HomeMy WebLinkAboutTraditions Subdivision - Phase 2 INSTALLED CITY STANDARD
LEGEND COB STD DWG NIO.09810-2 INSTALED CITY STANDARD �P of " vey2v
'AD END BARRICADE PERM 0
COB STD� N0.11110-2,
SS---- NEW SANITARY SEWER MAIN I jf-- -- --, _x - _ - - X_ - --_ H H No. 8867PO
® NEW SANITARY SEWER MANHOLE :i z `� I _ _ ---- - --- ---- RFC(StER�`�
x(44.20) NEW SPOT ELEVATION III y x T' z n w I �� - , i r. - --- ��L F'�G
,— mA; ��� �� I,I POND 5
NEW DRAINAGE DIRECTION
(DIRECTION OF DOWNHILL FLOW) O min�-o I ozavm Qd - �- iIL 50'-STORM DRAINA
- K:m c F__ m --
- NEW WATER MAIN m�n m L---
W- ----------- --- Sheet 1 of 10
zmzc O J ° PonN I
LO timoo �
------- -----
NEW FIRE HYDRANT III �. N> x-� - _ ------------- -- m m E
_�� _
NEW WATER VALVE _
D4 u - _ I _ - - m m m nm O Am 1_
OR boo i n�,,,,, 0 --- -----------------
NEW STOP AND/ ��m
STREET NAME SIGN o"o p'
o
a NEW POWER BOX N_---o_ tom C
- - NEW GAS MAIN REST • - I _ % - m ■ `` ,,-' I _ _� 1
Cl� o
NEW U/G ELECTRIC - > :I >G / Ir _ - I o m�� Nm 9
PHASE LINE _ •o \ LI sp j/ /.- '� / _-__ " D _ o D u .0 m
PROPERTY LINE O mi o l o / fT l - - - z'm f 'pl m o
m C I / __ d o c)oz N 0 C a
PVI SYMBOL y m - ---y P-- - v ma cn z D W
o n n o i -A m v a c rn r c''Z z
SWALE o j �a Asti y >o o v r zj o m n @ e R w W
SS EXISTING SANITARY SEWER MAIN « m mj' mD / mio � z� mm o g 4m�
EXISTING SANITARY SEWER MANHOLE -may -_ "_ A N � � O O 0= o v o s o�y r_ <
ozevmT Ngo // ��f D ( o mz omz Cn
'i EXISTING WATER MAIN m m D m N O
-�Y EXISTING FIRE HYDRANT 'I o n z Z �` o N ( �' `g i o m m
wY ,w m a HERE TO CORNERY' SIGN IN TALL i� = o o ^' z m m
i� EXISTING WATER VALVE V �� 0 _ ____________________ ___ a° C� "NO PARKING FROM PAINTED URBS oG ��
---.-.m- --- --------------- - n
0
Z - J -----
B SEWER STUB ABANDONED m m e .,- .- -------- ---- ---- -- --I -- -- c I n n
AT PROPERTY LINE z c
o WATER STUB ABANDONED u o m a
AT MAIN _ o I >u n
UTILITY CULVERTCo 0
----W---- FUTURE WATER MAIN T
PAINTED 1- t - --- -_ -- - - D�
FUTURE SEWER MAIN w
�i D,CURBS YELLOWI20 RT&30'LIT � � ADAND NED SS SERVIC�AT PROPERTY�iN� -T-- '-- y� -----I � -�A
250 WATT, 35' LIGHT POLE 00 4 'I I INSTALL,"NO PARKING FROM ( -�yo a o o z >z
HERE TO CORNER"SIGN I o =o m-Ni z x
G 100 WATT, 25' LIGHT POLE rI F_ III 0 6 0 0 9 R x oa p x
O O O OI O I C O i. Imp zoom Au' c
O 28 WATT, TRAIL BOLLARD LIGHT .. O O O < o <
NI Ili r I � � -I I � I � I -I I -I I � I -I I � I�I H o 'm-)A o Inv o
SEWER STUB TO BE ABANDON I O O K II! AI v, m m
O AT PROPERTY LINE LII I'�- I -� 6. N N N L t o �'z N m m
O WATER STUB TO BE ABANDON - : m f - I CD O n AT MAIN �-;. I 0-1 I N (_,�, -� I I 1 0 11 m n - zz
N --- --- - _ - 20'I PUBLIC STREET AN (UTILITY EASEMENT i1 Af z mm
- - T --�- _ -- - --_ --- --- ----J w ® m o M
----- _ N
EASEMENT � I `ro -- Ix
,v-. .. .can _ aNm yz <
...-. BAXTER DITCHor
00+5 °ni �+ I __ - - - -- -� -_ -- - - - - mo zn m
vII ----- --- x - - E
- 0m''------- - --------
• II
�I cal_ jI 11 �; O O O o CD
D NII H
� I � I C �
I PAINTED CURBS YELLOW 30'iRT T
NI 00+9 i - O I CJl (J,I INSTALL"NO PARKING FROM HEREIIrk
ABANDON WATER SERMC AT MAIN CORNER"SIGN CITY STANDARD COB
-ABAND01!I SS SERVICE A PROPERTY INI'i I IREMOVED AND RELOCATE CITY STD DWG NO.
