HomeMy WebLinkAbout719-2 SEE MODEL PLAN SEE SHEET 14
LOT GATE WALL I
-.I I T IW MIN TF MAX FG TW MIN TF MAX FG
LOT 7 LOT 8 y PAS 5A.8 LOT 10 30493-1 D-I 12 546.4 538.4 539.2 546.4 538.4 539.1
PAD=541.0 �1 LOT 11 I I I 1 I NOTE' to 13 547.6 539.6 540.5 547.6 539.6 540.6
PAD=546.0 PAD=544.0 6' WOOD FENCE 1 I I I BACKFLOW VALVES ARE REQUIRED 14 549.4 541.4 542.1 549.4 541.4 542.1
r:6.t0' 1 61.00' I PAD=539.0 I I I FOR LOTS 12, 14, 15, 23 AND 25 ((( 15 551.0 543.0 543.9 551.0 543.0 543.9
L---- 60.90_ 1 I
B 7 48• ----- L------ 68.45' = 23 550.0 542.0 542.7 550.0 542.0 542.6
I 67.14' --------
24 548.0 540.0 540.9 548.0 540.0 540.9
` 68.87 I I 25 546-4 538.4 539.2 546.4 538.4 539.1
6' WOOD FENCE-- 9., I ro I 541.2FL I 539.9FL v 364 I
�* 544.6FL 542.SFL c„ HP a HP yJ
HP - HP 1% rn 17 7% o D6 16
i7 1% 17 �5]401.�F'l' 1 7.60' I NOTE: ALL WALL FOOTINGS TO HAVE 6" MIN. COVER
I 780' 544.3FL I 542.5FL I - 1 539.6FL 1 I
I I 542.5FL { 13 540.9FL 1; 12 539.6FL 1 -
544.3FLFF=545.47 I 14 ' I11 o'DF i o'DF 1C d PHASE 15 DISTRIBUTION SCHEDULE
I' 0'DF PAD=544.8 I C iI I BL CK WALL _
PER(SEPARATE PLAN) PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL PLAN TOTAL TOTAL
C �� 8:A � B F `- I I 0.1'DF FF=542.07 �� I FF=540.77 0, I I -
LOT 16
PAD=541.4 >s1 1 PAD=540,1 "v� 1 0 -
I I p.1'DF 15 I i FF=543.67 p ,1 .� .2'DF t o I A
PAD=546.2 ?36 �1 I PAD=543.0 GFF=541.74 4 2 - I
4 2 6.18' 3 1 GFF=540.44 * I
GFF=545.14 oy. '-GFF=543.34 6,96' � 3 1 X
2. 0' B 1 1 7 1 -
3 0'DF �I 3 8.00 IN 540.5FL 539.1 FL - J- 4
��_ 542.OFL �N 4 2 i 540AFL +
/� r 543.8FL 0.1'DF �' GB I GB GFF=541.57 I GB I II. I
PHASE GB GFF=543.17 42.OFL GFF=540.27 4 2 D
' 'I GFF=544.97 � 543.9E I GB 1 9GB J 6�� I ,y 540.19 539.OFL 1 537!-1'
I 54__ 4_9 Gg B I 543.09 0 4,�-'
p ry GB N O M I Gg 20
pGBi W., +I i q A
LIME 0.6'D� J rn� 0 5 BV l �l 5 38.97 J oMI 5 n DV I B 1
f � .
