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LEGEND PEN SP\CE - -� I TRACT GLR- o' MARK A ,'
SEWER D6ncHMARK: I Cos NORE ,DER �I CHANDLER II
1 4 oq sEmncE N-17;
o. 9518E5 7:.
Nr°R4Nr utRow ear n '
x �' o ti ciY ry 4. -$$- PROPOSED SANITARY SEWER MAIN \ ELEvAr g,1Tz+eFEEr s "(CITY aeozEMAW PROPOSED SANITARY SEWER MANHOLELOT i2INiTR
TURTLE WAY E(uao) PROPOSED SPOT ELEVATION J,
PROPOSED DRAINAGE DIRECTION \ \ �oiT:R Sheet 1 Of 1
(DIRECTION OF DOWNHILL FLOW) \ j TELEPHax 4 W - ,MON �DIOH 2s'wEruaos
4 PROPOSED GRADE _0. Dye N SETBACK
_ PROPOSED WATER MAIN `A ti W
� EASEMENT C r m
_ -w- 1 4 W 399.82 06T4648' 0) W
EXIS ING G �� PROPOSED FIRE HYDRANT \ SEWER U/G II 11 - r �-
SERWCE (pEIINEATEO WETUND) - -_` m
4670 = -
D4 PROPOSED WATER VALVE \ - - _ _�O m -
4671 BS.tKt E V�+
PROPOSED STOP AND/OR STREET NAME SIGN -. .o - _ - - - " U) v
LOT T3 °1 ��' s
� PHASE LINE -•1'- b' xl LOT fi°� ;'n o m pp
2D'WIDE SEWER 5
PROPERTY LINE q t= "3 o [ '�
\ EASEMENT-TO BE 7 \ d I 158 50 0.1
PVI SYMBOL To1c"oEN°sm�ua°RioN k -'� --0 L 3 o.ts66 Aerwsp;
NSTR �300 Sa R 7,600 SV R g N m
I' ��k� I O_nsl Ol7Y 6 C-433r5'ZY =7 16 11 I� C
- - - SWALE - -- - o t. 6.7a
4660 -SS- EXISTING SANITARY SEWER MAIN 1 - _= I 3 �1 r 67 36155 3,
® EXISTING SANITARY SEWER MANHOLE __---g-- -- +Ic III " A SHE° a °� �• >7P __ G _ 9 ' w
SEWER MNa1a.E PROVIDE NAN K szloo uGHr ss.DD 2z 7 3Y cs ze9) ��
-W EXISTING WATER MAIN Rw aa6T206 EpyE of sOtwATxlT p 911
R-4664.20 DITCH CROSSING. j
FT EXISTING FIRE HYDRANT 3 �u9F a
I TUN ELEV INSTALLED PED.RAM _-_
4655.00 D4 EXISTING WATER VALVE 1 N _ ot5
.} 94 0.3465 Ac
�pn Nam' M00 � I�1 a1 f74- -l'. O'' -.. ?��Z� /
Inp� !s �M io 100 L(.�I 1 4 -4674+--I 'o -3 ,. n EwAY N 2 ....7JS w FCoc,E 73.18 T
�f W
(fk - G/rl POWER ST M WA AREA
OwN POE
- ^Npt,!g0; a 7H 399.71-26T43' INSTALLED 22 8 LF 1 VOLUME-2,120 CU E
O+LOO 1 i i. 2+00 bX TF B� RCP STORM SEWER
"WER_ PROPOSED 60'WIDE PROTECT EXISTING O 0.441f SLOPE
CENTERLINE ROAD PROFILE (TURTLE WAY) TUEp- _,� �� STALLED
NEW
RIGHT-OF-WAY KEDGE [�
1 - We TREPHONE � TRACT GL2 F�ySi
Fna 6/tY roaw wiNa$ I STALLED NEW STOP/STREET ,
A81.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) t t/C YPc(roeN)�\ SIGN(TYPJ As PER cos No. 1u,
COB STD DWG N0.09810-t STATE OF MONrANA N
REMOVE EXISTING TREES DEPT.OF FISH,WILDLIFE AND PARKS
INLET CASTING - O
NOIE TOP OF BACK OF CURB ELEVATION IS NEENAH R-3067, �y-5- �W - W �'•I
IFCO 515-7 OR ` REMOVE EXISTING 11 L a
0.03' BELOW CENTERLINE ELEVATION EXCEPT AT DEETER 2047L \ AND EPLAGE w.4 tos LF
CUL-DE-SAC AND AT ENTRANCE OFF MANLEY �' �°� i I of 1� FL S RCP o 137 SLOPE
ROAD. SEE SPOT ELEVATIONS. h o , .) LOT 3 F N-�.7
s/a" X 5" /T0C=72.as h' ,e�fiQ a° OVERALL PLAN AND GRADING/DRAINAGE PLAN
by d cFROJap� tao BLOCK 2
ANCHOR BOLTS 51B" SMOOTH ROD x1a y03�p�o gpFE O J�O SCALE: 1"=50' O
• CENTERED IN OPENING
pQ�?Ogt.P1 3/4" WATER SERVICES �y`e�c p`'r 00 O0 ,�,,xx�� EASEMENT TURTLE WAY EASEMENT
P�fy,E 04Q` Q '' •.. LINE CL I
d 14'Ovc�' LT RT4, � ,•� 6�, 30' 30• 7
h .,d+G y'� 0+59.59 J b �� ti Al 15.5' t 4.5' z
1+23.09 h +Qqt� ,t'y a y 1' S' 6.5' t 5.5'
3. + ��'?`"eF� E Scale In Feet
A., _ 1+88.09 ,000 a '1. GRAD 1 C FT 31L SLOPE 3%SLOPE i 4•/FT G11PO O
2'-0" VARIABLE oxa,�`° O•f5' O 2+40.39 O'So''p°F�,.hyF.�Jy�p�°',ty? 115��0• V / f JrRtEs 50 0 50
7
2+42.39 ryx Jy4Op'L yM .�2`Q" 15 0 15
��p4 h 1h �y4? a�pwe. O� Ct t Y BITUMINOUS ASPHALT
9� 1'�•4, '`, }G-O' �qQ' �'p��pQYr1 Scale In d/efers
SURFACE COURSE 3" OF 1 1/1* MINUS
° �� y (rQ'�',�0� g5 �+'�`66°'• GRAVEL BASE COURSE Qx°h_may,,2h ryy d QtE °'b 5. OF 1 I/7 MINUS UNDER CURB AND GUTTER
w
10' .49 CRUSHED GRAVEL SASE
• \ I 'a O� @ � COURSE OVER 9" OF maim*
PROPOSED GRADE INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1
O' p _ _ •�0°�G. 6" MINUS PIT RUN RESIDENTIAL DRIVEWAY APPROACH.
