HomeMy WebLinkAboutPartridge Downs Subdivision & Record Dwgs & Lightiing Plans Of
LEGEND peCgNgO
MARK A.
EXISTING SPOT ELEVATION CHANDLER
x(100.00) PROPOSED SPOT ELEVATION I No. 9518ES
IfI III I II I I olF' /NEERP����oEEI EXISTING POWER X yeL❑ EXISTING TELEPHONE BOX
EXISTING ELECTRIC BOX cfC HEO .
® EXISTING SANITARY SEWER MANHOLE Sheet 1 of 8
EXISTING SANITARY SEWER CLEANOUT TLLLllll• �_
EXISTING FIRE HYDRANT j _ LOT 5 E
�a EXISTING WATER VALVE k MEAGHER PLACE I m01
® EXISTING CURB STOP ®� III. F \ CONDOMINIUM I I m m
PROPOSED POWER POLE TRACT 28 30•Pu6uC ACCESS AND uB E i
®® EASEMENT PER DOC NO 226 991
EXISTING LIGHT POLE F� COS No. 501 so 30 I U] $"LL
GROUNDWATER MONITORING WELL LOCATION / COTTAGE PARK LANE CONDO 30'PUBLIC ACCESS AND 28458 +03
CP#1 EASEMENT PER DOC NO 2284583 F '
TRACT 3 C E
LOT 4 5 8" G S'L [S89.45.19'E] EXISTING FIRE HYDRANT I N o` S
PROPOSED SANITARY SEWER MANHOLE � T ELLIOTT CP io LEANING S'LY COS Film 13, p. 10 wN a,
384.88 O90.14'41' O1
gT ¢ YP ANDERSON, EMIL 0 E a
® FAMILY TRUST _ "_
O°0 PROPOSED SANITARY SEWER CLEANOUT DU STEM I 2380318 r I / _ \ I 0 o a=
PROPOSED WATER VALVE Pod cr L[1 93.53 51.26•01'E(R) 03
93.53 178'12'14' M E
® PROPOSED CURB STOP r-� -� (� osi sF LOT 12 LO- _ T 14 O a
w PROPOSED WATER WELL CL7 F I G Q YDRANr AaRow BOLT - I I [51'47.46'E] W
_ 5,203 2 5,266 I�56 SF
DRAINAGE DIRECTION �� - - LEVATION=4778.3T
O LOT 3
TRAFFIC FLOW _ m ! [ I �� ELLIOTT 1I I 30.00 S89'38'43'E(R) F
_ FAMILY TRUST sr 30.00 089159'5Y (M)
PROPERTY BOUNDARY LINE I _ -- 2433797 m - -- - [N89'S9.5YE]
- - -SURROUNDING PROPERTY LINE - + �I
�I _ _ IRON PIPE
SETBACK LINE _� it i Iq - �- � LOT 10
- - -EASEMENT LINE i I� -I a ,-/ s,4o2 `•s o
x x EXISTING FENCE �tI I LCrCJJ71 1-H� bhEYI LOT 2 10 "ss s s••ss •ss
OHE EXISTING OVERHEAD ELECTRIC LINE SPRINGDALE Z
3•
ucE CONDOMINIUM EXISTING UNDERGROUND ELECTRIC LINE , VICINITY MAP
c EXISTING GAS LINE C1.0 SCALE:NITS (� LOT 9 /
oHrlT EXISTING OVERHEAD PHONE LINE
JGT EXISTING UNDERGROUND PHONE LINE 4- s.1 zz sF
3 LOT 8 (n
Y I 6,335
w PROPOSED WATER MAIN I Q I 0 W
- 4-SS -PROPOSED 4" SANITARY SEWER SERVICE LOT 1 Q
a•ss PROPOSED 8" SANITARY SEWER MAIN I SPRINGFIELD 3 W
CONDOMINIUM 1 I OT 8
- PROPOSED STORMWATER SWALE L- _ _ - - - a i SF O
sT PROPOSED STORM SEWER LOT 10 3 U
UGE PROPOSED UNDERGROUND ELECTRIC LINE DRAWING LIST mod s.3o3
C1.0 COVER SHEET �$ P;-b
JGT PROPOSED UNDERGROUND PHONE LINE C2.1 SANITARY SEWER PLAN AND PROFILE (HANSON/ROSE) LOT 4 pg mb 3
RETENTION POND CONTOUR HARTMAN, BE REMovED BY
PROPOSED SWALE OTH RS
/ C2.2 SANITARY SEWER PLAN AND PROFILE (SHERIDAN) 2383770
PROPOSED CURB AND GUTTER C3.1 WATER PLAN AND PROFILE (SHERIDAN/ROSE) -
sve,
C3.2 WATER PLAN AND PROFILE (HANSON) {
C4.1 ROAD PLAN AND PROFILE (DURSTON/SHERIDAN) m GASTON 7YI
�
C4.2 ROAD PLAN AND PROFILE (ROSE/HANSON) w
C5.0 STORM SEWER PLAN AND PROFILE & STREET DETAILS LOT 3
L-I GREGOIRE, m CP 50 ? O
> BERNARD R I HYDRANT ARROW BOLT" NAIL
H & ANN K (n ELEVATION=4782.13'. 41
3
2312292
TOP 0 MAGNAIL 3+Q m a N
BENCHMARK Q o o m ELEv IGN=4n6.n
1 W (N D88)
TOP OF MAGNAIL CP #50, NEAR CENTER OF SITE �z Q �w�
ELEVATION 4778.77 FEET w lf.�/ o PHASE tB: TRACT A
(NAVD88) (NGS OPUS SOLUTION) Q V LOT 2 (n - BLO K 2,LOTS COS Film 10, P.134 w
KRAFT, J CHARLES LU �o� 1-3, 14-16 KREITZBERG, SUSAN C
LEGAL DESCRIPTION & PATRICIA A N
2397538 c 6 a .� I PUBLIC ACCESS
TRACT 2A R I CERTIFICATE OF SURVEY 88 50O TOGETHER WITH THE STRIP OF vPC �� - AND UTILITY
LAND DESCRIBED IN DOCUMENT N0. R, GALL, IN FILE AND O RECORD IN THE 301GO- EASEMENT PER
OFFICE OF THE CLERK AND RECORDER, GALLATIN COUNTY, MONTANA, AND LOCATED 0 LC i `- Vl
IN THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 2 SOUTH , RANGE 5 EAST s,o3s sF +Q DOC. NO.
