HomeMy WebLinkAboutLot 100-130 - PreciseGrading 11
It
LEGEND
PROJECT SITE
TOP OF CURB 0000.00 BI TRACT NO , 24131 2
T.C.
FLOW LINE F.L.
B
HIGH P❑INT H.P.
�n► a nr.
FINISHED GRADE F.G.
PRECISE GRADING PLAN
FINISHED SURFACE F.S. A MN A C MIN IN C D wa
MIN D
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 i VIA RIMA
- PAIM
n
FINISHED FLOOR FF 0000.0
WATER SERVICE W ZCU Ii! 8 8 Ilk
., g ROAD
CU
SEWER SERVICE S Q1 'Q� z #
AIR RELEASE VALVE -o-�
FIRE HYDRANT TYPICAL SIDE YARD DRAINAGE
D I STANCE FROM FRONT PROPERTY CORNER T THE GARAGE s oel� " a s
DRIVEWAY w A
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. w
1��/ M !1
STREET LIGHT (_?-� )l s � 37I
P/L ,� 7�I to 41 48V M t. M 47 w WY. 17
SLOPE I 12' MIN. 8' MIN. BLDG. PAD s
s
ABOVE PAD 5' MIN. 3' MIN. ELEV. >n � " ~ x 10 so
KIM
EXTRA DEPTH FOOTING � ��• s ., ,.
INDICATES AMOUNT OF COMPACTED s 13 ++s ilo r w w t1�
O I VICINITY MAP
BERM 6 MIN. :o w „:
EXTRA DEPTH FOOTING 1 � " " � �� NOT TO SCALE
+. w
77 M .! !e
ACCESS RAMP ,� ,. lie it
74 p a
1 ' MIN. 17 N + ,a0
LOT NUMBER � 211 MAX. - 2% MIN. in >, � OR " � '° GRADING NOTES
2/. MIN. SECTION A A 21/. MAX. ,:s . 107 's 79 •1 w � is
INDICATES MODEL
FOR SIDE YARD SLOPES GREAT 14 ., 10' 121 .o w " �•s " aTHAN 5' IN VERTICAL HEIGHT +w 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
UNIT TYPE fa•„ 17 AS AMENDED BY ORDINANCE 457.
B 4 .. Y
7' w 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
INDICATES ELEVATION 12' MIN. ABOVE PAD ELEV. VCRT O t E '++ ~ �s „ CI R7-t • " DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
IN I IP[= /2 q'oV . Q CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES.
WATER BLOW-OFF
.
01 GUTTER FLOWN LIN '" ,w „ w w +a+4 3. MAXIMUM CUT OR FILL SLOPES = 211.
THIS LOT REQUIRES A BACKWATER VALVE ROUND OFF TOP ' �IDCwALt� d-' wW I ,�i,LL 3" �ltio ' fm
PER SECT, 409 OF U.P.C. PER APPROVED - 8 "' w w w w w w '= 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP ALL
WATER AND SEWER PLANS. ( 5EE INDEX MAP) P/L "ATE .. „ IN „ FILL SLOPES OVER 5' HIGH.
VIAI 10 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
0 C , S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
• a = 1 it 1 = a • s a 7 � OVER 1' DEEP.
It 3" PV•G- (5�N-q0) o� 3 ' GAP-l_0 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
SECTIDN B - B ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
INV. ELEV. bUTTePL �',t 3''x �� "TE.E GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER FL�.O LI E t o. 14' ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT GUP-P, GUTTer- !1 s s " s s >n GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES,
(D(D CURB OUTLET 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
6 MIN. s' MIN. P/L 5' MIN. 6' MIN. CONNECTION DETAIL TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATEN THAN
3' MIN. 1' 1' 3' MIN.
MUDSILL MIN. MIN. MUDSILL INDEX MAP ONE FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATILIINS OF
SCALES 1' 200'
THE PRELIMINARY SOILS INVESTIGATION BY,
• =
..:.. ..
GpWVERSE GONSUI.TANTyS
40.00' 39.00' 40.00 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTEDTOTHE
12' MIN. 12' MIN. ® ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
LOTS INCLUDED MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
2% MIN. 24 MAX. 6' TYP. 2% MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21% MAX. 21% MAX. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
SECTION f' - C DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
l• REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
$ - - 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L n $ $ SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
Ln C14 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3' MIN. 1' 801 ,L EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
6 MIN.
MUDSILL MIN. A803 THE APPROVAL OF FINAL INSPECTION.