543.79 0 .r V 5 J m 13 70' 57.33' BW qg' 537.7p PERIMETER BLOCK WALL
- BW .4.P.0 540.439W 539.8OBW- r _•n 5 I C
i- 28.47' .9 �-+ - 541.SOBW- _ -- -538. OB .1 `'5 .38B V.. ,.542.OBBVJ,- �,,�''.- - \ - p Q ^ Q I
_ \. . 2, OINDICATES PLAN IS REVERSED ON LOT
a ��
Q _ 0493-� , N COU T w R/w---� 2 B 14 1 1 1 2 i
_I- _� I w PAD
W ao" I _ o o �� 1 - 24 1
I + - � '''o �D� �cJi I = C
LLI +- i 5 0.40 -m 1 +�- I I_iMRIM +� PH SE15Jl� A 13 1
- 'PHASE 16 ___- i o w SECTION D-D
w �,, '540:40BW I w F1 T.5 3 p 25 1 1 1 3
(L I I 542.406W 1 61.9T 538.52BW , U) D
i 42.71, 59.3`. \5 gW 3 'mI �� cn 5 BW 7 A. 1 ^ 0 S 38.04,4 I I' l.. 15 1 1 1
B 5 0_ B \ ro do 5 0 , o� 0 8 2 i
1 PHASE \l �� os'o )I e� 8FL BV�2; 538.02 PHASE 15 = 7 UNITS
GB 542.5FL I ;'y 69'lbS 540. I Iti 540.1D g a q I ^BW
/` \\ LINE II as 543 69 GB I GFF=541.97'I GB GFF=540.27 I r _
GFF=543.77 g,00 B,!
542.6FL 40.SFL iN 11539.2FL __ QTY
I GB N 4 2 GB 4 2 I 539.1 FL GB -
3 t 3 r �} 1 3 GB 4 2 J CONSTRUCTION NOTES PHASE 15 -
I I GFF=542.14 $ I Iw (.. 1 CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 Z540 SF
�I GFF=543.94 � I� a 24, � GF=540.44 � , � I -
0.2'D I 6.75' 1 0.1'DF a 25 1 I __CONSTRUCT 6'HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 62 LF
LOT 22 26 Iw ' 3e Ip 1 I
PAD=545.4 23 O'DF tTII g� FF=542.47 ,41.3FL D'DF �' D i 3 CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 7 EA
g) 0'DF lXg PAD=541.8 FF-540.77 I
FF=544.27 PAD=540.1 15 3 I LO KI 1YALL _OMIT ONE BLOCK AT FLOW LINE TO FACILITATE FLOW NA
541.3FL /I k7E $ErARATE PLAN)
I: 543.iFL PAD=543.6 543.1 FL I 1% \. 539.6FL
17 ���1}}\\\-- ' 539.6E �5 -CONSTRUCT 4"PCC WALKWAY PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4'MIN.) 522 SF
I, I 541.6FL
% '% w �� HP b, s3HPFL ARCHITECTURAL ENHANCEMENTS
543AFL
�I \I HP
536.53 I
-
6' WOOD FENCE --_-_---
9.05' 30493-4 V I I 5 I
� I
6
' WOOD FENCE 1
1 B', FOR C0�1
-2Tli�l ATIO���
"I
SEE PA
RELEASE 1 - 15 -
I
R �I �i' -Tovow-cOURF
I inch= 20 IL
,WON HILLS ROAD 20 0 10 20 40 80
INDEX MAP GRAPHIC SCALE(IN FEET)
NTS
NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY
' THESE PLANS HAVE BEEN REV EWED FOR COMPLIANCE WITH THE F��P P H SHAryA t CITY OF LAKE E LS I N O R E SHEET., 17
2 APPROPRIATE CONDITIONS E DEVELOPMENT AND/OR CITY i�`o`' Rr���2 .yEN ;�I Iv RING TRACT NO. 30493-1 ,2,3
3 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 29242 F s CIVIL ENGINEERING
c �c LOTS 12-15 AND 23-25 OF. 18
n O O 4 LAND PLANNING
LAND SURVEYING CROSSCREEK RELEASE 1-15
��^ ��� �_U SE y/4._-. OATE * Renew:3-31-2007 * 1181 CALIFORMAAVE.- STE.202-CORONA,MIFORNIA 92881 PRECISE GRADING a n d d LDS) d 5 KEN APELU SEUMALO, R.C.E.IJO.56915 OA
Sl CI VII �p (951)28 144 FAX(951)28OA150 FILE No.
TWO WORKING DAYS 6 9TFOF ppUFO� yyj - RCE 29242 Zq��r DRAINAGE PLAN
BEFORE (Du IDG 7 )OSEP[ HA TGE LICENSE NO. DATE W,O, FOR: F.B.
EV- -'f15� h a�r, - 0o%7z