OF P.M.M., GALLATIN COUNTY, MONTANA 60 LOT I Q 2266999
SAPPHIRE ESTATES
CONDOMINIUM 10 I I� O
SPECIFICATIONS - L 1 ^\
E STING BUILDING TO
ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED L T 2 34, 7 s g REMOVED BY OTHERS
BY REFERENCE: 5,0 F RE H 1 B) P IOR TO FILING OF
1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010) P ASE I FINAL PLAT
2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO. 1 (AUG 2013) \ '3 3 - Scale In Feet
50 0 50
GENERAL NOTES LOT 1A
WOLD, RANDY CI�gI2 [i
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS SIXTH EDITION, APRIL 2284513 01T 1 3 I HYDRAELEVATNT
ARROW
BOLT
15 Scale In Meters 15 / L�
2010 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION, MARCH 2O11. II DI 3 Contour Intervals: > Foot W OO
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE
WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN - �7)
ENGINEERING DEPARTMENT. R
GASTO -
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE CP
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR v - - - _ ALUMINUM 3 CAP
ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE ss «- - �P� 5E CORNER OF 5EC. 3�.
S5, SS
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE '288' S2' - �
ENGINEER. w w w w ASS OWN ON OS S 1 1 w - (NOR w ,n [eB9's9,sz�•w]
7T (MINOR ARTERIAL)
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING < sr sT sr sT sr N a
OF CONSTRUCTION. CP#5 y-L�EXISTING FIRE HYDRANT S.LINE OF SE 1f,SEC 3
SG YPC
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, THE CITY OF BOZEMAN ENGINEERING DEPARTMENT, 6
AND THE CITY OF BOZEMAN WATER AND SEWER DIVISION AT LEAST 24 HOURS PRIOR TO IIDGERR EE S STATES PH 1 CASCADE UB IVISI�N PHASE 1 CASCADE (SUBDIVISION PHASE G
gggg
BEGINNING CONSTRUCTION. T 1 LOT 16 LOT 23 Ow LOT 45 LOT 58 LOT 84 LOT 110
Ld W BLOCK 36 KEYSER, JASON � BERGER, JENNIFER A JACKSON, CAROL B WILLARD, ALICIA C GIANNETTI, JOSEPH W
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. •K 28 � Z 2298384 2479028
ARBY S w MILODRAGOVICH, 22611162 > & BE27J19M01N W 2462996
9543 > MARK & ANN
7. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. Q 286179 Issue Date:0611912015
B. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE
"GEOTECHNICAL INVESTIGATION REPORT" PREPARED BY C&H ENGINEERING, DATED MARCH 2O12. -
9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA
REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS \
EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER.
10. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL - - --I - -- C100
SERVCE LINE LOCATIONS APPLICATION FOR SERVICE.RE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF 2 OVERALL PLAN
Q,.O SCALE:1"=50' AS-BUILT: 06/18/2015 #13798
o MARK A.
CHANDLER
LOT 5 I % No. 9518ES
0
,GHER PLACE y"9l Rpc151F-R``\P'O
_ >�, )NDOMINIUM F'1'G/Ny PN�
yy-(( z O 30'PUBLIC ACCESS AND Un ITY
W Z M TRACT 2B EASEMENT PER DOC NO 226t 991 y�
o COS No. 501 30 30 I S/Nfet 2 of 8
FTl yI ""' i, 30'PUBLIC ACCESS AND UnUTY
N L T 4 - OT 5 5,203 u� CP t1 COTTAGE PARK LANE CONDO CEMENT PER DOC NO 2284583 +03
o C) v X 5,24 SF - _ -,F LOT 6 n 5/8• REBAR __ TRACT
W Z A D ---- - 5,284 SF LOT 4 CP 10 LEANING S'LY 584 �Q1. + I COS Film 12
C m o
mn� 3 NILY ELLIOTTT UST ANDERSON, C
2380318 r I ��r- 11 I N m
D - _ -t I� LOT 13 i I 93.53 S1'26'01"E R 1p r
5,266 SF zm w W I () E_.
N yo r^ OS A [ ] 14 () o W
yr --I` v/ / 474 m,
�n m •` 061 SF LZ _ u-�
_ 93.53 178'12' M
G m me Q I L 0+13.06 F,SF
51' 6"E
\ A z m 55.99'L C E
z0 LOT LN ,__ LOT 10 ma s +71.59 +30.09 1+99. f 30.00 089'S9'SY M) 01
cn L,0245 SF 0m An ELLIOTT T a I r ) 38.00'L 38.00'L 38.0 L I I 30.00 589'38'43"E(j ` wN`m
ro 5,2s sF 5, SF za NILY TRUST ( ) ( ) ( ) C a v
Oz +05.84 .303 SF 6,334 SF o c O y 2433797 m (0+5 - - [N89'S9'S2"E] � ,_c
co' 1+63. c LOT ro `fO�'
o F L .00'L) 0 vs 38.0.90 2+ .93 �'95.99 4+54.02 6,156 { za ___ _ _ __ #2 C w m
4 23.3'L
N D m" 38.0'L) 38.00'L) 5+23.5 ro _ " O.D.IRON PIPE
v 8.00'L) 38.00 L - - m c LOT 1 0 * p1 `
O D ( )--- (38.0 L) i w Nc S,a02 / w 0 SSMH 1 STA 2+51.74 6.50'R W a
r m - - - RIM:4779.06
m M �7 LOT 2 Z FL IN(W):4768.46
'RINGDALE 3 SSMH 4 STA 0+05.39 'R FL IN(E):4768.46 W
w w w _ 1 VDOMINIU OU O 76826
-
� M M
i a e
:s ,p''SS o M 8 +g3S SS S5 - FL/1N S:4-T7 -
u I • 'If-'p[aQf 69-81
IA F 3 3 0 - - - - - '-- M'SS a..� � FL T N:4
LOT
O SS SSMH 3 STA 0+83.41 5.50'R 595.29 181'49'43' M - `' S�122 9F LOT 8 L 9
�I�_ RIM:4785.32 () Y 6,335 SF 6,3 4 SF
[sI Ij i. 93.53 S7"28'01'E R
