13-103065 (2)SEC. 7, TWPFF 21 IN, RGE. 4 E., W.M.
EX. CB
4 16 8 10 Ou 2) 70
55601500120
BI'llEL"S--SD- --E
mAl"OUs
E K. CB
. . . . . . . . �S S-4-
5560500-230
% M A C-I%t% *
VL.^Z) I VK
L-------------------
CATCH BASIN
41681.0012 RIM = 290.86
as
m ANIEL V14
TYPE 2 ROLLED GRATE
6" PVC NW = 286.76
II 8" CMP E = 288.86±
36" CMP N = 28&36
^e) A^
55605GUU4.pv Iji
IVIVI 14 CK III
J. 5' CEDAR
- - - - - - - - - - - FENCE 6' WOOD
FENCE 11,
SW 314TH PL.
EX. CB
555050=90
5 5 5050"042 6i I
c*4
110
SStdH RIM EL=291.39
PC I EXISTING CITY DETENTION POND #15
C14 1E 8- PVC(N)=280.39 GL S6,_,S%
1E 8" PVC(E)=280.39
ip GO
1E 8- PVC(W)=280.29
STORM, 10RAINIMA'GE
11
- - - - - - - - - - - - - - - -
556O^5',A S )-!n - - - - - - - - - - - - --
^5 5 6 nu 5 0" 004 4 0
SiIa DNELAR0 A .0"' OF FEr% R" ` A I %j DE AL ..A
CATCH BASIN 556050021500
RIM = 290.84 IN41",k. IE=288.52
ROLLED GRATE
6" PVC E = 289.34 IE=288.53
IE=288.6J
8" CMP W 289.99 556050000280fit,0
IFA A
Ill L " 11111BERTE CENTERLINE IE=28& 63'
PROVIDE �EMPORARY 3' GATE w"_vmr" 4-15" CONC
III I WETLAND I§1UFFER FENCE \S T \-4' WOOD CULVERTS
PER REIA�\ SHEET 5.
FENCE
uy...
SHED 6' WOOD/ .......... ............ 292 ............... ... . ... 0
'96 .........
WIRE FENCE
...........
........ 290 .............
4f f
. ..............
............... ......
o .. ....
:?g7;
.. ..........................
..... ............ ...........
IE=28Z 62
...... IE=28Z 71
CLEARING� ......
41681002) 9 0 24• 22
LIMITS (TYP.)
BUR(Ai
-86
AREA OF TEMPORARY
CLEARING. HYDROSEEn AREA WETLAND" CONSTRUCTION/
: -,.; 7�.
INSTALL TEMPORARY MULCH UP(W "COMPE&ION WE
.23 ....
A AR� OF
PROVIDE GRAVEL ACCESS ROUTE TO C P
0X IE=287.66..
INTERCEPTOR SWALE W1 OF TRENCHING (TYP.) 20
4 WETLAND* FOR WETLAND MITIGATI( N. UN R E
VEbETATION UNTIL WETLAND WORK
'T
CHECK DAMS SEE DETAIL SEE AL -MAN OLIVER PLANS FOR'
BEGINS. SEE ALTMANN OLIVER PLANS
SHEET 5. WORK TO BE DONE IN WETIAND ...... FOR
.....ADDITIONAL DETAIL
................... ......
�D VZ) 0
...... 288- WETLAND CONSTRUCTION/.
4
5' CHAIN• .................... BUFFER ENHANCEMENT
FENCE LINK F 7. LIMITS'*
II
%
A 4684,3^r%
11.11 Vu
25
CV•
f 953 ;�IT 'FENCE (TY
p
0 SEE DETAIL
too SHEET 5
-
SI.T FENCE W.
ID
SEE DETAIL SEDIMENT TRAP B
0 CL SH EET 5 to
o
A-
t 2ND LOCATION
d GRADE: AREA TO
•DRAJN:INTO TRAP 21 SURF. PROVIDE 10'
- 4 OVERFLOW W
Uj ...... ...... ELEV.
0 ELIV. 291. •
29 0 1 0
A
0 >
L4-
CENTERLINE
< 4' GATE
L.J.09
IN
4416 1 V IV BUFF
UNE
C&
18
19 17N CIA
STRAW MULCH
3-
6' CHAIN
LINK FENCE - - - - - - - - - - - - - -
5
SEDI1MLsNT,TRAP` A \X'968
1169 SIF REVD-
..........
