL CITY O F TEMECULA ME C U L A DEPARTMENT OF PUBLIC WORKS
Horizontal Plans Prepared Under The Supervision Of
ACCEPTED BY-X /� ATE, 8/1 ter TRACT NO . 24133- I z
1ns4eeter AS SHOWN * * ate ,_�_9� PRIL NGINEER. FOR Y ENGINEER
M .�
� �� E� �`'°'�"" '`'��"`O"� A• `A�� PRECISE GRADING PLANS
Date Cow lets' Vertical �}, C VN. �r U
AS SHOWN �Cr CPE-\E R.C.E. Pte. 48393 Ehtraa 6-30-96 R.C.E. Ns. 4~ tspires Q
LOTS 4# _ 67 Sheer I of 3 �w_
J . N. 400493
z
0
t
0
t
LOT 72 LOT 69 Sc" LOT 3
PE= 1 158 . 8 LOT 71 LOT 70 PE= 1 154. 7 LOT 68 A% 1 lo=20,
PE- I 157 . 9 PE= 1157 . 0 PE= 1 153 . 5 \ho•G•
. � 1
45. 41 0 1
41 . 52 c
?G40. 86 41 . 52 p S? t t
v� G
41 .52 ,n 4 I .52 tun
s� 1
0 0 /* N 50� N ♦ 1 /• o �G 3 0 \` 1
_ p v 11515• - ♦' - �+
IV
CY) in
._N N L.,li - 11t:r0.o Ils�.o LOT 4
� -rL59.2 59. 2 F�:'
FL.,H•P
62.6 62.6 60. 3 60.3 - 58.3 58.3 57.2 1
Z
F FG 61 .4 FG PE 1159. 2 FG F w
L FF 1159.9 � �
PE 1162. 6 61 .3 PE 1160. 3 A PE 1158. 1 602 57.0 :
FF 1163. 3 A 602 FF 1161 .0 �: e01 FF 1158.8 e � FG Ig ► 1
- FG - � - 1
e
003 603 '
'3 5ke! .3 C I 603 $ PE 1157.0 t
A 6 PE 1161 . 4 B 1941N $ A I FF 1157. 7
LOT 61 .1 Q FF 1162. 1 I
` PE= 1 163 . 7 3 �Z s Fv LOT 5
tc .v. _ '1 .2 _
n.!K ZB 65 G 66 - 67 57. 0 0'. -
lc 63 t hG
3 F a GF GF1157.2 F x
8 FG GF 1 160.5 .4 �
GF 1161 .6
< I GF I 162. 1 61 • ' FII 59. •5 T F
S 3 J L&I3-
I
• 62.3 60.Z 5 58. I 57. 0
\ FG 61 . 1 FG • 58.9 FG FG "J, 1
Co G F�s •4 FG D7. Sc•.4 Cb
6 (A. 1 N •G.dIr.-
g N Fl.Gi.
4 N
I
I;Z/ a o N � °' U� 41 .SO "' 1 .50 43. 0 ,
7 I 33.95 41 .50 4 I .SO L O T 6
MIN
7 57. 56. N
\O, 515
54.5 %-o I
/Q . 40-C+ FS s
S. FS. FS. f'S. '
O , 1 F-5.
, � �, ,tiP h•
'q 0 -
No _ N o tiA P �'` 1• . h�• �� hh
- -_
4- - - _ _ _ _ - - - - - - - -
- P �
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ti lLl �0 0' 1p P ,�roA bA • h-0 C.r• hh. J. I
moo•o. moo•o. y�•o. \tiA'o mho v \ham v' �`'A.. , - LOT 7
I
(D 57e s x10 14 x-
wNIR, �° S S. s. s s 1
FS. FS- 1 5 S g ,5ro
R/w I
5 0.00 40. 00 40. 00 40. 0 N� g g 34. 3 0 \hh•�•
30. I K 9. 89 40.0 g g .0 t� g _?�
• 5D 4 2 a c S72 1
Co1.5 £! 407 L_ ,v o IA.2 59.1 N N p° °'Tc,T�b. S75 N �+ o 01F.
