HomeMy WebLinkAboutSpring Meadows Subdivision - Lot 1, Block 2 - - ,OF MOpr4
o" CHANDLER
"No. 951BES
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-Graf-Streeter --+-- o9os0- -- -;---_41y4 �\
-_________________ __® _ EXISTING 24 WA MAIN �-�_ 0 �� SIL¢¢� 1 Of 2
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..Am 41.3IT
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sirEJ 1'lyEgR F V� I xlsnyG 5 SOEwA 4.
-, ATION<g�p 15 A`24 ✓ A Scale In Feet
NOT TO SCALE \1 I _ az. I ✓✓ 20 0 20
1 a'g - --1 1+15 a� `R
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11 I a1.1. - INSTALL B" S CLEANOUT /•� „t'V' \ I i✓ 3" 6�r� w�
1�04 ELEV-42. 4 7z I 7
,< INV EV-38. q y, L_/ q�✓ / Scale In Meters ±
FLOOD I q a 1+03 SJ 27 �\ 8 I O"ry�
1 w 55 NGE,O,�S' .Co ?d T' a 1 � S
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ZONE ,9A 5 �yc-ss 0 ' a o z? s �aaT ✓ o+oo
`� AE 1 I - tvel OE 4 /�yXC//�1' - �° '1 9+12,97 s9 W Y z
r 1 - A - 14 \/y\�� \� I EXISTING MH-8
v 1 1 BL G. N0.1 4A'ACFL - ,� 0 �`` �045% WV' RIM=42-94
'� 1 1 FLOOR ELEV;PON.4500 _ Q �O, �� 0 _35_Si } INV NE=3Z54 \ W o
•N FCCb Yf 1 #20 E GRAF STREET ri4\�20z G*♦ 7.64
; 58�T 6" \\''N"4i ♦NNV SW337.74 43.D \
cy4rlo°Ipo y LOT 1 rre 43. LOT 24
N 4 p � 34,166 SO Ft m ��
LOT 6A 94J\ Nvq 1 A B^ z9A7 A 0.7B43Acre Mf\ ho _- D+se �_4� \\ z
a BLOCK 5 n 1 ^G Y INSTALL MH-1 P lj\"
0 11 ; 'I; RIM=43.20(AB) \ w
11 i'I BLDG. N0.2 A9+25 5 w 8" INV NE=38. (AB, I;/ Q \ W /E
8" INV NW=3.il AB J h+M
aQla• 42. DECK I BLDG.
ELEVATION-45.30 aY`+/ \U\, \ J
E� /22 E GRAF STREET /26. BLDG. NO.3 ~� , ' \
1
A B FLOOR ELEVATION. 4560
1 I /24 E GRAF STREET
\ 1 w w U \ \ ^ rot
\\ 11 TE URB BOX AT 21 DECK 1 ,s6
LEGEND \`, 1 OF UTILITY `"I`;a Ida w • __s9A7 RELOCATED
XI9➢NG I 'I•
1 ENT YP.) IDECK 'i j - R SERVICE
--- 3 ---- - ID-- -----! 4+�3 AC ST B(NOT USED)1
--- PROPOSED SANITARY SEWER LINE 'JiF DECK- -- --- --�- _ --_ EXISTING 24-WATER MAIN_
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--- EXISTING SANITARY SEWER LINE H�9p0, ` \ XILLE i°I ry 3.1JL_ S t RE R
�_ a C.
