20030047 Ver 1_MAPS_20030117

SHEET TOTAL
TO1VN PROJECT REFERENCE N0. N0. SHEETS
1
TOWN OF DATE REV. APP'D DESCRIPTION
REV. BY BY
ENGINEERING CARP, NORTH
~1~~
PLAN AND PROFIL INDEX OF SHEETS SPEIGHT BRANCH INTERC SHEET N0. DESCRIPTION
1
J
d"
1 COVER SHEET ,~y
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2 PLAN AND PROFILE 9~
ti
G~,
g PLAN AND PROFILE
4 PLAN AND PROFILE
5 DETAILS
6 DETAILS
S.E CARY PKWY TRY[]N RD
A
ti
ti
e Q
4 4
SR'~ON RD W W
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U S,E CARY PKWY
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ENVIRONMENTAL IMPACTS
WETLAND GREENWAY IMPACT = 18,382 SQ. FT. (0.422 ACRES)
WETLAND SEWER IMPACT = 35,575 SQ. FT. (0.817 ACRES)
Y t ZONE 1 SEWER IMPACT = 3,460 SQ. FT. (0.080 ACRES)
ZONE 2 SEWER IMPACT: 7,476 SQ. FT. (0.172 ACRES)
°°°~~an~nu~°°~°
CAR °
.0
PREPARED IN Tf~ OFFiCE THE OFFICE OF THE ~ v °o a •
TOWN OF CAR ENGINEERING DEPA ° SEAL s SIGN CARY ~ ° RING DIVI OF o ENGINES
s 18431 ° ~ e
"DEPARTMENT :~o APPROVED: rr
rent rtT C1mnL~L~?1'~ fn ? _
31b N. Al:Allr,ml D Rubin I 0 1 nr_ir_'J 1 •,.u vs• p
•.a~ DATE ENGINEERING DIRECTOR [ CAROLINA 27513 ••h,~ ~•N.•.•
PLANS PREPARED BY: J. REVELS, R. DOWNS CARP, NORTH cAROLIT
L~

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~ . NC. CRID NORTH (NAD 83)
~ _ - r, ~ V
EIP ; NOW OR FORMERLY U
~'~'~f:• NNINGTON WOODS LIMITED PARTNERSHIP
s. < . ' PO BOX 2148 C r~.~ • ~ ~ ` CA 93457-2148 WETLAND DB IMPA TS ` ORCUTT, , W W
:4740 SQ. FT. 0.109 ACRES) _ SEWER ~ H
- \ _ ~ ~ :6458 SQ. FT. 0.148 ACRES) - r - ~ GREENWAY ~ rn
O,p , ZONE 2 IMPACTS IP
• ~ ~ _ , THIS- SHEET): 6016 SQ. FT. Wq - H d
r . 'tea ~ , ~ R j' = .138 ACRE S U
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Q ` r ~ to ~'r - - - - - - z _ N
- - ~ _ _ _ - v - _ _ . .
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~ ' ~ 0 PROP. 24 DIP S.S. _ _ - ss - - ss> - - k~ \ me'eu'~~'.. . J+QQ . ' ~ - WETLAND DA IMPACTS:
~x~ ~ ~;z'-. -ss- - , , _ ~ ~ s ~ " ~ _ ~ . ~ . , ; • 4458 SQ. FT. 0.102 ACRES) s SEWER. (
- ~ 2 , , . . - - ` 8 ~ ' GREENWAY:2079 SQ. FT. (0.048 ACRES
~r~:l ~ ~ ~ _ - - r.- - ---y - . SEWED EASE ~ \ ~
. ~ PROP _ ~ III-~ b p.:. _ _ J MN
_.,,~s
WETLAND DB _ _ . x~ a; MERLY ~ Ip S NOW OR FOR
ar ~ _ _ S TY ASSOCIATES FUND III ~ y~... REALI
~rr~~ ~rrnrs ~ i- _ - TY CO. ~ m WETLAND DA ~ C/0 MICHELSON REAL - - ti F RSYTH BLVD STE. 900 7701 0
- - ~ ~r,~ ~1r _ _ ~ _ ~ MO 63105-1840 ~ SAINT LOUIS, ,
J \ - ~J _ Pw orw' .rte"' r'~'- ~ ~ - RWOOD AT LOCHMERE) (AMBE
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_ '"5~_ ~ v~i~.. -
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,o•• CAR
~ ~ ~ ~ FAN o~° 0~ °"o
NOW OR FORMERLY ~ - TOWN OF CARY ToyNoyy e m
