HomeMy WebLinkAboutBozeman_Interfaith_Housing_2_Phase2 5.0 S 01"02'25" 1322.77'
533.72'
is MULTI-FAMILY HOUSING UNITS 744.03'
e LOT 2 TEMP CUL-DE-SAC \ EXISTING OVERHEAD POWER/
3
ALONG PROPERTY'LINE
a R = 50'
ko ao 1.46 AC
PNASEI uA pupN
8" SANITARY SEWER
w MAIN wP� o / \ A=2917'52"
in in I R=180.00'
_.._.. _.._..__ ._.._.._ _ r. _.._. y._.. .--1 T=47.
34.31' 92.04'
I I I
12 01 3091 w s RAV LI=ST. 3
6 .33
.0 FUTURE CHURCH SITE N
2 _ _ _ _ _ �8S \ y LOT 3 m_ _ 7.
/u I /�4NB, INdtU L1Y MPROV \` ��/PHASE][S Q€Er /M PQ.- - r3jO/+ \ \\ 204,142 SF N
1 �EUTURE UTILITY IMPRO °J 4.69 AC MONTANA FISH AND GAME COMMISSION
(TNIS {yN T $7T5+1g p-291T52 \
I j WATER MAIN p\t END R=120.00 Q® p=59.39'41• 1420 EAST 6th AVENUE
I 6.5' MIN. COVER J��t\,O T=31.3T \ R=180.00' HELENA,MT 59620-0701
IX.BUILDING ; NQOt105 O LOT 4 L=61.36' �^ e� \ �_187.43' LEGEND
1 tigYM 61,963 SF \
11 I ; LOT 1 EX.BUILDINGS .7p 00 1 42 AC ® - SANITARY SEWER MANHOLE
w 43,560 SF /m p= \ w - WATER MAIN TEE FITTING
I 1 1.00 AC / W f A4A5EU FLRLI0.B R=120.00'ss'za'o1" \
----------------I/ ® I j 3 �. � PNAtB T=68.45' \ 1 ea - WATER MAIN VALVE
- L=124.41 N 89'49'18"W 1• - WATER MAIN ELL FITTING
�I /.
-VALLEY DRIVE_ 15.00'
\ j 1 i 454.96' BOZEMAN PONDS OVERFLOW DITCH 284.18 0.55' /� � �; - FIRE HYDRANT
- I I
V-- -: I\I
N 01'13'21" E 1323.08' =s+ � a7.1' POWER POLE
I I I P.U.E.- PUBLIC UTILITY EASEMENT
I TRACT 4 103.42 - FINISHED GRADE/EXISTING GRADE
1101 I I PHILLIP S.COOK AND 1 103.07 ADD 4700' FOR C.O.B. DATUM
SAVE B.O'MALLEY
I 1 1 1401 W.GOLD AVENUE I l - MONUMENT BOX
I BUTTE,MT 59701 I j
I I I
<1 j
n TRACT 3 I I 10I
PHILLP S.COOK AND
I ' SALIE B.O'MALLEY j l SHEET INDEX
I 1401 W.GOLD AVENUE -
BUTTE,MT 59701 VAN HORN SUBDIVISION SEE SECONDARY ACCESS DESCRIPTION SHEET #
1'MIN.SEP. I I 1 I TYPICAL SECTION
j j l 1 COVER SHEET 1
1 1 1
I j l I j STREET IMPROVEMENTS-RAVALLI 2
I k - 11t oo I OFF-SITE SEWER IMPROVEMENTS 3
JL
SEWER IMPROVEMENTS-RAVALLI 4
TRACT
I j DWARD L.LOTERBAUER I 1 1 WATER IMPROVEMENTS-RAVALLI 5
I F LeETTA L.LOTERBAUER I I I TRACT 2
Y j 3324 W.BAB 1 I SITE DRAINAGE PLAN 6
BOZEMAN,MT 59715 1 1 1 1 1420T EAST FISH
AVENUE
ME COMMISSION
I I 1 I HELENA.MT 5 96 20-0 701
let I
�� j -------- ---------------------
__- __ _---_-__ 0 LIE SEC. 11 / \
BIH-2 MINOR SUBDIVISION ; I ool FOWLER AVENUE ------------ -+0- -----------------------------------------
-
----
--------------------------------------------------------------- I NOTES
---------------
-------------
a Bozeman Interfaith affordable housing project I LEI ____________________---_-it-=_________ 1. All construction work on this P�-" rolect shall be completed in--------------------- accordance with Montana Public Works Standard
c \II f( Specifications, Third Edition, October, 1988 with Addendum
OWNERS: I j I II No. 1, August, 1991 and March, 1996 COB Modifications to
ELVA L. ARNOLD11 I MPw and these contract Documents.