802 A 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHObS.
A
�a 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
x LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
12' MIN. 211 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILbING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
21% MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
N0. LOT GRADING (31 LOTS x 15I CEY./LOT) QUANTITY
C.Y. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION D - D TYPICAL OVERALL FOOTPRINT DIMENSIONS 1 15. EROSION CONTROL, ALL GRADED SLOPES SHALLPLANTED BE LA ED WITH ROSEA ICE
2 INSTALL 5" PVC. DRAIN LINE 80 L.1= PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
SCALEi 1' = 20' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE
PLAN-INSTALL 3' PVC. ROUND GRATE AREA P"It-J 5 �, TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
Underground Service Alert 4 CuFLe c m=- F=cm P,ReA ppxAtw ( F rqutRCS CIT( reRM1T) I Ems. TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
BENCH MARK U.P.C. CHAPTER 10.R.
0 Robert Rein, Wilftam Frost & Associates CUM IF VMM IR IQ T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PROFESSI❑NAL ENGINEERS, PLANNERS & SURVEYORS I V2' wm xx m COE C41Dr>RR LOGTD FFM THE 5TIRE73 IF FROAT ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
1-800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590 A LWE GLFORAfA RO t 1.8 40 NE. ON WIDE ULMA ROAD
17. APPROVAL OF THESE PLANS BY THE CITY DR ITS AGENTS DOES NOT RELIEVE
(909) 676-8042 M TIE 1lTFRSTCIIQI IF RME C&F MA ROAD N@ WARITA 00 TIE 1141. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
COW OF TIE DITEBSEMM I' L OF A 7' QYIIIIQI( W 21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
On M CALF. US VALVES 9 K OF PP.&0 W K IF TIE COBE K REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
IF RKHO C&FI3W OU H RM STM W 17 V V F 10!lfENi TO THE CITY ENGINEER FOR REVIEW AND APPRPYAL.TWO WORKING �--
= AUDATE 9-13-82 M.>t14>e 1 LD
A U DIG
LD95- 051 GR
C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS PATE ACC'D pFESS! Designed B Drawn B Checked B CITY D TEMECULA
Drawing No.
SCALE Q� M,�/ RECOMMENDED B(44-- DATES 7� DEPARTMENT OF PUBLIC WORKS
EBF ,2E1//SED HOUSE FD�TPR/NTS O ATL ADEL CASA❑ CTI.-
OWNER/DEVELOP R ���' `o�� T' (060 --
Contractor LOTS /OB,//Z f/2Z_�PEY/SEo MOD Horizontal y �c �s � Plans Prepared Under The Supervision Of
BEV. LOTS i/D,//Q,//6,//7/48 E/ZO ACCEPTED BY,
Inspector ' MESA HOMES AS SHOWN L" W.48393 DATES 3�
Date ¢-i¢q S PRINCIPAL NGINEER, FOR C Y ENGINEER TRACT NO. 2 4131-2
27555 YNEZ ROAD, SUI E 200 � E"o' °�J0�96 GREG6R'# T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS
TEMECULA, CA 92591 Vertical si CIM 1\. �`�
Date Completed 1 1 -/
(909) 676-7290 N/A rf Of C A`\E R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 E
xplres 3-31-96 LOTS 100 - 130
Shoat 1 o r 3
DRAWING 1 TITLESHT J.N. 400726
'i
I
LOT 94 LOT 93 LOT 92
LOT 95 PE = 1195.2
LOT 96 PE = 1192.0 PE = 1193.1 PE = 1194.1
LOT 99 LOT 98 LOT 97 PE = 1191.0
PE = 1188.0 PE = 1188.9 PE = 1190.0
