HomeMy WebLinkAboutCastlebar Apartments Phase II INSTAu REFIELTORI3D ( ) 127a
- PROVWIEO SGL BACNSLOPE TROY FLEX-STAKES(3 i .--_. (1780)x__ 127.M)
CIMB TO EXISTING
PROVIDE OTT STANDARD'NO PARKING ANYTIME"SIGNS M BOTN SIDES - -_ - - -_ - - _-- l (GASTON)
OF OAK STREET(m)AS PER Cos.STD. N0.O/D0-7 �\� 1
=.I — ----- — LEGEND
D w Q
ARK A.
--- RETDCATE C
EMR»N END BARRICADES I1 M
0 DEAD
TRANs»M A PROPERTY BOUNDARY CH 9AlOLER
AT I:15 Pw ID IRR RECORSiR11CT
- I MANAGE As RIGHT-OF-WAY BOUNDARY 9N06M -- -,
15'
PROMOS iV SEC7gN Oi:yrtDPt: )) a TRIG DEAD END BARRICADES - - _ _ - -
SEWE SSS M'rxw'Mc
CURB iM R ACCE NEW PILL CURB / rJ ICONTOUR -_EXISBTANG
} - - -- Oak Street �0M"nA"� J GUTTER
A,L�g PyA
INST MW CaILREYE ss M qY y.{ - yYEt�S)] - __ - - -- _
REMOVE EXISTING DEADIEND BARRICADES _ - - - - -( \I TALL NEW STORY MAW _
5 ANHOLE WTH T APR - - 24" ROLL CURB &
NEMOVE EXI pTW CU _ - - -'pWES�iEX1�LTL0Tl�A$N�y557TM�BUA DECRGROOUyND 1-tI'RPC FLMED "� µD a
FILLET ACNAL S1<1RA� 2 N CU FT, W/TRASN RACK
AANN S EXISTING SEWER LINE Sheet 1 of 4
AS SHOWN INSTNL CITY STR*AM
INSTALL KEEP RIGHT' PFDES-AN R P NEW CONCRETE CURB AND GUTTER ^`
•� e.9 w.. - �— EXISTING SEWER SERVICE
(RI-7)
x1 --- aw Je 4s I"-,•»• - ` .- __ - I w EXISTING WATER LINE U m E
_ oETENnaN PONo w ..I sloE r�-i° PROPOSED WATER SERVICE & CURB BOX pl m$
-- e'We - ,�-7ETT taNCRETE�IDEHAUCY AWE - NEW W1ER I'SENNCES QO�O DO pOD000 AOOQOD I l ,[ - - - -
� J - _ _ SEWER AND WATER EASEMENT 0 umi
Q@ I s F� o0°0°000°000"00000o s273 - - - - FOUND BRASS CAP I
a - -
/� ® %n)ti vim- ee o 0 -
C AS PER CM ,92 9 } -- - _.__ ] B
"slNs Wo o s�Ilµt z` „ .rEUDW,aRe PUNT DKlasn"G� �°N FOUND YPC MARKED SS&G ENG. IN 1" PIPE N
- — _ nEr �uc p FOUND YPC MARKED GASTON
'I 25'SETBACK LNE—
Ey AiE STOP/ F �i�j H.D- W AND
{ EET SIGN fF BACKFLOW PREVENTION 162 16; pig
D N EE
NEW WATER METER AND i ASSEMBLY LOT '1 • FOUND REBAR D 8
�-J BACKFLA! PREVENTION ROOF MAWAO�ARFA NQ 4 WSX.A SIN 11
ACE 1 - • 'y J MANAGE INLET ' PROPOSED AREA LIGHT DI N�'
' ROOF MAWAOE AREA NO.3 i EW WATER METER AND t CHASE11
