18009 ANDOVER ST.PDFIIIIIIIIIIIIII
10161
18009 ANDOVER ST
District )L OV
,0
,,oCity of Edmonds — Water Department
TAP CARD
Reading: 000 Date
No. 874?- No.
Meter Tap
Size {Size
Mfgrs. No. 3B3!?oGc-
,, n Style J S, /Z
Purchaser: allwL bV1jN"K+-4, ch
Serv. Add. �S&(99 Af&,�� zs±
Lot No. Blk. No.
Add.
Residential:
Other:
Meter Location -q(9. K30-X OF 77-400 R,
'OF Q)R.
Service Material:
Pressure - lbs. Test
Date of Work
Forern,�an
Guar. Voucher NO. $
Proj. No: U) 91--S
Remarks:
RaCOADA60
-"HWO
OUTGOING
INCOMING
Index Reg.
index Reg.
—Route
—Route
Bk.
Bk,
Stcncil—Card
Stencil— Card
ROUnNG SLIP 0
3ERVICE INSTAUATION .
ADDRESS: i sooct A Kd 6))-uj
DATE: I<- Zia s
1D. 1. 34"PLAsr.
js� 10,00 DIAL A DIG#9041(o4o
P.U.D. -
OT
TELEPHO99-1
CABLE T.V.
FOREMAN
GAS 14C, 6-3^5
;,, 6�lv
STORM SEWEP
OTHER
FUTURE. SERVICE INSTL: YES
CUT:
LOCK
CREW
DAM-- INITIAL: -
JUNLOCKJ
aNITIAL:
METER SHOP
Jos --
ACCOUNT NUMBER: 3 2�,7 -7 0 5-
SUPPLIER: AL.:> ar�A�
TREATMENT PLANT
FOREMAN
B L T
T
FOREMAN
INITIAL DATE:
TAP CARD
METER SHEET
APPLICATION/
UTILITY
DISPATCH
I
BILLING
I I
7/76
ADDRESS: )md rVow ,�6
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE): ),as
COVENANTS (RECORDED) FOR:
CRITICAL AREAV
DISCRETIONARY PERMIT
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER): lq?ID
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED
SEWER LID FEE $:
DETERMINATION: E] Conditional Waiver n Study Required n Waiver
LID #:
SHORT PLAT FILE: S - Q I - s LOT: 2-> BLOCK:
SIDE SEWER AS BUILT DATED: 1 [141F7
SIDE SEWER PERMIT(S) #: DI m 1�1 -
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED: 1 1115
LATEMPOST'sTonnAStreet File Checklist.doc
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77
CITY OF EDMU,q=DS' ZON NUMBER
�Pp
CONSTRUCTION PERMIT APPLICATION
JOB
NAME (OR NAME OF BUS,-, ADDRESS
363-9318
ITELEPHUNE NUMBER
T9 I 1 -7 IS-3 - 30
-15::IR M 46insTR
1-- 0 ufo P Ic y Dp,%Sa
pli,-) D5 L LON C , �%Oaft
NSE NUMBER
)AA nr. L -7::2, t<--(
Icriptionot Pro nc "'i I asements
ow or attach foour'C'I'1�1es)'
it"'! CnT-
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
E
EXIST14G -/ REOUIRED DEDICATION—
PROP
OSE15V.-
RIGHT OF WAY r.ONSTRUCTION PERMIT REOUIRED.
STREET USE PERMIT REOUIREO.-'
SEE ENGINEE
4 "�' I
I / "
I )
REMARK!
SIGN AREA
V. REVIEW
ALLOWED PROPOS
GOVIP�,
LETE I
EXEMPT
—L.71
"7A—RIA.CE
OR CLI
PLANNING REVIEW
B
LF
S— .
--Z
YA=RDIS �= 0
IRCA
_ ,
—,
T:2
FRONT SI.E
REAR
A.DIALTER
REPAIR
DEMOLISH
REMODEL
RESIDENTIAL
COMMERCIAL
RETAINING WALL
EXCAVATE
OR FILL
PRE'IOVIECN� Pj P.