¢Pl
52.04' �p 52.04' r% ��8 71.30' gti9 64.15' q�•� 54.78
� -61.79' / 52.15' 51,18' . f I% �, c �F b m •' 1191.1
gG♦ T 6- �' ti 0.8
LOT 2 �,� �� • 'S 5- . ^ r 8G•3 Y� / 1 ' .4 N N +1 � c� l`t. N P C14 �� I% *
PE 1184.8 .�• - iT-LN Q' ' 1•,G 92.0 G
:o �. '� G � z � 86.6 o ao �- 89.7 � P.t Z � r`�i
.� �' c er;• FG °' N 1► 7.9 FG i1go.7 92 9 , 17V
19
V AG. ui 88.2 �` 88.2 89.7 FL 91.0 92.0 FG 92.9 �
91.0 FG F 93, L!q /•
1 FG
FG 100 FG FG 102 F FG I 104 G FG8 {.H-P-P
90.16' 6c,•i Tb`
2 70 3 L. 3 \ 2 3 .PE 1188.2 2 PE 1192.0 PE 1192.9
I /y. PE 1186.6 FF 1188.9 PE 1189.7 PE 1191.0 °�'� FF 1192.7 . FF 1193,6 106 93.8
D FF 1187.3 FF 1190.4 - FF 1191.7 I.1b ,¢ �. FG
• 10
-.3 I p 101 �9♦ 802 7' 1193.8
LOT 1 F �N v� - 801 N 0 803 Fb- 801 103 - e FF-
.q- a 803 � 92.0 C � ?3.5 1194.5
PE = 1183.8 0 - e "Q. D
I FG 4cv
I GF 1192.2 91-1 esu w • 1193 - 'S
��� m GF 1186.8 7 M1N- ELEV. • GF 1199.4 8 GF 1189.9 9 Mw o�v. GF usi.2 5 L.,�.d 9 '1 7. 801 P f 119
G• A 86.3 B s o 88.2 89.7 a s v • c 91.0 FiG FG9 92.9 B FF 1195.8
• o FG 7 FG 5 FG .lo.� G
rpm 9 c. - d 95.r; ;�., \ �i0WT� G6.1 .o FG FG i� 1° s L�.� r` � �5 GF 1194.0 107
'� '�• :b. �FL. N 9 r9.
L. N F r-t b.I$, N �� -y . . y �&P F ,610 DC4 X , rL.,l�.6. 3'eO �L FL. (s.b• �u\ L.,C7-�. II� �` �70' ti 46.79' 53.00' 53.83' 52.00' 1� X32.38' 18.43' 48. , I"-' °� o FG
73. ,�
d'at 5 84¢ W S &.0 8(..5 W S Sl., 99.0 _ W 88 9 D9.z 89.5 89_a S 6 „ NN Fc G
84 9 5 5 N /s c a 93•
rS. �S. F4. FS. Fs- FS Fs. FS. RS. Fs. FS 434 ,� S FGS kt�
h� G.
o o e�� �. o h� �� ,�°' ha ��G. res -T 1. S 1884, '
A,. �u N�• �h V 0�O V �. G• N G• G O• �, RAV
-10 Qo
'�• - t Q �O
��� P•,r�•,� (0 CORTE �• O
rod' O. P P'M I T� „ O O. O _ O� ,ajh A p .� cy• G
r'1rT .
v• �• �- c,- .,� c,- X90• c,• N �• v• v• o- GE ro
A" I _
844 94 >Ss.9 8C.-4 B1•S $sl o Sa.B 89-1 .5 9.b ,���G 0
W -4j-
ft-7
4
70.49' 1�rw ���•G• 4 ` 52.50' 0 52.00' 1N 51.50' /91 ;36.00' 21.87' 61.77 tN S is 9, �` A,,
,`• BS.'s 1s X1.1 . L.,b.b. �•7 FL.,bb i.o q2.2 FS 8
8rs.(. Ft rs
N O �l..,Gb ��6 /
Fl. N R. •b1N FL., .�- N 1+7 ��.2 �- 935 .�
2 86.1 89.4 N 92.2 m o
88.0 90.6 r� . •b.
FG 86.3 FG %4,8 S.9
! a.Ev. FG (,.�' FG �� 92.0 FG �• FG Q\
ctr 0 0�• �` V• e s v FG GF 1188.3 .5+ s s c a GF 1189.8 _ 0 5 _ 5 FG o.ev.
� ,� ►� 14 a c GF 1186.7 $?.o c N GF 1191.2 a c B s a 9
V- Al- 1� I GF 1192.4
rl.,
110.7
e 90.02' _ +' r, I .4 803 0 802 A -oo '4 8g3 F[� 801 803 x GF FG
�o - A N 7. - N 27 C - 1 9
82.7 �^, 0 1-9
x � 29 e 37
a 9 r.L.,C r3_ Go n 6 t FG >,9.4 - •4 h 12
.Z � •3 _ 1
e PE 1188.1 PE 11910 _ \•
co 1` m tL �\ PE 1186.5 FF 1199 FF 1191.7 PE 1192.2 I° \
20 FF 1187.2 FF 1188.8 2 FF1192.9
m FF 11935
m
CID
v a O .2 - 5. 1194 2 123
CV) 88.0 128 89.6 89.6 91.0 12 g �_ ►sal. 9 O
_ � • , t1.0 7• 8z 1 86.5 86.5 3.
d- c O FG FG FG 92.2 5
�` o .4 -� Fs. FG FG FG 1 pf
ao ; 9` a, -4 N .o �,• I 88.1 4 9
1189.3 FG FG 2 11
uo o -�� L- �;� L7 Z3 J 82.4 ti 1186 2 o FG + •L� ,H•r\ 91,0 119 .19 FF 119 4.7
20' F VIN:CD •OD
�, �,� 1187.15 N 1/ ;�, Irga.7 N r -r-
06
9
, Ct y r �. 0 Fl., H a+ v N F.t. H.P1 it r•� 93.5 4.
