HomeMy WebLinkAbout003 C1.2 North Wallace Residence DESIGN PLAN r
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I
ADJOINING PROPERTY BOUNDARY
7PVC
S37.5'LOT 4
TRACT 4
PROPOSED UNDERGROUND PROPOS
IN LOT 4
I STORM DRAIN, USE
TRANSITION BETWEEN FORCE MAIN SEWER PROPOSED 7\c RETENTION SYSTEM SEE
30" BURIED
�® 145' OF PROPOSED 1.25" SDR 11 HOPE SEWER PERFORATED CSP. SEE 2/C3.4 A2000 OR SDR 35
m SERVICE AND GRAVITY SEWER SERVICE. CURB INLET PROPERTY BOUNDARY
INSTALL CLEANOUT FORCE LINE. MAINTAIN 6.5' COVER IN
5.0' SIDE YARD SETBACK 4784
I� 3 PROPOSED APPROACH, PROPOSED CURB AND GUTTER (TYP.) HP PROPOSED 72"��478
I \ SEE 2/C3.1 _ _ _ CURB INLET
sl
PROPOSED PAVEMENT
CUT EXTENTS (TYP.) o
0 10.0' WIDE UTILITY°EASEMENT
40' OF PROPOSED 4" SDR 26 J a �
PVC GRAVITY SEWER SERVICE. o q I I 180' OF PROPOSED 1.0" COPPER TYPE K WATER SERVICE. �e E-� I EX. FENCE
HOT TAP EX. 10 DI MINIMUM GRADE OF 2%� 21.0' TBC TO TBC I PROPOSED 12" PVC STORM DRAIN, I PROPOSED DECK ABOVE \
MAINTAIN 6.5' MIN. COVER. MAINTAIN CONSTANT GRADE WITH / USE A-2000 PVC OR SDR 35 PVC ADIT MALT LEVEL=
WATER MAIN PROPOSED CURB STOP NO HIGH OR LOW POINTS THROUGHOUT THE LINE e 1
o �� W2 LOT 3 4786.09'
5.0'
�e WIDE
$.0 I II SIDEWALK 9.0' OF PROPOSED 1.0" TYPE K COPPER WATER SERVICE.
ss--�_ 4785j PROPOSED DECKS ABOVE o I MAINTAIN 6.5' MIN. COVER. MAINTAIN CONSTANT GRADE
y ss ss_ s-ss ss oq j I I WITH.NO HIGH OR LOW POINTS THROUGHOUT THE LINE
23' OF PROPOSED 4" DIA. SDR 26 PVC SEWER SERVICE TOEX.
CONNECT TO EX. SEWER SERVICE. MINIMUM GRADE OF 2%. 4784 -5.0' OF PROPOSED 4" DIA. E4 LOT 3
TO WATER SERVICE c I c 25.0' TBC TO GRADE`BREAK - a
TO BE ABANDONED EX. CURB.STOP TO BE ABANDONED G c- " e I a a a SDR.26 PVC-SEWER SERVICE
AT WATER MAIN v INSTALL CLEANOUTS AS PER II °
I ws- I COB STD. DRAWING #02730-4 29.0' TBC TO TB
HOT TAP EX. 10" DI WATER MAIN 47aqS I
II I 11 PROPOSED E/ONE DH071 GRINDER I
CONTRACTOR TO VERIFY CROSSING WITH CITY OF BOZEMAN. 80'-_ g DUPLEX MAIN LEVEL=4786.09' PUMP STATION. SEE DETAIL 1/C3.2
o II I � ) PROPOSED CURB STOP I $
15.0'_FRONT YARD SETBACK I o I INSTALL WING OUT#02 AS PER COB 20.0' REAR YARD SETBACK
63' OF PROPOSED 1.0" COPPER TYPE K WATER SERVICE. \ STD. DRAWING #02730-4 I
MAINTAIN 6.5' MIN. COVER. MAINTAIN CONSTANT GRADE I E ^0�` PROPOSED 6" PVC STORM
WITH NO HIGH OR LOW POINTS THROUGHOUT THE LINE I - PROPOSED 12" PVC STORM DRAIN, USE PROPOSED 48" R DRAIN, USE A-2000 PVC w
