HomeMy WebLinkAboutTr30494 PA-30B Carina Release 1-15 pg.14 !SEE PA3pA PER/SEP/a QN ARCHITECTURAL ENHANCEMENTS PROPERTY LINE
c
� RATE P J
/ v - L' "p S // PERIMETER BLOCK WALL
NOTE. PER SEPARATE PERMIT 5'MIN,BACKFLOW VALVES ARE REQUIRED FOR 2 3
E7 _ _ _ _ _ TUBULAR STEEIF ; / LOTS 48, 49, 53, 56, 58 AND 60 MI. MIN.
f-- / / i BUILDING
LOT 63 / LBFC PER SEPq@gTp pERMl7 BUILDING
PAD=656.0 / -1//Z - - - - - - - MIN. MIN.
/ / I 675.4FG 50.08' / _
Pf 675.4FG e
77.6E P . 29,MIN 2%M\N
G 50.16' 677.6FG p✓ARfES
PAD�4_ O9'MMA 2.1 3"PVC PIPE"
678.6FG .,:• VARIES
- - - - - - 675.2FG 675.2FG.^ I - 9
o I o �} I 679.3FG I •3"PVC PIPE"
o 671.3FL 875.OF II'YYY���""I'I'I 677�.3F�L "� o /
1 HP t� "P.- 1% 1 1 - - � 679• SECTION D-D
671.2TG 674.7TG67
670.8TG 8 673. 8 g 674'7TG 1% 78JTG1% 1� 6J '
N.T.S.
LOT 62 s7 6 s7o.41Nv 677.OTG s 6 s77.iiG s7 v 6 6 6678.3Tc 1F -- WALL ® PROPERTY LINE
PAD=655.7 1 V 1 I : s7s.zlN I G78.8TG 1 I P
60
8 8 �17.2 FL I a - 673H.7P1 II:o �66779H8C.pO.OF/LN �loo' 3.p0•// .d. sBELpO,C
'
?
-15 & 1 -162B HP 6HP:2FL 2 78.3FL
674.9F®1C 77.2E 7
RELEASE 1
HPPAD=671.3 FF=675'67674.9 PAD=677.3 HP 778. OFI71.OFL FF=671.97 FF=677.97 0
PAD-675.0 7.OTG 67HP =
6 0.21 6 '677.� _ 78.1TG 8 7.11N -
LOT 61 I I 69.61NV G GFF-671.39 674I7TG 8 1 2 4 3 I 76.8iNV 67WIN 6J8 T * 8 7�gN000V /
+,o-li 2 4 3 GFF
PAD=654.6 I I 2 4 '
671.OFL
u 570.6FL GB .4 I 74.5E k GB
n GFF=671.22 o G 0' k 677.9FL 5 cB
PHASE 1 II GB � o GB � � GFF=678.57 GFFF_679 � 4: I
SEE � 1 I 10 5 �7T.4(� 5 - ---sn.t4GQ
to ~ o s. Iv1 �°. 5 se I n I b 1 to S I 79.'igGg-o' •
p o I
�-- - - - -jI A 1 55.40 54.0 ' w 5 I
I BV`, I �' 46.22' u 1 o /
0
66 .°. .. ...e 7 � �• � "77 I Ill
s J... . 3B.15' B
.- V
OINV I -
P7 - - - -6 5t - Sri oa 38FL s� > Ir INDEX MAP
' N ' 70 1 673.28 ^ ' ^ NTS
PHASE ��
-
w 9�_D%%. 30494 "a �+ m^ - _ + T
w ' ' O
N 1 p \
. 7 V 666.95 7 671.32 674.6FL 676 20 ^
6 1 1 �O/� �� PERIMETER BLOCK WALL R/W
^ 4 FL C-) 5.71 F 670.49E 7 7.
V/ - � � __ _ PER SEPARATE PERMIT
7 6771
664:848W .. ' : .. 62..P - ;..673.958 "e..:AD-Lim : .676.13BW .o �� 5' VARIES
I 67J 677 / 2'
DAD � -
UJ - - I 63. p\� I 58.00' I I 56.00 I 48.45' 6� 6' 1 62� 7 �\BUILDING / MIN.
!n I s. �1 DY p / LJ V 7. 5 �� -5 o lo� f a� o I I .:S 678.0 MIN. MIN. Is 6
V, 1 I o '.I � / 0 0 0l - SIDEWALK
' In
5 o Fh
8UJ
0 1 66 F 6
675.0 �� GFF=675.42 1 I (� `
671.6E 9 / u 6>8 PAD 2%MIN.
675.OFL GFF=677. I S MAX.