PO BOX 8005 0 o BOO R F ~ ~I ~ o ° SEAL s s 0 ~ Rc A os o x : o e ° e Ur o ti RM` 0 0 25908 s ti a
" CARY, NC, 27512-8005 • ~ WETLAND CE . P eo Mi FR 0 0 e ~
,n : 93 X48 p ~ '°e ~1 e°
~ . 1 - ~L . ~ , 2~ FRS F FUGUE
~!bc•~ ~ NOW OR FORMERLY . • I ~ ~ ~r~ T °oquuH ~
l~` COVENTRY CARY HOMEOWNERS ~ ~ ~ , J' ASSOCIATION INC. ti o ~ ~
100 YEAR FLOOD PLAIN BOUNDARY ~ PO BOX 97243 WETLAND CG i
• Y THOMPSON AND ASSOgAIES RALEIGH, NC, 27624-7243 ~ 6 - '

T1 ,`l
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~ -
_ THE CONTRACTOR SHALL
- i PROVIDE A STD. 5-FT DIAMETER T CONCRETE MANHOLE, W W ~{E (~NNIRACTOR SHALL PRECAS
1 THE CONTRACTOR SHALL PROVIDE A STD. 5-FT DIAMETER A S1D. 5-FT DIAMETER SEE STD. DETAIL 7.01 w PROVIDE x
PRECAST CONCRETE MANHOLE, PRECAST CONCRETE MANHOLE, N ~"'a W
SEE STD. DETAIL 7.01 TD. DETAIL 7.01 CTOR SHALL PROVIDE t,,} SEES THE CONTRA r k A WATERTIGHT RING AND ~ ~,.J Q
THE CONTRACTOR SHALL PROVIDE THE CONTRACTOR SHALL PROVIDE ~ STD. DETAIL 7.03R ~ N
A WATERTIGHT RING AND COVER RING AND COVER M ~ W A WATERTIGHT y n SEE STD. DETAIL 7.03R MANHOLES CONSTRUCTED INSIDE M ~ W ALL W
THE CONTRACTOR SHALL SEE STD. DETAIL 7.03R z PROVDE A STD. 5-FT DIAMETER Z ~ 100-YR ~OOp PWN SHALL BE ~ Z
PRECAST CONCRETE MANHOLE, HOLES CONSTRUCTED INSIDE ~ ~ INSIDE • SPECIFlED BY THE ~ ALL MANHOLES CONSTRUCTED o WATERPROOFED AS $v N SHALL BE 'Z VENTS WI1H CONWRAP, Q
STD. DETAIL 7.01 ALL MAN ~ TRACTOR SHAM SEE ALL THE 100-YR FLOOD PLA!~i SHALL BE THE CON THE CONTRACTOR SH THE 100-YR FLOOD PLAT M ;3 CONTRACT OOgI ,goo WATERPROOFED AS SPEgFlED BY 1HE o PZ CONSEAL, OR OTHER AS APPROVED. ° M~ ~ 'Z ~ ~i~
STD. 5-FT DIAMETER DIAMETER WATERPROOFED AS SPECIFlED BY THE PROVIDE A ANHOLE THE CONTRACTOR SHALL PROVIDE PROVIDE A STD. 5-FT ONCRETE M MANHOLE, CONTRACT DOCUMENTS WITH CONWRAP, r~ _ = CONTRACT DOCUMENTS 1MTH CONWRAP, a~~ rN - - D. APPROVE
PRECAST C A WATERTIGHT RING AND COVER PRECAST CONCRETE . DETAIL 7.01 7 O1 CONSEAL, OR OTHER AS APPROVED. SEE STD ~ STD. DETAIL 7.03R SEE STD. DETAIL _ CONSEAL, OR OTHER AS ~ THE CONTRACTOR SHALL INSTALL A O °0 u"~i~ OWN IN STD. rr k~
o VENT ASSEMBLY AS SH _ V H o~M o +01 ~ ~ DETAIL 7.04. THE MANHOLE SHALL
ALL PROVIDE DE ACTOR SHALL INSTALL A o~M THE CONTRACTOR SH ~HO~ CONSTRUCTED INSIDE THE CONTRACTOR SHALL PROM THE CONTR ALL M SHOWN IN STD. BE VENTED TO ELEVATION 373.5-FT p„I ao w . +~~F -
A WATERTIGHT RING AND COVER YR ~OOp PWN SHALL BE A WATERTIGHT RING AND COVER VENT ASSEMBLY AS TAIL 7.03R THE 100- FIED S1D. DETAIL 7.03R DETAIL 7.04. THE MANHOLE SHALL s M~~ SEE STD. DE BY THE z WATERPROOFED AS SPEq SEE M~~ -Z a w ~ s
Q WI1H ~y~Ap, BE VENTED TO ELEVATION 370-FT a ~ ~ ~ Q~~~ - - = _ - a -