FFFnnn EXISTING SEWER MANHOLE E
3716 SO Fl R ACK AS
PRE TON 5 I�
O 80 ,Q T _
o t EXISTING FIRE HYDRANT
INSTILL REFLECTCF41E0 § g3c� - )- 5 7J m - _ _ -
FlE TAKES
(s rm,) ,� C
� rL I As _ i6; PARKING SPACES (PHASE 1&2 TOTAL=154) W Iqn
X(n.4s) PROPOSED SPOT ELEVATION !i
s2 ,351 H+ 4 IF] ELEC BOX
M All ) x.D9) DRA INAGS DIRECTION
OPA)Nn„I�,YELLOW - _ .16.66 R. IDS 3 � d�
vl.-
} 35B III'
_sass _ (36 71 �!1 — s 7s �S
)' 30'w10E UTKJTY CASEMENT K 36.69) PAVED diN1AQ ARU 1 3r WIDE UTILITY EASEMENT �� 4 \_ _ DRAWNG LIST
R fT ;
41 21e50 So j .,w,_ Cl-OVERALL SITE PLAN
o- R" C2-ROAD PUNS AND PROFLLFS/WATER MAN RELOCATION
f 2-) - - 1 ,FyDD;IIIF�77�I,II - - n
PR0yI ICUSS M R -i.M. "SS 00 - 0 NEW AtE ISERNCE 'Yj"e e t CS-DETAIL
CONCRERFI LAP 3 1MCK \ 4Rk%W NUT=d7} A^1p� LI-STORM SEVER PUN AND PROFILE
(36gm(36.50 V Q ,� L
L 6 BAY STMAGE
;_ REA.,2GO so R x>) LEGAL DESCRIPTION
,O (37.15) l6.41 7,B6 65 F.F.EEEV-35.0 -
WSjALL•KELP RK:HT• 3 IO1L (16l6 LOT 3,ANNIE SUBDIVISION -PHASE II
SIaN(R4-7) OE�tlf 'VV� (36.N6 I 2.0{ o - - -
_ r r�Kyt,TERP I - iS Oc LOCATEI �-, - - T. I S.,DRN5 EE OF PM.M,S CITY4OF BOZEMAN. /1
•l�W t8 __ _ _ tt_ hrl
1' El£wd708 �j r �' Scale /n Feet GALLATIN COUNTY.MONTANA rT,
NSTiµY»ME SR O .fin'yl'I y p ROOF ORAWAGE AREA No.a -- - -- - 30 O 3O 2+�1
MMMMMNNNII ; (I70) xIy 4269 SO FT F S-
$ ) W8kC.lt"P READYT SE 2 w 9 0 9 2,/2'ASNAr
01'IF PAINT O 30
Scale In Vetere
21'VE W r. ) .. -..
4
W64
AND 201,5P ACING I' n.W) ATdHMA
K2 t M7) 017� SWHL �- _f r e V _S Ate.r7+AVec
- - _
a 47x rnI PHASE 1
� � I 4.a.
1 yy T
aB ti� to I
N �+�TYPICAL PARKING LOT CRO$S_SECTION
ARI NTS
N
I R v�_ -- _
-- rmc
- G CONCRETE SIDEWALK
I � � I
PROVIDE BSTOR 0•LONG
I ;11 I m4 �v, _ __ AT SNOW STORAGE AREA WI1H MOUNTABLE CURB
CONCRETE SIDEWALK WITH 3�4•
NOTE. LOWER SIDEWALK TO CONSTRUCTION JONTS O 24-0'O.C. +.
P� I O I 3l)T 0•'!� TOP OF ASPHALT ELEVATION
AND CONTROL JOIHTS•8'-0'O.C. VVF
AT SNOW STORAGE AREAS y' gl
ASPHALT PAVEMENT v U J (•,
It.2 -(78./) b f---� I I F - _ SPECIFIED)
21C SLOPE OR AS SPECIFIED' L
..�� Z u I�:`. (AS SPEC ) �.