---- PROPOSED WATER LINE \ \ 1 I Sa -- -- - ----- --___±,_ ____ _ _ __ 1
9 \ \ -U---- ---_ ____ ^l^� 23B LF OF 6•D.I.P.CUSS 51 WATER MAIN �� CEXISTIN 10
EXISTING WATER LINE m
Sa Ln
PROPOSED SANITARY SEWER MANHOLE 42.4 m \� - 4.2 EXSTING 8' _ _
EXISTING SANITARY SEWER MANHOLE FLOG � EXISTING MH-9
\�2 45.5. 2 O'47'S2" 4 ) \� RIM=44.04 1
PROPOSED HYDRANT ZONE 40.6 \ 4.1.Sz - ^a3. SS 91i INV NW=38.74 \
.. PROPOSED WATER VALVE x \ `OT v I 4,.3 \
2+}8 X `I, 2 U/G GAS, ELEC,PHONE AND CATV TO BE _ 44.5 �ySS i PARS• � O
40.5. EXISTING ELEVATION __ LOCATED BETWEEN NEW WATER MAIN AND 4
INSTALL 6" CAP WITH THRUST BLOCK 0-052 �� J
PROPERTY LINE '�
(zs.») PROPOSED ELEVATION I MAKE CONNECTION ~~
-4942 EXISDNG CONTOURS®1/2' INTERVAL 2+36 \ SITE UTILITIES PLAN NEW
EXISTING 8" D.Lp G 1�`
INSTALL 2" TAPPING SADDLE w \ 0+15.4 NEW 8•z8"z6" TAPPING\TEE
(AP) AS BUILT C1 SCALE 1"=70 45'BEND MEGA-LUG 6• TAPPING GATE VALVE'
AND 2"CORP, STOP
INSTALL C.O.B. STD. BLOW-DFF HYDRANT " AND THRUST BLOCK (CONTRACTOR TO RSTALLI AND
OWNER/DEVELOPER PER STD. DRAWING NO. 02718-7 0-02.2 CITY OF BOZEMAN WILL MAKE TAP t 1/2-SERVICE(RELOCATED) 1 LF 6"D.D.I.P. AT CONTRACTOR EXPENSE)
6"BIG SKY FAMILY TRUST DEVELOPMENT PARTNERSHIP I
45 VALVE EXISTNG 24"WATER MAIN 45'BEND WITH MEGA-LUG.
101 BILLION PLACE ' E-_---- - ROD MEGA LUG TO VALVE. 4 r�
BOZEMAN, MONTANA. 59715 NTH MEGA LUGS�\ 24"X10"REDUCER SEE DETAIL 5 �0 yqZ./ 0 O �
C1 'y ► ,1�v� f,�,
10•%8"REDUCER
(406) 582-1122 5 ` • �xy�P`3,y.'��y •Q° y0o��,�"�l y°��
ENGINEER o� /,1 t E7USTING B"WATER MAIN yr�l E.�.S, / `�/1(1,♦y'S4i j4 E'i�
;;$IH ENGINEERING AND SURVEYING, INC. �G 6,5�5N
614 WEST LAMME ♦ \'I QJ 0
BOZEMAN. MONTANA, 59715 y�\\�, \
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(406) 587-1115 EXISTING MH-B
. /�gv\B"%8"X6-TAPPING TEE I I\'r ii / .Y.t. p�OM 4j�•1h M
6.45'BEND NTH MEGA LUG AND/ TAPPING GALE VALVE ,�xN,l r�p'CG� yam' 0�2��
1 LF 6"D1.P PODDED TO VALVE f! 4950 ---- z
CUT NEW CHANNEL IN SHELF
GENERAL NOTES EwsrlNc MH SHELF
_ EXISTING 8" CHANNEL TIE TO EXISTING WATER MAIN 4945 i
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. SHELf
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE [[�� 4940 -
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN Sg -5-" SHELF "V FOE 8 R-JS tx pp B v✓C-SR�z-!5 SS 1114
MST I I
S7 L "PVC SD 55 O 0/
ENGINEERING DEPARTMENT. 9 1�A /��" / 4935 LF - -----, - _ -c O
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE HE INN�3� '� 4C'S5 / pOy / I+20 i+00 0+80 0+60 0+40 0+70 0+00 CAI
ENGINEER AND THE CITY OF BOZEMAN. WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., Qbp •CC' yOR' SEWER MAIN EXTENSION PROFILE ►�+
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. 4p �6 0 2 O VV
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL 09
y�\\a��o� �0E0� Cl SCALE: (1"=20'HORIZONTAL) (1"=5'VERTICAL)
EQUIPMENT AND MATERIALS BY THE ENGINEER.
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4, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE 1W y tip�0 / •�•H �'E' ',\c��.`' •,���'E�� �� M
BEGINNING OF CONSTRUCTION. 4 \MANHOLE CHANNELS DETAIL
^ 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS 'L/ P`"Coo p'� g� 0 Q- ,hb ✓-'
PRIOR TO BEGINNING CONSTRUCTION.