�- ------I- ------ ______� 1 STANDARD DEAD END BARRICADE 09810-2 DEAD END
0
T? T ----- ----- --I T- - ---T -- T T --- -- -- ---I STD DWG NO.09810-2 BARRICADE
19 � �u>lra�;c/�ri9i� i n�n�u��t�rrl�n��l i�l
�-
_L6+�
GENERAL NOTES
VERALL PLAN
1. ALL CONSTRUCTION SHALL BE CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH EDITION, CALE: 1"=50'
MARCH 2O03, INCLUDING THE 2006 ADDENDUM AND THE CITY OF BOZEMAN MODIFICATIONS TO
MPWSS 5TH EDITION MARCH 2O04, INCLUDING ADDENDUM No. 1 AND No. 2. Scale In Feet Z
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL DRAWING LIST 50 0 50
VICINITY MAP BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE
CITY OF BOZEMAN ENGINEERING DEPARTMENT. RD1.0 - OVERALL PLAN 15 0 15
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE RD1.1 - DRAWING INDEX Scale In Meters
o I ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT
AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE RD2.0 - SANITARY SEWER ABANDONMENT PLAN (ROSA WAY)
LAUREL GLEN�O s I" WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY RD3.0 - WATER MAIN PLAN & PROFILE (ROSA WAY (2))SUBDIVISION 11 i - THE ENGINEER. Vl
51 RD3.1 - WATER MAIN PLAN & PROFILE (SHERWOOD WAY & ROSA (3))
pQ c I 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE RD4.0 - ROAD & STORM PLAN & PROFILE (ANNIE STREET)
o-t-Rd. I e BEGINNING OF CONSTRUCTION. RD4.1 - ROAD & STORM PLAN & PROFILE (ROSA WAY)
I o 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING RD4.2 - ROAD & STORM PLAN & PROFILE (SHERWOOD WAY)
.....Au I I AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. RD5.0 - DETAILS
I I RD5.1 - DETAILS
ee " I. I a 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.
" : �� ' f I o ❑
7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1.I Drawing Date: 10/30/08
" a 8. BENCHMARK: FIRE HYDRANT#1128 LOCATED AT COTTONWOOD ROAD AND DURSTON ROAD
ELEVATION = 4755.89 "STAMPED FLANGE BOLT", CITY OF BOZEMAN DATUM
W.Cdlege St.
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES.
u.s.isi I 10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS.
' 11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY R D 1
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
NOT TO SCALE 12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT 'p�I�
CONNECTION POINTS. D ORD DRAWII4G
10/30/08
#07510.2
I
�PF,OF �yTgyy
O PER M. 0
HJALMARSSON
No. 8887PE
�eclsteP��G
IO�L E�
Sheet 3 of f0
m E
I ID
L E.
U �
os
W �
va
oJU � w
TRACITIONS SUBDIVISION
4" SEWER SERVICES I� NEW COB BENCHMARK- �� / r r�
LT RT DATUR P OF ARROW BOLT
= 7 6 O/ � Q / O O
3+68.17 Q'59*94 Z7
4+43.18 0+88.36
5+18.20 --_ - 'A� NEW COBS MARK: HERE TO CORNER"" SIGN INSTALL - BENCHMARK; TOP !�
5+91.71 1+34.51NEW COB
Y` TOP OF A W BOLT=4736.70 00 £ __�-- —--� —(CITX-0ZEMAN OAII1M� — — 0 PARKING FROM AI-NETTED CURBS — — J �F A
733R61O(C NLOF
— -- —
...... - BOZEMAN DATUM)
2+36.67
2+85.29 .----= ---
_T
�1 / — — — —
3+84.99 �
4+38.53 PAINTED CURBS YELLOW 20'RT h 30' ABAND NED SS SERNC AT PROPERTY — — — — — — o Scale In Feet '^
I 00 4 INSTALL"NO PARKING F OM n- 50 0 50 Vl
HERE T�CORNER"SIGN
4++8� �+ 1� r r r r r r r r r �= 0 a' 15 0 15
O O O O j Scale In Meters
5+40.69
6+15.33 -E I I �I Cb c0 O N N �� c
STRIKETHROUGH&+96.72 (^ 1 I cJ L K m"
DENOTES SERVICE ABANDONED `✓ I (� L N— C_nl — —
AT PROPERTY LINE I _ — — — — __ _— —ZO' PUBLIC STREET AND UTILITY EASEMENT J Z;
�0 5 — — — — — E— — — _ — — —� — — — — O y3 O
Jr — — — — — — — — — — — — — — — — — ~
r 2
rt� r — 0
SANITARY SEWER SERVICES ( BANDONED) �J
w LV
zo
- o
Drawing Date: 10130108
NOTE: RD 2.0
8" SANITARY SEWER MAIN AND 4" SERVICES HAVE
BEEN INSTALLED. THE PURPOSE OF THIS DRAWING RECORD DRAWING
IS TO DISPLAY THE SERVICES WHICH HAVE BEEN 10/30/08
ABANDONED AT THE PROPERTY LINE.