411 N. 20th Ave. I °D III II 2. The Contractor shall restore all roadway surfaces to equal,
Bozeman, MT. 59715 I�I� 00 1 w III II or better condition than existed prior to excavation and as
I u'o III determined by Owner and the Engineer.
1 co I o
FIRST BAPTIST CHURCH 1 z I 3. The location,depth and size of existing utilities shown on
John Plummer, Pastor I a 60'R/W 11 III these plans is approximate. The Contractor shall verify the
120 S. Grand (yi)I i I I (n existence, location, depth and size of the utilities prior
L.y11I / s' III ® to construction. The Contractor shall be solely responsible
Bozeman, MT. 59715 1 1 I 111 J for any damage to the existing facilities due to failure to
1 - b• �. J locate them or properly protect them when their location is
Q CONSTRUCTION DRAWINGS known.
DEVELOPER: I j 11s go-i_ 1, 16.5' 1e.s• 1 Q 4. A list of representatives to contact for information
BOZEMAN INTERFAITH HOUSING j1� < FOR regarding facilities is as follows:
c/cI 5.5' 2' 16.5'
Mike
Construction Management Services 1 j 6 - 510D""" BOZEMAN INTE Montano One Call RFAITH HOUSING Montana Power Co. Mike
Dispatcher
tCech 1-800-424-5555
586-1331(ext.3215)
Mike Popiel, Pres. I s APHLL1 un r a 1.5 eaus xao BADE
P.O. Box 7274 III w 1 u(i west Paul Gorie 585-2355
Bozeman, MT. 59715 I I ° T (including Fiber optics)
I III j ° FBI II- III I o ° °o ° =1 A TRACT OF LAND LOCATED IN THE 5 olr concretebs and dewalks shall
the Engineee saw cut
SOUTHWEST ONE-QUARTER OF SECTION 11,
14 00 15'or Pa ma su6s+sL IT-US) TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M., 6. Maintain 11'horizontal and 18" vertical separation between
11'MIN. P.I-:I CITY OF BOZEMAN, GALLATIN COUNTY, water mains and all sanitary sewer mains, unless noted otherwise.
III j ft MONTANA.3" valves shall be installed with thrust blocking and
ASPHALTIC CONCRETE GRADE B,COMPACTED TO 979.MARSHALL 7. All
III i ON 7' of 1-1/2-INCH MINUS TYPE A CRUSHED BASE COURSE valve boxes in accordance with C.O.B. modifications and
j 1 I COMPACTED TO 98%RELATIVE COMPACTION ON 15" OF 6-INCH TYPICAL STREET SECTION C.O.B. detail 2718-1.
MINUS PR RUN COMPACTED TO 98%RELATIVE COMPACTION ON
SUBGRADE,TOP 6" SCARIFIED AND COMPACTED TO 98% r
I 11 RELATIVE COMPACTION. (COMPACTION BASED UPON AASHID T-99). 8. All fire hydrants shall and
installed in accordance with
I I C.O.B. details 2718-3 and 2718-4.
I I I 3'a U5 ED TOP SORFAONO PE•A•1 1/z•MaUS
jI la I c"o -Oz-T Pm foot Ir PIT ROR sues-ca wrus) GRAPHIC SCALE 9. All fittings including bends greater than 11-1/4 degrees,
I I IPA a"-asx" 0"Y 0�TM tees and plugs shall be thrust blocked in conformance with
11 I j C.O.B. modifications and MPW detail 2713-1.
111
SHERIDAN PLACE '1 I vASAe� 10.TTD111atuum{is City of Bozeman datum.
y 1s'roTAusccno" ( IN FEET) /A�-fpASTRUCTED) FALL 97
-'T __ 1s' 1C 1 inch= 60 ft \1
______________�� II � e• 1e• w.enwaereT ,
1 I 1 TA p4�•,,,, P H.............1r�; ) FA44 98
11 �z oo nT z6' 3w KEITH S. '. ENGINEERS
BELDE;I ai aR effio au = E ; SCIENTISTS
10692E MORRISON SURVEYORS
I o6acATm slwr-a-WAY
,R��1a MAIERLE INc. PLANNERS
I III STA 1+32 `•�qF�f"""•W�:` SINCE 1945
TYPICAL SECTION - SECONDARY ACCESS P>}�"'4"""Ig1�2 An dtinp(oy Oumed�+npw"
I BEGIN PROJECT =cA1T.Rs
I 95% P.O.Bar 1113 901 TecMWoV BW. Broncos.MT 597M•Phple (406)587-0721 Fax:(406)587-1176
I1 0o PLANNING RESTRICTION NOTE: REVISION DATE:
I - REVISION DATE:
3" OF 1-1/2-I MINUS TYPE A CRUSHED BASE COURSE THOSE PORTIONS OF LOTS#2,$3,AND#4 FRONTING THE
DRAWN BY: JLL DATE: 06/30/97
I� COMPACTED TO 8 RELATIVE COMPACTION ON 15 OF 6-INCH o UN-IMPROVED PORTION OF RAVAW ST.SHALL BE RESTRICTED FROM
I I MINUS PT RUN OMPACTED TO 98%RELATNE COM ION O 47 /Q FURTHER DEVELOPMENT UNTIL SUCH TIME AS THE FULL CITY STANDARD
SUBGRADE,TOP 6" SCARIFIED AND COMPACTED TO 98% STREET AND UTILITY IMPROVEMENTS ARE INSTALLED.