�— 2
� -
i- _I - _ SPECIFIED
l.55 2 S SLOPE OR SPECI
S
a� I I
) `I.OF,'MINUS GRANULAR FILL J F�
SEE DETAL z TYPICAL SIDEWALK CURB DETAIL
N I .-1 _ -Z/II - ill!IIIIIL :._ , •O :,I
- � -_
a 281
Z11 N
GENERAL NOTES Q
- -- 'r•, b �- L —L I I- -- - -- 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS.MPWSS 4TH
EDITION,JANUARY 1996,ADDENDUM NUMBER 7,JUNE 1, 1, AND THE CITY OF
BOZEMAN MODIFICATIONS TO MPWSSS. ADDENDUM NUMBER 1,FEBRUARY 1998,
4 '� Mid --aye ''` - - �`r• ADDENDUM NUMBER 2.MARCH 2000 AND ADDENDUM 3, MAY B, 2001.� 41� 2 MADE WITHOUT THE IPIRIOR WRITTEN AP ROVALE OF THESENGINEER AINIDATHEN
SHALL BE
P CITY OF BOZEMAN
y 1� �• �s -„1 'I {. -`'L.-,�J'I ci# ly`--- - '- - - ''I h' - - - ENGINEERING DEPARTMENT.
S1 -nr�•i' tt 7 ' 3, PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE
r�E I,;H' I I�• ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS,SPECIFICATION SHEETS, ETC_
_ �3C a 4.1 I'' I' I Q L`1
WGJT qIE yE , (41 FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
AREASN TCIIIELT DS[l 1F P ET C2 - I L O
f b �1' INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL
9 EQUIPMENT AND MATERIALS BY THE ENGINEER. (APPLIES TO PUBLIC SEWER/WATER
•_� ,�.� i /� [ i�.....,-.1.....a I,.,cL-...::';:.>..:.� _ '+D •I Zm MAINS AND STREET IMPROVEMENTS ONLY.)
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE
BEGINNING OF CONSTRUCTION,
- - �•�) I __
III
-__ ------ - r - -- --- - - - -- ---- 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS
y,
ISR. L PRIOR TO BEGINNING CONSTRUCTION.
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.
4 85'321 PHASEV Li 7. TRENCH BACKFILL SHALL BE TYPE A.FOR ALL AREAS TO BE PAVED.
^ 8. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINES FROM THE EASEMENT LINE TO
THE BUILDING IS THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. v
-- - - - 8"W - R - -
30 WIDE UMITY EASEMENT 9_ CITY OF BOZEMAN S WATER SUPPLY SHALL BE
ANY EXISTING IT NEW VALVES PERSONNEL
CONTROL THE
OPENED BY CITY OF BOZEMAN PERSONNEL ONLY,
10. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS. APPROVED DOUBLE CHECK BACNFLOW
PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR EACH NEW BUILDING SHOWN.
f �I R
NF A TE 4 - ^_ - I • T1. BENCHMARK. FIRE HYDRANT/807 LOCATED AT EMILY DICKINSON SCHOOL
111 ELEVATION- 475029"STAMPED FLANGE BOCT•, CITY OF BOZEMAN DATUM
N17:7 12 ALL PAVEMENT MARKINGS ON N. 27TH AVE. AND OAK STREET SMALL BE INLAID THERMOPLASTIC OR
y PRE-FORMED PLASTIC TAPE. Drawl Date: 9118103
13, BACK CITED INL TARO NOHE DEVELOUILDING TO BEPMENT MANUA PLACED AND COMPACTED IN ACCORDANCE WITH USE STANDARDS
J
ABI
g - � - c3
SITE GRADING/DRAINAGE PLAN
c - 01500
s
L
C7
y I ee
✓L'-' - latoutt oaslwc aAo 00.B wlmcMLs L ��
97
1 --- - - Rik FUDBowaaunEs >5 N Oak Street y '� MARK A.