L-Z�g' F G F
\ 1
FG FG 'S 59.2 4 FG S 57 9
1
$ 60.d
i s 62.4 - - LOT 8
5 6I .5 59.9 GF 1159. 7 FG -- - _- F 1 158. 5
F1161 . 3 -- - GF1158. 9 572
40` Q GF 1162. 7 FG GF 1 162. 1 I GF 1 160. 5 5rF
9. 5 'S 4 _ 4 l_� I
62. 5 `12 '3 ❑
.I 47 l . 46 45 LFG 44 N 43 992 1. Cz 42 N M 41 58 3 1
i� FG 4 3 •2 FG
LG
0. - 5 VA G _ _ 1
LOT 48 - y1 2 FF 1160. 2 :� 1 v- _ CD
PE 159.5
FF 1163. 2 I 1 1C - 2 (, 1
A B
P E= 1 163 . 0 PE 1162. 5 Q 1C3 � _ -- N6013/ ,� 603 N B -11
C K FG = FF 1159. 4 601 Q
A F FF 1162.6 601 e - FF 1161 .0 602
G _ 59.4
s02 _ PE 1158. 7
62. 5 PE 1161 . 9 PE 1160.3 FF 1159.0 - ,
FF 1Is1 .8 oC LOT 9
F
FG FG PE 1161 . 1 FG 59. FG F , PE IISa. 3
FG
62. IIC.Z.2 F G :* 3 58. 7 58.7 13t
L�H 61 .9 61 . 9 60.3 Its .+ F G F I
11&4. H
FG _ FG Ilgq.2 L.�t!.. 56. 3 58. 3
• 1461 . I 61 . I 1
In
40a7
• N
� FL-,H. � ui M FL- H-P
' OD
45.99 2.98 '!, ' �!�� I LOT 10
CID
37. >> c G m G
1w 0) 1
140.at N N N N h0�• 1
40.09 40.07 - '`• 1
LOT 34 LOT 35 40.07 47.05
PE= 1167 . 0
PE= 1166 . 6 LOT 36 LOT 37
- 1
PE 1165 . 0 LOT 38 LOT 39 LOT 40 ,
Underground Service Alert PE= 1165 . 8
lyPtill�,am 1�ost & Ass Associates PE= I 164 . 2 � LOT 11
Robert Betin PE= 1163 . 4 PE= 1162 . 5 3
°Y IO 20' 201 10'
NOTE:
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS 6' I 6'
1 -800-422-4133 28785 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590 ALL DIMENSION AND ELEVATIONS 1
(909) 878-8042 ARE IN FEET.
I
I
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARKI SCALE SESS/ Designed By Drawn By Checked By T.
RECOMMENDED BY: DATE: CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No.
GL/AC GL/AC
Contractor Horizontal �� � �F�< Plans Prepared Under The Supervision Of ,,/
I " - 20 ' �' � ►+o- � � ACCEPTED BY: � DATE: a///" TRACT N 0 . 24133 - 1
Inspector SEE SHEET 1 INo. - Date FRINCIPAL NGINEER, FOR ITY ENGINEER
. * ?-l' Q�' RAYI�AONO A. CASEY PRECISE GRADING PLANS
t:xP. s-30-9e GREGOR LEBLANC
Vert icol �� CIV1�-
Date Completed R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Exptres -31-96 N/A � c�\f� 3 LOTS 41 - 47 & 62 - 67 �3
Sheetz of
J . N. 400493
z
z
0 / LOT 78 LOT 77 LOT 76
CD - PE= 1165. 1 PE= 1164. 2 PE= 1162 . 6
0 ao
LOT 75
/$ LOT T9 PE= 116 I . 7 LOT 74
T3- +3 �s• /� PE= 1 160 . 6
`0 P E= 1 166 . 1
LOT 73
NPS - °' � �r` f.v• �- 3' s
LOT 81 �' R�,M_p 3 PE= 1 159 . 7 LOT 72
PE= 1 167 . 9 Fes. ^? 34 PE= 1 158 . 8
ti 'e8
��'• /2, �• 9 C�N� Cry� 3
t p f /, 40�. s• 98
o �• F // 6 es• _ R�
LOT 81 e
PE= 1 16T . 9so3 P FG s �;N.P lrr, Q �0
6 f 4.2
SCALE: 1 " = 20 ' LOT 8 2 FG •9 FF //ss. / �•� F� ' Q 11`3. r 3/ a, o
P = I / r•,c t.• H P 1'c.G
E I 68 . 8 • 0 63.G 64.5 F FG 5
GF q
9 hP;° 66. 9. / � � � A 6s•3 P PE 1163. 7
LOT 83 R.15 GFG Pf FG j E I l64- FF 1 164. 4
PE= 1 169 . 7 s. O '� s
ss .