RELATIVE COMPACTION. (COMPACTION BASED UPON TO T-99).
I I CHECKED BY: BLF/KSB DRAWING NO.: BIFHMSTR.DWG
I I I
JOB NO.:(•�3000.001.01 040 0310 SHEET 1 OF 6
trH S� TZECAeD 'D-z'AW\N b
(PHa) UPDATE•V 9�/7/9P,9
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SANITARY SEWER NOTES REJISeD: 8/ol/-9-r 6LF 7wn>
1. Existing utility locations approxomate. Contractor to verify existinglocation and depth prior to the start of construction. a2. Contractor to call Montana One Call Locate at 1-800-424-5555prior to excavation. WaU I,3. The pipe grades shown are calculated fro. the actual o
distances, edge of manhole to edge of manhole (Displayed LF-4'). Q Dow
p a€W a?o
The displayed pipe LF Is for estimated pipe pay quantities, d < w y
center of manhole to center of manhole. W 6 o�
See measurement and payment in the specifications.4. Prior to initiation of construction. Engineer to perform QMIS
o o o LL o i
lamptest on 8' PVC stub to verify uniform grade. STA 1+32 TO STA 12+35 o 0 3 o z a o
Fh SAW CUT CLEAN FACE ON }
W EXISTING ASPHALT EDGE STA 6+82 QUARTER CORNER TO W A3A o;
= WHERE NEEDED. REPLACE CONTRACTOR TO VERIFY BE RESET BY REGISTERED J
In ASPHALT EDGE AS REQUIRED DEPTH OF 10 W.M. LAND SURVEYOR AT DIRECTION STA:8+55.37 STA:12+35.03 N.,/* .O$
PRIOR TO CONSTR T10N OF ENGINEER FOLLOWING SSMH #:3 SSMH #:4 ,et N a <s
COMPLETION OF OFF-SITE RIM EL=4801.94 H=1
RIM EL=4800.69
EX.EDGE OF ASPHALT SEWER MAIN CONSTRUCTION. INV. OUT=1193.6 4 11 INV. OUT--*-9 G
INV. IN=479&46• 4'19 ,e) INV. IN=4�96-06
C�`T o/�p/'�/�/��/ �^ T Ex.EDGE OF ASPHALT •�
- ..-W€S T-L�F'F{3\ik (\-'cJT E+ - -M 11' MIN. SEP. .- .- Ex.EDGE OF ASPHALT f V
— -
--- _ EA'-ID•Wfft•- - N
o c c SECTION LINE. ..... -----
E
-�
6'R Ex io wm - .. - z
— — — _ — — - _ �, — _ zVN
S1 TA 7+43 "
CONTRACTOR TO
STA:6+52.11 I w0 VERIFY INV. OF EX. R
STA 1+32 STA:2+52.11 INSTALL GRAVEL ACCESS SSMH #:2 Q 36" CMP
TURN-OUT AROUND SSMH #2 RIM EL=4800.20 II O TA 10+28 -
STA:0+00 BEGIN CONSTRUCTION SSMH #:1 3:1 SIDE SLOPES TYP ONTRACTOR TO 3
SSMH #:EX. MH REMOVE AND REPLACE RIM EL=4798.33 INV. OUT=�Y94.4G4.1 �' RIFY INV. OF EX. I
RIM EL=4798.27 EX. 8" END CAP WITH INV. OUT=4WS3�7 4 .34 INV. IN=�754-65. 47y �-
INV. OUT=4788.24 B" DOUBLE BELL PVC INV. IN=4.7.SB39' 7 ,� � 6" CMP LOT I LOT
INV. IN=4788.39 COUPLING. CAULDER J ❑ I 2-
COUPLING SHALL NOT BE
PERMI TTED.CON TRACTOR z
TO FIELD VERIFY DEPTH LEGEND O TRACT 1 a ®
V- I Q
TO EX. 8" STUB PRIOR OS - SANITARY SEWER MANHOLE
TO CONSTRUCTION. I w ❑ Q I ^ €
Pa - WATER MAIN TEE FITTING
w - WATER MAIN VALVE TRACT 3 TRACT 4 0
r - WATER MAIN ELL FITTING N ,�
45 - FIRE HYDRANT W O m
- POWER POLE I _
P.U.E.- PUBLIC UTILITY EASEMENT SCALES: `<
103.42 - 1"=50� H TRACT 2 i
FINISHED GRADE/EXISTING GRADE $
103.07 ADD 4700' FOR C.O.B. DATUM 1"=5� V
Q - MONUMENT BOX
VAN HORN SUBDIVISION -
4820
4820 ;
s
m m
m a
d
4815
4815 a
4810
4810 (/7
Z
N�
W
7
4805 4805 Z Ln
01 r7
=mow f
O— afN
_� I-
4800 TUR
�cn O
U
4795 = 4795 Z Q < O
+
Z � O
Q N w Q
4790
_ _ —- --- : LL w cn
4790 N�
r� Lbw
At A
w
(44-11
47851 4785 O
4780 _ 4780 PROJECT NO.