OF
C U PER M. 0
fT HJALMARSSON
O — I o. 8887PE
C e rn 'PecIS 1, �2
co Q0 � — � I -u 70NgL E�
1�7 D QJ �// /
NEW COB HMARK: r m
TOP OF AR OW BOLT = 6 O N 0 N Sheet 4 of 10
ITY 0 ZEFdAN.....DATU '� D M
��
' NEW COB MARL, N I NEW COB BENCHMARK m x Co m E
— — — HERE TO CORNE SIGN INSTALL — _ TOP OF ARROW BOLT m m m R
TOP OF A W BOLT= 4736.70 0 PARKING FROM PAINTED CURBS — J B ZEMAN 8 (CRY OF > W N
-�CISX-0 ZFSIAN DAIlJf�— BOZEMAN DATUM) y
/ o ] m �
J) m `
'D In
.._� Caumi�
1
U N =
IA—
PA CURBS YELLOW 20'RT&30' `^°v
INST "NO PARKING OM
' HERE CORNER"SIGN W o a
m Scale In Feet
r r O O O < 50 O 50 e@
Jy�
O O O O O
O N N C0 s o 5
N
CD I A Scale In Meters c
>
LX)CIK - 4�\
>
^>
(�a
_ _ _ _ — 20' UBLIC REET AND UTILITY EA EMENT J m
— — Zz
II o
1y
O
QQr`�4.�J G00y.
QPa�OgO O' Qv gm,Iq o
Pap4 QOQ t�� - O O10
O�660 F°�Qr�QQ�Q°66 0y v�iypQ'QP06�1b�b��h
�,,ttSao P�;O�° ti,.to Q?�+°°•® " C A
Pyy u ^O 10' y °p
hx G FP1� tj�'+0Q-Pa•�660 bD`A�ij"o 6xa5,�0 OPO�6{J���' �•�0
���S,Cap 6° ,,� 'Z{O-{p�P°`L��� � �,�ci,�P?y'pJQ-00� •�QJ �P-1
? O O V1
(0 �O�Pa 3 P °ob Ja
6k"•Cv cis' c�'�p \a?�0 a°O0--1 O\,I �Joi
0 � �A,
Q �6ro0 P��,°ryb xry�y`?ro9�'Q
�•� ,Pao° �•h',a° y
y0 °p.�O• x�°`Lg? G� ?t�Q- 4 g0 Q,01
(0. ROSA WAY (2)
��ti^y�o� y4poa°' w O
Q` Q rox
\a9 xop�°g'�°
———— ———— ————— --—— ,—
3/4"WATER SERVICES
LT RT 12" UTILITY CULVERT AL (OTHER Ul LITIES) 1,921.. A ,�
6" UTILITY ULVERT(G S) ! 1
3+48.67 0+68.28
4+25.60 4125.68 1+24.80 4730 _
5+00.69 i 4?6.33-1+76.37
5+80.70 ^' 4+27.78 6" TILITY CUL RT(GAS)
2+79.38 12" UTI ITY CULVERT ALL(OTHER UTILITIES
3+30.91 44 296 F OF 8" CL 51 DIP �j Vl
3+33.97
4+33.97 4 L --A 15" STO M SEWER CROSSING
4+84.15 FL 88 289 LF 0 8" CL 51 D P FL=472 .63
5+37.02 WATER MA N W/POL AP
5+94.02 FL= 726.61 4726.51 18" MIN.
77 F 8" 51 DIP O
WATER AIN W/POLYWRAP
4720
FL=4723.12I 8" SE R CROSSING
FL FL=472 .41
4722:99
DATUM ELEV V 1
4715.00 a,
� .-^P^ N 1� MOD OC^^y4 O^O T(^Wy 1{^�y ^O �♦ N 1� n O o� N rr� �
6 N a < a a V 4
0+00 1+00 2+00 3+00 4+00 5+00 6+00
Drawing Date: 10/30/08
WATER MAIN PL N AND PROFILE
AB3.0 SCALE: (1"=50-0" HORIZO AL) (1"=5-0" VERTICAL) R D 3■0
RECORD DRAWING
10r30i08
#07510.2
OF Mq'yTq,�v
I HJALMARSSON
1 60' PUBLIC STREET AND LOT 7 0 PERM O
I \ UTILITY EASEMENT &-PUILIC WATER o. 8867PE
X 111,1` \` I L�SANITARY SEWER EASEMENT O 15,174 Sq Ft - RFCI siEP4��
0.3483 Acre
NEW COB BENCHMARK: AXT E R piTCrl Sheet 5 of 10
TOP OF ARROW BOLT= 4731.22 BA
X \ (CITY OF BOZEMAN DATUM) NEN COB ' NT
TOP OF ARROW BOLT= 4733.61 ME U m m
�- CITY OF BOZEMAN DATUM). Y �EB c
Ax AR W m C
/ 0 '1 EX1S11NG�1 N _ -e N
8 W -I 1 I + - -- - -�-8MV
i 1 U
06 o o � o
- - - - - - � - F - - - -� Ft 17 - OT 16B ��D - �mm
o A 6 LOT 5 I LOT 22F �� I I9,003 q Ft I -------- N
N W I I 2b'963 t 8,501 Sq Ft I �I 8,003 Sq t I I I I 15A6' m a
0:'812 re 0.1951 Acre Q- o w
\ , W LOT 2 T 1 _ I _
�� 6,7 Tsg1Ft �I I 1'703 q Ft L. __- - - cc O I g R 4
14A -{ >� ^