1200 SF PROVIDEDY
25'x48'x5' DEEP EM SUMP PUMP.
ROL TE TO EX. CB 4-
THEN TO. NEW SD
ON C E INSTALLED
4
'4
A
4' CHAIN THE PROTECTIO
LINK FENCE (TYP) SEE DETAIL
16
..........
41 IU%J 41J 11
sit A Sf'% I
Ch
14
5871 E SEDIMENT TRAP B
5859 1ST LOCATION
It SA =2(Q25/.00096)
27 1320SF..,REQ'D 17
=2(.9402/.00096)
585 8 5857 8461 1420 9F PROVIDED
70x2Oxb., DEEP =1,320 SF
SEE DETAIL SHEET 5
.............
X 0
58 60
N. 7
_S
% Ilk
tk ORANGE SILT FENCE TO
BE INSTALLED/DOWNSLOPE
OF WETLAND CREATED/
ENHANCED AREA PER
MITIGATION PLANS
WETLAND 8
38,501 ± SF
TRACT A
(NGPE/PEDESTRIAN ACCESS)
91,337 SF ......
..........
NOTE:
WETLAND MITIGATION AND
BUFFER ENHANCEMENT AREA
SEE MITIGATION PLANS.
::27" WETLAND
OVERFLOW
(MATCH EXIST. I.E.)
PROVIDE PIPE EN
PROTECTION INSERT,
AL
SA =2(Q25/.00096) FENCE 15PUBLIC SD
16 TEMP. -S PA
CENTERLINE STORM DRAIN =2(.5608/.00096) ROUTE tG EX. CB
6' WOOD x
SUMP PUMP.
=11,1169 SF EX 5SMH 1� THEN TO SD 3.51 GATE EASEMENT
RIM = 288.08 FENCE Qt,
ONCE INSTALLED ......
8" PVC S = 278.03 6' WOOD CEN7ERLINE IE 27* CMP=284. 67
8" PVC N = 278.43 FENCE 5' GATE .. ......
INSTALL CONSTRUCTION EXIT
CHANNELLED 0 CONSTRUCTION ACC STOCKPILE LOCATIONS TO BE USED FOR TEMPORARY
446-7960080 m. SS STORAGE OF EXCESS SOIL. STOCKPILES TO REMAIN UNTIL
k J` vu v 55573003-20 A POINTS. RELOCATE AS VDIED. 5' GAIN
1% 1 A 1, It% MATERIAL IS USED DURING HOME CONSTRUCTION. LINK FENCE
GATE SEE DETAIL SHEET 5.
5557300300
EROSION AND SEDIMENT CONTROL TO BE MAINTAINED AT PROPOSEDI
0) 5557300 3 1 *0 I ALL STOCKPILE LOCATIONS AS APPROVED BY CITY OF PUBLIC STORM
F?Mk A^Kir% MAINTENANCE/
FEDERAL WAY. TO INCLUDE, BUT NOT LIMITED TO,
- - - - - - - - - - - - - - - SEDIMENT FENCE AND PLASTIC COVERING. INSTALLAT1914
GLEN UW- EASEMENT.
5557300290
W A -11-
/ u%j--u 8AL I Em I
5557300002900 55573,00,280,
SAW&ff r% I pe%TIFI%l
SEDIMENT TRAP CB INSERT (TYP) v'V'Lr"%K Wt I 555730"0_270
PUMP OUTLET LINE (TYP) SEE DETAIL :SHEET 5 tFAVILLIAMS
5557 ^A33V
WfN
i3R^%1K1'vI^ 114 TO EX. CO RELOCATE SEDIMENT TRAP
(4 ............. TO 2ND LOCATION ONCE
CATCH BASIN ..... .. GRADING HAS BEEN
RIM = 285.88 SD EX. CB
VANED GRATE COMPLETED. ABANDON &
12/8" CONG E = 283.68 CB L/) STABILIZE AREA PRIOR TO
o SW 316TH PL. WETLAND MITIGATION WORK.