``°''ay�°'y�O /`�cE' ��`�E`S ��`��'� O������J p°�p`Ycb O PeQ�•�' �P�°,1a
6. TYPE 1 OR TYPE 2 TRENCH EXCAVA 110N MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. +b
7. TRENCH BACKFILL SHALL BE TYPE A. ,54/rl,`'.\EQ' 69� '1•P '`°, J, ,II•P Oy'L/+ OP
P ♦ tiP P ♦ 1P ? O '\
z' 8. BENCHMARK: EXISTING MANHOLE AT GRAF STREET AND SPRING MEADOWS DRIVE 1 I`cA P eo L1
m ELEVATION = 42.94 NGVD 1929 )SUBTRACT 15,44 FROM ELEVATIONS SHOWN TO CONVERT TO CITY OF BOZEMAN DATUM) 4945
1--- -- - ----�-- -- --- -- -- --- -- -- -- -- -- --- -- -- --- -- -- -Z ��tiy c°� Drawing Date: 11/4/96
0 9. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET, A MINIMUM VERTICAL 1940 r }
.3 SEPARATION OF 1.5 FEET SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ALL SEWER MAINS. ,n
r P. A 51 W EXISTING
� 10. INSTALL SANITARY SEWER SERVICE LINES FROM MAIN TO EASEMENT LINE ONLY UNTIL SEWER e O R MAIN
MAIN HAS BEEN TESTED, APPROVED AND ACCEPTED BY THE CITY OF BOZEMAN. I '
11. NO TREES ARE TO BE PLANTED IN UTILITY EASEMENTS OR WITHIN 5 FEET OF WATER SERVICE 4930 -
LINES OUTSIDE OF EASEMENTS. 2+40 2+20 7+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 0-10
12, THE DOMESTIC WATER SERVICE WILL BE INSTALLED BY THE CITY OF BOZEMAN WATER DEPARTMENT. 3 WATER MAIN EXTENSION PROFILE
AS CONSTRUCTED
13, THE 6.5' MINIMUM COVER OVER THE NEW WATER MAINS MUST BE IN PLACE BEFORE THE MAINS
WILL BE ACTIVATED. C1 SCALE. (1"=20' HORIZONTAL) (1"=5' VERTICAL) 10/25/96 -
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MARK A. _
CHANDLER
No. 9518ES
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Sheet 1 of 2
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BLDG. NO.1 _ N 5L00,_ �9 W _
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LOT 1
34,166 So Et
0.7843 Acre
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� � BLDG
. 0.2
I
BLDG. NO.3
YS
LEGEND - ER SFR,
- —
PROPOSED SANITARY SEWER LINE -
- EXISTING SANITARY SEWER LINE
PROPOSED WATER SINE 238- _ 6"01- CLASS 51 WATER MAIN M1
LOCATED
GAS. ELEC, PHONE AND R MA 10 BE
INSTALL. 6' CAP WITH THRUST BLOCK-� _ LOCATED BETWEEN NEW WATER MAIN AND a G O 2
PROPERTY LINE �
SITE UTILITIES PLAN 10 EXISTING MAKE CONNECTION
2+36 +wry DL +1$4 Nf:W 8.B 68'7APPING TTEE
INSTALL 2- TAPPING SADDLE I 45'BEND MEGA-LUG 6' TAPPING GATE VALVE
AND 2"CORP. STOP :.,' .fJ'. AND
INSTALL C.O.B. STD. BLOW-OFF HYDRAI.- AND THRUST BLOCK (CONTRACTOR A INSTALL M KE
ELOPER 0-022 CITY OF R CTOR WILL MANE TAP _y
OWNER/DEVELOPER PER STD 9PAWING ND 02 ,6 •�
I "SERVO�REi OC ATE ) 1 LF 6"D.I.P. AT CONTRACTOR EXPENSE)
- - - EXISTING 24"WATER MAIN 45'BEND WITH MEGA-LUG.
--- 6"45'JALJF , -- -- -- ROD MEGA LUG TO VALVE.
AI;H VFGA'.UGS 24'X70'REDUCER SEE DETAIL 5
C1 G o
PCon
�10'X8"REDUCER
ENGINEER !,_EXlsnrc 6'WATER MA',
t
\1��8'X8'X6'TAPPING IC" \�5
:5 6' WTp ME "LLC AbF: \6" TAPPING GAR vnt',`
0.G --
" 11 RO^DF ^'dAUM1 4950
GENERAL NOTES TIE TO EXISTING WATER MAIN
-- — - --- ,
\ /
,
- \ / SEWER MAIN EXTENSION PROFILE
MANHOLE CHANNELS DETAIL
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Drawing Date: 1114196
•i.: . ,. ;, „ . - �. .. I ?JB A51`I WA,f�
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2 .L C1
WATER IN EXTENSION PROFILE
AS CONSTRUCTED
10/25/96
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