iiIOES
__�- -- - ! .A .41A 0n STAWAN RFttSIRIAN RAMP — _ .�.._+ . :+. (!� T C0.11DLER
a ,
— x
� � K - Mst.�'�v �y9�H�
p
r W11DlD
9• -.- aa�'�' j66
s.KUrAaA NArplm /.'✓ - 7 -zo k ` Cr • _.. - - - - -
__ 1/'o - a T- Ll
Sheet 2 of 4
4 m "P �) f.x gg i.F. 5 GOOF 3 16 !iT ND I� U W W
d � N [ mW
N$1N�Nq PNA(N6 = is ; W m
w/HNC A'xl _ k 01
N G
€ 38.45)T�1 �� ,Ct' C �
� lig �s �� � �" +y a
�P
E$aR ? � j
s�nlEr sa+ ^' ° �' 6
/a1� �E.1 10
H
J PSGP� ?� c
e1 G 1r Q,1 1} cw y} y 1y oy
'L Oy 'L 4 'ti RO' •�1}O a'` 1}°j' J,1h 0
y 1 0 v } e G } c —
R1R 4p. R1R ti Q" C. g►`'bat X`W'ba 9 a 4� ba Ox1"J°' O 6 10�a1� ti O 10 a1 .7l
IC $
yti0 a1a oti°a1a a°a1} o s s s a c
X CJH
N 27TH AVEN E OAK STREET
-- 2 --_. 4745 4740
EXISTMG A - ` INSTALLED TENS SUBBASE,
,e OF 1 1/ itl
0 \ 12"1NICK OF fi'MINUS SUBBASE, OF 1 1/2•MINUS F+1
BASE COURSE AND J•OF ASPHALI SURFACE COURSE
n `-
'_ POSED GRAD£
Ed7$7ING GRADE
4735 730 TA. W rgr.05'�r te'
PV7 STA. = I+175 PN STA. .N50.5J RCP
o
4+00 3+00 2+00 1+00 0+00 0+00 1+00 2+00 3+00 4+00 O
RE�py� CENTERLINE STREET PROFILE CENTERLINE STREET PROFILE
�� z SUNG PORIION OF 2 F+4
rc WATER NUN A82 GALE: (1"=50' HORIZONTAL) (1"=5' VERTICAL) O�J°' AB2 SCALE: (1'=50'HORIZONTAL) VERTICAL) Ao
'
�. ! b i _`•� �; X11'G,t,a1a'lr 7 Hb1 ,�. G Q'a OxO Jba OxR JHR / ay J OayOQ� G �6 �P ,�ia'�G}y a6/GQ`011" ,�, O�G
I � �'; I I � � R Q'�,b �y'' Q•0 Q ry oR a� .� .`Y o� }y o'1}� oe� G�1 oy. �}y' 01. �• }R y 1}
EXISTING GRAD 74
- ---� 1 -- 4745 0..501
�I I III —0.8,772 Ra _____
-7.2SjX O
UNMOVED E% CURB AND
INSTALLED NEWEW CURB AND PLO
m W - "1 GUTTER PATH POSITIVE DRAINAGE
p? EXI$ 275'VC
PNG GRADE
730 PNE0-,wZ 5
Ox •`P2G 0.0 CY N So �/yy
'f"� �f„yyPSa,•Jy�O�. N o w ao N 4735 ao Io vi N a ri ni N n O
�+
0+00 1+00 2+00 3+00 4+00
4+00 3+00 2+00 1+00 0+00
`r3 TOP OF LEFT CURB PROFILE s TOP OF LEFT CURB PROFILE
ti ay Q��JG O AB2 SCALE: (1"=50'HORIZONTAL) (1-=5' VERTICAL) JQ00 PO\J0 AB2 SCALE: (1'=50' HORIZONTAL) (1"=5' VERTICAL)
a0.y GP 0Q� O G GJ� ry G. ?O�
p?5 o�`v 0 ay JG5 /FA?G PO\J Q O �" Q_p0 � ryy. ♦ FRB �,Zd"
4740 \p� OxO�p�FGP� O��P? Q�+�a r"+a�y`L�� 'l 0R10 R1aOry a1haR1}00G\GGJPe a,�p\JO, ,6��� GAO O ��PQP02}
0Q'O
P 0 G P J Q� 3�' �. y} �5 tiry Q• b ,v0 J`' ,vy y, ,CO a. O x P�' P1}a1
GJ+c�tPQJ�i a�L a1R`,vx �JH O�P�JH O�"�4�'y10yJP0}�?X'veyr?k1� OE�,� 01J�1 Gp0 C�'�Q'� �Jy
4740
474s