COMPLIAN E INS
PLUMBING
MECHANICA
SIGN
FENCE
El L—.—Ft)
El swim
POOL
CHECKED BY
WX6
TYPE OF STRUCTION
.7-0E
'17,
/ ff
SPECIAL INSPECTOR
REQUI ED
0 YES C, NO
AREA
OCCUPANCY
GROUP
WOOD STO
INSER rV'
APT. BLDG
RENEWAL
---
PROGRESS INSPECTIONS PEP. UBC 305
UMBER OF STORIES
NUMBER OF
DWELLING
HEIGHT
VALUATION FEE
S7UH
PLAN CHECK FEE
7-97�t-A'716A) my �U 1E, &�g�jo
...24-9
71 -384
PLUMBING
MECHANICAL
Z 4
I his Permit covers work to be dor e On Private property ONLY.
I
Any Construction On the P ublic domain (Curb$, sidewolks,
d
GRADINGirILL
W.
riveways, marq ees. etc.) will require separate permission.
Permit Application:
STATE SURCHARGE
180 Days
Permit Limit: 1 Year Provided Work IS Startef� Within Days
ENERGY CODE
/S700
�4
"Applicant on behalf M his or her spouse, heirs, assigns and
L
successors in interest. agrees to indemnify
w defend and hold
harmless the City of Edmonds. Washington. its of ficials
'icia'5,
employees, and agents from any and all claims for da a f
whatever iature, arising directly or Indirectly from d:..lLes .
I is
e
It U.nce
of this Permit. Issuance of this Permit Shall not be deemed To PLAN CHECK DEPOSIT
modify, V�alve or reduce any requiremen ny city ordinance
O�
nor limit in any way the City's ability to en orce any ordinance
ro
p Vision."
A
TOTAL MOUNT DUE
oz/. so
hereby acknowlsdge that I have read this application; that1he
f'
III ormatfon given is correct; and that I am the owner. or the duty
authorized agent Of the owner. I agree to Comply with
ATTENTION
APPLICATION APPROVAL
city and
S tate laws regulating construction; and In doing the work allthor
ad thereby, no be
TIIS PERMIT
AUTMORIZES
This BPPI!Cation Is not a Permit until
person will employed in violation of In. Labor
Code of the State of Washl ton
ONLY THE
signed by the Building 5
Official Or 'I,
relating to Workmen's COmpensa.
I surance.
WORK NOTED
Deputy: and fees are paic 1, and r.c.l,l
0.
SIG UBE fO.NER GEN fE SIGNED
INSPECTION
DEP-RTMENT
acknowledged in space provided.
CITY OF
E OMONDS
OFFICIAL'S SIGNATURE DATE
04
&,,,P� rK 1,.Z.5
ATTENTIO
771-3202
RELEASED BY AT
IT IS UNLAWFUL
TO USE OR OCCUPY A 13UILDING OR STRUCTURE
L
UNTIL A,F:NAL INSPECTION HAS BEEN MADE AND APPROVAL OF,
A CERTFCATE OF OCCUPANCY HAS BEEN GRANTEC. UBC
ORIGINAL — File YELLO�— In , UCtOrj
CHAPTER 3.
102-87
. I
PINK — Owner GOLD — Assessor
I
� , to,
:—A 1� T
CITY
of E D M 0# S
Sir. SEWER PERMIT\
For Inspection
Call 771-3202
STREET
FIL PERMIT NO.
07802
.:Zr
co
CD
-0
W
or
Address of Construction: 1%001 - A M 2 —CN t E � '! n rRV S; E:--- I -
Property Legal Description (Include all easements): Lo--r --T� Z
S �J I -S5 A-S ReC S(o D:Zo SO 2R-3>
Owner and/or Builder:--%41z.--, --V:�ORO NA TAS:, C, kyz,�, co
Contractor & License No: I 1--0RQtAPC, V7-3
Singl:e Family Residence 70 7 o-�l
Multi-Fami ly (No. of Units LYNNWOOD LtNfl
Commercial (No. of fixture Units
Invasion into City Right -of -Way: No' —Z Yes (If Yes, Right -of -Way
Construction Permit required. Call One -Call -Center (1-800-424-5555) before any
excavation.)
Cross other Private Property: N o Yes (If Yes, easement required,
attach legal description and county easement number.)