STRUCTED INSIDE ~ CONTRACT DOCUMENTS All MANHOLES CON w SEA OR OTHER AS APPROVED. ALL MApIHO~ CONSTRUCTED IN E 100-YR FLOOD PLAIN SHAH BE a = z CON L, TH a THE 100-YR FLOOD PLAIN SHAl1 BE _ _ _ ~ ~ ~
WATERPROOFED AS SPEgFlED BY THE ~ A WAJ~PR00~p AS SpEgFlED BY 1HE w
CONTRACT DOCUMENTS WITH CONWRAP, N a 1HE CONTRACTOR SHALL INSTALL T DOCUMENTS WITH CONWRAP, OR OTHER AS APPROVED. ~ u~~ VENT ASSEMBLY AS SHOWN IN STD. CONTRAC S APPROVED. . _ r,~ ~ ~
CONSEAL, ~ M DETAIL 7.04. 1HE MANHOLE SHALL CONSEAI, OR OTHER m - w z ~ ' 369 H
M n BE VENTED TO ELEVAl10N 365.5-FT ~ - - ~ M M~ ..N - -
: 'Erp ~ \ - _ _,---f _r_
~ M~ NV. MV ~ ~~,,.~~i--_-', ,...rte,-. ~ 53
-Z ~ N ~ M~ ~ \ 0 1 W S
/ : _ 65 DATE
J _ _ ~ -
~ ' ~ ~ ~ _L~~ . _l ~ " DI SS P.
_ _ , 24
AT10N 1'-_ - LEV / ~ ~ ' ~ x.000 E 100 / ~ ox GRAS i SCALE X1.1 TAL
~ 1 -40 HORIZON .
/ ~ ' ~60'L - _ _ --T--- 1"=4' VERTICAL
~x { - / P,, _ _ - , - ~K--~ _ 4 2 - ~ - - __r___
_ - - - i ~ iri,, ~ ~ _ - _ _ , ~ ' ~ ~ HEFT S pt~ ' ,
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ii~~. ~ 361 - ~
7 _ 5 3 T- ~ _ _ _ _
P i 4 2 _ - _ - - -

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_ - _ _ - - 300 Ly- 357 ~ ' N BY DRA W i
~S 53 _ - _
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- - - . ~-GR _ _ . - ~
- -~I _ m' M'
-r , _ l ' REVISIONS : :
353 ~ ~ ' i ~ ' i i ,i -:349
j ~ i r ~ ~ ~
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3 '-LF I ~ - - ~
GRADEI ~ ---------r------r--------- ®0.75 :
349 - - - ~I I ' 24 ~P SS ~ i ' ' ~ ~ ~ _ 45 3
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(D. cn o' M ui Lf)' co; c0i r in: ODI 0) to W)l i -
O Oi OI O~; co; (D' M' c0' M, cDI (01 ((DD (01. M' M' 11+00 11+50 - - _ . 8+50 9+00
M: - 6 6+50 7+ 9+50 10+00 pp 7+50 8+00 ~
+00 5+00 5+50 6 - ;L 4+50 3+50 4+00
+00 2+50 3+00
1+00 1+50 2 0+00 0+50

THE CONTRACTOR SHALL TEMPORARILY ~ ~ e.____. .u_.-- _
DAM THE STREAM IMTH SANDBAGS TO - THE CONTRACTOR SHALL STABILIZE ~ - Tyr -
ALLOW INSTALLATION OF THE SEWER _ _ THE STREAM BANKS EX DING AT ~ _ MAIN ACROSS THE STREAM AS SHOWN. LEAST 10-FT ON EACH IDE OF THE - ~
THE CONTRACTOR SHALL BYPASS PROPOSED SEWER MAIN TH A ~ ~-r•--
PUMP THE STREAM FLOW AROUND THE P~' _ .o•~ ~ - - NOW OR FORMERLY STREAM CROSSING UNTIL THE SEWER P MINIMUM 1 FT LAYER OF RIP-RAP AS , - - _ - ~ J r
REALITY ASSOCIATES FUND ili EL SHOWN IN DETAIL A.3. sr'"' - - „~..r MAIN IS INSTALLED. THE CONTRACTOR ,,,,..rN• C/0 MICHELSON REALTY CO. ROTECTION 0 . -
7701 FORSYTH BLVD. STE. 900 SHALL PROVIDE SCOUR P ~,r~" - _ - U
SAINT THE DOWNSTREAM SIDE OF THE _ _ _ _ ~ ; - LOUIS, M0, 63105-1840 STREAM CROSSING DURING BYPASS r+r
(AMBERWOOD AT LOCHMERE) PUMPING OPERATIONS. STREAM FLOW ` - ,~~s, _ Y.~., ~..a.