4780. O
000.001.01/040/031
Nry H o n �o c C
a a Q g s Q + Q SHEET NUMBER
3 3 3 F is F ,'t,^: i�.�
3 OF 6
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
PP-NB-SSDWG 11
1ZEC.02D D2RWIN(�
L qs/-n
f-
Lj ❑ [ZE-JIM 8/01/9-7 FLFLi
w
CAHILL SUBDIVISION i a
(f+aa SS
VALLEY
Y ^ F r .•O. .'O. M ENO DHII SlWO�AT: !M "b 66(sm"44I) 0 �a�i 4 3 6 as
R R L O T M RFVisEp O6/i J/9g TT6 d ;
N ^� s REoVVED SS L 2 W$ JO L4T y O i U 2 SANITARY SEWER NOTES *ADJUSTED 5TUB5 INTO SSMH Ik6 C Hg
Qrnn REv�SEp o9/�z/9g /'rJM yzy"U�Ua mawm
STA:3+34.98 rPHzrASB."?z O OiLL
a 1. Installation of all sanitary sewer services shall o_o i a'o
m 8 ^ SSMH #:5 a.3 e,�M ' N STA:6+46.68 (5.0' LT) y
4g & $ be located in the standard City of Bozeman position -
"� ^ RIM EL=386LBQ, t SSMH 6
~ = INV. OUT=4796.40 ,pmao,8o "' RIM EL#488L!1$48os• I(w Fifteen feet (15') from the "downstream" property line, extending 6' behind ..........w{,I,,
< INV. IN=4798 4-7q+(-'9S IN�OU O'474 28 the street R-O-W unless noted otherwise on the construction plans. (SEE COB #02713-4) "�15...-•• . ri
W — — IKV. IN=47 q a �3 a P*'' �y3
— — — — — — _ STA 6+46.7 2. All sanitary sewer service wye's shall be installed with a minimum g2, rn z
STA:-0, -r e^ 10 PP.U.E. — - - . . a'� K-
INSTALL 4;0LF 8" SDR 35 PVC two feet (2') o.c. distance between fittings. _�E p`�` '`ice P
AT S=0.4009 PLUG INV�1
SSMH #:4 — A - 3 h d g o — T ELEV=4798.57 The pipe grades shown are calculated from the actual distances, edge of
ST manhole to edge of manhole (Displayed LF-40. The displayed pipe LF is for estimated *p•'� '
RIM EL=4800.69 _ $ RAVALLIo • '�� t
INV. OUT=9794-96'4 .+�4 '••'� , p.
INV. OU r s•wm - al 1 IN. SE m s s LOT pipe pay quantltles, center of manhole to center of manhole. '�� F
pNll
' �_ e• _- m 3 See measurement and payment In the specifications.
S 0+11 PRELIM.