PLEASE READ THE ITEM LISTED ON THE BACK
i certii-y tn�t 1i rave reaa ana snaii comply
with the itemUlisted on the back.
i i /,* A -7
Datt
Permit Fee: Issued By:
iDate Issued:
Trunk Charge: //- L/-,? 7
Assessment Fee: Receipt No.: -7 7 7!2
Partial Inspection:
Comments Date Initial
Final Inspection Approved: \- �Al 2�5�
Date Initial
Rejected:
Reason
Wh.ite Copy - File
PERMIT MUST BE POSTED ON JOB SITE
Green Copy -'Inspector
55 t —e I n i —ti a 1
Buff Copy Applicant.
The City of Edmonds
Side Sewer Drawing
EASEMENT NO - -------------------------------------------
NEW CONSTRUCTION Xf REPAIRS E] LID NO - ------------------ - ASMT. NO - ------------------
OWNER ------------------------------------------------------------------------------------------------ CONTRACTOR DC04LA Q-0 %o�, 5- " - (2-0 -
-- ------------------------------------- ---------------- PERMIT NO. a7rs.q--,;�
JOB ADDRESS ........ — ------ .......... LEGAL DESCRIPTION: LOT NO - ------------- c -- ---------------------- BLOCK NO - ------------------------------------
cae A4 116 eo-o',* 'IC-o I oZ- tvewo r,-,
NAMEOF AJ)DITION -----------------------------------------------------------------------------------------------------------------------
= LIN E
D
Cib Lim.- 2, pgg-ij
t /Z
5t
e,2.
Approved:
PWW-0001-11/75 (REV.11/78) DATE Ak.—.7b: .... ................. By -------------------------------------
,L--.,
in F, 1 0;
-IT
Io
40 8
25/
Z
=110 45" 49ff
R=
L 4 8.3 31
N I
aj 1225
co
ol
�m t
(U
0
C)
e4
'Fu,ar ?LAW
se-AtA&
OD
Ijb.uu A* le ft /
I/ a)
10-10' . I m
CD
oc:)
"*-o -Iwo S-Mft,4
tvZ:�7:
117,3 5'
�N 88 55/ 22// W
\ A / RRnW.N
9-4
123,00
CD
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000
0 55
C04
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SP
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N 88 55/
R 0 B E R.T it
a
STREET FILE
STORM'DETENTION CALCULATIONS
Thomas J. Lambrecht
SHORT PLAT
EDMONDS WASHINGTON
BY:-.,JOHN E. NORMAN.PE
December 31, 1985
9852 ARROWSMITHAVENUE SOUTH SEATTLE, WASHINGTON 98118 (206) 723-3504
r-1
L -A
SUMMARY -STORM DRAINAGE
DESIGN STORM
LOT AREA
TOTAL
EXISTING IMPERVIOUS
OTHER
PROPOSED IMPERVIOUS
(3 HOUSES)
LANDSCAPED -
NATURAL
HYRAULICS
TIME OF CONCENTRATION
10 YEAR ALLOWABLE RUNOFF
10 YEAR REQUIRED DETENTION
51,915
SF or
1.19-ACRES
1,560
SF
0.04
ACRES
50,355
SF
1.15
ACRES
12,080
SF
0.27
ACRES
6,000
SF
0.14
ACRES
33,835
SF
0.78
ACRES
EXISTING T = 12.9 minutes
c
PROPOSED T = 11.2 minutes
c
C coefficient
,.,EXISTING C=-0.24
PROPOSED C= 0.36
RAINFALL INTENSITY'iftches,/hour
EXISTING 10 year storm i= 1.65
PROPOSED 10 year storm i= 1.80
DISCHARGE RATE in CFS
EXISTING 10
year storm
Q=
0.47
PROPOSED 10
year storm
Q=
0.77
REQUIRED STORAGE
in CF
V=
314
STORAGE PROVIDED
in CF
V=
474
1 0 0
CALCULATIONS
STORM -DRAINAGE
DESIGN STORM 10 YEAR ALLOWABLE RUNOFF
10 YEAR REQUIRED DETENTION
LOT AREA
TOTAL 51,915 SF or 1.19 ACRES
EXISTING IMPERVIOUS 1,560 SF or 0.04 ACRES
DRIVEWAY 2,000 SF or 0.04 ACRES
OTHER 48,355 SF or 1.11 ACRES
PROPOSED IMPERVIOUS ''12,080 SF or 0.28 ACRES
LANDSCAPE 39,835 SF or 0.91 ACRES
RUNOFF CALCULATIONS PER: TITLE XXIV DRAINAGE ORDINANCE
MANUAL O.P.W. SNOHOMISH
COUNTY. dated November 1979..