SHALL NOT BE REINSTATED UNTIL THE ~ • _ - - . _.d. STREAM BANKS ARE FULLY STABILIZED. - - _
ar ~=r it - - _ - - ~ r - t _~w.
n E MIEN R ASE ; ~ 0 v~ . . _ H - W _ _ - i ~ W
P SE _ PR ~ ~ _ WE - _ _._.r._. ~ _ - ~ , ~,.e.. - - - _ _ _ _ = _x- m~ _ - - - a
_
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~ROP. 24 DIP S.S. G. , H ~ " DIP S.S. W ROP. 2 ~ H
F . S - - - ~ . ~ r~ i - U ~i F.,,r,, _ . - - ~i
- _ _ . G z SS
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~ ~ ~ r WETLAND CD IMPACTS: WETLAND CD E'-I - / co
SEWER: 22,580 SQ. FT. 0.518 ACRES - ~ ~ NOW OR FORMERLY S _ S ~ - ~ ~ NOW OR FORMERLY
~ ~ ~ ~ r ~ GREENWAY:9240 S . FT. 0.212 ACR TowN o cA ~ lp ~ Q ~ ES) F RY . TOWN OF CARY H
% ~ PO BOX 8005 5 ~ ` SS ' CARY, NC, 27512-8005 ' ~ SS PO BOX 8005 ~ CARY, NC, 27512-8005
~J'~ ~ ~ / WETLAND CD _ =
- - , r ~ SS _ /
\ ; ~ -
' - r ~ , ' 'r ? NOW OR FORMERLY SS - /
JOHN CROSLAND COMPANY ~ - • / - ~ -
PO BOX 31528 ~ ~ ~ w~. - _ ' RAIEiGH, NC 27622-1528
_ f ~ _ _ J, Q
_ _ r - ~ ,
v _ ~ ~ a _ 100 YEAR FL D PLAIN -
ti, ~ - . r - _ BOUNDA - 2 - RY BY PRIEST CRAVEN AS OCIATES _
_ S _ SS 1,~.