W/FLANGE COLLAR AT IE
SS S89*05'04"E 588.80'
EX SSMH #9 EX. CB
RIM = 286.08
8" PVC N = 276.76
8" PVC S = 276.33
8" PVC E = 276.68
WET. WEATHER RESTRICTION:
CLEARING, GRADING, AND TRENCHING WORK SHALL
BE RESTRICTED TO THE "DRY SEASON" - APRIL 30
THROUGH OCTOBER 1 - UNLESS OTHERWISE
APPROVED BY THE CITY OF FEDERAL WAY.
TREE RETENTION CALCULATIONS
(REF. FWCC 22-1568)
TREE
NUMBER
SPECIES/
DIAMETER
(INCHES)
REMOVED
RETAINED
TREE
NUMBER
SPECIES/
DIAMETER
(INCHES)
REMOVED
RETAINED
5177
14"C
X
7105
12"F
X
5178
28"F
X
7106
14*F
X
5832
12"F
X
7110
16"F
X
5833
16"F
X
7113
18"F
X
5834
20T
X
7115
12"IF
X
5846
15"IF
X
7118
12"F
X
5855
12"F
X
7123
16"F
X
5856
18"F
X
7125
20"IF
X
5857
14"F
X
7130
14"F
X
5858
14"F
X
7131
14"F
X
5859
12"F
X
7132
14"IF
X
5860
14"F
X
7134
16"F
X
5864
12*F
X
7199
14"F
X
5868
116"F
X
7203
16"F
X
5871
12"F
X
7208
11 4"F
x
5873
18"F
X
7209
12"F
X
5953
20"F
X
7210
14"F
X
5954
12"F
X
7213
118"IF
X
5955
14'F
X
7222
18"F
X
6214
14"H
X
7227
14"H
X
6219
12"C
X
7233
14"H
X
6220
24nF
X
7259
16NF
X
6221
14*H
X
7261
12"F
X
6223
12*H
X
7275
14"F
X
6232
12"H
x
7279
12"F
X
6233
14"F
X
6247
12*H
X
6248
121"H
X
6264
18"C
X
6353
116"IFF
X
6360
24"IF
X
6361
6365
12"F
12"F
X
X
TREE
LEGI
6368
12"F
X
6369
14"F
X
(TREE TO BE REMOVED)
(TF
6370
6375
12"F
116"IF
X
X
1
NA
(TREE ID #)
6377
112"IF
X
v\1
c
6380
16"F
X
6383
12"IF
X
(TREE ID #)
6.386
12"F
X
1 6398
112'17
X
AP
APPLE
6435
20"F
X
ASH
ASH
6436
20"F
X
B
BIRCH
6457
14"W
X
C
CEDAR
6458
14"W
X
D
(UNIDENT.) DECIDUOUS
7089
12"F
X
F
FIR
7097
12"F
X
END
EE TO BE RETAINED)
(TREE ID #)
ki (TREE ID #)
H
HEMLOCK
ILL
LAUREL
0
OAK
P
PINE
S
SPRUCE
W
WILLOW
TOTAL # OF SIGNIFICANT TREES ON -SITE 73
TOTAL # OF TREES TO BE REMOVED
W/ PLAT INFRASTRUCTURE DEVELOPED 43
TOTAL # OF TREES TO BE RETAINED 30
Call 2 Working Days Before You Dig
1 800-424-5555
Utilities Underground Locaton Center
(lD,MT,ND,0R,WA)
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS APPRO)0M%TE AND MAY NOT BE
ACCURATE OR ALL INCLUSIVE, IT IS THE CONTRACTORS RESPONSIBILITY TO
FIELD VERIFY LOCATION AND DEPTH OF UTILITIES PRIO1 TO PROCEEDING
WITH CONSTRUCTION.
SURVEY NOTE:
EXISTING SURVEY FEATURES, BOUNDARY AND TOPOGMPHIC DATA SHOWN ON
THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION ISBELIEVED TO BE
RELIABLE, BARGHAUSEN CONSULTING ENGINEERS, INC; CANNOT ENSURE THE
ACCURACY "AND THUS IS NOT RESPONSIBLE FOR THEAGGURACY OF THAT
INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS RESULT.
&T,
0
c*4
C)
C*4
c,4 c-4
06 c;
w
t
0
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omm
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00
0.
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0
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wowLLj
w
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mmm
-,
ILAI V) V)
m mm
mmm
Cq C-47N
C*4 04
co (0 L0
re) c,4
6
z
CMF9LL 01JANTMES:
CUT - 13,816 C.Y.
