HomeMy WebLinkAboutTED4001923.1_ EXIST. 8" CMP SD EXIST, 12" LIP SD 3,� N . E. 4 T H STREET
EXIST. STORM MH - - - ----- -- =. �� ----- - -- - -. --� -- - u -- ----- i
RIM = 3 18. 12 - �N 89' I 42 W 265.00 :assails
-
I.E. = 312.10(W) f SS SS -� 318. 50+ NIATCFI I EXIST. CB
I \ \
.E. = 311.72(E) EX. \ RIM = 318.70
I.E. = 311.48(S) I 318.50± I.E. = 313.25
- MATC73 EX. I - 3� \
318
EXISTING SANITARY
SURVEY NOTES:
DATUM: U.S.C. & G.S. o
i'
BENCHMARK: CHISIED " p " AT THE S. E. CORNER
OF CONCRETE TRAFFIC LIGHT BASE ���• \1
AT THE S.W. CORNER OF N.E. 4T11 I
STREET AND MON'ROE AVENUE N. E. I I I it J W
ti
a
NOTE: ALL BOUNDARY AND TOPOGRAPHIC INFORMATION / / tp
SHOWN ON THESE: PLANS WERE OBTAINED FROM A
/ O
BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED / / o
BY BARGHAUSEN CONSULTING ENGINEERS, INC. I I NEf^l YARD DRAIN
DATED, I }� RLM = 215.80± (MATCH / Z/
FINISHED GRADE) /
SEE DETAIL, SHEET C-3 316.50 BC
k,
NOTE:
�
15'
316.30 /
I
`�. 316 30AC 316. i0
\ 317.50 TC
317. T
317.2
/ Fj• %��
1. REFER TO SITE P.ND UTILITY PLAN FOR ALL
/r
�-
\
\` 17.0
/ % Fj� O
'
HORIZONTAL DIMENSIONS
�'(
° ''
0 BC
f 0
NEW5± L F 6
a ' -
� 316.2 0 I34�
316.00
o,
2. REFER TO SHEET C-3 FOR CONSTRUCTION
INSTALL NEW 4" DIA. PVC (SOLID)
AT 2.0`
PVC @ 1.0% (MIN
WNOTES
/ / '-
AND DETAILS
CONNECTION TO CB #i 1 (LOCATE
316 �:_@' 711.7
/
PIPE 5' MIN. FROM BLDG. - O 316.30 -; \` \� 0 0
1 C,
3�6.BW
FOOTING) . I �v 16.40 TW
_
C.O., 2 . :
3 5.90 BW c�
EXIST. STORM MH i 61 � ;
RIM = 316.12 _ O i
I.E. = 309.72 SAN. SEW. C.O.
= 309.64 4� ( �_�' CB 1A TYPE I 1 Q�•
- J I ��'� RL = 315. 50
, / I . 312.45 N 1 318
x- - - x - - - x -- --Y ----- ---_SS - SS -
-- ---r r �- I 312.49 S 317 0 ! BC
_ \ DowlvsPOUT %,
(TYP . -�) 2.5t°° 71 �y
316 - - EMTM SANITARY � � 1 0 -' � � " 318 \ '1'C �
SEWER MH - I 1.5 /° I=----T._ t - BC I Q
- -- -
315 - RIM3L6 0N
5-j - --� L ; . EU �/
(_ I 1
314 -E�-THICK X 10' WIDE � _�� \ � � 316.40
3 5
REINFORC D.CONC. \
DRIVE SLAB O i I .90 BW I /I I �p�/ M
M '.F. .� Le ® � /- / 319 /25±
j
NEW 92 L. F� - 12" @ /2 .0% � � E� 1 ,
4" DI PERF_ Pam_ _
INSTALL NLI.. LEGEND
(RIGID) FOOTING DRAIN AROUND `
PERIMETER ' OF BUILD .
PROVIDE 4 DIA. 50LIlp PVC s� r 316.0015.90 TORN / UT / /►)�Q / 320 PIL
319 - - - - --- - - EXISTING ELEVATION CONTOURS DRAIN CONNECTION FROI}1 N W ��� Am G E / /� 6�0° M -
FOOTING DRAIN TO CB #1 _ 315.9 Byl(__� GP,)DE
t0 1` . 90 316. 40 TW \ r� 31815+
AT 2.Os (MIN. 2
( 315.9 0 BW I I tiIACH E. .