() N O D 594.09 S2Ue�4 ] SSMH 1 STA 5+63.03 7.57'R () d 0
D FL OUT N:4776.861
o-C p ro O z c 50 35 •�) RIM:a779.06 0 93.53 17$12.14
z O O O N O al SSMH 2 STA 3+ FL IN(W):4768.46 F, r�cc v�7 40] EX SSMH STA 7+00.32 5.87'R LOT 1 O Y+ I 3 a
45 30 p:• m RIM:4761.96 30.00 589'Je')FSE pcT RIM:4777.40
1 D C p FL IN S:4772.31 FL IN (S):4768.46 - 30,00 089'S9'SY M RINGFIELD F+1
�p Z rn () FL IN E 4768.46 o N () FL IN(S):4767.70
O Z �pOz D FL OUT(N):4772.11 ()' z [N89'59'5ZE] 1DOMINIUM LOT 8
Z z FL OUT(N):4768.26 - FL OUT(1 - - 5,036 SF F•6I O
m N m 0 _ OT 7 LOT 10 3
/D A D N y ' 5,304 SF 5,303 S �yJ 0. 7
z 1T1 f'I 03 D A'1� 8L LOT 7 I I 1V C/1 P„I
1� �3 A LOT 4 g _ro� F 3
N 2 O D RTMAN .IF) _ I ✓�
NOTE: MILL EXISTING HANSON PAVEMENT FROM STA
0+17 TO 6+90 PRIOR TO INSTALLATION OF UTILITIES. Scale In Feet Scale In Feet
REUSE MILLINGS AS ROAD SUBBASE MATERIAL. 50 0 50 50 0 50
ryF/
15 0 15 4 15 0 15
Scale In Meters Scale In Meters
Contour Intervals: 1 Foot Contour Intervals: f Foot
480 800
INSTALL a SANITARY SEWER SERVICES
PER COB STID DWG NO.027 -2
479 795 O V
.o ep 479 4790
A6 INSTALL 4" SANITARY SEWER SERVICES
`L k1 PER COBS DWG NO.027 0-2 '1k
479 01 '�� 5 79G C'o6 kA660k6a ( 7 w
ti•.''k'�ryAA o"' 478 0"�. Li�k11��;'^k�`OpA60� 4785
ge 0t,
478 ^91y^k��ryb P^p Ap p 785
478 �,p 4780 Vl
478 780 __ -----_
E ISRNG 8" DIP V ATER MAIN
477
--� IX. DIP WATER 4775
MAIN CR SSING S
15" STORM SEWER PROPOSED 8" �1
18" MIN DIP WATER MAIN !3' MIN STALL 8" CAP D
477 1 775 ARKER POST P COB
DWG N0.02730 2ILE
477 1 - 4770
of a" PVC o a
477 770 20' of 8" PVC O 0.55% �•I•�
f 476 765 O
O
f N O C N W M ifl N
CONNECT TO XIST w w �o `r°n n ro m
9• SEWER STUB
476 765 w a a a a
�>
N N N ni o 0 0 0 °'rn rn ro ro -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
ro ro ro ro ro CO
ro ro ro ro ro r` r`
a
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 ROSE STREET SANITARY SEWER
HANSON STREET SANITARY SEWER Issue Date:0611912015
SANITARY SEWER PLAN AND PROFILE �2 SANITARY SEWER PLAN AND PROFILE C11
C2.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C2.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL
AS-BUILT: 06/18/2015 #13798 11
o MARK A.
CHANDLER
No. 951180
oy9� R"I STER��p2�
�DOwoe V� Dm �� �� �� d4'GfPN�S.
z °' Frame and cover to be either D&L A-1172 ring with A-1178 cover,
DIAMO ESTAT S SUB OAK SPRINGS SUB PHASE 1 r EJIW 377,E 3772 series,or approved equal. Sheet 4 O 8
0 +r Covers shall have two 1• pick holes. ,f
j aroi m zx [N1'09'56"E] L <� L
890.18 001'09'58' -i-r -
F ro s X� o E
o a N ------ - -687.69 N1'28'0'€' .2 NOTE:All joints between manhole sections, manhole ring& C m m a
z (Rj- Adjustable rings, ;,
m -- 690.16 001'1034' (M) N Y min., 1Y max. top eect'on,and around sewer pipe into manhole shall be C I°o m v
Iv N D - O [N7'10'34 E] I f 1 01 o watertight.Jointing material shall be'Ram-NeK or equal In
N 1n z '*. for all joints except between sewer pipe and manhole wall.
a�A 2 Nxl � Y':..
_ � LO 2 LOT 3 �4 LUTE 6 _ - LOT 10 S A q: E i
a� 5,036 SF 5,0 6 SF 5 SF 5,035 SF 402 SF N m�'N 4 SF 5,0 6 SF 5,036 S b LOT 9 ,061 SF _5 LL
6,036 5 5,122 SF
2 m _
0 O 5 c
IoF02.69 1+55.70 2+8.71 2+61.72 3+14.74 5+28.73/ 4'-0" o
Z m Z 1 �1 ) ) 3A67.75 4+20.76 4 3.77 Precast reinforced concrete manhole riser (0 0 a
1 (+ 8.00'L) 38.00'L) 38. L 40.6 and eccentric cone top manufactured in p7 wN a
OQ') 38.00'L 38.00'L 8.00'L) 38.00'L) 8.00'L) ( ) +64.17 5.50'R
O i -
N
C g4 16' centers
steps at �.+ accordance with ASTM designation C-478. E p w
~ N 1 F ((N):47.81 16" centers ❑ N o m
W 1 I W W W W _ LOT 0 C
SS SS 1 1 I a"� - ♦r 3 _ W-$ W w I 5,584 .'. Grout invert to springline 21 O a
OG ; 1 I 8 �• ,� '.' >' of pipe if gap batweee W 333
'^ fn pipe and channel
greater than 1/8'.
a >
- M1j w WWW
-�p,/�,� b, D Z D Prw-w V W
m Z SS 8 STA 0+98.69 5.50'R SSMH SSA 3+ .83. a a o o ate' F
A RIM'47 () RIM:47(8j65 m m o t••••;•',+ e
FL OUT N:4775.16 FL IN S:4771.9 _ Z N g c '..i;,';1.:yi:'�••' ���jjj
FL OUT(N):477 49 u� m f Variable r •.S'
ro - v X sLza sF LOT 5 LOT 6 GT. c� A'i^ 4'-0' `. •..•:.v.h:
s ss sF s,264 sF so4 LOT 8 0 is (m'ri.
f.+Z A/D/� -� 6,335�:h Z "@$ Shelf-slope 1•per to •'.
Z U'VJ N i E o, toward hannel.See '
- m ; u hh channel detail. f. Flexible asketed joint t cal h�I
D o 9 1 eBYPi rT,
AZ m r D�O G o - ' +t: for precast bases-s detail) W
iALOT �1
Nfmw
Channel = die. of pipe
M m ❑ A' �/
A W
-y 0 I� LOT 13 LOT �,Tiu
�� o Precast in lace b n-place base.
