HomeMy WebLinkAbout011 C2.4 605 E Bryant - CIVIL DTLS PROPOSED RETENTION POND WATER QUALITY VOLUME: 369 CF
POND BOTTOM ELEV. = 4730.00 TOP OF POND = 4 10-YEAR 2-HR RETENTION VOLUME: 1,369 CF
4
POND BOTTOM AREAA = 88 SF MAX POND WSE: 4731.50'
STORAGE = 1,419 OF AT 1.5' DEPTH
4]28 \ ANPOND VOLUME AT MAX WSE: 1,419 CF EXISTING GROUND
S89'13'O6"E5.77' 4729
P OH P PROPOSED DRAINAGE SWALE
--- — --- P ON
o -- ——— —————
EXI
STING GROUND
7 — —
_ —
� r v 4731 / TOP OF POND — 4731 50 — — — —
a 473=^ 4731 0 — 4 —�! �WIDTIH
�VARIES
4yV �NFINISHED GRADE
------- V— — ————— ————— ——— -- -- ------2 / 2 ( POND BOTTOM ELEV. = 4730.00' 0.5' MIN. DEPTHC24 / C.a FINISHED GRADE
—473'2£( �a 3 DETAIL
DRAINAGE SWALE SECTION VIEW
DETAIL NTS
••fit': EXCAVATE TO NATIVE I /
'•'4 2.4 GRAVELS. FILL TO POND 1 I / C RETENTION POND SECTION VIEW
'a'�`• ' BOTTOM WITH COBBLES. �� / NTS
tl
\ / BAc[OF CLMB
SOLID LAVER
SIDMALR BwLEVMD STREET SURFACE
•• \ "� \\ / 4'-0"
r
/ EJUAUM JQBJf
. � —_PER 31 2"
:;• / /
EXPANSIONJOBETa i
' • + < / \ II r B REINFORCE WITH #4
' :•.'�Br;' +•,. ( •' / II NO FILL WITHIN 60-FT FLOODPLAIN vARIEs BARS ON 2' X 2' GRID
' �yt+L'•"• / EASEMENT & WATERCOURSE SETBACK.
B
c• / I PROPOSED POND GRADING IS IN CUT
REI[ DROP CURB
E I FOR ALL AREAS WITHIN FLQQDPLAN wNC NERDCXANNEL I NOTES:THE WIDTH WITH PROPORTIONAL
/ I EASEMENT WATERCOURSE SETBACK. I INVERT MAY VARY TO SATISFY THE DESIGN
/ ( )) J NORMAL CONCIR E OVRER LINE REQUIREMENT$OF INDIVIDUAL APPLICATIONS.
/ I 4]3 / ( IWF'IICDN SmfY1�E B 4�R,EYE,CD lRL f Eo DRY�JNSERIES' (OVRR CHASE ONLY) FINISHED STREET SURFACE TO BE 1/8'TO
;. • \ '2 / I N11N MD.BOLT DOWN COVERS.(OR APPROVED EOVAL) I/4"ABOVE EDGES OF DOUBLE GUTTER.
/ ,Ift1
•'( ',l' \\ 5 DETAIL
j PLAN VIEW — N.T.S. C2.4 VALLEY GUTTER
NTS
\ \\ WITH STYIE B 4$ IIC,CD.RI FWNDRRl�AJING
SERIES'
PRMIOE WRN SOLID.BOLT LAWN COVLCR3,(OR ARPROVw EQUAL)
EROSION
1 DETAIL AS REQUIRED`/ REOVIRED --N [ypAN3pN JOIMf
C2.4 RETENTION POND PLAN VIEW
NTS .... .. ............................... /�BASE CwRSE
REOVIREO f�- SIDEWAIE BOULEVARD
'--.COVER qMB!CUTTER
LEND CNAS[
INLET CHASE
Irco STYLE S SOMD COVCR TRENCH 4RATN0
[� WRN SOUO,BOLT D01YM COV[RS.(OORYR APPROVEDIEEOUAL)
•/1� ,y�a 2f �rL)WLRI[
.....�—,
II ...........................................................F
—/'BASE COURSE7 ^ S'(TYP) b 2' 1,
RQARD D-'.—. FS0.0 ARD CURB VI
4URER
PER STD.DRAWING 02528-1
II SECTION B — N.T.S. OUTLET CHASE
IFCO STYLE S(SOIID COVCR)TRENCN 4PATING
WITH STYLE B FRAME,D B L FOUNDRY'J SERIES'
WTTH SOLID,BOLT LAWN COVERS.(OR APPROVED EQUAL)
/'BOLMALII a 2 12'
v
DIMENSIONS AND N VARY,SIZE
EVAN=JOINT TO BE OFTCRYINEO BY ENGINEER
BASED ON 25-YEAR EVENT,BUT NO
B. LESS THAN B'AT CURB OPENNO
ARSE DBItl�
CONCRETE SHALL BE M-/000 I
LAVERS MUST BOLT DOWN TO FRAME
/'W.
2 3' 1 " SECTION A — N.T.S. 3
CITY OF BOZEMAN SCALE: CONCRETE STORM DRAINAGE NO. 02529-14
OR APPROVED EQUAL. 8'3" STANDARD DRAWING NONE OUTLET AND INLET CHASES DEC. 2003
v: April 2005
6 DETAIL 4 DETAIL
C2.4 40 YARD DUMPSTER C2.4 NTS
SIDEWALK CHASE
;I
NTS
NO. REVISIONS DRAWN BY DATE 'pNTMy". PROJECT #: 22-074 SHEET
1 ADDED CONST. DUMPSTER RSR 0 13 2023 +� *'�� RANIERI SI°][°']E PLAN 32 DISCOVERY DRIVE DATE: 06/28/2023
'f�ROF[Y BCO'Ri BOZEMAN,MT 59716 Civil Engineering C2a4
I�yROL(�5�ry' CIVIL DETAILS PHONE(406)582-0221 Geotechnical Engineering
ALLIED FAX(406)582-5770
ID/11/ZB23 �' Land Surveying EMINEMING
PROJECT ENGINEER: RSR DRAWN BY: MCG ( NSE�J'.; —alliedengineering.com smnl=/NC. s RANIIERI SITE PLAN
A� 605 E B PANT STREET,BOZEMAN,M[ONTANA
DESIGNED BY: MCG REVIEWED BY: RSR
°,, aP,o+a` CIVIL DETAILS