Z ACCORDINGAID AS-�eU0.7 P AN PTHS ARE SHOON CONTRACTTOR � 04.�`J P O��j'C�O
` TO FIELD VERIFY DEPTHS PRIOR TO CONS TRUC"ON N \`— .�- �v ax0y GJQ�.4}N
2 4730
OSED CR DE
tq -��• -. mill
j e'w E 71NC GRADE -_•___ __`` m
INST
W
O CLAASSSS51 IPKATER MAIN Ww 730 _ yet n Drawing Date: 9118103
r Pw A + 3Ed
i < 4"1 4735 — — —
r1 nn a m o n n ao n o
o n n a a
S 0+00 1+00 e < a d c
0
- 2+00 1+00 0+00 0+00 1+00 2+00 3+00 4+
00
AB2
WATER MAIN RELOCATION PROFILE TOP OF RIGHT CURB PROFILE
D r�TOP OF RIGHT CURB PROFILE A4 00)!b'IRU("l1E�
zE: (1-=50' HORIZONTAL) (1"=5' VERTICAL) AB2 SCALE: (1'=50' HORIZONTAL) (1'=5' VERTICAL) 9 3 - -
S AB2 SCAL AB2 SCALE: (1"=50' HORIZONTAL) (1'=5' VERTICAL) p01500
3
cp
Y
--py
24'--
9.5" -9.5" I,s.an P.e ro,K ua m. � ,�M01'1, •f
STA.1+96 TO STA.4+46 INSTALLED TENSAR-B%1100 GEOGRID
1B THICK R B"MINUS SUBBASE.6"OF 1 1/Y MINUS -- ' TOPSOIL 1 3�R_ � �`ro 1 b
CE MARK A.
BASE COURSE AND 3'OF ASPHALT SURFA COURSE r
TOn yLiL •R 4'R 4 TYP. 4( 4`R C 9S��S
EASEMENT EASEMENT r ♦1f,•ass T e. 1.5" 8 O�
LINE - LINE ,T alas t.5" 12„ ma.F _ y1� �FGISTEP4'���
OAK STREET
30, 3O I ` fAETR p110
I____ 14' 16' I6' 8' S' 7 /2"
_
- 1
+ 4" __ - 0 1•ass Sheet 3 of 4
31l SLOPE( SOUTH) 1/4/FT G11K0 5 t 1/1" T I
51 WALK
PROVIDE SPILL CUR NEW CURB AND GUTTER
3"ASPHALT CONCRETE
SURFACE COURSE 3" V 1 1ASE MINUS
GRAVEL BASE COURSE N m
6"OF 1 1/2"MINUS UNDER CU RB AND GUTTER -6A LOJR`;E _
GRAVEL BASE COURSE 5 k;AUIREO _
}y�Ss�s
9'OF 6"PIT RUN SUB-BASE COURSE 0 p�
COMPACTED SUBGRADE - 4
NDIIM COMPACTED SUBGRADE �. $
1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC.02528-1 1. Subgro4.or b ree coure.comp«Uon•MIT nnlorm to eedioR 02230(M.P,W.Soec.,1996 erl) CD
RESIDENTIAL DRIVEWAY APPROACH. 2B SPILL CURB AND GUTTER DETAIL C
2. SIDEWALK AS PER C.O.B. STD. DWG.02529-10 AND 02529-11. 2. 1/27 ii.p. jdnb•roll u p;I*d m 1D Mt.ryal.ana e., hove a b rot.m -d! of 3/4'end minimum ritifeld f tThe _ I@
3, ,M2'•span bra�oint mot •tall e•pbc•d IT all h of P.T.a,curb return.and of rwt more than JDO'inl.rrol,. The $Q
3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC. 02223. •Pan.ron mot•nai•roll:rtma thror9n 1M full eaves or me curb arty gutty. AB3 SCALE: NTS
(TOPSOIUNG&SEEDING ON CUT&FILL AREAS ON 4 NR cure ana 9.n.,•hall be pone.kraut a foal form In•p•ctlon by the City Engineer or hi,ryR..•ntota..