" uu I I A-2000 PVC OR SDR 35 PVC CURB INLET PROPOSED 12 /4-BEDROOM MAIN LEVEL=4786.09' OR SDR 35 PVC v
I (g
o so ` " o I ,>P INLINE DRAIN I� 5j
s al
EX. STORM DRAIN MANHOLE l ; I ---ji- - ------ -------�--- - - -- I I ROOF DRAIN COLLECTION
--
a G G G A -�� OS as GS G5 - --- - ----- --- -------- - - -- (TYP.) SEE DETAIL 1/C3.4
oJI I ,Z G G G G G I
" PROPOSED 12" INLINE DRAIN - PROPOSED GAS SERVICE- PROPOSED 12" PVC G
LINE IG OTHERS, VERIFY STORM DRAIN, USE PROPOSED 12 PROPOSED 1 D TYP. 86 PROPOSED 12" _---
I (TYP.) 47 5.0' SIDE YARD SETBACK PROPOSED 12" INLINE DRAIN
ss 3ss CONFIGURATION PRIOR TO A-2000 PVC OR INLINE DRAIN (TYP.) PVC STORM DRAIN, PVC STORM DRAIN,
CONSTRUCTION SDR 35 PVC USE A-2000 PVC OR USE OPA-2000 35VC PVC
OR SD=- -47g4
-4785- -
SDR 35 PVC - - - - - _ -
/ \ -4786_
_1 "Jer LOT 1A
3 I I EX. TREES TO REMAIN LOT 2A-2 / J-400-A - LOT 2 \
J-400
478-6 -Ho-EX. SEWER MANHOLE I
-4787\
EX. 8" SANITARY SEWER MAIN
I / \ NOTES:
1. WATER AND SEWER SERVICES AND CONNECTIONS SHALL CONFORM TO THE
CITY OF BOZEMAN WATER AND SEWER MODIFICATION TO MONTANA PUBLIC
WORKS STANDARD SPECIFICATION AND CITY OF BOZEMAN STANDARDS. o
o a I \ 2. MAINTAIN 6.5-FT OF COVER OVER WATER SERVICE LINE. INSULATE IF A -
jl o MINIMUM OF 6.5 FT IS NOT PROVIDED. SEE CITY OF BOZEMAN STANDARD a
EX. 10 WATER MAIN 3 I / i --4786, I / 1 DRAWING 02660-15, DETAIL 2/C3.3.
EX. 18" STORM MAIN / / 3. MAINTAIN 6.5-FT OF COVER OVER SEWER FORCE LINE. INSULATE IF A
o I - - - / / \ I / MINIMUM OF 6.5-FT IS NOT PROVIDED. MAINTAIN 5.0-FT OF COVER OVER o
SEWER GRAVITY LINE. INSULATE IF A MINIMUM OF 5.0-FT IS NOT PROVIDED. o
\ co SEE DETAILS 2 AND 3/C3.2.
4. CONTRACTOR TO COORDINATE WITH CITY OF BOZEMAN WATER AND SEWER
DEPARTMENT PRIOR TO CONSTRUCTION AND FOR THE CONNECTIONS TO
EXISTING WATER AND SEWER MAINS. °'
o m $ I I b1 5. DASHED CONTOURS FROM CITY OF BOZEMAN LIDAR (2018) "
6. SOLID CONTOURS FROM AESI TOPOGRPAHIC SURVEY
7. BLOCK FRONTAGE IS LANDSCAPED
NO. REVISIONS DRAWN BY DATE 0 10 20 30
NORTH
WALLACE [�}�7 [� PROJECT #: 22-058 SHEET
III �� A V®R�[°JL ll �'iY RESIDENCES 32 DISCOVERY DRIVE Civil Engineering DATE: 08/24/2023 u,f7}}I��1 �{j'
SCALE (FEET) BOZEMAN,MT 59718 DESIGN PLAN C1.2
P DESIGN PLAN PHONE )582-5-0221 Geotechnical Engineering ALL
FAX(406)582-5770
PROJECT ENGINEER: RSR DRAWN BY: JCH -alliedengineering.mm Land Surveying AlEN6Al INR
O 428 NOIt°][']H[WALLACE,BOZEMAN,MT NORTH WALLACE
DESIGNED BY: RSR REVIEWED BY: °%"asep,oi°``�• DESIGN PLAN