RATIONAL F09MULA
Q=CiA C impervious = '0.9
C gravel rbad='0.6
EXISTING
:'T 10 +260/.1(1'.5) (60):'.. =121.9 MINUTES
c
FUTURE
T = 10 +90/(3.0)(60) 4160/(4)(60) =11.2 M INUTES
c
EXISTING
C ((0.2)(1.11)+(0.6)(0.04)+(0.9)(.06))/1.19
0 .'2.4
FUTURE
C =((0.2)(0-78)+(0.90)(0.27)+(0.25)(O'.14))/1.19
=0.36
C less by-pass= ((0.2)(0.78-0.57)+(0.9)(0.27-0.08)
+(0.25)(0.14)),/(1.19-0.57-0.08)
0
i from chart page 25
10
=1.65 INCHES/HOUR
i EXISTING
10
i PROPOSED =1.80 INCHES/HOUR
10
Q=CiA EXISTING=(0.24)(1.65)(1-19) =0.47 CFS
Q=CiA PROPOSED=(O..36)(1-80)(1-19). =0.77 CFS
Q by-pass
AREA I = 3,304 SF or 0.08 ACRES
AREA II = 24,70.0 SF or 0.57 ACRES
Q=CiA= (0.9) 1 (1.80)(0-08) =0.13 CFS AREA I
(0.'2)(1.6.5)(0.57) =0.19 CFS AREA II
TOTAL =0.32 CFS
Q allowable=. 0.47�0!32 =0.. 15 CFS
REQUIRED STORAGE REF: Yrjanainen Warren Method,
10 YEAR STORM.,
.=0.15 CFS
Q
allowable
Qo= Qallowable/((Area)(Cfuture))
0.15/((0.54)(0.46)) =0. 60CFS/Ac C
T = -25 + (2255/Q )0.5'
0
0.5
-25 + (2255/0.60) =36.3 Minutes
v 3607T/(Tt25) (40)(Q )(T)
s 0
3607T(36.3)/(36.3+25)-(40)(0.60)(36.3) =1265 CF
0
�q
V = (V ) (A) (C
total s D
V (1265)(0.54)(0.46)
total
STORAGE VOLUME PROVIDED
OVERFLOW ELEVATION 312.0
STORAGE IN CB'S
314 CF REQUIRED
STORAGE VOLUME
CB NO.
DIA.
INV OUT
STORAGE
AREA SF
VOLUME CF
HEIGHT FT.-
CB2
48"
306.9
5.1
12.57'
64
CB3
48"
307.2'
4.8
12.57
60
CB4
18"x26"
308.8
3.2
3.25
10
SUBTOTAL
STORAGE IN PIPES
CB NO. DIA. LENGTH T
CB2
3011 58
CB3
12 70
SUBTOTAL
TOTAL CLOSED STORAGE
CLOSED
STORAGE
474
CF
151.0%
OPEN
STORAGE
0
CF
0.0%
.134 134
AREA SF VOLUME CF
4.91 285
0.78 5 5'
340 340
474 CF
TOTAL STORAGE 474 CF 151.0%
REQUIRED STORAGE 314 CF 100.0%
ORIFICE DIAMETER
0.5
Q (0.62)(a)((2)(9)(H))
allowable
=0.15 CFS
0
0.5
a= (Pi) (R)
=0.0136 SF
0.5 0.5
D= 2R= 2(a/Pi) =0.1316 FEET
or 1.6 INCHES
Lf)
CB-1 TYPE I
CB-2 TYPE Il 48
CONTROL MANHOLE
CD
oj
COUNTY
OF
SNOHOMISH
PARK
LAN
TING CB
H INLET PIPE RIM 288.6
RIM 316.58
B INV. P 85.0+-
OVERFLOW 312.0
SLOPE RIN. TO
INV 306.9
.1%
EXISTING CB
CMP,*L=164'
8 16' W ORIFICE DIA, 1.6-
B 53'
+
121CMP, L=
12'
423.04'
CD 165.00'
Mi
174.39
Oki 16'. 4SPHALT ROAD
4j
:-7. 7 — — —
— — — --- — — —
0.