PROPOSED ELEVATION CONTOURS
o o
\o EXISTING SPOT ELEVATION RAMP K (1:SLOPE) SLOPE) O p P MP IS AND I / j '� i 51
TO PAVEMENT GRADE FOR -
PROPOSED STORM DRAIN VEHICLE ACCESS B HIND •
BUILDING (TYP. 2 PLACES) 316.16 TW M � 3-7.20 TC
-- -- EXISTING STORM DRAIN 315.66 BW 315.60 I / 3
321.00 PROPOSED SPOT ELEVATION �n 1 Z f \ `\ ��o f / 1
315- 1
TC TOP OF' CURB n I GH'I r �� CA 1JP
�I 315.35 YJ� �' h? ' 4' ( D�h /
BC BOTTOM OF CURB 3 5.95 '�' I � _ ' ' P ` co
JL�7 ) AT
TW . ;MIN .) �%/ NEW CB TOP OF SIDEWALk 2. 0
-i -------- C #2315. �i
BW BOTTOM OF SIDEWALK I ice- -� Ic (}�
OVERLAND FLOW DIRECTION (SLOPE ARROW j _____�_____ 1316.8 �, / a NEW CB I T'TP_ TT 48
\ � �� i h W/SOLID
NEW CB #4 TYPE I ° O S O ° '� I ♦�i RIM 316.93 �
I. E -
R� llvi - ,E "" 31503 � , I - --�--� I � � /� _ - I - 31062 N 310
#4 REBAR @ 24"
O.C. EACH WAY
316.00
5.80
6 REINF.
2.0% CONC SLAB
BEARING PRESSURE
ENVELOPE
#4
REBAR @
TOP 8 BOTTOM 45'
CONTINUOUS
EXIST. 12' STORM
I.E. =3- 311.77� /------ -A-- ► ---316►80 TOP F PIMP ISLAND % - 310.81 W _
I.E. _ �09.29
NEW66 L.F. - 20 . @2.0
° O ° \� t - 312,12 4 NW - (LOWEST INVERT
o'---------
�_,,- 2 � 314.82 S ELEVATION)
am \�5 - 60
f oh
NEW CB #3, TYPE II - 5 4 " I I
W/SOLID LOCKING LID �! � 316.25± ��, ,�
R11_4 316.92 • „� AS -BUILT PER SECTION 7 4 CONSTRUCTION MANUAL
�, 315. 90 Tw I MAT EX. / FOR MUNICIPAL PUB IC WORK CONSTRUCTION i973
I. E. QB:AQ t33 � 308.24(WEST) 315. 40 BW I
I.E. - Z 309.07(EAST) ° I w 2 L.F. - 36" (TYP.) -
I.E. = 312.32 (2' OVE F OW VENT) I
NEW 43 L. F. - 12' CNIP 315. 40+` f / ��j� i� BY DATE
1.86% _ MATCH E
Ln
NEW CB # 5 TYPE 11 - 5� " --
WITH OIL/WATER SEPARATQR NE'wi56 L. F. -5 CMP DETEN4I1ON PIPE @,8 = 0,5% EXIST. STORM MH
TOP OF RESTRICTOR=313.02 AND FLOW RESTRICTOR
=
OVERFLOW = 309.87 RIM- 315.50 � � z RIM 311.22 I.E. = 05, w) 40 (
BOT. OF ORIFICE = 306.11 0. F. = 3�3, 0 313.02 I LW 2 L.F. - 36" (TYP.) M (0 I.E. _ 305 840 (W)
I.E. = 3���9T�" � ,�"I-�,_ � = 305.70 (N)
I.E- , _ .14 _ (12,) 310.87(NORTH) I.E. cy
10,
-
SECTION Z-Z
NTS
5'
I" - 20'
�L, v
•<\
k\\o
pECOMMENDEO
"_7R APPROVAL
00
-�: F JR 0, : ���►�, �rvvrsr.�►
EXISTING GROUND
ELEVATION \�
BLDG F.F. = 316.50
rn
EXTENDED BUILDING FOOTING
SEE ARCH, PLAN SHT, A-3
s I.E. 307.0 NEW C NNE!' �/ , - ••
Fdp
Z
- -NEw 30 Lam. - l c�IP CO
/ N REVISION BY AR��!
.`. = 308.02 (12' TO WEST)
-1 d /3.0 y� o..o
I.E. = 308.23 (36' TO EAST) cSr� l
REVISION BY B.C.E,
NEW CB - y�
LE. = 31 snwP
N NEW ClJDATE R E V I S 1 0 N S
\ � � I.E. 30�.6 -
x
/ EXIST. STORM MI w �/ 1 3/2/87 IGH'`LI^D CANOPY DOWNSPOUTS
RIM = 314.34 ET. 12"
I.E. = 30 9 (I ; �f_ �- D-- 2 10/23/8 MISC. STORM DRAINAGE MODIFICATIONS PER CITY REVIEW
Cy C / I.E. = 7.54(W)
I.E.-�94-4,6(NEw 12"- 307.55 - Barghausen��31/3/8 REDUCED SHEET SIZE - REPOSITIONED DETAILS
CTNSER- IT EXIST. / Consulting Engineers Inc.�)l«
I.E. = 309.� R CITY TDs.) g g 1/30/B REVISED PER AS BUILT CONDITIONS
TO NEW CB SOUTHLand Planning, Survoy 9 Enpino*rinq Sp*ciolists i �I
4
6626 So MOM St Spit. 102 Karat. wash 96032 (204) 972-S122
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