EX V. SITE TO — — — — _ _ p'P.U.E.— f 8 LEGEND W N o
V IFY DEPTH OF rc - �� f _ _ +
W.M. PRIOR n ^ STA:8+04.70 (8.2' LT) ® - SANITARY SEWER MANHOLE i ci
u ti a N
SSMH #:7 w - WATER MAIN TEE FITTING
TO CONSTRUCTION ' ,d R BOZEMAN PONDS a p RIM EL=4808.88 oe - WATER MAIN VALVE
M ' PHASEQ SEw£R SMPHov£AEN71OVERFLOW DIT H INV. OUT=4799.50 =
(TSE CONTRACT) INV. IN=4799.65 �^ - WATER MAIN ELL FITTING
ONTACT UTILITY w a n H
ROVIDER FOR ONTACT UTILITY S o+ e IK - FIRE HYDRANT q
ELOCATION OF ROVIDER FOR LOT y (3 - POWER POLE
ELE. BOX PRIOR I '^ ELOCATION OF h LOT P.U.E.- PUBLIC UTILITY EASEMENT
0 CONSTRUCTION. OWER POLE PRIOR 103.42 _
pp TO CONSTRUCTION. F 4 STA:8+82.79 (3.5' LT) 103.07 ADDS4700'FOR O O B. DATUM DE Z
{ SSMH #:8 MONUMENT BOX ~
VALLEY DRIVE T INITIAL FUTURE RIM EL=4809.99
IMPROVEMENTS IMPROVEMENTS INV. OUT=4799.95 0 5
iINV. IN=4800.10 g 9 DD BOZEMAN PONDS OVERFLOW DITCH
STA 9+22.24 W °i
END 8•' SEWER ^ ��
I
` SCALES: TRACT 4 PLUG WITH END CAP Q
1"=50' H
1"=5 V VAN HORN
SUBDIVISION
I I 0 a
4820
4820 s
m d
o
4815 o u °d o m e
< ? a k
4815
G6 GRADE
4810
ro
4810
Q n Z
a - CV
LLJ
4805 N a- a N 2 RC 4805 Z O N
- = V5
_ CDOmit
H-
E Of3o 1 Sut. = W
1D a L.
4800 LLJ
STA +15 4800 � �
- INSTAL 44 F 30"RCMP ., 3r�
cn
Q L�J (n
1E ® L=4796.29
Iff.nit hV n Qf
4795 R Rf 33q LF 8" R-35 PVC .
LLj
- 4795 Z ¢ +
O
- Q Q
4790 (n
(/
4790 N F-
O Cn
m
z
4785 O
4785
4780 4780 PROJECT NO.
000.001.01/040/031
x g a n $ e g d o c SHEET NUMBER
d o
s § (PH . S CO 4 OF 6
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
PP-RV-Ss.DWG
�Q1.1� SZEC-oRD D2AW1�►c.S
\��5�77
STA S*-ro\ LOT STA 8+14 9.6 RT) 7i�w�
L6M Fa0CA3 +09 10.2 RT INSTALL 6X6X6 MJ TEE& o F`d 115. \ INSTALL 6°MJ GATE FHYD ASS'Y w\6"MJXFL a STA 6+53(7.6'RT) .V.WITH T.B.,V.B. W.V.&13 LF 6"D.I.HYD W ER NOTES #ffY� INSTALL 6"MJ 22.5'BEND V.B.RIM EL=4808.82 LEAD PIPE w T.B.,V.B. YJI� 1. Installation all water services (1" typ) shall aSTA 8+23(8.1'RT) be Iota in the standard City of Bozeman position - wINSTALL 6°MJ 22.5'BEND at t center of each lot, offset extending 6' behind stre R-O-W o�'
LOT 'MTH T.B. ess noted otherwise on the construction plans. (SE OB J)02713-4) W a i z
Vv Y� 2 All water service corporation stops shall be inst d with a minimum 0_
two feet (2') o.c. distance between fittings. z w o o
CAHILL SUBDIVISION 8+41 10.6 RT U m a
{� A. $ \ INSTALL 6X6X6 MJ TEE 3. Maintain 11' horizontal and 18" vertic separation between i
,y y _ WITH 22.5'BEND
P.U.E. -,.- &50.0 LF 6"D.I.SERVICE water mains and all sanitary sew mains.
STA 3+35 11.0 RT �" . All valves shall be installed ith thrust blocking, and
i � � � �' � o° STUB w\END CAP&T.B.AlA
INSTALL 6X6X6 MJ TEE& 4 `v' 9• o""I, iq
FHYD ASS'Y w\6°MJXFL I s '?J �/� STA 7+74(9.9'RT) q \ 36.0'LT STA 8+59 valve boxes in accorda with C.O.B. modifications and `0�0 I`j A..,• '!e
W.V.&11.5 LF 6"D.I.HYD � o�j q My INSTALL 6°MJ 11.25'BEND \ '\ C.O.B. detail 2718-1 2Q =
LEAD PIPE w\T.B.,V.B. \�\a i n NTH T.B. .Q; zw
AS PART OF INITIAL IMPROV � '� / P� s i \ 5. All fire hydran shall be installed in accordance with .•: C9 •e ;
\ STA 8+83(8.3'RT) •( C.O.B. det s 2718-3 and 2718-4. p'•., � jxt
STA 6+34(8.9'RT) INSTALL 6"MJ 22.5'BEND \ \ 4?•'•
INSTALL 6"MJ 11.25'BEND 6. All in s including bends greater than 11-i 4 d ees, yf�0•"'•••••••"• (i i NTH T.B. 9 9 9 /
WITH T.B. \ \ es and plugs shall be thrust blocked in cont mance with %•,M��txE
9+12 11. C.O.B. modifications and MPW detail 2713-
�1 �O 1r9 BTA S+7+ (II'RT) INSTALL 6"MJ GATE \ o�� \ /60' ACCESS AND UTIL EASM.