P
ro rn r ,245 SF 5,28 SF LOT 10 -r 3 z y o [j4 bars 1'-0' c-o Poured-in-place base,minimum h�4
D O .r - .303 5I -' SF - �I I _ I� ". 04 ..ru concrete thickness below pipe is
5'-4r dia. 8 inches. Precast base, minimum �•'I
NOTE: CUT PAVEMENT AS REQUIRED TO INSTALL SEWER (min.) thicthickness is 6 inches.All bases
MAIN, SEWER SERVICES, AND WATER SERVICES. Scale In Feet forced as shown.
50 0 50
y Radii of
5 0 15 4 man hale
Scale In Meters cna nelttl•fcet rao •'
Contour Internals: 1 Foot ipe depth
NOTE:Storm drain manholes shall
not have formed channels and the
Dia.of lowest pipe invert shall be I' higher
e Pwps :y.."•.;:}.;;f i�.;•; than bottom of manhole.
479 795 SECTION A-A z
CITY OF BOZEMAN SCALE: SANITARY SEWER AND O V
06 N0. 02720-3
o' STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003
479 , 790 Rev. Mar 2006
NOTE: SANITARY SEWER MANHOLES TO BE CONSTRUCTRUCTED PER COB STANDARD DRAWING NO. 02720-3
Q-� yP.yx,69 ka'
y yy 11 ^478 ,^�a `y 785
478 780 Ln /1
477 - 775 S
PRV STATION f �1
4
210' 0.80%
477 ROPOSED 8' D WATER MN - 1 770 W
EXISTING 8• SANITARY SEWER MAIN O
476 765 O
O n N O a N Ln 0
W W M O N rn N r O r c0 r0 of I,.. 'n O N
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
a
SHERIDAN AVENUE SANITARY SEWER
Issue Date:0611912015
SANITARY SEWER PLAN AND PROFILE
C2.2 SCALE: f=50' HORIZONTAL, 1-=5'VERTICAL C2n2
AS-BUILT: 06/18/2015 #13798
o MARK A.
CHANDLER
_ No. 9518ES
oy9lF c I STF.RO�p'O
�•, �vA I I I E:
z� < ➢urmi
DIAMO ESTAT S SUB9 OAK SPRINGS SUB PHASE 1 ar°R P
� LACE I I Sheet 4 0 8
Qm� � m [N1'09'S8"EJ56' L <� VDOMINIUM
890.18 001'09' - - - - -i-,' - 30'PUBLIC ACCESS AND UTI Itt
HY o TRACT 2B EASEMENT PER DOC NO 226t 991 U m E
9 E _
2 7 0 ^-� - x(�- _ - COS No. 501 30 '30 mm R
m D GL 47 998 00.16 001*10 (M) COTTAGE PAPK LANE CONDO 30'PUBLIC ACCESS AND UTILIN I 07 N m a
to BURY DEPTH 70 / � CP 1 EASEMENT PER DOC NO 2284583 C r m
ro to r D O- [N1'10'34 EJ I f 1 °1
N m p m STALL t4.OF DIP- / LOT 4 5/8" REBAR [S89'45'19"E] EXISTING FIRE HYDRANT I TRACT n`m
A 2 HYDRANT LEAD PIPE -
ro LO 1 LO 2 _- •'I LOT g LOT 10 ,061 SF _ -LLIOTT Yp 384.86 09014'41' ANDERSON, E
4)A CP 10 LEANING S'LY E COS Film 13, 69
40 SF
p 7, 4 IF 5,0 6 SF 5+8.15 STA +33.0 (24.17 m ii
ro u S,os6 s� 5,1z2 SF -I ILY TRUST
Ti
p D y O ice, i (56.5'L) sN I e +69.¢ :380� T I \��� )\ MA 776. 624 BU D TH- 93.53 S1'26'01"E(R) C N a
z ♦� Z iM �m0+82.9 1+4.36 1+9Z3? 2+50.3 !3+03.40 3+56�41 4+09.42 4+62.43 5+16.02 �� [,[� INST 19 OF 6" DIP N o`m im 1+(37.60 ( .00'L) (38.00'Lr� 38.00'L
+ i1+ I ( ) (38.0011) (38.0'L) (38.00'L) (38.00'L) (38 y0 -� OS A PIPE 93.53 178'12'14 (M)
N o i -.00'L J o61 SF OT 12HYD NT P 14 [ 47 ] 01 m
r - Q -0+09.91 3 SF 5 6 7 6,156 SF
+10.6 5. D LOT 3 Z (56.64'L) a, E ,
ro I 31'
W 15.7E YN i W LLIOTT r 3�00'L) (38:00'L 13800E 30.00 S89'38'43"E((R) C
W W `� I S I 30.00 OB9'S9'SY M
' ''sa'0_- ss >x J ' _ A 0 - - +- W-�' W ILY TRUST ( ) ( ) 01 0
r SS 6" Q- - STA +7 0 1 [N89'59'5YE o=
O� B .. i 1 e�, s��- C 6"s ,.5 e,.5 s'•s 6° 6••S5 •ss 5.5, E 433797 '�'^^ sTA-0 0 �, #2 1 W a
7 Op A - _VJ LOT 1 0 a L G O.D.IRON PIPE
4 5
',m +8 95 1+5 09 m z n 5,402 a--S - W - 0
.11 3+2.1 3+6.14 +4.15 5+0.6@ F o o
o..
m N+ �... - ) (38'00'R) �L�T
0'R) (38.00'R) (38.00'R) ( .00'R a +33.1 m O N DOMNU \ ; H O
m Z 38.00'R b, 2 8'SS 55
LOT 2
EXISTIf FIRE ) (38.00'R�� C m
HMDRA Z
OT 5 M
0 2 v fix- sF 5 65 SF LOT 6 OT OT a p
m 5,284 SF 5,304 S p A I v�i �shm i.+ - - -
D/� I TI 6,335 SF z L'L^ ^�I _
VJ n, O p IT R
VJ LOT 9- m u .I - 5T22 SF
�Z>_
m
m f Q O
O
o OT 1
�� z A LEI �r
\,z6e SF
DO
\ EXISTING �� INGFIELD O
w
_ ---- PEDESTAL T@ A� m JOMINIUM LOT
8
m _ RELOCATED �„ m8 5.036 IF
_
�- LOT 13 iSdn O
n r m .245 SF LOT _ �,(mQ
��n .... v -:.:.� _ '.:.I � 6.334 SF -I I \ 04 �m O� f vi
� N
Scale In Feet Scale In Feetj
50 0 50 50 0 50
p-mommommommili
15 0 15 4 15 0 15
Scale In Meters Scale In Meters
Contour Intervals: 1 Foot Contour Intervals: 1 Foot
479 795 O
INSTALL SWLF OF 8'CLASS
51 DIP WAi MAIN
115E JOIN R NT AT ALL �J ~) V
REDUCERS, BENDS AN
VALVES AS PECIFIED h
479 �a 790 479 51 INSTALL
IP WATER MAIN g C 4790
INSTALL 1' ERVICES PER � O ryl
STD DWG NO.02660-6 y�h� USE JOINT RESTRAIN AT ALL
�4,
��,Il9y REDUCERS,TEES,BENDS AN �v
0 VALVES/S SPECIFIED
478STALL 2 4785
478 Ly P �.�<Y SR)DWG• 02660-SERVICES 61R B t�eP�O
785 00 V.