\ \ OT 4Q� I� I 1n
7,5 Sq Itv I I (lT (1 �Z nT T
Scale In Feet �Q'JG�p G' Scale In Feet w d
50 0 50 ��i�' p'p'� 50 0 50
15 0 15 O����?°�°p0h• 15 o 15
°+• •CZ'tJ 4. O
Scale In Meters p�ySQ�QyQO�h Scale In dfetera
•C�•�4,P4�OF�p ,y�,Py �..I
+�P��P6��6h.yh0 3 Q1
�'S 1' 1• I-�I O`' 6xry gPJ3� Qp0`O°J?F�' J9� h0 JGy o'
y 3VP 5�0 1V 00 Rh. et P Gy ^'
y h �60' gP : 4.• 5F'�° �"oryb g °x ` V
h
O 2 Q ii
yVP ��,Ory6 ��O hb J Py J ° •C°��p �� F.�PO '�° J`'� •�
00P i 'l JP O• �' JG Oryt�'C1 by GP�G. QO\G•Or .�5 e�P�O C��O 'CZ� Q�P�G5
\��`'o,� 060�� .- �•�y GQQ ryOhO h,GP�G? h5°GPG�Q�°Q o60'1 •.060h•�� 2 02?4' JF, � O 5h h0 1�•C2'O'h`l'P i�'J Q�Oy`°/ �T�
O 6 G O h• O 1, �� •� F 6 y t�, �i G P '�• �4'y15 '� ry 6�O P W
?�J`'�00 o�p°`Y e.,`P'�•ct'��� 1,� O°j� xh0jry'Cz'?P QP°�O�Ory 0 y,�P`p0 �1/PLO S�� Oxhc�'OP eTQ h " �1 JP`'O°ry�j��
0�C3 Rj?ryo e��a ^� t�G°��G yx �PGpe p0 5�oF� 0��a �Qiy by GPQ�e`� 1z,
•CZ'o•�011G• Oxh•CZ'0?p1�` �y� 4 Oy P�0 �01\G• •� hO 1. 4. h."G O� FO x J" O
�•c �pPO �" Q Q pP OP��PO h h O F- P.y 0•�. ,�4."�Q040
h G 0��. �• �i, 0 0 gP •C xa 5 J O O �a h ry. Z i 6 �'y4i P
h' . � �i Phi `�4F'� PLO 6"?�, 4��y Py� 6 O \5•Q c� ��,�0 0�, •. � S� 0 � •� Z a ,1- ,,}.. /�
Op. 55QGO? hh 0�y�.P x'Sh9 y01�,1p� G00 •cO�i- �P��
p0 �'c 2 ° h6. O h �P�Q O G� 0 Q. ,�,Z, Q �` %�• {O P
0K 'Z'O� O�� F'< Q
��?,�p•Q9 '`x y��F�'Q1 4�4P Q5 c� QO066 ` 01' 0
IQ'
�OP JF. O Ox ,lP v Q-66
�GP O ?FQ- `1Gp' h`�O GQ�P� �� Jp\'�O• ��pp?p,p`Ly\'�q' y�•Ct'�a0 �I
I Q
00', 0 5� bah GP�00�0 w
�O. ?G
Cxe Ory�O G05�
6x+�eoo ROSA WAY (3) °x�y4Q�Q ~
SHERWOOD WAY Q 4730 -- - -
____
PROPOSED GRADE 0.50% -.50% I I 6.5' C VER
0.50% NI MUM
UTILITY C_ - -- --� ULVERT GAS)
--- ___- EXISTING GRADE 12" UTILITY CULVERT�ALI.OTHER UTILTIES)
4730 _ - --� -- - - ---- i
36" x 58.5" CULVER �-
o 6" UTILITY CULVERT AS) -
V1
_- Uz 12" UTILITY CULVERT LL OTHER TILITIES) 8" EWER CROSSING • 4720 - _-
0._ o FL= 725.29 q�R rr�^ OM
4" THICK RIGID INSULATI 10 1 MIN. a MAIN ` C)
6' EACH SIDE OF q OF ULVERT 18 MIN. <
6' EACH SIDE OF(.OF ATER MAIN11 = IL 721.39 O
18" IN. a L=4721. 6
8"MIN. F=4723.07 FL=4723.5 L=4722 95 PIPE `
4720 iN
L=472 .14 FL=4721.76
LFL=4721.7 FL= 722.36
L=4720.E 8" SEWE CROSSING =4723.19 32.59 L JOF 8" CL 1 DIP J�
L=4720.E w DATUM ELEV IN W/POL AP
F
6" MIN. SEPARATION- 8" SEWER CROSSIN FL= 47 0.69 WATER
DATUM ELEy FL = 719.69 =I PHASE LIN V1
47I5.00 INSTALLED 646 LF OF 8 CL51DIP WATER AAIN W POI.YWRAP w ry < o u1 m m
O� N QI 00 n 0 N I� n n r n n ON
�r N NIA �� a; M tea; a "I -
.w� a♦ <v <� <"► e"F v� v� a♦ s� <♦ a♦ v a s < a
0+00 1+00 2+00 3+00
0+00 1+00 2+00 3+00 4 00 5+00 6+ 7+00 8+00
WATER MAIN PLAN AND PROFILE Drawling Date: 10130108
nWATER MAIN PLAN AND PROFILE A83.1 SCALE: (1"=so'-o HORIZONTAL) (1"=s'-o VERTICAL)
A83.1 SCALE: (1"=50'-6" HORIZONTAL) (1"=5'-O" VERTICAL)
RD3.1
RECORD DRAWING
;<or�oio�s
#07510.2
OT 1 LC i 1 I LOT 9
-T 7B �P�of
N 9
T 7 A PER M.