- ~ ~n ` _
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N
_ %
~ ~ ~ ~ ~
- ~ ~ - ~ \ ~
I ~ ~ \ osepoeeaeoep°,
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a: - N _ ~ S ~ R ° ° SEAL " ~S \ R o e o ; v ~ - e o 25908 t i e
_ - ~ ~ -ss- N ° ~ \ ~ v~/~
7 . \ W lF ~ 1
i - ~I \ ~ \ ~ FUG NE \ E
\ ~ ~neeoeeeee ~ ~ ~
i i ~s~~~~~~ t~AD ~ (n ~pR2
\ iD \ \ ~ GR
KETFI ~ , . ELD \ Q \
o LAND I~ , \ \ _
~f~ \ ~ r
THE THE CONTRACTOR SHALL THE CONTRACTOR SHALL
THE CONTRACTOR SHALL PR01 PROVDE A STD. 5-FT DIAMETER PROVIDE A STD. 5-FT DIAMETER
PROVIDE A STD. 5-FT DIAMETER PREC PRECAST CONCRETE MANHOLE, SEE PRECAST CONCRETE MANHOLE, PRECAST CONCRETE MANHOLE, r°. Z SEE STD. DETAIL 7.01 ~ SEE STD. DETAIL 7.01 n W
SEE STD. DETAIL 7.01 W M
THE I THE CONTRACTOR SHALL PROVIDE A THE CONTRACTOR SHALL PROVIDE A W H
THE CONTRACTOR SHALL THE CONTRACTOR SHALL PRCIIlbE STD. PROVIDE A STD. 5-FT DIAMETER A WATERTIGHT RING AND COVER COVET STD. TYPE 2 MANHOLE RING AND STD. TYPE 2 MANHOLE RING AND °o COVER FOR OUT FALLS, LOCKING COVER FOR OUT FALLS, LOCKING U
SEE STO. DETAIL 7.03R COVFJ PRECAST CONCRETE MANHOLE, COVERS REQ. SEE STD DETAIL 7.038 COVERS REQ. SEE STD DETAIL 7.038, C~ Mrc Z
SEE STD. DETAIL 7.01 SHEE' ALL MANHOLES CONSTRUCTED INSIDE ~ M SHEET 2 OF 3. SHEET 2 OF 3. N - ~ W
THE CONTRACTOR SHALL PROVIDE THE 100 YR FLOOD PLAIN SHALL BE THE 11 ALL MANHOLES CONSTRUCTED INSIDE ALL MANHOLES CONSTRUCTED INSIDE N Q n W W
A WATERTIGHT RING AND COVER WATERPROOFED AS SPECIFIED BY THE WATER THE 100-YR FLOOD PLAIN SHALL BE n THE 100-YR FLOOD PLAIN SHALL BE Z WATERPROOFED AS SPEgFlED 8Y THE WATERPROOFED AS SPEgFlED BY THE
SEE STD. DETAIL 7.03R CONTRACT DOCUMENTS WITH CONWRAP, CONSEAL, OR OTHER AS APPROVED. n° CONTRACT DOCUMENTS WITH CONWRAP, CONTRACT DOCUMENTS WITH CONWRAP, Q
ALL MANHOLES CONSTRUCTED INSIDE ~ CONSEAL, OR OTHER AS APPROVED. CONSEAL, OR OTHER AS APPROVED. g~
THE 100-YR FLOOD PWN SHALL BE THE CONTRACTOR SHALL INSTALL A Q WATERPROOFED AS SPECIFED BY THE VENT ASSEMBLY AS SHOWN IN STD. n + 'V o Q
m CONTRACT DOCUMENT'S WITH CONWRAP, DETAIL 7.04. THE MANHOLE SHALL ~ O V
CONSEAL, OR OTHER AS APPROVED. m BE VENTED TO ELEVATION 377.2-FT O~ ~ ~ h-i Z ~ n f-i
~ ~U ~ ~ W W - ---T-------- - 381
t0 M ' +f~H ~ M~ M _ _ - W
~D 0\ M ~ +MV
O~ ` M~ _ : _ r~ _ _ 1rT,I
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R ° ~z M~ v i, ~
S
5 pp ELEVATI i ti - _ YR FLO ~ ,~r~- 100 ~ 4" DIP SS
J ~ ~ ~ ~ 2
.r i SW- 053 _ _ _ _ 3 . ~ - -.OQ% GRAD - _
DATE 421-LF
° : 03 JAN 20 ''s s IP. D
i 24
~ ~ ~ ~ ~ I ' GRADE i ~,/~A ~ - ! 6% 369 - - _ _ ~ - ~ ~ _ _ SCALE :
I ~ r - - _ _ _ _ - _ _ , 1"-40~ HO _ - . _ RI N _ _ _ - ~----36
400-LF ? 4 DIP ~ 1 =4 VERTICAL
2 ;ti.• • -:~s-.4~ % GRADE
~ ~ 90.80 i ~ ' SHEET
i ~ a 300 LF ~ S _ ' DIP ..,ti;}• , ----~'4
0 ~ ~ - - - 365-- - - - - ~ - - _ - - - - _ ~B~- - - ®1 a~-GR ~ .ti.1--~- --a- - - - 50-LF ~ 1t' - _ 36 ~ _ 0
i ~ CONCRE ENCAS T ~ ~ ~ i ~ ;SEE STD., DETAIL 7;14.