__ COMPACTED SUBGRADE 2. SIDEWALK AS PER C.O.B. STD. DWG. 02529-10 AND 02529-11.
+19.60 E ISTIAIC POND ZQ a 3. FERTIUZING AND SEEDING AS PER C.O.B.SPEC.02223.
CUL L __ (TOPSOILING h SEEDING ON CUT 8 FlLL AREAS ON
_ -56.02- PROPERTY SIDE OF SIDEWALK)
FL=70.03 4670 - FL-
67.7S 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE
• C4'SSIS S Z 1I CONDITIONS AS REQUIRED BY ENGINEER.
0
BLOCK OUT FOR FL-67. INSTALLED 4" THICK x4-D" WIDE s TYPICAL STREET SECTIONS
• OUTLET PIPE 2 .39 LF OF CLASS_51 DIP WATER IIAN 1O RIGID INSULATION AT i-LI
12" RCP (Typ.) NSTALLED THICK x4'- WIDE DITCH CROSSING SCALE: NTS O
y 6" '-0" LONG RIGID INSU ON FL-6 .8 °;).
a 4" SEWER SERVICES O
LT RT
X-C-1DATUM ELEV F C� 3+79.39
4660 000 M
FL 62. Q ry O 4+41.39
+ STORM SEWER INLET DETAIL o o N �o� �y,�' Sy`�� 5+71.15
n n n ^ o 0 oJQ. 5+76. 5
AB1.0 SCALE: NTS i iQ ? 5+76.35
•SERVICE AT STA 5+73.15 WILL REQUIRE
0+00 1+00 2+00 3+DO 4+00 y�y 6 6�ti°�,ptie< xy�`,°^k6�6 �X y y���'6 y61 A CLEANOUT AT THE PROPERTY LINE �b A,o�kA6`ry�J1 N
GENERAL NOTES °x 9'�5°° ti g y "6 ' " ° y°
WATER MAIN PROFILE ery' P�y�'° �F�"�° ��' yy``�o`p
2
0/H POWER O
'-1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH AB7.0 SCALE: (1"=500" HORIZONTAL) (1"=5'-0" VERTICAL)
EDITION, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS 5TH ��
EDITION MARCH 2O04.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL PROPOSED GRADE
- - x
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE
CITY OF BOZEMAN ENGINEERING DEPARTMENT. _
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE _ PHONE EXISTING G ADE-- _
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT .GAS 3+35.80 _
AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE 4670 IT W C c
WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY PHONE FL-"5Qt 3+54.4
Ex ITCU V 1
FL-66.3
THE ENGINEER. �'FL-6.86
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE m �=
BEGINNING OF CONSTRUCTION. 259. LF 8" C S 900 PV SS O DAD
9i 5+
65.35
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING TOP F=66.63 IN ALLIED W CROSSING
D 6" ICK x4" WI E
AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 1 x8 WIDE RIGID INSULATION SING
R-64.67
a 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 76.60 LF 8" SDR-35 PVC SS O .4059L Drawing Date: f0/14/l
0
228.67 LF SDR- 5 PVC SS
7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1.
DATUM ELEV 8"
4660.00
0 8. BENCHMARK: FIRE HYDRANT p1219 LOCATED ON THE WEST SIDE OF MANLEY ROAD
ELEVATION = 4672.16 STAMPED ARROW BOLT", CITY OF BOZEMAN DATUM N tV N N n n ^ of n o 0
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. a < < < • a +' ~ .O
' 10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. 5+00
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY 0+00 1+00 2+00 3+00 4+00
x'm SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. SANITARY SEWER MAIN PROFILE ,,��L�++
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT 3 AS-BUILT
CONNECTION POINTS. AB1.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-D" VERTICAL) 1Q/lA./Q(