FILL - 10,030 C.Y.
NET CUT - 3,786 C.Y.
CONTRACTOR TO VERIFY
QUANTITIES INDEPENDENTLY
v C:LJ
JUL 2 9 2013
CITY OF FEDERAL WAY
cl)5
PERMIT NO. 07-102761-00-EN,
APPROVED
1
DATE
PERMIT APPROVAL BLOCK
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C14 C-4 N_79
' `` _ A=24!4248"
R=300.00 N NN ",M
SHED REM kL REQUIREMENTS: , d L= 129.40' 11 0
=307 NN N N
7
SHED TO BE REMOVED VIA ACCESS NORTH OF SITE IN >- wz 0_6 C;
0 15 30 60 M M
ORDER TO M NIMIZE WETLAND BUFFER INTRUSION. J ICATCH BASIN 00\101 I0\\\\\\\0\\\\\1q w
NO HEAVY MACHINERY IS ALLOWED WITHIN WETLAND RIM =302.10 z
CREATION/ E 4HANCEMENT AREA. ANY SOIL COMPACTED Li
12' CMP E 297.51 X w �2
DURING SHE REMOVAL MUST BE DECOMPACTED AND 5.!zc 8 - 0
DATUM NGVD 99
12" �MP W 297.48 %4
MEET REQUIRE-MENTS OF MITIGATION PLANS. 8" ICMP N 297.79 1- 0 0 0�
zzz
sw wwwUmn
6" 1 PVC S 297.70 EX SSMH 'F" :2mmzz
I H
5560500230 1 1 5560500360 1 RIM 302.81 314 N89*01'55V 120.00' M:m M Uj w
fsA%AA I I
8" PVC E 293.08 1
5 5 605 00" zo 2 Ow 8" PVC W 293,00m. 00 0
it SS 0
CATCH BASIN
NOTE: 1 5 5 60' 5 '00" 3 70' 1� N I �_- �7_
It 1 0 1 RIM = 302.49 wwwoo
I I O D a CONSTRUCTION AND SILT FENCES A% L C 0 L 1A ROLLED GRATE
.MARKING WETLAND MITIGATION LIMITS 12" CMP NNE 299.13 Uj
ROLLED CONC CURB a. rL E aw auj.
SHALL BE INSTALLED ACCORDING TO 12" CONC S = 299.11
I -_ - --KITH 11" GUT7ER It 1. 00006
SPECIFICATIONS ON MITIGATION PLAN 12" CMP W = 299.10 WLUWW
4� SHEET W4.1, SECTION 1.3. EXISTING 1/ 1-1 v) v) 05 in (n
no - - - - - - - - - - - --
VEGETATION TO REMAIN. 6" PVC E 300.42
V F` UV UV 5560500400
4 ^1 V 734,64000004,00
9 1 F A IRB A 1, 1jeCZ
cc°
4 HELIA 0.
1 1 5 5 60% 500 3 40 L T A= 15'09'05" mmmmm
P560500310 MEL!"411K I .. . r - - - - - - - - - - - - - - - - - -
31ror%r% A V R=253.01' Q U) (n (n Q
1 ijurl t mm m mm
L=66.91' 5560500410 mmmmmca
EX. SDCB it I jr% I lu 5560500420
IVIOL A1 I U U _U
AREA WETLAND CONSTRUCTION/ 5560500350 ril .4w BEIMIENI T W CO Cf) V) V) (n
I ^ A If :xmmmm
MITIGATION, CLEAR ONLY AS PART OF CALL.Ewi An 55605 03800 mmmmm
X. SHED WETLAND WORK & MAINTAIN EX. CATCH BASIN If �1 C14 C-4 C11 C14
TO BE REMOVED VEGETATION UNTIL WETLAND WORK 6' WOOD FENCE TO EAST, RIM = 305.34 556050039un
SEE NOTE THIS SHEET 4' WOOD FENCE TO WEST VA
12" CMP S 300.94 0 00 r- 0
BEGINS. SEE ALTMANN OLIVER PLANS 12" CONC N 300.62 sll�.7 ZZ
. ..............