PROPERTY SIDE OF SIDEWALK) 5. Crushed shag b.Clan•M-4000. w
4. GEOTEXTILE FABRIC MILL BE USED DEPENDING ON SITE 8, Cru•h•d grovel boas MRII mast Ma rpuirem.nb of SMion 02235(MPW SPECS, 1996.d.) For cure ana Yp
CONDITIONS AS REQUIRED BY ENGINEER, 9utt.r r.pac•ment project•,...h.rock may e.u•w for 1n.9m 1 forty.
(LIGHTWEIGHT NON WOVEN ALL SWALES TO BE SLOPED AS NOTED ON PLAN
GEOTE%TILE FABRICCWTECH C-45) 2A -
CONCRETE CURB AND GUTTER DETAIL sa
FLOW DEPTH Sfi
AB3 SCALE: NTS C.O.B. STD, DWG. N0. 02528-1 1 � m
PROVIDE 6` COMPACTED 7 ----
TOPSOIL TO FLOW DEPTH
PROPERTY NORTH 27TH AVER ISTA 0+41 TO STA 2+= PROPERTY
LINE LINE
_ St.. 17,25' 1725' 55 �SWALE CROSS SECTION DETAIL
1 4"/FT 3X SLOPE 0 EAST 1/4" =-_-�Ga PE AB3 SCALE' NTS
V PROVIDE SPILL CURB- SIDEWALK [��yj
3"ASPHALT CONCRETE 1�
3"OF 1 1/2"MINUS SURFACE COURSE
GRAVEL BASE COURSE
UNDER CURB AND GUTTER 6"OF 11/2"MINUS m
GRAVEL BASE COURSE F Suitable structural beck191. G rogrid(Tenser
-PROPOSED MEDIAN, c BaC"ll compacted to 95%nwdified ���Rernar BX1200 or fora.)
PROVIDE A MINIMUM OU 3' 9"OF 6"PIT RUN SUB-BASE COURSE m proclordereft 12"(0.3m)rr91Wnum, BX1200orequa.)
THICK CLASS M4000 CONCRETE COMPACTED SUBGRADE 38'(0.9 m)maslmum depth
D
IIpIL• io Reinatore3 dtrudeaf. -
PROVIDE SPILL CURB ON THE NORTH SIDE OF OAK STREET ME)THE
FAST SIDE OF N.2TTH STREET fROM STA 0+16 TO STA 2,40 C
TYPICAL STREET SECTIONS
AB3 6 oz.man.non-woven gedad6le
SCALE NTS filter relvlc er,ceairg R.In.Icre3
structure.
40"(1 0 m)g@ogrJd(Tenser BXI2OO
or eouly.)overlap.
Non-corrosive horde clamp used to fasts Geognd(Tenser EX 1200 or eoua.)
liner to pipes to prevent Rainstore3 structure.
backflll from entering etntcture.
x
.non-woven dale INLET CASTING
fort min
a NEEIFNAH 306 R-30 / F�
inter faint encasing RalnMore3 structure FCO M 714 OVERFOW GRATE 6.15'WIDE%,t"TALL SLOT OR \\ /
0.20'BELOW BERM ELEVATION 1r�7,. rTl
T^p FCN)EL_T=47�J_bC BERM
scavatbn ens -T
1 9-
1 meter(40") Bubble structural backlll _ Suitable structural back611 tom tied WI HIGH X 12"GRATE
IDE
aatpemee to 95%mOtllRed to 95%modriled proctor denary POND aOI WINDOW W/CRATE 2
JL proctor tlantdty. Rainstore3 trim ra.� 50T'UND ELEV= 4'701r IT FLAT TOP
6 I - r ^
20'(0.5 mI minimum to allow \
/ apace for proper compactbn. 5" -- 4' SQUARE_
6 oz.min.r,on-woven L �OPENING
geolestlle finer labdo _ -_ Gecgnd
encasing Relnlara3 Geogrid
atrudure. Excavation line 47}C]p 15*
OUTLET 0
PIPE
(2)UNDERGROUND STRUCTURE INSTALLATION 4718 4 3 T C-7
l meter(40"I ACLASS 26 ----_
SCALE: NTS i� _ _
NOTE: 4"THICK PRECAST CONCRETE
EXCAVATE TO NATIVE GRAVELS BENEATH
STRUCTURE PRIOR TO INSTALLATION O
n POND OUTLET DETAIL
0
AB3.0 SCALE: NTS
� p BLOCK OUT FOR �r'
z.