---------------------------- e~
- 4780 0 ^`2� �� 4780
478 � Z--4780
CON'TRACTO
STA 0+55. 6.5'MIN P
R TO VERIFY TOP=4776.
ISi1NG WATER MAIN STA +74.9DEPTH AND LOCATION OF )
TOP 4775.4 � 4775 6.5'MIN 4775
477 775 STA 47 08 (ttP)
1 1 STORMS TOP=47 0.8
7.--ASLTAT
HEET C3.2) To +71.6 CONTRACTOR TO VERIFY rTl
477 OP=768.8 DEPTH AND LOCATION OF 4770 hN+l
STA-0+05.4 MIN - EXISTING WATER MAIN -
477 770 TO=4767.9 W
EXISTING 8" SANITARY SEWER MAIN TOP 4767.9
476 4765 z
476 765 q
J ^ ` O
>> OJ [D N O� h N M po W W N r N o M O N m W r r <D W <D
Co
L -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
SHERIDAN AVENUE WATER ROSE STREET WATER
Issue Date:0611912015
WATER PLAN AND PROFILE n WATER PLAN AND PROFILE
C3.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C3.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C3ml
AS-BUILT: 06/18/2015 #13798
o MARK A.
CHANDLER
No. 9518ES
oy9� RFC I STER p2S�
Sheet 5 of 8
RESTRAIN ALL JOINTS WITHIN m o
ofix— L�- LOT 6 LOT o SPECIFIED LENGTH FROM FITTING °
mom°fri
-1 1 5,2 SF ,.284 SF 5,304 S 6�335 s� z FITTING LENGTH (FT) NOTE
z<n o 0 90 BEND 16 E
m N
w =�
�' 4440 <90 BEND 7
j o mo
z -+ - - �� OT 13 �� NO JOINTS WITHIN C E
5 gas 3 ym 8X8 TEE 16 (BRANCH) 4 ON RUN ❑ a
• EXISRNG ._ y 01 a&W%
RELO�CATEDTI �� NO JOINTS WITHIN
N m I/n [ 7,,av
E C0 �JT s �I oN SX6 TEE 5 (BRANCH) 4' ON RUN Ill a
s s v u v s
n O 245 L 1 LOT 1 U
(D o+ sa 1+0.12 .ao:sr _ _ LOT 4 N g CAP/PLUG 31 a
2+oe.1s
(3.0'L) (38.(�Q'L�., 9T' (38.00'L) 2+66.17 3+2 823 4+40. 6,156 A y
D w J (38.00'L)�� 38.00'L 5+03.80 EXISTING FlR ---- t_ 8" VALVE 16
�O D ( ) (8.0 L) (38.00'L (38.00'L)J .J HYDRANT W� o g
r: UGaE K2 w c
JOINT RESTRAINT
- w w' w
w s s.ss s' s•ss� wc, M r C3.2 SCALE:NTS
70 IXISTING - 3•SHS
3 3
S HYDRANT 58.6"S'LO 595.29a 1 S 55 .
7O(5 353 12601"E R
> ^^
VJ N O 2 Z C 594.09 SZ06'4TW(R) O r9rC3.53 176E12'14" (M)
c� O rn O m o m F' 30.00 S89.kB yg$] 777
y 45 30 M z m r
Z �Z m C O M_ 30.00 089'59'52" (M)
T 0 O Z y z N [N89'59'52"E]
N
NOTE: MILL EXISTING HANSON PAVEMENT FROM STA W
0+17 TO 6+90 PRIOR TO INSTALLATION OF UTILITIES. Scale In Feet
REUSE MILLINGS AS ROAD SUBBASE MATERIAL. 50 0 50 O
z E15 0 15 a
Scale In Meters
Contour lntervals: 1 Foot
16-110� BILL OF MATERIALS
10-14 3' ITEM QTY DESCRIPTION O
4800 PROFILE DISPLAYS APPROXIMATE 4800 9-10" 1 1 6' CLA-VAL 9OG-01YBSKC Pressure
_
ELEVATION OF EXISTING WATER MAIN. �• °.a ° �� a° Reducing Valve c/w X101 Position Indicator ~) r l
CONTRACTOR TO VERIFY LOCATION AND v
ELEVATION.INSTALL 1" SERVICES PER 06" ) DIET, Epoxy,#150 Flgd w/Poly Tubing on
COB STD DWG NO.02660-6 1,_ „ pilot system and SS cover bolts&fasteners
08" "2 08" 2 1 2" CLA-VAL 9OG-01YBSKC Pressure
4795 4795 y -.110. Reducing Valve c/w X101 Position Indicator �\
INLET 7 OUTLET DIBT, Epoxy-Threaded w/Poly Tubing on I 1 ^
7 3 1 3 6 Tie Rod Lugs pilot system and SS cover bolts&fasteners ^I
5•-11r�" c/w Anchoring Bolts 3 2 6" MUELLER A2360-6W41 W55 RW NRS
2-1" Thrust-Seal Plate
4790 790 4 4 c/w Anchoring Bolts Gate Valve c/w Handwheel -#150 Flgd
9 2 Reinforced Concrete Thrust 4 3 2" MUELLER A2360-6W41 W55 RW NRS Vl
EXISTING PRV ASSEMBLY �'�' Blocks (Typ. By Others)
MH RIM EL =4785.44 Gate Valve c/w Handwheel -Threaded
EV C
5 1 2" CLA-VAL 5OA-01YBKC Angled Relief Valve
_ ____ O4 -.0. -41, DIBT,Epoxy,Threaded w/Poly Tubing on
�, ° 5'x 10" x 12" Deep pilot system and SS cover bolts&fasteners
� � Sump c/w Sump Grating
6 1 Automatic Sump Drain Ejector Assembly
03" Opening For
6 (S RELIEF LINE REMOVED FOR CLARITY) 01X" Elector Drain 7 2 4 0-200psi Pressure Gauge
SEE NOTE g c/w Gauge Cock
- On Main Pipe Level
478 8 1 #10565 Precast Concrete Vault c/w
4780
F- - White Interior And Blask Exterior Sealant
Top Half Insulated
/ 9 1 DOBNEY C23 Manhole Cover And Frame
w/Watertight manhole cover. O
477 4775 10 4 Adjustable Pipe Supports MM
5'-9" MIN. (ADD RISERS UNDER 3,_ 2'-1" 11 2 8" SMITH BLAIR Transition CouplingFBI
MANHOLE AS NECCESSARY TO 5 EXISTING 8' WATER MAIN REACH DESIGN DEPTH 12 1 Aluminum Ladder With Safety Post .``•L/'
j 13 1 6" Clo-Val X43H Strainer O
125
4770 4770 NJ 7 7 RELIEF9' 6" MIN. 14 1 2lo Cla WVaIVX43H Salve-tranerFlgd �y
> F0 N uO n ro M m M m n m 1 3 4 Blowdawn Valve -Threaded
_J ro �m n� cOm �N :n,� ro� �N :nm mm 1 3 2'-`- " 1
w w vi a s n�i N N c� o o rn j 15 1 1-1/4" Link Seal Assembly
m m m m ro m m m
a a a a a a a^ v a 08" 08" Assembly
w a C= 16 1 3/4" Hose Bib..mbly
y9�D::E - O y 17 1 2" Link Seal Assembly
INLET OUTLET 18 3 2" VICTAULIC#07 Coupling
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 2.