FOR ADDITIONAL DETAIL
....... 4' WIRE FENCE SHED 4" PVC POWER N PIPE TO BE PLUGGED
STUB V, S PIPE TO BE REMOVED 6' WOOD U) 04 61
con -A 0 IF If I CT'All"C' V, z
SEWER MANHOLE
A
ov r_ I I 04t.013
-.77 -w w4b 4h Moab RIM = 321.45
lab 100%L
I'
6,$. 8 & 7
1905
------------ 8" PVC N = 314-15
........ ...... 04 8" PVC S = 314.25
CD
PORARY CN
PROVIDE T M ................ 7--
WErl-AND.-SUFFER FENCE
rl
3 1 GOV V
.7
*3
...PIfR DETAI SHEET 5.
726 `.FENCE (TYR SILT
IE 12" CMP
SEE D ETAIL
TO NNW = I i p
SHEET 5
ANII, 305.34 3
72-�5i to
TREE PROTECTIO i WETLAND 'A'
II 6% (TYP.) SEE DETAIL 3,748± SF
•00
SHEET 5
... ................ 4 .......................... I J / i f% 4
^49193
_,I* RIC 4 A RD
7227 2 MAILBOXES
Ul)
Go
10 MB
279 V-1 6" CONC WALL 555920"62
-T ob 1 6
TRACT A 5 R\ 's JC\ 'El
(NGPE/PEDESTRIAfN" ACCESS) j QRG in ON
Cl\\
P CLEARING
91,337 SF V�
6219 8to LIMITS (TYP.)
............... ADJACENT ZONING RS-7.2
7-7-/
...... ..• (SINGLE FAMILY, HIGH DENSITY)
.6233
............. 722%
23/:
WORK
SHOP
HOP
0�
....................
STRAW MULCH/
SHED 'A NOTE:
/A
/r
WETLAND MITIGATION AND z-1-1- Lz Z_z _j
BUFFER ENHANCEMENT AREA gob
ARMOR :FLOW PA Ir
SEE MITIGATION PLANS.
f 89*01,60M
',-W/ RIPRA
.13
w-:
6214
W__ +
w
5E 0
. .......... PL
N.
7130
POND ACCESS 5 5 5 9 -2 002 6 11
SEATIONIN, ROAD
E) �.\C B
A- - - - - - - - -
L-1-4-, IV 14LIV
CEAN TALE AL•- - - - - - - UTILITY POLE & ANCHORS TO
j_j•
4
I BE RELOCATED BEHIND PROPOSED
TRACT A•
SIDEWALK. COORDINATE W/ PSE
23 IN ERCEPTOR t ►I- j FOR RELOCATION.
L) J'-
vv�l 'SILT
50 A D A SALE ALE (TYP.) PROVIDE co
STRAW MULCH ..-'FEI.--
GRAVEL: ..SLO ES, "..COVER W% -^7118
:SLO.
WETLAND SURFACING EROSION -14
BUFFER E
NET 25
r r;SEPIMENT TRAP A
1,959 SF REQ'D
2,0,00 SF PROVIDED SIGN
15 "NO DUMPING"
12
'89
0
13
)TEMPORARY RISER
SEE DETAIL SHEET 5
25'x8O'x5' DEEP
INSTALL CONSTRUCTION .-'EXIT
ROCK CHECK DAMS --
TEMPORARY - - - - - - - - - - - - SEE DETAJL SHEET 5
CONNECTION .-0 50, SPACAG (TW-.)
0 CONSTRUCTION ACCESS 55590 0260
- - - - - - - - - - - - - - - - - - - -- A A k 1
0.5% SLOPE AC 'r 1IVI^1
=2(Q2s/-0OO96) POINTS. �ELOC�TE AS' NEEDE!
V_ 63'ZI8 7 2.3
C;:\1pN - SA
- - - - - - - - =2(.9402/.00096);
(TYP-) VZ "
.4
:0 TO RF URED
4
'ITY POLE, ANCHORS
TEMPORARY
.% _�A `,., 6,386 1,886±
=1,959 SF wETLAND 'E' SEWER MANHOLE
6,353 SF R 324.18
UTI� I "�M PVC E = 317.38
TELEPHONE RISER IU: BE 8 PVC N = 317.28
............
3,aq ........... RELOCATED BEHIND
j
PROPOSED SIDtWALK: se 6" PVC S 317.38
- - - - - - - - - - - - - - ---ice WOF SE' FOR
V RECEIVED
MINATE W/ P
�0 0
------------ -----
..................