a RCP OUTLET PIPE
IT meter(4')
C p
0.08 meter(2.8')
0.1 meter(4')
(33.96 (33 98) 2% SLOPE V
"aE�t'1'Px WIDE SIDEwaLK 33J2'.
4 _ TOP OF POND-4732.75 ,,.r V - 8' WIDE BOULEVARD
' _TOP OF VAULT=473275 i
ah. j
go - I:PJULk Hi)U'JL DETENTION STRUCTURE -
f:,
;�A�LT=473G.78
F Drawing Date: 9/t8/03
m l 6" PRECAST BASE
_ _ NOTE:
N nPOND CROSS SECTION SURFACE POND WITH 6' OF TOPSOIL
-.4�' 1
AND SOD OR APPROVED SEED MIXTUREABI
m ' - TOP OF STRUCTURE=4730.78 AB3 SCALE: ," z�s WIC
38• STANDARD STORM DRAIN I ENDERGROUND DETENTION STRUCTURE CELLS AB3NNLSCALE NTS C.0.8. STD. DWG. N0. 02721-2,ALE: NTS j
g M01500
r" I
2&77 MARK A.
CHANDLER
ey Q�yO bye �pAia EiIvina � No. 9 15 8ES
r 71�9b 1
a �60 oP5�ory0�y I Sheet 4 of 4
Nab
��i1Q�'O�,J00a`L�' 7y I C m m
c�a ` ry9 P rya yy
mn
ITI -
G�yao QF'���y}ems
1�
ry�ry�0, a�� lj4e
I a a 0� �' 0 d
A01,11
x �� x �
1 C8
4 yJ� , a1�ry1 , / 1 ;Q W
S3'� a r
44�.aQ 1 1 M
4
4730cP 0i75R
1111 L14-
F
RCP O 060% 91 LF 24'
11,75 LF 1 1 W
pW O 0.60R w/
I55
RCP O 1.0?R
YFla;
�B (VARIES
RCp8p OL i a;
INSFALL pp 4 CAS MAIN
EX/SZING CROSS SECTION
10' =e RICIO INSULA71LN
WATER MAIN
F.L. _472101 (1:)DRAINAGE SWALE p
CONMAC�7�e rD ---
4725 FIELD /F) AB4 SCALE: NTS
N
a a a e <
0.00 1+00 2+00 1 0 YU&T STDRM SEWER
NEW 20'WOE STDRM SEWER EASEMENT PROVDE RIP-RAP O EXIT
�STORM SEWER PROFILE
- - RI LF OF 21'PVC O O.BOK� - —RED G_AS MART IAPPROX LOCATCN)
A
SCALE: (1'=30'HORIZONTAL) (1'=3' VERTICAL) - - 7 -
Oo
St B.{2 INSTALL NEW STORM MANHOLE
- - - a
INSTALL E
I FLEX-STAKES
ARES(3(}TTP M]s �
PROVIDE CITY ST NO PARKING ANYTIME"SIGNS p1 BOTH 90ES
OFDAR STRQT T7P.)AS R[R COe,sm x0. o-] \. YPC(GASTGdt -
i -- w. L v.of a{•Pvc a aBoi N r• 7 a
RELOCATE E.STING DEAD END BARRICADES 19 •„��— - \•/
_—- �j _ . _ __ _`_.�_ _ 34.24 l(N�[�W STORY w 1} PAMEMEN AND REC�RROCTT
REMO`.E UNE To WEST WITH TIVE DRAINAGE AS SHOWN
PROVIDE 10•SEG710N�Of OHCV e+�.A A __ _ o. 0.. L.f,OF IB•RCP a 1I x % 1
CURB FOR$WEW ACCESS ' Street
E%ISIIWI DEAD EIO BARRICADES _ r '