INSTALL 6X6X6 M7 TEE C W.V.WITH T.B.,V.B. \ REVISED: 05/05/98 BLF w m
FHYD ASS'Y w X 6"MTX FL V.B.RIM EL=4810.08 \ z i _
W.V.& II.S LF 6" D.I.HYD \ \ 4t N WTR Svcs F H]Z 3 .o
LEAD PIPE w\T.B.,V.B. \ -\ 4 EIS ���' .�5+�f w a z 5'�3
'•�'S• `rP ' $ �. ' / LOT \ \ REVISED: OA/n TT£
9 i'' I TRACT 4 \ \ w REmmo WTR S✓C's T GOT y
's, s ' 4 `\ \ STA 12+45 (11.0' RT)
�/ E( 4d0C.. po \ REMOVE EXISTING 2" ^'
s _
OF
+50 'fir! c�E.' 2ew fT Ho►• STA 3+4U ILL RT VAN HORN \ 11� \..ANDWP UFG VALVE INAALL\6X6X60JRTEE& \� INSTALL 6"MJ GATE SUBDIVISION \ \ \
ASV w\6 JXFL rs N i1 TA 3+40(11.0'RT) W.V.NTH T.B.,V.B.
MAINTAIN MIN. 6.5 O
�`( LF 6" I.HYD ° OVER OVER STUB P Z
/ \ 7H T.B.
9 V.B.RIM EL=4803.84ND
\.\ •\ �� LEGEND
LEA PI w T.B.,V. 'F i REMUV 6"END CAP TRACT 3 \ I--I
/,. T \ \ \ \1�\� Is'l - SANITARY SEWER MANHOLE O w
J \ '10"a k •(��E$S w - WATER MAIN TEE FITTING ti
Q �. _ °o �� � FJ�,�• STA 12+30 11.0 RT �\ a ��
0 may'.o\ r •'� S QRO INSTALL 6"X6"X6' MJ \2'( Cat w - WATER MAIN VALVE 10-4 cS$
0� �\ 3s LOT TEE NTH 41 LF OF \� 6" D.I.P. AND 6' p,�+ - WATER MAIN ELL FITTING �--t
ONTACT UTILITY -� \\ � END CAP W T.B. � I( - FIRE HYDRANT � m
ROVIDER FOR `l ttL 2 °r} \YbQR '''"' TRACT 2 c� 0 - POWER POLE
ELOCATION OF �� ` �pt-t!� r - .`ox ' wro STA 12+42(11.0'RT) P.U.E.- PUBLIC UTILITY EASEMENT W
TELE. BOX PRIOR �< e. �"�°i'.'o i"
CONNECT TO EX.6°W.M. 103.42 _ FINISHED GRADE/EXISTING GRADE <
TO CONSTRUCTION. ee<T• s SCALES: b •i\ e w z o wcc.:.z�,o M REMOVE EX.END CAP AND 103.07 ADD 4700' FOR C.O.B. DATUM
1".50' H
STA 0+12 11.0 J \.\ ONTACT UTILITY 1"=5' �/ z., rTMa.swo '6.axa"nia'o"e:e.KKo.E. fie ,,+ REPLAN W/6°MJGATE _ MONUMENT BOX 7-1
^8,
INSTALL 10x6x10 MJ TAPPING " W.V.W T.B.,V.B.
A + 11. ROVIDER FOR s• _
TEE AND VALVE W\T.B.,V.B. ,�. INSTAL 6"MJ GATE ELOCATION OF - M,o„•,,, \, - WATER SERVICE CURB STOP ELEVATION a D ^
C.0.8 TO MAKE ACTUAL TAP •m. W.V.N1 T.B.,V.B. OWER POLE PRIOR - L
AT CONTRACTORS EXPENSE V.R.RIM -4800.77 0 CONSTRUCTION.
a
4820 4820 3
s
m d
p d
4815 m - S- HBIt 4815
FUTURE WATER PROVEMENTS
INSTALL 880-F OF " CL 51 D.. .