06 19 3 6' VICTAULIC#07 Coupling w
�► s
20 2 6' Link Seal Assembly
21 1 6' VICTAULIC 741 Flange Coupling Adapter
HANSON STREET WATER (EXISTING WATER MAIM
STANDARD FABRICATION & FINISHING SPECIFICATION NOTE' g A SECTION 1— " Issue Date:06/19/2015
VAULT pp10565((H: LOADING) (p•sY-PASS LINE REMOVED FOR CLARItt) ALL Z'AND SMALLER PIPE TO BE THREADED BRASS.ALL 3"
INSIDEbIMENSI0N5 SEE NOTE AND LARGER PIPE,INSIDE WETTED SURFACES TO BE
10'L x 5'W x 6-6" H SANDBLASTED,EPDXY LINED AND COATED TO AWWA
C-210 AND NSF-61 SPECIFICATION.FINISH COATING WILL
BE BLUE ENAMEL.
n
WATER PLAN AND PROFILE ALL BOLTS/NUTS ON FLANGES&FASTENERS TO
6 X 2 PRV STATION
1 BE STAINLESS STEEL
C3.2 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL FABRICATED STEEL PIPE&FNTINGS TO BE
C3.2 SCALE:NTS SCHEDULE NO.40 STEEL PIPE FOR SIZES
TO 10',AND 3/8"WALL FOR 12"AND LARGER. C3m2
AS-BUILT: 06/18/2015 #13798
o MARK A.
O CHANDLER
�,�, No. 9518ES
2397538
GAS YPC 3 y9� RFCI STF.RF"��p2�
O LOT vi I I { 3m � � nrr�i
036 s
Z OAK SPRINGS SUB PHASE 1
F In
LOT 1B a �" z= _ DIAMO ESTAT S SUBS Sheet 6 of 8
SAPPHIRE ESTATES—
CONDOMINIUM P Q �^
L 1 � i I _ � 890.18 001'OB'S8' — — — — — — —c�i•'�,- — —
34, 7 S �� E E
s o T 2 F RE H 1 B) x—x - _
001'10 Cmu'm v
1N1'10.34 E] I — I °�8
�7, 4
1 LO 2 LOT 3 :�Z.T - - Nppx
LOT lA N ('� y SF 5.0 6 SF 5,036 S LO - -. -- T T LOT 8 LOT 9 .g E
5,036 SF
N D u 5,0 6 SF _S SF 5,036 S 5,122 SF s "
PT:0 1 _ 3 O �n �m INSTAL FOUR G UN INST L FOUR 6" UTI TY � 'CI
m° c
WOLD, RANDY - - _ _ ,�y to SH RI 9.
\ 2284513 L T 1 CP_2ig12 I Z 0 'ol i� Im CULVE PER NWE SIP CS CULVER S PER NWE SP S / R B+O110 C E
6 01 SF vme
6'WIDE,6'THIC NF D fi' ',�.THICI REINFORC D 0 3 I� - - ___ - --- vy01
CONCRETE ALK __01* ETE S EWALK I R CC
y Em
_--�A�
GASTOP 00, 3.8) _ _ ..
_ _- ' SSm� SS F I m m -TAT S g,. —g_ W n .�, y W 0 a
4'TRANSITION TO MATCH _ ]8.3 -- V�I �t2 DO, '+. I 6 S 8 8"SS v
I� c._ C
EXISTING SIDEWALK H -- - ~ 4" _
EDGE OF PAVEMENT �o�
u-se S 2.�
w I -
MINOR ARTERIAL)
T ST ST w w n A AC-H EDGE
GE OF
STING-PAVEMENT(TYP)— — _ —
bS zo
Z o m
CP I5 NAr�
SG ICM N- O= - x L T .1 /� n �\
-I 1 24 - LOT
sF O 4 OT 8F o
;S STATES PH 1 CAS CADE�UBCD6IVISI�N PHASE CASCADE�UBDIVISION PT p z N M _ N, 7T
LOT 16 LOT 23 LOT 45 LOT 58 LOT 84 m m ,DaU
BLOCK 36 KEYSER, JASON BERGER, JENNIFER A JACKSON, CAROL B WILLARD, ALICIA C A Z F,
MILODRAGOVICH, 2268162 2298384 2479028 & BENJAMIN W n 1 0 - LOT
1 N,
SF Q�
MARK & ANN 2271901
286179 1�11 ❑ /III
i-
1 l
ROAD PLAN Scale In Feet Scale In Feet
C41 50 0 50 50 0 50 O Imo+
SCALE:1"=50'
15 0 15 15 0 15
Scale In Meters Scale In Meters �..i
Contour Internals: IF Foot Contour Intervals: 1 Foot
n O
co
0
V
+
O
479 II 4795
r�
�m
M
YN
479 � l0 4790
WII
+ �J
� IQJi
�w 11
TCHEXISTING,
EDGE OF PAVEMENT
¢p
478 N 4785
PROPOSED GRADE Y n
m r 7
w II I I`—I[l1
478 � - � 4780
c�w
EXISTING GRADE
477 4775 � rl
W O
477> 4770 z
W J O n N O N 1 N 0 N rN'l N OJ N r n^ m O O
O O1 of r r c0C6
W w pJ of of I� r r r r r r r^ r r
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
a
SHERIDAN AVENUE
Issue Date:0611912015
ROAD PLAN AND PROFILE
C4.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C4ml
AS-BUILT: 06/18/2015 #13798
o MARK A.
