HomeMy WebLinkAbout05050050.4a°
V
CONCRETE
ASPHALT
CHAIRBACK CU
,976
CRASS
STRUCTURE ## 2002
San MH
Inv. E - 823.69'
Inv. S - 823.73'
TC - 833.56'
CMOOCRETE
8# PVC BUSHES
-------------------------- - - - - -- - - - -,
11 �
1
1
1
1
1 "k
U
❑_ GRASS
00 M
Q
AV Qj
o����
STRUCTURE # 182 = �' U5 ° _-
STRUCTURE # 227 =� Zo "? /'
San. MH '"'d �' ''
U STRUCTURE # 243 �'-yJ
STRUCTURE # 376 San. MH U Inv. N - 824.25
Curb Inlet Inv. W - 822.97' Inv. NE - 825.73'
Curb Inlet cu STRUCTURE ## 504 Inv. S - 827.66' '
Inv. S - 828.58 ii Tel. MH. Inv. E - 823.87 = Inv. W- 824.19'
Inv. N - 828.83' Not As -Built TC (Gut) - 831.13' Inv. S - 822.77' 00 TC - 832.13'
TC Gut - 831.13' I + IMITS OF SURVEY g/' PVC TC - 831.82' SN PVC II
II �I _ _ _
L g PVC s CL
lip
.�+,h' ~ 31.636 ��� r �V".3164, N ti° 2 3 u i.
IN I. CONCRETE
III A a
4.1 STRUCTURE #1 68
Curb Inlet
,
� -
2 CURB & GUTTER '� '� Inv. S - 82 8'36
TC (Gut) 01 '
W
II ASPHALT I I I Q
DRIVE , II ti III II �^ �� Q
C TY CENTER ,., 6 CHAIRBACK CU
+A,g
0
^b
" q b GRASS II GRASS I STRUCTURE #153 0
40. II STRUCTURE 426 II I Curb Inlet 20'
35,
vol .397 0 ��
Curb Inlet I I 6' CHAIRBACK CURB � I Inv. S - 828 �
MH I I Inv. S- 828.19' °v I ASPHALT � 01_111 Inv. N 828.37
an. ASPHALT U II TC (Gut) - 830.12" Qj
Inv. W - 822.80 II Inv. N - 828.19' II
Inv. E - 822.75; 12 "RCP TC Gut - 831.11' II P CID
--
Inv. S - 8P 3.12 N II 4 2' CURB & GUTTER III °�
CD
�2
^ 0 ^ din �Fg ,�+ {Z b, �° 4�b73 STRUCTURE #152
.% r g GRASS �� �� �b,� IRT I DIRT I 83,.
g�� 2 CURB GUTTER ,� > 2,° Storm MH
kZb
3�°36�q qA ° *0^ ASPHALT ^A4�� ' - -- - - - - -f° --- - - - - -- -36" RCP Inv. N 828.38,
CONCRETE
f °----- - - - - --
- -- - -- - - - - -- - - - - - -_ -- - JZf
-- Inv. W - 826.28
24" P = = = = =- - -- ,�q -- ,�f °''- 24" RCP - -- - - 24,E RCP - - - - -- - Inv. E - 826,.23'
^`' *8 "- P- C 1 8" PVC GRASS - - - -a m o 2'_ CURB & GUTTER - _ /' PVC ___ 8__" _PVC TC 830.88 g PVC
- - - -- - - -- - `> 6-------------------------- - - - - -- - - - - - -- - -- ------------ _ -_________________ _______________________-- - - - - -- 9
___
_____________ _____________________y�________ ___ _� ____________ 0 _= __yam_____________ __ __ -_____ ______ -____ `\` \
832.31 -- ^_ ---- - - - - -- - - - -- - _______- __--- _ -____ - __ cu
- - --
' ♦ \\`
g
0 M
832.899 m , M
,
STRUCTURE # 264 °' co
832127 6 s `\\
STRUCTURE ## 2004 STRUCTURE # 263 Curb Inlet
11 II N San MH - 827.45' O
ASPHALT II T STRUCTURE # 427 Inv. E - 821.83' Catch Basin Inv. S
ASPHALT �z Inv. N - 827.52'
° Storm MH Inv. W 826.43 STRUCTURE ## 4003
Inv. W - 822.08 TC Gut - 830.07 CU
Inv. N - 827.29' 1 Inv. N - 827.35'
7 � , mti ' TC - 830.38 San MH V O
Inv. W - 826.59 Inv. E - 826.40
+
It � 151 V' E - 826.52' TC - 830.05' Inv. SE - 820.80
II Q ST CTURE ## 1 Inv. Z Inv. W - 821.00' W
STRUCTURE ## 1145 Storm Inlet w TC - 832.29 cu
I' � � GRAVEL � TC - 833.20' O V
Storm Inlet m Inv. S- 828.42 z GRAVEL ZD
N
Inv. S- 828.18' 011 L_ TC - 831.50' THIS GRAVEL AREA ^ Z = =
TC - 831.58' w II w CURRENTLY USED FOR
Mg1 I Z
C LEGEND
U) w E SUPPLY STORAGE Area Light
b z= +
O °
O V U i O
U ■
/ o, ,0q II o # Street Light IL � O
II II >
b , off' ^ 1 vb ^b ti ,b s� �10 A �j•, m
°� N ^DOA N ° I , � � ® Proposed Soil Boring Cn Q
U A (n 832.872 + e
tV
STRUCTURE ## 1262 +
0 I I I� CD
II �� A q A ^zA Irrigation Box
a,z . *. �, ,� II a� San. Manhole �~ gym' R. g co
II II GRAVEL A CONC. FDN. UNDER CONSTR.