4810 - - 4810
N
STA +74
TING RGUN
05 48 INSTALL 113LF 2 " RC 4805 Z co
1. Cn N
_ - - o� N
- - z �-
- _ - - w_ fA 2+16 = w
4800 RY LIN EL-0 __ bVil- - ST LL INS 4800 =Lj> Q
-- - STA 0+15
44 F 30" CMP L.� Cn N
2�W J
\ __... ® L=4796 29 o a iv
4795 4795 Z >
MI SEP.- i
4790 + - O
m
4785 1° Q 4785
m
t z 3
3 3
PROJECT NO.
_ 7
476.00 000.001.01/040/031
A a n e n R a SHEET NUMBER
tl; l .1�. CC NST 5 OF 6
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 PP-RV-x1.DwG
?Wj ZaC-OC-D T)f-AW1n1
%%Is 1r
(PUlr) A:S-Buters 61/I19B -
71.—ZMj-M
= ip 3ok
OVERFLOW INLET 5 o w Z ;
9 W/ HINGED GRATE o
a_ o'a� w
APERATURE OUTLET O Z a a
U ii a0 magi
16 GA. STEEL PLATE a
$ (WELD TO CMP END) >rc
12'-0�
U
SODO COVER
16 GA. 8" CMP, - 4-V' ,.
OVERFLOW INLET 3'-D' t'-E SIDEWALK
to
W/ HINGED GRATE SIDEWALK BOULEVARD "' .
2'-0• w�'
N 1 33' FINISH GRADE DO
yy 1/2' EXPANSION
�—EXTEND TO 3 A JOINT k%*•Oq''^'••«•
DAYLIGHT POINT o b '�0F.
(PER PLAN DIM'S&SLOPE)
WASHED ROCK 4BEDDING CM
RELEASE ST STRUCTURE F �+ s
ep O m
Z W U
w N N R
g CONTRACTION N
JOINT
STORM DETENTION OUTLET STRUCTURE ,/r EXPANSION
SCALE 1' = 20' JOINT
VARIES
1IN EXPANSION `
JOINT � `..
CONTRACTION b r�
JOINT
J i T EXPANSION-------
XPANSION 0— 5F
A � � w
4'
1/2' EXPANSION
JOINT(TYP.) STORM DRAINAGE CHASE PLAN
2' FOR SECTION SEE STO DWG 02529-2
T SCALE: NTS �
ELEV=CC-0.50'
4800.46 ELEV=FL-.53 I 13' =I
-4600.53
ELEV=FL-0 24'
4600.37 —5.75' 1.5'--T^5.75�1
S�-0.4070.407.
S_D.407. I I
CURB CHASE •TRE STYLES(SOLID COVER) K
TRENCH CRATING AWITHPPROVED
STYLE >m aj
FL B FRAME OR APPROVED EQUAL
o a JOINT(PANSION I 2�T h=VARIES 4 U I, Q o
0.46'
SID T` -"_SIDEWALK
0.70'W/CHASE p p(O Oo00 17" ',.O Op0• I
(0.56'WO/CHASE,ON UP 00 O 0 00 O 00
1/2• EXPANSION NOTES STREAM SIDE OF VALLEY PAN) — — O 00 OOp —
JOIM MP.) OOOp ~0. 0000 00000
1. TOP OF CURB(TBC)IS NOT DEPRESSED I •
37' 1/2" EXPANSION I II —III_ — JOINT EXPANSION
JOINT _ ++�+
GUTTER FL/BOTTOM OF CHASE
N
VALLEY GUTTER PLAN VALLEY GUTTER SECTION A W_ 17 4"BASECOURSE C.7
SCALE: NTS SCALE: NTS oNTRAC OR ortoER INFO Z J
TRENCH GRATING-SPECIFY 3 WK.
MIN.SHIPPING LEAD TIME Q
STORM DRAINAGE CHASE SECTION A (DLLj
1LJQ—J
SCALE: NTS
Q�
L�U
W�
Z(n
IFCO STYLE S (SOLID COVER) Z
a TRENCH GRATING WITH STYLE �O
B FRAME OR APPROVED EQUAL
v SIDEWALK LLJ I-
1/2" EXPANSION JOINT NO(n
?4801.25 4801.22 480 .12 E INLET m
4 2x 4801.0
m FL OUTLET 1 ————————— 1.50% FLOW LINE
66 4800.25 OVERFLOW ELEV. 4800.21 4800.23
4 4800 31 4800 3
DETENT. POND p 4800.13 05=0.5%
5'-0" 5'-6" C.0.8 STD. INLET
4798.75 SIDEWALK BOULEVARD APRON ( W/O GRATE)
(DWG 02529-1&2) PROJECT NO.