®5 M = 1 2.31 GB FL k .= ,I GB 3 6778.1 'yAf:
GFF=666.53 I 2 4 .a2` N 2 4 4 I GB I 6 9.1 6Jg ✓ART
II9; 678.SFL 6J9 / / 2 N O'g�
8 74.21NV X7-.9 3 I, '` � GB / 2 / �Io N � '�i 3"PVC PIPE
666 i 70.91NV G 675.2TG GFF=875.59 677.3 8 � 4_._ f 2 4 $6>gg7
a 6 74.1INV G 76.OINV G 3 - 6 ti a/ '/ J
SECTION E-E
I V o .- 6 67L7i / J9.4F l / 9.J
I ((�� 8 77 3T I 67761NV GFF=66s.7o 672.2FL 1'•- s75.4F rjp 677.5FL s7s.ilNv I. ° ce N.rs.
66.9TG 75.4E
HP
FF=676.17 �J� 677.HP 67H�� /
667.1FL ( FF=672.97 ( - PM=675.5 C \.S`R.py7
HP �3A }� PAD=672.3 OFL I n Dt. P=679.67
667.87 I :I FF 678.27 -679.0
PAD=667.2 PAD=677.6
675.2T _, ( 78.7T v 5
-. 672.OTG 8,� 674.41N 674.41NV 677.9i 6 6 678. G p 680.4J I Hp' L 8 6805TO x �0R °1 f
666.9TG 96.9FL fi71.21NV - 773TG ' AD> 6J
666.11NV 8 _ '% ,0 ' 676.1INV 8 9, 6
1% 00 1% \TTTiii��� NV 9.8 I o 5! 681
i 1% 1% 19 672.3FL 1. 675.5FL 676.51NV 8' 79, 19,• 4T .'�` � 681'pF n f
7.2FL w oo -� oo 1% 677.6FL1% 0 679.O 678.01 6 6 679.6TO / iB4 6�JF7 II ? 4 w 3 L I
I�------- -- n, o HP a
67 .SFG ) I J 681 .� �0.11/NV G8: 6 6J9$N l
67 .5FG 67 .SFG- -�� 677 r 1. hP )g P 37 I
679.3FG ¢jq�� 89 �0.7 I .
0_ 2 �- -""i ro 66g 53FL - ^ I ^ I
\ _ . I �
14
�601 FG H1.4FL
- - - - - - - - - A
FF-� lu I
TUBULAR STEEL FENCE \O,gFG / 8I 2T PAD-Z 1 / I
PER SEPARATE PERMIT `_--� G0,41 8 -
ss /
887.2Tg I I 4/ CONSTRUCTION NOTES.. \ ' 7 �8T.6FG �.:.6s0'4Nv J•
1 // O CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 \\ / \\\ hP I /
O CONSTRUCT 6'HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS PER SEPARATE PERMIT 2. 1 \
OCONSTRUCT 6'HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATION SY
PER SEPARATE PERMIT \\ T di-G I �fBFG &
J REMOVE 1 BLOCK FROM BOTTOM COURSE 0 FLOW LINE
SOCONSTRUCT 4"PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4)
\\ 6254 / .. I L Inch= 20 it
O INSTALL 6-SO. NOS GRATE INLET NO. 05 (GREEN) PER DETAIL ON SHEET 2 \\ ���ggg7\sFc I 20 o 10 20 4o so
O7 CONSTRUCT 3"PVC PIPE WITH CURB CORE (INVERT 1/2"ABOVE FLOW LINE) PER COUNTY OF RIVERSIDE STD. PLAN NO. 310 \ \ 1 I
J GRAPHIC SCALE(IN FEM
BO INSTALL 6"SO. NOS GRATE INLET NO. 05 (GREEN) WITH SPEE-D BASIN NO. 201 PER DETAIL ON SHEET 2 \
N0. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY:
�oFEssio� CITY OF LAKE ELSINORE
' THESE PLANS HOVE BEEN REVIEWED FOR COMPLIANCE WITH THE TRACT N O. 30494 PA-30 B SHEET 14
7 17/OS SIT£Er I`f 14 A 'S of/:� i APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY b �,
@ALL-I0oLL4-1-LI_u\KLal_ 3 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. No.23434 a �' TR CARINA RELEASE 1-15, LOTS 48-49 AND 60 OF. 14
Vo O O 4 ,r E,. 12-31-07 ,r ONE CORPO EPARK-STE.mi IRVINECALIFORNIA920o9 AND RELEASE 1-16, LOTS 50-59
5 KEN O, R.C.E.No-SSW"- -7//y RITE TE 999 11 FAX(90.9)852-9582
TWO WORKING DAYS 6 �A OFICAUE����P ( RCE 23434 12/31/07 PRECISE GRADING PLAN q0
BEFORE YOU DIG 7 DENNIS D. NELSON LICENSE N0. DATE (10
W.O. FOR: F.B.
Off'- 51/,11/07 H%4 Pub I0?-'7I