I I ' i ~ i :
' ' DRAWN BY
- _ 7 61 i--- - - - - - - 3 ~ - _ _ _ -i - _ _ _ _ _ _ . _ 3 61
I I j I ~ f ~ ! ~ ~ ~
;THE CO TRACTOR'SHALL Fl THE ! ' ' ' I~ ~ L,L
. r,:. ;VOID SPACE AT THE SEWER' I I
CROSSING WITH FLpWABLE 1L1. ' ~I Q Fl ~ ~ REVISIONS
357 . - _ ~ ~ _ _ _ _ . _ . _ : . a I ~ - - - _ ~ _ - - - _ - _ - - - - i ~ . ~ ~ ~ G i ~ - , _ _ _ _ . . . . . . - . _ _ _ _ _ _ 35
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I
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- ~ - - - - 353 ~ - - - - f--- - 3
- - 5
co' rnl c0' ml , ~ off' i I ~ O Oi IA; r N d• r M N ~ (0 r- t0, (A Oil Oi~ Oi O; O~~ ~'i Opi (O~ O~ ~'i ~ ~ (V'~ lV'~ (V' N'' Nll M~', t~ 0~; 00'': O; M! ~tI O', M c~: 0): ~}i r; O'~ M' ~I r+~,; gyp'': rn'
COI 101 t0 ~I ~ ~ ri ~ I d'~ Nj t0~ (01 101 ~~I 1n C M t0 Imo. r~ ~ r n:, r' Imo', RR, f~ N r, r r n' h r ~ f M M M1 M; M'i ?7'~, ?71 M r7; M~ Mai M 17=. ?7~ rT M'i ~I M N1, Mi M~~ en1 M~ rn~~ M' rn~, M~ n ~ ~ pp' ~ 00 00: , 00, DO- of pj' i`; ~i r~, ~ ~I ao~ ao~ ro~~ ao'~~ ao! aoi ao
I ' r!, pl, •l. •!i
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 1~
0 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00

- _ _ _ -
- _
-
_ ~ e7 rr
~ ~u~_ t NOW OR FORMERLY
N
IN E RUFFIN & SANDRA P - ~ _ _ FRANKL Ivy- ; ~ , ~ 3408 DOWNEY CT. F~~ U
RALEIGH, NC, 27612-5034 ~ l = ' - ~c - z
E..
1 .~e.~ _ , sue"., ~ `rir r ~ ~ < U NC. CRID NORTH (NAD 83)
I _ ~ ti. _ - E
i•. W
\ - . . ~ G ~ E ~ ~
® ~ ~
s'''ue THE CONTRACTOR SHALL TEMPORARILY DAM THE STREAM WITH SANDBAGS TO W
_ O ALLOW INSTALLATION OF THE SEWER qq d
- / - - - - ~ , _ ZONE 2 1MPAC~ - MAIN ACROSS THE STREAM AS SHOWN. U THE CONTRACTOR SHALL BYPASS ~
~.....e ~ - ~ 304 SQ. FT. - PUMP THE STREAM ROW AROUND THE
~ ~ ~ ~ ~ ~ 007 -ACRES . ~ _ _ _ - - - STREAM CROSSING UNTIL THE SEWER z ~ _ MAIN IS INSTALLED. THE CONTRACTOR
' ~ wry'"" ' SHALL PROVIDE SCOUR PROTECTION 0 00
NOW OR FORMERLY ~ ~ SIDE OF THE ~ DOWNSTREAM M THE
TOWN OF CARY `t, a ' PO BOX 8005 A " STREAM CROSSING DURING BYPASS PUMPING OPERATIONS. STREAM ROW H
` ` , ~ CARY, NC, 27512-8005-~ ' A 3 ~ SHALL NOT BE REINSTATED UNTIL THE
- ~ ~ 0 ~ ' u _ - Ox ~ F STREAM BANKS ARE FULLY STABILIZED.
- a q _ ~r S£ _ M M • - h - THE CONTRACTOR SHALL STABILIZE THE STREAM BANKS EXTENDING AT
LEAST 10-FT ON EACH SIDE OF THE
. . ; WER PROPOSED SEWER MAIN WITH A
• : , _ EASE PROP. SE M ~ ENT OFD... . _ MINIMUM 1-FT LAYER OF RIP-RAP AS ' SHOWN IN DETAIL A.3.
R~3 . . ~
s ~ ~ ` . p A _ J-- _ PROP. 24 pO_~ ~ - a
DIP . . ' . .S. r - - - i-' _ . _ H i~ r ~
` M - \ SS .i.