HJALMARSSON
LOT 10 No. 8867PE
I I LOT A I�3 .101 T 6BV/RFe1STCR��V=� ANAL �'
\ 1 �
owe NEW COB BENCHMARK: I '.I I I LOT 11 1T 6A Sheet 6 of PO
zoo 31' X 15' PUBLIC I I
aQ TOP OF ARROW BOLT=4739.0 1 yy
N�z WATER AND (CITY OF BOZEMAN DATUM) C� I 1 LOT 12
SANITARY SEWER -n S ' m
amo EASEMENT m n 0
00 3 73 L_ -IF In 0)uO1i n
W� � - I � m
;5Q EX 8"W
_ 6 ewo
yWU
Z3 J U o P NTED CURBS YELLOW 20' &
Scale In Feet m°
50 0 50 0 0 HERE TO CORNER" SIGN o o J o o $ : E
\A �nm ��treet
15 0 15 1 _ J m
Scale In Meters ------ ------ ----- - - L -
0 9B ------
-_- , RETENTION C L
LOT9 EX.1 2 LF(INCLUDING FETS)`OF \�� / VOLUME=18 6' W a
W 36"x 58.5"ARCH CULVERT AT �� BOP = 47 $
r - .9%SLOPE � PHASE� 1 `I TOP = 47 I�=R a
In LOT INVER' IN=4732.58
1 , W
°j Q PO
�x 0 px R' �LJI O
120.00' VC
6x �p��
x ,ti.O �,° �ry.5 o PM STA=3+14.60 �P ��QO (/�
ti`ti' PM ELEV=4737.66 ^+ O
G co ° ^� �F' ,,, A.D.--0.9023 Q
ANNIE STREET �+ o x°6�� �� K=14740
32.9984
2.0'
ROPOSED GRADE 0.
-0.80% 4 - ---`� HIGH POIN = 9_
---- - + -PM TPA01 6 -6+49.6 m
60-0+2 +
---N - U .. A.D. 1 12966 u
--------- ---- Nw a
P o
6" U11 CULVERT(GAS "' 130 00 VC �y
12" UTILITY CULVERT AL (OTHER UTILITIES M + a o�
4730C, "
C 150. O' VC 6" X 58.5" ARCH CULVERT N ^,
LOW OINT ELEV= 735.92 z I `
LOW POINT STA=1 38.36
PM STA= +68.42 O
EX. W CROSSI G� PA ELEV= 735.61 ! F=
FL=4723.i0 A.D.=2.0023 ¢I
DA aM -X. R _ _ r^
4725.00! FL=4723. O olz VJ
n 8 o a, n°Oq N E!
h M ✓�]
a
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 .�.�
I
CENTERLINE ROAD PLAN AND PROFILE �PQJS W
RD4.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 0��? O
S `Y ��? OJ5 J5 6�G rye. ��O gyp\ T�
Q�60 �0`Y1 OQ-P OPO &�`ti6'�J° ��'�0,1 ����° V 1
a �
I'^ k°n 0 QS Q\J5 ■�rA�
x��G 1;�
0 6x G
40
150.0000, VC � G x`' 4x' `y'h d y a xh
LOW POINT ELEV=4735.65 < � b• `�• 4 •� '� °�• � 0G ��l
ANNIE STREET? LOW POINT STA=1+38.36 x� �` x,6 Es` 6xa O
4740 o PVI UV=4735.3 "'
D.=2.0023 n R 0. % 0.50 -0.68 Z
Gi =74.9151 o o <
HIGH POIN
ti --� -- 'P01 ST 6 m
kIGHPM S A-6�61.60
J5 --- n K 1t75.1291
W
0' VC-
,0?
4730 ^ ^O m o N
/Op
12 .0000' VC m
PVI S A=3+1460z J/ �ryh a�� O�h P A D. V-0.902.39 m
ow
Drawing Date: 10130108
G M• I
x66�0�
U"47-10.0u
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
2 TOP OF LEFT AND RIGHT CURB PROFILE R D 4.0
RD4.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) RECORD DRAWING
10/30/08
//07510.2
jJ Og r CD
A. O O O m Of1/T
oz�vmT 'ice —I -� II mCn
m-A (x PER M. {z
" DIN
HERE TO C RNE " SIGN INSTALL M -� E
---------------------------------- ----- PI 0 PARKING ROM AINTED CURBS ____ o o =
Rim_ f___ _ __________ I
-- D gfcl StER�'
Scale /n Feet A -C- STRE Z
.. i O O�L
50 0 50
15 0 15 — \ �-�l� Sheet 7 Of 10
C
Scale In Meters '
.I - ----- --------------------�' - -j - - --- m m
- -- -
00 ti j - - -- - ---- --y----- _ m
PAIN CURBS YELLOW 20'RT&30'
INSTALL"NO PARKING OM y
HERE CORNER"SIGN r r O y x
;J O O O O O O CDm11
4q o
it
�o gar
a C
r O a
N < w W
W
W N �
s ROSA WAY (2) x5��065 s
a N n
o\
O "�
II II pl ,
PRO OSED GRAD
a 2
� 5 - � W
12" UTILITY CULVERT A (OTHER U LITIES)
6" UTILITY CULVERT(G S) '1927g, a. > `/ ���r4III
4730 �I a
6" JTILITY CULVERT(GAS)--
1 O
12" UTI1 ITY CULVER ALL (OTHER UTILITIES �1
j STORM SEWER COO _y
FL= 726.74 "�
4720
O p"
tx
DATUM ELEV
4715.00 Al
NIq L `�
p�jlfM MM M� MM
'Si 0+00 1+00 2+00 3+00 4+00 5+00 6+00
, CENTERLINE ROAD PLAN AND PROFILE Q�
Q' RD4.1 SCALE: (t"=50'-0° HORIZOMAL) (1"=5'-0' VERTICAL) ^ I
et�0\a J5
p _ O
NOTE: TOP BACK OF CURB ELEVATION IS 0.06' BELOW CENTERLINE W
FINISHED GRADE AT ALL STATIONS UNLESS NOT D OTHERWISE.