RELOCAT10N. (TYP):
97
CB INSERT:'
L
S --e- 1A00_
SEE SHEET 5 ssi JUL 2 9/SH2013
tow
SD E . ............ .. 3161"H
RECORD
4p, 71 x CITY OF FEDERAL WAY
6p LOCATION
FIT Ii ---------- CDS
ift FE 2.4' HIGH CENTERLINE I \ I ii
if
wo 6' WOOD 11 .
i
134 A
....... CID CONC 4' GATE FENCE 555-/ 0-t4v" 1 734- 1 1 5178
290 ...... PROP.Q.SED 117' BUILDING WALL i \
290 1 1 FGARAGEl•
PUBLIC STORM ETBACK LINE SHED 555-/ IU4120 SEWER :MANHOLE
C 4
MOLLER
555
E I I WET WEATHEE RESTRITIQN:
MAINTENANCE/ R TO USE 11"V RIM ILI'
EC#197911270757V18 •CLEARING, GRADING, AND TRENCHING WORK SHALL
INSTALLATION CONTRACTOR SE DETENTION POND 31 T1q,
4 8" PVC S 298-29 5' HIGH
FOR CONStRUCTION SEDIMENTATION. .11 BE RESTRICTED TO THE "DRY SEASON" - APRIL 30
EASEMENT. 2,300 SF REQUIRED CEN7ERUNE CHAIN LINK THROUGH OCTOBER 1 -UNLESS OTHERWISE
95557310'"110 141,
10,514 SFI PROVIDED 4' 6A 7E 31 FENCE
7
10 'l STORM DRAIN - EASTER 555 .34�4^^ 0 APPROVED BY THE CITY OF FEDERAL WAY.
EASEMENT ^34^ 55573410 06 - 21049162
I
JEINISE'l-11 D^
555-7341V IU it
REq#197911270757 w JAICKSOIKII
HARITN'O Qw m NOS p
I - I J. )t EXISTING 10' ESMT
41 1 - q 'N I r-
O�, EASEMENT (APPROX.)
- - - - - - - - - - - - - - - - - - - - - 6. HIGH
5557300_250 41 ;r
d 14
V Call 2 Working Days Before You Dig 1 -.q.11 j I OD FENCE
fail STOCKPILE LOCATIONS TO BE USED FOR TEMPORARY
IL S^t.1
Iry . Vill
STORAGE OF EXCESS SOIL. STOCKPILES TO REMAIN UNTIL
MATERIAL IS USED DURING HOME CONSTRUCTION. I /
1L�. 4 5
I I;
I c :' '�734^r%
it.:4
M
555 / IU%J9U
PERMIT NO. 07-102761 -00-EN
Utilities Underground Location Center
P R I K H0 D K
EROSION AND SEDIMENT CONTROL TO BE MAINTAINED AT
1 4^ SC)
ALL STOCKPILE LOCATIONS AS APPROVED BY CITY OF 555-13,v"
(lD,MT,ND,0R,WA)
.
I
H i
I
Vs Of 14'
FEDERAL WAY. TO INCLUDE, BUT NOT LIMITED TO, S141EN
^ If
-
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1. - 1,
CAUTION:
SEDIMENT FENCE AND PLASTIC COVERING.
LOCATION. OF EXISTING UTILITIES SHOWN iS APPROXIMATE AND MAY NOT BE
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CATCH BASIN
ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO
5 5 5 7 3 1 T RC% I
RIM 307.15
FIELD VERIFY LOCATION AND. DEPTH OF UTILITIES PRIOR TO PROCEEDING
1% Cf,
A^%.IESS RC A. D
8" CONC W 304.62
316TH PL.
WITH CONSTRUCTION.
12" CONC S 303.95
APPROVED
SURVEY NOTE:
EXISTING
EXISTING SURVEY FEATURES, BOUNDARY AND TOPOGRAPHIC DATA SHOWN ON
T - - - - - - - - - - - -
CATCH BASIN
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-
THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASIED UPON INFORMATION
RIM = 307.10
- - - - - - - - - - - - - - - - - - - - -
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE
DATE
RELIABLE, BARGHAUSEN CONSULTING ENGINEERS, INC. CANNOT ENSURE THE
6" PVC W = 305.17
ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT
INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
I 8" CONC E = 305.06
PERMIT APPROVAL BLOCK
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
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