FIB I O CHANDLER
�,�, N ES o. 9518
LOT 5 0
,GHER PLACE y"9l RpcISTF-p6��20
)NDOMINIUM >>
TRACT 2B I E I m - -- -- - o a o
COS No. 501 un
30 �"30 cAi ......_.__� N Nm moW Sheet 7 of 8
N COTTAGE PARK LANE CONDO I +a3 I �,A -0 o ��
CP 1 TRACT O= a - r _ _ "' ID
LOT 4 LEANINGES LY [�g�•1�� COS Film I-, m e,SSJ SF z C m o
ELLIOTT
OT T C YP 10 394 090'4.414 ANDERSON, a z can V/ w ------ o m u^m m
n o
21380318 m 00
V 1 LOT 13
W LOT 1 1 I 93.53 11.28.014E(R) > S,26s IF : E g v
061 SF 5,584 IF LOT 12 LOT 13 14 93.5s 178.12'14 (M) I \ E"
Q 5,203 IF 5,266 S 6,156 SF I `� I [51.47'4CE] _ r m 4 _
Ti
LOT 3
O II y
ELLIOTT D- I I I 30.00 1894384434E(R) n -- J
sT 30.w 08959.524(M) t/ _, -.,�T n I 01 & v
WILY TRUST ro� �� 5,26 SF 5, SF `34 I 0
2433797 m I — [Ni.5YE] oz r0 \ s,334 sF � --
�� m oom
D 13 (J2 0 ^ E INSTALL FO R 6" UTILITY I m C N 12
LOT 10 e- -- O.D.IRON PIPE A l J -�, __ __ - CULVER E NWE SPECS ! m a
a
5,402 0
W
LOT 2 "ss sus •ss m _ - I -
'RINGDALE Z I \ 2) INSTALL FOUR 6" UTILITY W W
W 0
VDOMI NIUM 76 ,{ 81^ CULVERTS PER NWE SPECS W W � �
9 G _
M
LL 8"8S
8"SS' S
(n LOT 9 7
3
5,122 - N W C; SS I
Y ,33 8 , 9 ro`o O < 595.29 181'49.43' (M) I _ _- _
6,335 SF 6,3 4 SF �> -I [S1'49.43"W) 93.53 Sl•26'014E(R)
QO 3 o ?a �_ 594.09 S2'06'4YW(R) 0 93.53 178'12.144 (M)
ST STA
NSON 5+69.29
OGFELD z 45 30 AROSE ST STA 2+44.38 c30.00 rc 4 )
- > O 30.00 089'�52"E() �I z
JDOMINIUM LOT c� Z i���rllli
j 5,036 N [N89'S9'SYE] O/^�
3 A i� m `•T� Vl
LOT 1
W m
5,303 SG O to
O> N m-� o(n IFrT�I.I
�a I I� Z m I �_
A
LOT 4 3
cm ,deb r' '�. /3 I Nm _ $✓n ._o� 0 ➢
RTM AN .If) � _ � 1 I 1r rTl
Scale In Feet
Scale /n Feet
NOTE: MILL EXISTING HANSON PAVEMENT FROM STA 50 0 50 IQ�f I+ 0.0+17 TO 6+90 PRIOR TO INSTALLATION OF UTILITIES.
50 0 50 REUSE MILLINGS AS ROAD SUBBASE MATERIAL. MILLINGS 15 0 15 O
SHALL BE BLENDED 50% WITH GRAVEL TO BE USED AS Scale In Meters
15 0 15 BASE COURSE.
Contour Intervals. f Foot
Scale In Meters
Contour Internals: f Foot
0
� 00 V
a0 + °4
N a N
N N N 480 4800
4790 o II 4790 HIGH PT ELEV: 478 .81
PVI STA:0+65.91 A
+ N oN N rn PVI (=LEV:4785.98
K: 0
o Y m� Y n LVC:90.90.04
II w am 1 a 479 4795
4785 r o 00 II w II m II 4785 m n rn n
QNN O Q J�� Nr O+^
W 0 W O 01
00
m II 479 0.50% Gi Giw00
4790
4780 0 4780
q�Zi 9 '0 GRADE BREAK STA = 0+17.62 II
w PROPOSED GRADE ELEV 4785.73
1.44% �
Y
4785-- 4785
477 J — 4775 PROPOSED G E m
MATCH EXISTIN w II
EXISTING GRAD PAVEMEN
-1 0% tr t L[�i
w MATCH EXISTING W
478 4780 M
477 4770 EXISTING GRADE h+�l
> f N O N M f N
W lei -t
477 775 T01-4►
> N of M of M of M of M of M of
J In I I N N N N 6 N 6 O w C6 1
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 w w 'n "'N "'N a a 11 w "'N "'Ii o o o o� of °J ro '�
m w� wI m� ro� m� mI �� ro� roI mI �
ROSE STREET 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 a
HANSON STREET
Issue Date:0611912015
ROAD PLAN AND PROFILE n ROAD PLAN AND PROFILE
C4.2 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C4.2 SCALE:V=50' HORIZONTAL, 1"=5'VERTICAL C4m2
AS-BUILT: 06/18/2015 #13798
MARK A.
24" CHANDLER
% No. 9518ES
LOT 5 s.5
2" DEPRESS CURB TO THIS G,9 Hpv I STERF"IMEAGHER PLACE O
LINE FOR CURB DROP F
PROPOSED RETENTION POND �.