O
°° f° 83 4 �� Ce ^� Inv. N - 824.57
' ^b s PS II
ly- N II Inv. E - 824.97 0 Fire Connection
'�
STRUCTURE # 1270 Inv. S - 824.62' +
N
w II �`� 4�, �M ° '� ® Sanitary Manhole s- >
GRAPHIC SCALE
0 20 40'
1 inch = 20'ft.
Storm Beehive Inv. SW - 824.
O
� 6 _ GRAS J J 9 SS � Inv. W - 828.06 Inv. W 824.57'
A GRAVEL � M,2 A ®
Q �I I Storm Inlet
6 Inv. E - 828.05 TC 8.
Of ASPHALT � II � DIRT O T 833.06 O Storm Grate of Beehive i
+
co +0 A PHALT �Ap� , �� sa��
ICU
bi a �h 0 II A s
'At x
CAI ^ R ^� �� 1D A 2bq +` Sprinkler Head
7 EPS a2AZe' ^oho Ilo,, df ci 0 �-x x -� b N
37 0' N A �;� � 8 PVC DIRT C.O. (Could Not Open)
q A �,�-_ ' z1q� �� m" �3 h'i'll ~ Aaz A ,GRASS =12 RC� - IIII �I , 6 12 °RCP Rim Elev. 833.84 ,��^ aA b �'°
r Water Meter
r� 0 , ,A CHAINLINK FENCE - -x -x -x -x -x -ti`+ o
B // G 3 2A x -x x -x -x -x
�'`rG ^ 0ti^� I
BRICK / /\ 6 5 I 2 , {T+� ,� m 1�° + `a�i^p 1° , M'?
7 m C -x -x
32 G b $' d`1 Nci'ill \1c�g23'L� x -x �yKp�T -x - #a -x -x -x -x -x - -x -x -* x -x -x
� I °8 �� �� ,� -- -- -- ---------------== _ Fire Hydrant
x
----- - - - - -- - -- - -- -- ���, 3363 6'�r
- __ - - - - -- - - -- Bi3961 11978 -.z�` , ,a�A GRASS ear,, CON T
- -- - --- -- A ,AAA• + ,A \ hA ,� H d ° o
- --- - - - - -- _
0 v - - - - -- - - - -- g a ^ 83406
m , °
ID
8" PVC , ^ 3 I,•1, r CONCRETE a�� ' +
8, 12'R C P �► 2,� Aa 1 \ z a 0� q , _ , F 4 `7A1 Lt`5 y
eAa I I�, 0 STEP A _ __ a + x 1289 == R_ASS , 7 STEPS bj1 R. Ra� y tl X
' + a' , 0 1 . 3• A 833.644 -_ " E ,° A� a P q° °° Water Valve W aw
WROUGHT g , ,2 ' m 32835 ¢ * A k �° x x 36.316 ^ A a' -x x -x -x +0 z x x x -x ---I" 1 , m�mao
,2 m„ °o a .3 WROUGHT IRON FENCE
v x 8 xPVC -GRASS -x -x -xx� A Ab `�' }�y'�IROxUGHT IRO F , " 4 - a e + o0
II 'WROUGHT IRON FENC + °� , AI- _ ,6 '�� + ' . Cleanout
ASPHALT / �! x- x- x- x- x- = F' g , 1 a 1q2 +0 I h,1aFb� x136,433 �� b 834 ' 510a� GRASS +0A
G z WROUGHT IRON FENCE 7 STEPS 4A8 0 01.,
'�, y I ^ o`Z a uvi x ,0' 83 4 + +1�r. yr m ....
CD o^.'^.'
6 PVC (Per fan) A, , ° Aa, qa �^ ^ �' q Curb Inlet CD "
�NgS'i� "'1 "a A"1` "°,1R Al > > A1. 1A,1•q ' ' ® M m ro
• 6.219 GRASS I W mw
EXI TING BUILDING w
CONCRETE TERRACE ARE��°' , O
"^ a
ev� 3 �N ETE �A ROOF OVER COLUMNS g ^A2 Fib ^t� ° Traffic Signal Manhole
�'� STRUCTURE # 1291 ,�� +�A
STRUCTURE 821 cu �� '° STRUCTURE ## 1133 Storm Beehive PILLASTER EXISTING BUILDING C.O. (Could Not 0 en) Flag Pole
# r l b
Storm Inlet 872 Storm Manhole Inv. W - 828.06' (TYPICAL) Rim Elev.837.5 +
Inv. S- 827.51' STRUCTURE ## Inv. N - 828.13; TC - 832.94'
Inv. N - 827.44' San. Manhole Inv. E - 827.80
TC - 831.07' Inv. N - 823.74 ' TC - 833.03'
Inv. E - 823.79' +
TC - 832.42' STRUCTURE ## 821
Storm Inlet
Inv. SW- 827.74'
Inv. E - 827.87'
TC - 831.44'
NOTE: This site was rechecked for
additional water line information per
plans provided by the client. No
evidence of such lines was found in
the area of this survey as of the date
of the revisions shown hereon.
Fence Line
-x -x -x -x -x -x -x -x -x -x % -P
a,
LL_
-
ra ra u
"DON'T DIG BIND" Fiber Optic Line W W
cro r/o-F/0-- ►�°F�o --Fro -- � � Q
a Q
6" Conc. Curb /Gutter a- W L °
W
f
2' Conc. Curb /Gutter DATE; December 15, 2004
SCALE; 1 " =20'
PROJECT NO. 2004 -0058
SHEET N❑.
1
OF 1
1-800-382-5544
CALL BEFORE YOU DIG