x`1ry, , �6. N QS,�6 OJy
'S1 vF' 0h a O�? p�J
oho o°1," ROSA WAY (2) �0��ti o P O
w 16 p ry0. fit" •y� 11--11
0x G� � /,�
J PROPOSED CRADE h G
j TING GR DE �
k��•00;' O��J�' .byy��616 7
1.92147
xryk � ,69
h G�
4.J p� 0
6x`tiry
4720
DATUM ELEV
4715.00 ___ _.....,._...
1�-.
N M «,mMo Drawing Date: 10130108
c
^n MM M ^raj nn n.n nN MM ^ nM n
a�
0+00 1+00 2+00 3+00 4+00 5+00 6+00
R D 4■1
RECORD DRAWING(2)TOP OF LEFT AND RIGHT CURB PROFILE
RD4.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
i0/30/08
#07510.2
1 ---_LT AND
X PU LIC WATER AND
N N INSTALLED CITY STANDARD SNIT EI�'ER EASEMENT <b PF,OF Mgyp�
oI DEAD END BARRICADE k'm� 't
COB STD DWG NO.09810-2 INSTALL 03 BOOT AND 39.5 LF o zo PER M.
60'GRAVEL HAMMERHEAD OF 8" S R-35 SS SEWER STUB 0 z ' HJALMARSSON
TURNAROUND 0.40%S OPE, INV. = 4720.65 ET @ o w No. 8867PE
NEW COB BENCHMARK: MH & IN . = 4721.80 ®EASEMENT <oo
�m ' TOP OF ARROW BOLT= 4731.22 � �01 SitP�o
I (CITY OF BOZEMAN DATUM) NEW COB ' o a m ��d4L
coo TOP OF ARROW BOLT= 4733.61
—�_ CITY OF OZEMAN DATUM), wo
NWO O
Sheet 8 of 10
8" W
I I o o o r o o W C m m 8
C �mm
AINN7TEEpp C BS 0'&30' ��14 32.31 Scale In Feet 0P IRDIT , rt� l -E
RE TO C RNER SIGN
LOT 22 N _ 01,
SG o 50 ! 1 A 6 LOT 5 A lyl zl 3 > "E
15 0 15 S � m
Scale In Meters T ' I I _
R POSED 102 F(;W/EEE \ K
36 x 58.5"AR FULV�RT \ , I n w fIfFi' L
T 2 o w
AT .89%SLOPE ii y
T L z R
IN TIN=4724.
IN 7230O , , � rn 73. °-=� �� --��---- W�a
O '`60'YryryO�GA 1�
x04?O (31
, ..OGP`',01`V561
O
, ST'PBF
,<.O?,SPC(�F,C`rr sS• 'CaGJy'SPG�'`,° Q� �y
1.�y.0ep��,? O I
� CI1
Is UN
'v6 A �a �' S hILI
q,OF�U 00 ,
0 e� `L'RO 1 '� A QI
�9 .� \060F Q10 OO�O +h0 �0xis0�00 P�\?c'S 0
Ox O toxfOOa J'.y6 0� \� OryC\�;R'^p�•Ory�"11 1A°bi1��'S O'1°j, C�1� Q'
\xR'G �yO09�0^fig .yxA'hFvOGS ^66 O �ryFp�P
�JFOP�O'\J• �GFOP�G00;P o< e'`���FS�
SHERWOOD WAY
---- 0.509" ------- EX. GR DE
0.50% I _- O �I
4730 ----y- -- _.--.._
6" UTILITY CULVERT AS) m N N
1 20 .3 LF OF 1 12" UTILITY CULVERT LL OTHER UTILITIES Nlw
60.7. LF OF 1 C-®-6:5
PVC 0 0. 0 E
8" WATER CROSSING
FL= 72285 o V1
EX. =E,'E. (,RP SSING ��+
Iz
DATUMELEV _...._ FL = 4720.E
4720.00
Nm Cd NM ^� f`M NM MM ^n M,j MM MN MN I MN M
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 W
POJ� Z9
CENTERLINE ROAD PLAN AND PRO ILE G\�� O
RD4.2 SCALE: (1"=50'-0" HORIZOMAL) (1"=5'-0" VERTICAL) ���'�ry�60 POD �
5
eFG N OJ5 POJ NOTE: TOP BACK OF CURB ELEVATION IS 0.06' BELOW CENTERLINE
09 FP F FINISHED GRADE AT ALL STA ONS UNLESS NOTED OTHERWISE. �G o,J ii ,SO`i,k,(7 CFO
'4Scon
0
0 Tw N
\6�, SHERWOOD W Y
x ,
00'FJ 6.x �. ,tih
O F. x N O
52 z -0.50%
%
-0.50 ---- 0. - o -�L O.SD
4730 __--- ---- - Iw
-- _ Q o
Ox00 1 I 2111-1�
Q-OF. ?PO '�• �J Al �v h
S,
o R ry0' , 50 �.ej ry F,`o�.y F\ e,� O�,,q
Ate? �ti0 'Lx G� 0 b1�\4F.O0 6x
4720 R A. OxOG `L0`yJ ^,10 ,?F.`k�\O GOx OG�\(v
5x GF 5x G ,y Drawing Date: 10130108
,c,x
DATUM ELEV
4715.00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 R D 4.2
2 TOP OF LEFT AND RIGHT CURB PRC FILE RECORD DRAWWG
RD4.2 SCALE: (1"=50'-0' HORIZONTAL) (1"=5'-0" VERTICAL)
10/30/08
#07510.2
I
�PF,OF �VT,q�v
R = 15' 0 PER M.