.145.00'
cl
CLEO
to
co q
tr)
C.9
2� LOT
i
46
%0
317.0
1 ON MAX]
MIN.
to
PLA(
3 TO 5 FO
2+00 25' mo
I ON 3
315-5
.-Top!
HIGH ROCKERY
N 88 55'2
LEI.
BUIL
ADJO
CB-3 TYPE Il 48,
�.0
RIM 316.95 N
15" min.
INV 307.2
1 ON 3 RE EG TATE ALL
ASPHALT.
cl.
zi Lr)
+
+
C.)
+
..........
163.0b;
21 MIR Co.
ASPHALT.0
CB-4 TYPE 1..-'
3' MIN. CO*
CLASS 'B'
RIM 312.0
......
INV 307.55
6' MIN COI
THICKENED
LOT
2--'
cn
FCRM CURE
u
co
z
tn
10
46.00'
Z3
:N
88 551 221 W
117,35'
N 88 55' 22' w
PLAN
co rl
Ln cu
r-z EXISTIN(�, GROUND SURFACE cu
ID cl) cl) PROPOSED ROAD SURFACE 6
c6-j > -j CD ..................................
. . LIJ. ........... a-w ....... . ........ S�- ... cl ....... ......
..... 0 064'1 a. w S. 0.0793 CLLI (U
320 ...........
120
Li L)
CL
L) 30' CMP, L=58', S=0.0 50 12' CMP, L=70', S 0.0050 ...........................
.9� . - ....... ............ ............ ........................ . ..... ......
310 . .. ............... ... .....
w
Li L = I cz
Li C3
jC�B7�. TYPE. 11. 48' CY
...... . QB-:4 T:(PE ' i ................................
................. +
...... CONTROL MANHOLE RIM 316.95 RIM 312.00 M C3
300 ............ ... ............ INV 307.20 INV 307.55
RIM 316.58
OVERFLOW 312.0
64
> 0
w INV 306-90 L = 60'
—i — ....................................................................
w ORIFICE PIA. 1.6'-
...................... . . . . . . . . . . . . . . . .
.................................... . . . . . .
280 ....... & ................ .................................. 2+00 3+00
0+00 1+00
ROAD AND STORM PROFILE
NOTE: ALL METAL PARTS AND SURFACES MUST BE MADE OF COR
ROSION RESISTANT MATERIAL OR GALVANIZED. COMPLETE COR
ROSiON PROTEC, TION -MUST BE ASSURED
OFFSET FRAME GRATE SO THAT RESTRICTOR/
POLLUTION DEVICE IS VISIBLE AT EDGE OF
OPENING AND AT EDGE OF OPENING AND
DIRECTLY OVER THE LADDER
6- -
R I M
316.58 11
P.RATE EL EVATION
t locking)
All
-
EAFLOW PIPE AND OUTLET PIPE-%,
TWO ROWS RISER BRICK
STRAP TO BASIN WALL
i%
in z
MAXIMIM-TO BE MORTARED
(NO PLASTER COAT)
FT, 312.0
D
H 4. 9'
-2 MI
INLET PIPE MINIMUM SLOPE- 0.5
OUTLET PIPE
130" IN-
OL
E*
1211 OUT
-
EL 30 7.0
EL Water Surface
L 306.9-
Assumed 307.1
STANDARD GALVANIZED
CATCH BASIN LADDER
z
STEPS
N
00,
.REMOVABLE END CAP
�w
z
w/ NEOPRENE GASKET
04
A
TYPE II QB '48"
RESTRICTOR PLATE WITH1.6"ORIFICE
DRILLED I N PLATE
CONTROL MANHOLE w.T. s.
C301 C9 cxj 00D
-Isv-=3,j61 C)PS
;INI.SInoD HGI VNOHO�Ns
I
a
v
L,
Prop
Rrty ql:
CITY OF EDMONDS -
-1 MONDS
N2 05513
V—NEW
ADDITION
RETIREMENT
AS*sEl* FORMATION SHEET
STREET FILE
ASSET NO.