90.02' - - I% `° J. 2 �9 . .� I% 6��• °` 0 I% 4ti h a, h.r � FG
0 5 52.00' [Nf 0' 51.50'
°� F 4 �54,95' 1• 50.34
6 • �o1p 46.67• 1/
LOT 1
30' 30 2.07•
PE = 1184.8 10' 120 20' 1 ' 3 49,96.
3 a
,r
oPEr.l t�cE
NOTE
ALL DIMtNSIONS AND ELEVATIONS
ARE IN FEET.
Underground Service Alert BENCH MARK
CALL TOLL FREE
1-800-422-4133 SEE SHEET NO. 1
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS pA- e- ACC'D OWNER/DEVELOPER SCALE Q�,OF E S S I pA' DESIGNED BY DRAWN BY CHECKED BY CITY 0 F T E M E C U L A Drawing No.
G. LEBLANC ADEL S. CASAO G. LEBLANC RECOMMENDED BY: ATE: _,57-4-7K DEPARTMENT OF PUBLIC WORKS
� o T. �
Contractor MESA HOMES HORIZONTAL ,��� �•�� (�! ��► Plans Prepared Under The Supervision Of
27555 YNEZ ROAD .., �`` �i r F
SUITE 200, TEMECULA 1" = 20' W u No.48393 ACCEPTED BY: Q DATE: 119/41J7
Inspector CA 92591 _ " -Z Date: ¢- Lof- 95 PRINCIP ENGINEER. F CITY ENGINEER TRACT NO . 24131 -2
TEL. NO. (909) 676-72 0 � FSP a-so-se GREGORY T. LEBLANC RAYMOND A. CASEY
VERTICAL fl c 1 �. PRECISE GRADING PLAN
Date Completed 'fF `Eo�! R.C.E. No. 43893 Expires 6-30-96 R.C.E. No. 41880 Ex ires 3-31-96 SHEET 2 OF 3
1 ' = 20' of c�� p p LOTS 100-106 � 124-130
PLOT: 04-6-95 ft- 400726 DRAWING SHEET2
it J
i
i
LOT 86
LOT- 93 LOT 87 PC _
LOT 88
LOT PE 1201.8
= 1200,9
PE = 1194,1 LOT gp 89 PE 1199
T- g2 8
PE = 1198,5 , 41.31' N
1195.2 LOT 91
PE = PE 1197,3 - �� i•/._ �-_ p� W.
— -
PE = 1196.2
5�,�, 154.14'
a/ c (•JL cam:c �! N CA
:� �1• vy .G 8 n �1 —
s ~
r Q 2 r
M�r - 40 � i c � R: �j I � � 30'±
�' 40'
•�• -� N 1L o oCh I CU cu
F 1193, �• ? N a L. i° /S i% ,
8 � -•- 86.01
1194 S N c a ��� N/ W
1
106 0 Z3 O�q v' •/
o 31 - V
�s �� R C
C 15 R Lo Mi I-~v !•}�
o� cn
L)
G 11 8 I b - '� .`�'• %o M - s
Co
O
10) S 27 r 5300, -�3 . '� ty '1 0
10.o � ru p ci ro 8 � 19
o _
• ,� S8 `� p�• I dl�_.. u'
1% 92.00'
%O /� 6 p�" 9 AF 4 ('' r, tK �'�� G• 17-el J ' Ch 20 I•. q
'
9 c• � '! FF 119 0� �- 36,35 .`
s Gr S .9.>
s ,cC 4 11y3 11965 f•CO (17%,� o
(�►� �• •9(� S. "4ip B`" ,• 9,0 •S N • N -�b C f ,... � V = P UlLA
�^^` '� '� • O 1 A C S
"J ry 9S 196'0 .9 �, F 119 J FG o o 0
o
24 t,\p .�1 ,` . 1►S e 93/ ti 9FC ��� � Z 19)) 985 � � �
j t/ �.�� G S `� , ` s 109 •3 AF C 12'4 0�1 G. �� vi r
r`V ,� ��' \ '� �J. ,�`'r 1198 •�'� '` ' 9� • �i �,
"/ �• / 11 S � a g
1Qj
G 803 99c' -� G• 3o I•/ ?.��►
• �r o