~i ~ ~ 2 . WE LAN CC - ~ _ - . _ _ - - ss _ - ss "
ss . . w - - _ _ - - _ _
a . - _ _
' IP WETLAND CB _ - _ l - _ w S~
_ . _ , - P _ _ . ~ - -R 8
, _
' 1 - _ k ~R i
1 ~ ~ ~ RF PACT:., ~ F s s . S _ _ _ °ejeeaueee°p°
ZONE 2 M N{y f 1156 SQ. WETLAND CA _ ~ ~ CU
MPACTS: RY ' ~ ` WETLAND CBI ACRES. V~ C ~ CAR 0
100 YEAR FLOOD PLAIN BOUNDA (0.027 ~Q`j _ SEWER:2223 SQ. FT. (0.051 AC ES) 8Y THOMPSON AND ASSOgATES , e ~ e a •
FT. 0.01 B CRES) ~ - ~ ; GREENWAY:778 SQ. ( e o e ~ SEAL • . e a • s e
~a ~ ~ - ?N~ `,e ~ 25908 : ~ a
. ~ - ..t .~1 • 'i/ o e ° ..t ~ o°° ~ °°a
T ~ - WETLAND CA II~PAC
4 S . FT 0.036 ACRES) SEWER.157 Q EUGENE ,e°°° e°° °eeeeeeN
S . FT. 0.014 ACRES) ' " , REENWAY:605 ( I,;
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y
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THE CONTRACTOR SHALL PROVIDE A W MANHOLE CONNECTION TO EXISTING N w w
THE CONTRACTOR SHALL MANHOLE X15. SEE DETAIL A.1. ro w a xj N H 'l W
PROVIDE A STD. 5-FT DIAMETER ~ o V T~
PRECAST CONCRETE MAN10lE~ w a THE CONTRACTOR SHALL ~ yip, p~/~ 7,01 h~ ~.J H
PROVIDE A STD. 5-FT DIAMETER N N W
ECAST CONCRETE MANHOLE, CONIRAC1Txt SHALL PROVDE A a oo PR THE D M M SEE STD. DETAIL 7.01 STD. TYPE 2 MANHOLE RING AN d n1 hr~
COVER FOR OUT FALLS, LOCKING ~ o\~ F-i W
THE CONTRACTOR SHALL PROVIDE A COVERS REQ. SEE STD DETAIL 7.03R, M STD. TYPE 2 MANHOLE RING AND EET 2 OF 3. mJ +No H
FALLS LOCKING ~ M~~ COVER FOR OUT , E'~ H
. SEE STD DETAIL 7.038, MANHOLES CONSTRUCTED INSIDE o COVERS REO ALL -YR FLOOD PLAIN SHALL BE °D SHEET 2 OF 3. THE 100 ~ W
WATERPROOFED AS SPECIFlED BY THE n a~~' ~h V
ALT. MANHOLES CONSTRUCTED INSIDE CONTRACT DOCUMENTS WITH CONWRAP, o:? THE 100-YR FLOOD PLAIN SHALL BE CONSEAL, OR OTHER AS APPROVED. o\ h-! ~ y H
WATERPROOFED AS SPEgFlED BY THE o t wa
CT DOCUMENT'S WITH CONWRAP, N _ +av CONTRA r - - ~ CONSEAL, OR OTHER AS APPROVED. r - aw
M - 393 a
- ~ J -
M~ +mo ~ w v H
M~ - _ __i 0 i ~ - w
r _ - z H
r~~ I~~~- 389 _
o /
a~ l t M~ TION ~ _ O 1
a Op ELEVA
FLO - 1 OYR - u~o:? D I ~ ~I ~
i i I III i ~ 1 ~ i _ F, _ - 85 DATE
~ - - - 3 ~ , _ - - I ,
I_I ; I
_ .r 105~LF - --r _ ti. - SCALE
1"=40' HORIZONTAL
~ ' s~vj~:. 4%..,.GRADE _ r ®0.8 ~I I ~ s.r~, _ - - - - 381 1"=4' VERTICAL
_ r ~ r i i , I --T---- + . r I i ~ , i i I I i - - - r. q I
I _ _ 2 _ _ - DL SHEET
381 I I ~ L _.----~I ~I i i i : : ~f
.9 I ~ T : ~ E N ENCASEM 1'E RE CON C : OF
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