Ba [ HJALMARSSON
o. 8867PE
EASEMENT LOCAL STREETS EASEMENT cVaB e-'Qa °
LINE LINE Ir A�.
.va RF¢ISTER�o
30' 30, B 4 1•DYP) /O L
5' 7.5' 16.5' 16.5 7.5 S' 1� oowEL 20 No.S <� �'°'•' C EmAIKpN
Ap 1/4"/F'f 37"SLOPE 3%SLOPE 1/4"/FT GR RE okysauR 1
s Sheet 9 of 10
AR16 SIDEWALK SIDEWALK ....;. . .�uA1c �' ` •' "' . •'
3'ASPHALT CONCRETE A ••;;; ;r-; ,:.° A•._ - ,_ c m o
NEW CURB AND GUTTER SURFACE COURSE 3"OF 1 1/2"MINUS ';X 5' I:n
...!sIOEwNIQ l:m M�nx�. s•SIDEwNx OrP.) W m ar
GRAVEL BASE COURSE L'ANAING. '•,1 C m
6"OF 1 1/2"MINUS UNDER CURB AND GUTTER °• - c
GRAVEL BASE COURSE E n w
15"OF 6"MINUS PIT RUN SUB-BASE COURSE SCAM c L
TENSAR GEOGRID 1100 OR 1300 IN s•� )
ACCORDANCE WITH MANUFACTURER'S 4'
RECOMMENDATIONS oWa 5 1/2'BLVD.(m.)
COMPACTED SUBGRADE B' C' 8 ` W o °
NOTES`. 2" 24
1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1. 6 rNICx
2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11. rANr.REIE suRFACE _ L ' m
3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. TOPSOI a Flmw Ime L m^c
(TOPSOILING&SEEDING ON CUT&FILL AREAS ON 4 (TYP,) .z 4^R 4 5 WN TO BE CONS(RUCIED WITH DEIECTABIE
L 01 PROPERTY SIDE OF SIDEWALK) G aye so 1,sLOFE WNRIING SURFACES COMPLYING YIIIH ADMG C m
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE �� ME THE FN11RE WIOTH or 1NE RNIPS,
/ ONE CORNER OF ME OETECfA6LE WPRNING MUar BE WITHIN 8'OF 0 W mD R
CONDITIONS AS REQUIRED BY ENGINEER. Mu N Ra UNE NO OTHER polar ON THE IF.1gNG EODE MAr
12" \ °.P -4 J ,d. BE NORE-d•FROM THE FLOW UNE
5. TENSAR GEOGRID 1100 OR 1300 WALL BE USED DEPENDING ON SITE .. ROxroRCE coacaETE IN RAMPa wnH arOPLI DRAIN INLEr
CONDITIONS AS REQUIRED BY ENGINEER. °.� 6 FlBDiMESH"AT A PATE IF 1 1/2 IM./C.Y. (1YPICAL LOGnON)
\/\ 2. 7 5^ OR wm1 6.6.10 GAUGE WIRE MESH 6
_ 9" a:Ad. ,8• it o
\/\ da'4, TOP OF CURB ?ff
° <°•0 O O O TFNN6RION TO NO-SIDDINNY
ELEVAnON. DISTANCE VORIEs.
0 0 0C)°o°o°o0 0 0 000000000000 sIpEwPLK
TYPICAL STREET SECTION CBRU13HEDGRMVEL O�O�O�O�ODO�O�O�O� �O�O�O�O�O�O 5'sIDEWALK S.s NO LIP 5S
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LANDING / DNE SECTION B-B
VARIES
Imo-9S'�C.NCRETEI
yFx. NO BCME
RD5.0 SCALE: NTS
SUB-BASE COURSE NO UP
AS REQUIRED 6 .) \
COMPAC D SUBGRADE
EASEMENT �� RAMP SECTION A-A
EASEMENT ANNIE STREET LINE 1. Subgrode or base course compaction shall conform to section 0223 (M.P.W.Specs..1996 ad.) inimum
LINE I mimum depth of 3 4 nand m width of 1 . Fp BG1LE
2. Contraction joints shall be placed at lo'intervene and shall havo a p /' SECTION C-C E'I
3. 8Xr azpanaion joint terial hall ba placed t II P.C...P.T.a, returns and at not mom than 300'Intervals.
The �\
37' 37 Pon... motenol shall...tend through the full depth of the urb a d gutter. �-
5' 7.5' 23.5' 23.5 7.5' S' 1 4. No curb and gutter shall be placed without a final form inspection th..City Engineer or his representative. NO SCALE 'p
1. 5. Concrete ahall be Class M-4000. CONSTRUCRON NOTES: max. l <v
�rr E 6. Crushed gravel base shall meet the requirements of Section 02235 PW SPECS.2006 ad.) For curb and 1 standard pplies to new constructbn, lfh curb R=15',and min.5.5'Coulevarda.