ADDITION TO ASSET NO.
6��0.5
DESCRIPTION
SERIAL NO.
LOCATION
ZZ-42k2
DE
� �TNO
17.
* * PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
B.A.R.S. ACCOUNT NO.
40 ESTIMATED LIFE 12-51-
INITIATED BY DATE
PROJECT NUMBER
PROJECT COMPLETION DATE
COST
APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
III//DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
0 G.L. ENTR
REFERENCE DATE
VERIFIED BY
PROCESSED
BATCH NO,
itnp INITI
DEPARTMENT FILE
, It
R MR-110
COMMS
PIAM ING:, '
WMj
BUILDING
FIRE
SINGLE /COVERCLAL -.(Circle One)
I
M/l/4 1114 SAM
11.
w/a/
ItI1111.11
r.SETBACKS qTCKM 7-i pla�nipg
VARIANCE/SETBACK ADJ.-
1111177
CONDITIOML USE PERMIT
2
7T/WT
_7777777-77
77777777
ADB; PbMfflWMft C'HECKED
3
11117177-7-777777777
7
111q11117
OTHER ZONING REQUIREV�
//////
4
//7//7
11114111
ENVIRM04TAL FEATURES -
5
ACCESS SLOPE, & VEHICLE ACCESS
////////I
A
6
DRAM= PLAN -(On Site)
7
T1 77177
77 7 7 7 7 7 7
STREET FILE
11117777777771777,
777
77T777
LEGAL DESCRIPTION VFRTFICATION
/////////
/////////
////////
9
77/7 7 7
7777TI T/7
7TI TTR 7 7
77777777
QUIT CIAIM/DMICATIONS
////////
,
10
FAmum PuBf.ic/pRrvATE �_Ia
77777777
////////
11
117777
777777777
CALCULATE SUM COMECTION IF NO LIDO 151
12
,fuT/suBDrvisioN MrRa-Erm
M/W/
13
RIGHT-OF-WAY CONSTRUCTION PERMIT mom
14
/77777777777777
BOND REOD M-R PUBLIC IMPROVEf-OM
//////
/////////
15
SOILS CONDITIONS & GROUND
11111T
77777777T77TT1777-
WATER FIETD CHDCXED
/////////
/////M
16
STREET PAVIM REQUIRED
7777/7777
77TITIT17-
7
17
7T17F1
TITTR77
TT= 7 7
CURB AND GLMM RE)QUIRED
//////
/////////
18
SIDEWALK REQUIRED
-ITIT17
111171111
-ITTFITTF
19
111117Tff
�w/n/n/
CURB CLJT FOR DRIVEWAY REL)D
111111111V
20
STREET NAME SIGN REQD
TTITTITIW'
21
OYMM SIGNING RELM
TITTITF17'111111111
TITF
22
SIDE SEWER AVAILABILITY
23
EXISTING WATER MAIN SIZE
17R7
//////
7TM1111
/////////
i� "D. I -
77TITTIT
////////
T177TR 7 7 7
24
WATER �!ETER.SIZE
777T7
77T77TRT
//1
/ //////
////////
25
SERVICE LINE SIZE
77777777
////////
1111171111
26
—
HYDRANT REQUIRED
'77T
777TI7
/////////
777TfFI7
-11-1177777
27
7Tr.,777_7rTT77//
HYDRANT SIZE EXISTING
28
CROSS Ca*MCTION INSPECTION REQD
77777/77
1111T=
29
vaTER mETER CHARGE REoD
777TI77T7111111
0�11111111
////////
30
-
FIRE LINE MARGE P= - SPRINKLER
////////
1111111171
31',
STREET CUT
.32
OPEN DIMH EXISTING
33
777/77777777777777-7C
REM
34
TITM
CULVERT REQD
35*
'777TI777TT1777T
SIZE.
36
77777TTITIT7777
CATM BASIN
37
INDICATED ON SITE PLAN
38,
SHOULDER DnAINAGE mAWAIN
TTITIT
f7TTT177T
SHALE OPEN RUNOFF
39
IIIIIIIITF117TITIH
'140
PZVIEWED BY:
PLAMINGMGR. ENGINEE MGR. PUBT2C WORKS MGR.
6ii-A.
7