10.040.031
STORM DRAINAGE CHASE SECTION B °°SHEE0NUMBER
SHEEP NUMBER
AS CONSTRUCTED
SCALE: NTS 6A OF 6
DEr6ADrG
�_ RF�.o¢O 02Aw1.ac.
74-
IJaW
\_ > aJ 9oo Q��s
DRAINAGE AREA � zp 'N
-....._
(LOT #2 & RAVALLI ST. R.o.W) I - vUoa ma�
STA 0+15 INSTALL" 10 YR.,2 HOUR DESIGN STORM I of o=o z a Jo
AREA=115,642 st 2.65 ac ,I
60 LF 30"CMP A, ( ) ,
INV IN=4796.44 ,l Predevelopment Runoff'C"=0.20
INV OUT=4796.14 j
Predimel.Release Rate. 0mi cfs
Overland dist. 900 ff.
S=0.50% Time of l Conc.—e=0 min . ________ ------
Post—Development"C'=0.73(wtd.ave.) _21 €orno as
TOTAL REO'D STORAGE VOL=3109 cf W9i Y m a
'447o-p•.y
I I
z F z rn
FIN.GRADE INDEX CONTOUR _ W
RN.GRADE CONTOUR
(0.5 FT.INTERVAL) I 1n v,
i IFIFN�aI PPD-Wn 8!6
• �_�� �� �� �� 803.74
I -
�s
LOT 3
M.M. c>
204,142 SF
:` L 0 T 2
FlN.fLt. %:.
�e03.W
5f
q . 63,625 SF O w�
a R> m a 2
p � Nw R 1 .46 AC
„ ',. EE� M.Flit S m •� M. \ �C ` r I�1 � G�
o
803.1 x 9p� x 58 803.91 �' m t`
L1J 48 —480Y4 am r_Newm 4
W �eoo — — 1 — — 8 — — _
3
IIIII .00.a 48
480 .41 4 3.9
-- _.
f 34 LF 12"CMP STRUCTURE —
(n., r ` o INV IN=4798.75 0 __-- --- CATCH LINE o
- A"°° .y, —� NV OIT=d7aR74 � CD o RAVALLI �ST.
1 S=1.50% N �— — f - CD ��
4800.47 .�.. 4� (SEE DETAIL SHEET 6A) M — --I— — --+—� rJ
ID
v peso. / STA 0+51.5 — — — — T— — — \��� \ z
m --.. ._-. INSTALL-SID_C.o.B._VALLEY AN
Q &STORM DRAINAGE CHASE-
FA IN=4800.53
r
F/L-OUT=4800.34
' 4=o. �GN
E STTD.I.DWG.02529-1) COQ�
( RB CHASE SEE SHEET 6A) <R`vO
EX. BUILDING 0 C C
CATCH LINE xO Cn
i EX. BUILDINGS 43L�601 SF g°��MPN L CD
REMOVE EX.30" � C"��
CMP CULVERT 1 .00 AC 61 ,963 SF \� o
1 ,42 AC STA 8+74
INSTALL 115.E LF 24"
RCP w/FES \ \ `�, ~H-
INV IN=4806.78 1�, L¢�O
INV OUT=4805.93 \ \ J
S=0.73% LLJ
- .aarsxanF � '� � 1,IIII Z
— — ---
00 I I —z
DETENTION BASIN DATA _.. — —.....—._. — - — --._.....— --- --- — --- — —._.....
— ------- I ¢
^10TC: 0EC.GCD 09Aw1N"N!e DATA F
WEST BASIN: Vol =387 cf Depth=0.50' NO'errI>r 1>e-Mt A'no.► po.dpf 5'[QEL•:�s
QA NIh1eK, O¢
EAST BASIN: Vol =387 cf Depth=0.50' PLArK& vq�t_Ey 6v�TETZ 2
BASIN: Vol =2355 cf Depth=1.50' GRAPHIC SCALE ` asu><m Abtt m Z_
ti (RELEASE RATE=0.39 cfs) vVASrs o.yLK• S ACC- Vvvm R-0VEvvv Q4L ¢
TOTAL VOL, 3129 cf
'0 LET Z H uT P0.lt_"C o P TK\S IOW AZT._
TOTAL VOL.REQ'D= 3109 cf
= 1 YRJ SURPLUSSTORAGE=20 cf ( IN FEET)so
inch 30 fL
NOTE. (NI Deteni.Pond Side Slopes 04:1)
AS tORSTPLICTED1 K PROJECT N0.
/ I 3000.01.010,0310
z
--- 10 00 SHEET NUMBER
6OF6
IXtANADE.DWG
Q.f_CU�O ORRW IN1.