Ap 1/a"y11 3R SLDPE 3%SLOPE 1/4"/FT GN Rt�S gutter replacement projects,washed rock may be used for the grov base. 2. Romp warn ni an be pourod lilhiu Ily. approve ( F
3. storm and
i lets hall be redcon rutted'patream'of ramps. Ntematve locations permitted only upon City Engineers I.
VAR/ES SIDEWALK SIDEWALK 4 CONCRETE CURB AND GUTTER DETAIL 4. Ramp lk shall b;5'ail notm.
5. sidawoa dress-elopes snail not exceed 2%.
3"BITUMINOUS ASPHALT 6 PEDESTRIAN RAMP
SURFACE COURSE 3"OF 1 1/2"MINUS RD5.0 SCALE: NTS 0.8. STD. DWG.N0. 02528-1
VISED MAR. 2006
GRAVEL BASE COURSE (
_C]r�
6"OF 1 1/2"MINUS UNDER CURB AND GUTTER RD5.0 SCALE: NTS C.O.B.STD.DWG.No.02529-8 REVISED APRIL 2006)
CRUSHED GRAVEL BASE y
COURSE OVER 15"OF
0 6"MINUS PIT RUN
< COMPACTED SUBGRADE
U
Frame and cover to be either D&L A-1172 ring with
- z NOTES: A-1178 cover or EJIW 3771/3772 series, or approve
1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 r7N.e�l!%P$
s shall have two 1" pick holes. rTl
RESIDENTIAL DRIVEWAY APPROACH. L w
2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11. rA
3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. s.
(TOPSOILING&SEEDING ON CUT&FlLL AREAS ON Adjustable rings, TE:All joints between manhole sections, manhole ring
PROPERTY SIDE OF SIDEWALK) 24 2' min., 12" max. section, and around sewer pipe into manhole shall be
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE g„ tertight.Jointing material shall be"Ram-Nell or equal
CONDITIONS AS REQUIRED BY ENGINEER. r all joints except between sewer pipe and manhole wall.
5. TENSAR GEOGRID 1100 OR 1300 WILL BE USED DEPENDING ON SITE 2 w
CONDITIONS AS REQUIRED BY ENGINEER. d
4•. T -;n 3• 5» 5".:'.1 4 R 7 4ANNIE STREET SECTION ` andePrecast reinforced concrete manhole riser
and eccentric cone top manufactured in
2 13" �/ accordance with ASTM designation C-478.
\\ 4 • A."' ,�..' :, O
RD5.0 NTS Il-� �/\ '• 4-
SCALE: b„ f�
1 9" \/ • •!;a: • •'•\\\ w •• °• A Grout tto`pringlinerofpe f a betw
O pipe and channel is EE O O 0
CRUSH D O O O greater than 1/6'. rn 0.BASE-3' MIGRAVN.L 0 O 0 O O O O O -`
O O O O O O O O O O O O O
Pro-cast channel
fb Ins A
20' EASEMENT I (^,
SUB-BASE COURSE
PC INVERTED CROWN AS REQUIRED
9' 9' \i��/i�/i\%T/i� i/T,/i/i% variable a'-o
I
COMP CTED SUBGRADE x a Shelf-slcpe 1"per fo r/►
1101� E$w toward hannel.see V1
2�SLOPE 2%SLOPE 1. Subgmde or base course compaction shall conform to section 02 30(M.P.W.SPece..1996 ad.) �- channel dotal. W
E OADE 2. Contraction joints anon be placed at 10'intervals and anon nave m nimum depth of 3/4'and minimum width or 1/6. iv`o Flexible gasket joint (typical N
t vterial hall be 1 ed at all P.C.e,P.T.su urb returns and at not mom than 300'intervals. The for precast bases - see detail)
GRA ARIES 3. e%r e.parm.t join Pac
VAR1 pension tenet shall...tend through the full Depth of the c and gutter. O
4. No curb and gutter shall be placed without a final farm mspacao by the City Engineer or his representative. A
3" BITUMINOUS PAVEMENT 6. Cm,heee shall be Class M-mast. MPW SPECS,2003 d. For curb and 6. g,tahed grovel boas shell meet the roquire,b of Section 022 ( e ) Channel = die. of pipe
3" OF 1 1/2" MINUS BASE COURSE getter replacement projects,washed rock may be used for the g vet base. O
9" OF 6" MINUS SUB-BASE COURSE - -•
COMPACTED SUBGRADE SPILL CURB AND TER DETAIL P Precast or poured-in-place base.
ND G 5 I (j4 bars - 1'-0" c-c oured in-place base, minimum
RD5.0 SCALE: NTS REVISED MAR. 2006 concrete thickness below pipe is
3 ALLEY CROSS SECTION 5'-4" die. t inches. Precast base, minimum
(min.) thickness is 6 inches.All bases
RD5.0 SCALE: NTS reinforced as shown. f/►
Rmin manhole
J V�
holele
Slop,at,'per foe
Channel to full
ipe depth
NOTE: Storm drain manholes shall
not have formed channels and the
Dia.of lowest pipe invert shall be 9" higher
sewer than bottom of manhole.
pipe
Drawing Date: 1013
SECTION A-A
RD5.0 SANITARY SEWER &S�TORMD REVISED D
06 DRAIN2720-3, RD&
RECORD DRAWING
wr.�oroa3
#07510.2