•—�-- NEW sPu CAB ) Oak I.J tI ee t -q�( TM SBSR•CROMN iRAN9IWN j�t � ICI
1 INSTALL 8 CT (USs M /7X G„ RppVE E1113TW1G DEAD END BAARICADEj _ --- O¢ TALL NEW STORY DRAM
♦000 TE _ pE7E_ — B' + F`'t� aLc�WtN IRLCT APRON / --
p REMOVE ExIs11Nc CU _ c_ - -{I— g ACM" xAOE^B7N R. I-I M/TRAW RWf r -- g AND GRATE
N !iRLET AND REPLA I _---- _--_ _—_As SHOWN INSTAATSEL pTY ST ARD _ __ --
MST 5(p{-7R)KaHr pEDESTBAR R P NEW CONCRETE dlRB AND WT1eR — 11.)3IFL
__._�__— eAn rAWwc-
' NEW COICREIE 90EW'_- D. O 00 O°ODD -- DE POND W 4: SIDE RYy'�1 / -�/ `
EpE TRpcT°p°ao ---- ---
x AS vER GOB R1 _ .10 T�� _ rW��.--��s. - —r- o°OOO OQD�°9°00 u.75 r11Ru — — � = 4' ---------
DWNo D25e1-I r PRGMBE VEU.DW CURB PAINT „ '_
T (_TTT mLMIC -� Itl �' FvL- �e rrls
TIES TOP/ _2J3—sF�1B/ UHL
lI SIGN lam:J ' ---- 3 �
5♦UA P 34`�0 `r I, __ I LL i.f EIEV-33?S ` ��T M+1
1�R SAYEN N�ACE -L- - } ROOF DRAINAGE MEA No.4 WJSTKL STORY —JIY_y
AT 1 f }7w NET
O FT MANAGE ABET ^
}$� I ROOF DRAINAGE AREA NO e I EW WATER PETER AND CN ASE (v
n�p i�• I 3716 50 FT BACKEEOW PREVENTM l
v O SOIE] I NEW WATER METER FT I --' AS'
BA RO tEL i �( y ------- --- ------ scat Feet
P
sT REf�craeze0 1 $ I �._ - �.� Ly x ,'�;. s 7J) yip �q: +� I% e In
STAKES(3 }ss) - - ' 30 0 30
�(��ue71't J L� � tl� 9
H.a) 0 9
xl �"EER Scale In Meters
ARpI T I --}. g J -- --- -- { -.�-d� -t - 'C;- hlV � �- � _ �
_ _ _ _ -- _
Il r^
/ sl WneREwvEEKISTINo uLLENi.
^' T C� II i I3o'WIDE UTUTY EASEMENT PAVFD,e3o SOOfI' ---
�! f� - _ -
STpEE - W I A1ER'sER S —p _
( TN.) t U .. ____�
N NRF 2
n
,N caLPOCRE�'EAPsi"nWa f !IZ_ NEW I, I � I �r et
ARR W NOT-4740. 4 � B� (
O e BAr s Mo F. ® Drawing Date: 9/18/03
I (l0./0) ee. 1 AREA_ ST 50 FT-- - » bD
i T 9M(R{-]) CRGS$ '1/Vr► __ ; / F.F.
9 -KEEP IUCM1' la
® _ saw I I zoogf
I� - -
x
-- ( I!�^II n•, RoDe fFS.ELEV}37.06110.B / Q ` x
T PAR G i ( 1 1 YFTTAB4
2.- o (.� IWAX r -- PH SE 2 j >� °•` --- ---- -
xli 11 - o❑
�W
1 , I _ _
N AT;.}0 ppvvII �� III �� I _ ,w~; AS 00 7RU
,wwo zol SPAGNG — — _ ._ -,{ —�
s (ran PHASE 1
s