r S \65 � 66 � FF 3 FF 1165-
E 0 T 84 ��• �� s s F// a r;/ /6s.o eoa 2 801
p A
'6- a,,,•�," . � V�N' .5 �s� " ce 6S ss. Gso •2
PE= I 170 . 6 �'� •�• R-�o� s ti, � � • ,�e ss .� • : A
•3 •
25 AA c;Gg s GF/ass 65.3 64• LOT 62
61 63. 7 PE= 1 162 . 6
9 •g 6+ .r` \ 6A ti FG 6 GF 1 1 f t.,6 8 =N G
'' \ qP \` ,� G• A ni G4 3 ;Gg 61. T 1 r4 G2•
1 7. bp• 3 /B ti F.� G 4- 1 F 1 . 1 0
°' G• •8s - 2
61,
a► 1• ry FG
6163
VX %rah �+• g a`/ G -_6
8 �' �` i '� •�' - FG
rph ,� g•40
N 62.7
X p� s h 6 F r+3 s 49. 15 FL.,Gg N
�� ' ` '\• \rop'G P � ro ' -. 49. 15 "' Iv R1 W
LOT 87 s s / s. eS. 'c,• ob � � �` ��'• F 2.o s 49. 15
3 \ G• \ 0 G1. 41.
PE= 1 175 . 6 �'s. ` �• p- ti S o o
c, FG e. ti� � +� 14. e4 � ~ 1h � - S r0`�v' � o
• Q',�. ' F 6 G � .� s S o`,• 4, p 5 0 N
IS fax ° //6, 2 s 66• /
4 34. 4 -- _ _ _CORTE LOGRON0�3 _ - - -
6 C €. .�. G► \•� �G.p S �! GF// K e � 5 \01. �,. ,ham 0 ' '� W cn
q '�' r°�-�'• rO W
1.7.4 S �fGQ ti e \ . \roo • o
LOT 88 Fv. FF / 6 G 's 38. 56
P E= 1 176 . 4 ° G P£ ///s� 4 ��,� ss FG GFi S•8 s s F 38. S6
/ Ol 'L'1'° 1• e s1 G s, O �+° C 2 3 s •8 X66. p ss•/ 63. 0 5 S S G�s W o ifl
���. } •0 q s0 S? . . GFS X65 •�. 4 � n. r 8. 56 38. 5
60� 3 �' O • S FF t c
dRI Q m w
� 9 0
F,G.
G 6 0 s 3 F 1 164• :6 G Vll
ss •3 F 37 G
67-151 a.
LOT 89 °o• �'F.� /� ss,s 6 G e 64.E Sp 9 cF 1164. o F g GF i 163.2
P E= I ITT . 2 6• s0 °3
*, �CGG 2 S 2 49 63. 8 F I• t
.2
_� 3
out FF ! 164. 5
65.3 FG PE 1 163. 8 .e B
4p ,►,
Ile. g �0 S. 3 FF 1165. c - eo3 L 0 T 47
LOT 90 • 4/ ti ���, A s.o PE 1164- soz FG FF 1 1s3. 7 PE= I 162 . 5
� k.p 6 83. 8 PE 1163. 0
PE= 1177 . 8 22,3 �;' ,�o FG -
LOT 91 3 � FG .
0•o � .SS 'hO ° �h Q V � 'rr•P �� FG 635• (V
G
PE= I 178 . 3 646 64- 6 /• 63.
o
7-FG 63oLOT 92 i3. m cv
PE= 1 178 . 7 3 H +'
LOT 93 * ♦1 N
«0w7 F2.to - mPE= I IT9. I n v
wo,
48.T9 4T. 40 46. 55
LOT 94
49 0
Underground SerVLce Alert PE= I 179 . 5 's9 °
o'
Robert Bein, Will iam Frost & Associates LOT 95 � LOT 33 PE= 1 167 . 7 LOT 34
b
PE= 1167 . 0
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS PE= 1 179 . 9
1 -800-422-4133 28765 SINGLE OAK DRIVE.SUITE 250.TEMECULA. CALIFORN A 92590 NOTE:
(909) 675-8042 ALL DIMENSIONS AND ELEVATIONS
ARE IN FEET.
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MAR SCALE SSS T Designed By Drawn By Chocked By
RECOMMENDED BY: A DATE: I 1 Drow i n No.
R �� T. 4'n GL/AC GL/AC CITY 0 F T E ME C U L A DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal C Plans Prepared Under The Supervision Of
1 ' = 20 ' no. _ ACCEPTED BY: DATE: S�i/ TRACT N O . 2 4 1 3 3 - 1
Inspector PRINCIPAL NCINEER. FOR ITY ENGINEER
SEE SHEET I d se393 * - Dat• ?r7 �¢ RAYMOND A. CASEY PRECISE GRADING PLANS ,
Ems• 8-30-96 GREGORY T. LEBLANC
Vertical �l C1V1L �P
Date Completed ( R.C.E. Ne. 48393 Expires 6-30-96 R.C.E. Ne. 41880 expires 3-31-96 i
N/A Cr CALF LOTS 48 - 61
Sheet 3 of
J . N. 400493