,� � .� • CO/� �� S v- 946" �.8 �, 8 � ;o eo3 ,� e9.00,
00
fs22 1�9� . Q)s FC G• ti
o�
�1
C
00
73 � • �� G• � � -�>6 - B�L � I �O �
S" �4� .4 N ,�• c� FQ oe: �►- r� v�
lo'
4 �
1C' 11919 FC '6e Sc?00' S ��� '� 63,471 -1- 6e
G- `LN
FF 1193 •f e4o • • s 39 '� • \ hra
G• � � a '°°
6TV 1197 a o o •
r{ tK
; ,`s Z ► �°� G• roh -� .C. e �y o��' o •ti /18
F9S s 19 ''� O G• 19 cb v a 4
1119, 9s' .c
• 94 954 .;c 11959 6 s 3 0 S �.9j /8 - _ /•;c °��
RGENTG to
1i 94 F F Cs•11 96��;bs 48• ¢ "50 '\ • rpm p�50
4,19 9S� 8 $e FC 6� ��... FS Grp•G- �0
6 4 •`r 03 c �. S•
96.7 u►� Ft / ' '�� G• o 9�65'
4 h ,�.S J / q e+v FG
F6 f\ 1� 6 96,Ga o a N s �,•z �.ti nyb�2 N h F /
o► 9 ,� X89' � 41 .i F•yo► ti h
b
9 '17.Z w .� O .., ••
ry > 1 GF 98,
F(8,. Gg
a
•., o►
.. {;H 96 •3 N b 801 � � .i'i.S 2 _ o f�• �''�' h
,P I% .•.- FC6 �.; pR � GF 11986 - � -b- °° - q91 cam• 1 '��
20
gag FG e s o�
ryb X66 FF 11973 �� Al � EG �, GF 11993
/ C 119119 9'0 `
3 8 0 - q'I.y GF
'4• . •Z n9 Z F-�•c�A
9 802 B 117 _. ho►
• ?3 P
/ E 10 * BR
G oh F'G 120 FF 1198.4
S Fes. qo 11991 8• 11891
1p 9
6-
9) 119
-art- FF 1199.8 fr ,Z(o NOTE
One X147.p FG3 119 '. pE 1198 5 99-i ALL ARE DIMENSIONS AND ELEVATIONS
98 4 FF 1199 99'1 FG
F-L., k P ^ •,,� 98,4 FG 91 VG
1/98 / 11 FG tilt.�
Under ound Service Alert ert BENCH MARK R° o '' °�N
r �• a ►
3.93 w
o e 98
CALL TOLL FREE 23,15'
1-800-422-4133 SEE SHEET NO. 1 i
TWO WORKING DAYS BEFORE YOU DIG LD 95-,OB 7 G.1p• 0
CONSTRUCTION RECORD DATE BY REVISIONS VA-Te ACC'D OWNER/DEVELOPER SCALE AVESS10* DESIGNED BY DRAWN BY CHECKED BY Drawing No.
RBF .PE V/SED �/DI;CSE FOIOTPR1A1 T5 LATS 9
'// G. LEBLANc ADEL S. CASAO G. LEBLANC RECOMMENDED BY: DATE: CITY 0 F T E M E C U L A DEPARTMENT OF PUBLIC WORKS
Contractor /OB //2 /Z2. �PE�/SED MODEL MESA HOMES HORIZONTAL '�o oi l `t
.� c�, e+ Plans Prepared Under The Supervision Of
27555 YNE200, ROAD
w = � � � ACCEPTED BY: Q DATE: TRACT NO . 24131 -2
ELEV. LOTS //O //¢ //!o //7 //B E/Z SUITE 200, No.48393 ¢- Z¢ -`)S
Inspector CA 92591 1 20 '� S-Jo- 'e �- Date: PRINCIP E7VGINEER, F CITY ENGINEER
D Co TEL• NO. (909) 676-729 VERTICAL' PC 1 1� ` EGORY T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLAN
Date Completed et ed 1" = 20' lF OF C A�1E� R.C.E. No. 43893 Exp i res 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 107-123 SHEET 3 OF 3
PLOT: 04-6-95 ft- 400726 DRAWING: SHEET3