CONDOMINIUM BOT=4771.10 '1'G/NEER PN�
DEPTH=3 FT(FENCE REQUIRED)
VOL=780s CF TRACT 2B TOP 4'R
COS No. 501 SOIL SR
° d Sheet 8 Of @
COTTAGE PARK LANE CONDO �_ TO 1'SLOPE
1 5/8"P REBAR SLOPE 1.5' d
LOT 4 CP g10 LEANING S'LY IS89'45'19'E] C m o
ELLIOTT YP 364.88 G9014'41'
FAMILY TRUST INL 1 STA 0+59.51 0.00' _ 4 Q: 10 01 m m
2380318 T— I �� TB:47 .t3 ° a C
6 FL N (SE)4771.31
WOS A LOT 1 FL T(NW):4771.31 9 ° d - 7 E fl
Q ,061 SF 5'581 _ _ ODO0000�0 DO 0O� _ (J] m m
r C> OJO')O CS (T . CS 'O�O�O�O�O�O�O�O� Ti
LOT 3 = INLT 2 STA 1+26.92 .00' CRUSHED GRAVEL U00000000000 o0cJ0U o00 ocJp0000000000000000000 C E
101,
� ELLIOTT C:47 5.78 BASE 3' MIN o 0 0 0 0 0 0 00 0 0 0 o O o 0 o O 0 0 o` S
—� o 0 0 0 0 0 000000 0 0 0 0 0 0 0 0 0 0 0 0 %
FL OUT NW):4771.63 TA w n`w
FAMILY TRUST -- C a
2433797 m — —— __ C
SUB-BASE CORSE - 1}, N
AS REQUIRED u,v
/\//
C M �ION M OLE "SS 3 8"SS
LOT 2 �JJD CUR I EE COB COMPACTED SUBGRADE
CONDOMINIUM INGDALEL� STD D O.02720-1B 3
NOTES:IL lc� F
_ �� 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230
I �^"'.^^.e AV�RA1"`„`�£T� (M.P.W. SPECS., 1996 ED.)
SEE COB STD DW NO.02720-1 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A
LOT 8 L MINIMUM DEPTH OF 3/4" AND MINIMUM WIDTH OF 1/9'.
Y 6,335 SF sr 3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C,S, P.T.S, CURB
RETURNS AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL
LOT 1 O <N SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.
4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY Oa
SPRINGFIELD THE CITY ENGINEER OR HIS REPRESENTATIVE. ^
CONDOMINIUM LOI 5. CONCRETE SHALL BE CLASS M-4000. h+M rTl
L V 5.036 SF 6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(MPW W
SPECS, 1996 ED.) FOR CURB AND GUTTER REPLACEMENT PROJECTS,WASHED ROCK aI
OT 7 MAY BE USED FOR THE GRAVEL BASE. rTl
g a N CONCRETE CURB AND GUTTER DETAIL OLOT 4 A
i LOT 7 a
HARTM AN .In Sg __"'5.036 SF C5A SCALE:NTS (�]
W
Scale In Feet
50 0 50
15 0 15 O
Scale In Meters (/]
Contour Intervals: 1 Foot
ROW ROW
LINE LINE
30, 30,
5' 8.5'__ 15.5' _ _ 15,5' 8.5, _ _ 5'
/fOS ti/4'/FT 3%SLOPE 3%SLOPEPSI
479 790 SIDEWALK SIDEWALK
3" BITUMINOUS ASPHALT
NEW CURB AND GUTTER SURFACE COURSE 3" OF 1 1/2" MINUS
6' CRUSHED GRAVEL BASE GRAVEL BASE COURSE
ti COURSE(1-1/2" MINUS) UNDER CURB AND GUTTER
9
478 785
0 w
9" GRAVEL SUBBASE(6' MINUS)
31' WIDE STREET SECTION (SHERIDAN AND ROSE)
478 \��0.2 .0 780
�o C5.0 SCALE:NlS Vl
PROPOSED G DE
EXISTING GRADE
4775 PROTECT PIPE END 775
STA 0+00.0015" C PIPE 00.50
FL OUT=472m:;
BOT POND=4771.05 S
G rl
4770 of 15" PVC PIPE®0.46% CUR T 4770
60' rWTl
T SANI ARY SEWER �W\
8" WATER MAIN ^ MONM
4765 4765 FBI
ROW ROW
LINE LINE O
30' 30'
1, 5' 7.5' 16. 1 13.5'
-0+50 0+00 0+50 1+00 1+50 P�/eS "/FT 3%SLOPE
SLOPE
� 3%SLOPE
SIDEWALK
NEW CURB AND GUTTER
3" BITUMINOUS ASPHALT
STORMS, OF 1 1/2- MINUS SURFACE COURSE ^
GRAVEL BASE COURSE r CRUSHED GRAVEL BASE w
UNDER CURB AND GUTTER COURSE(1-1/27 MINUS) NOTE:NO CURB TO BE INSTALLED
ON EAST SIDE OF HANSON STREET
9" GRAVEL SUBBASE(6' MINUS)
Issue Date:0611912015
HANSON STREET SECTION
C5.0 SCALE:NTS
n STORM PLAN AND PROFILE
C5.0 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL C500
AS-BUILT: 06/18/2015 #13798
PHOTO CELL TO CONTROL STREET
LIGHTING TO BE MOUNTED AT s ABOVE
GRADE AT METER LOCATION POLE POLE
METER M IN
LEGEND EM
'Spx Aic BREAKAWAY BASE BREAKAWAY BASE
CONCRETE BASE t CONCRETE BASE
X 1 oo.Oo EXISTING SPOT ELEVATION ___ANv I I WITH RE CHAMFER WITH 31WRE CHAMFER
xUoo.oa) PROPOSED SPOT ELEVATION I I I 1"X3WX4.6" 3WX1P'X3"
❑P EXISTING POWER BOX
ANCHOR BOLTS(4) ANCHOR BOLTS(4)
EXISTING TELEPHONE BOX N
O EXISTING ELECTRIC BOX P.A.C. C�11H I I #4 REBAR CAGE #4 REBAR CAGE
--� #6 CU.GROUND TO(2)GROUND
® EXISTING SANITARY SEWER MANHOLE ® _ , I I RODS o I �2 BD" Sheet 1 of 1
000- EXISTING SANITARY SEWER CLEANOUT q I
y{ EXISTING FIRE HYDRANT I� ® CONDUCTORS AND Q `J E m m u LOT 5 CONDUIT PROVIDED BY TRACT L3 I I -
ca EXISTING WATER VALVE < - UTILITY COMPANY c I� rn°^'°^' a
C 0 S v o. 501 30'PUBUC ACCESS AND UTIf¢ITY L m m
® EXISTING CURB STOP 0 - J EASEMENT PER DOC NO 266991 (1)8'GROUND ROD (1)e'GROUND ROD
PROPOSED POWER POLE .1 FFF SITE LIGHTING ELECTRICAL ONE-LINE DRAWING I E o r
'AID 30'PUBLIC ACCESS AND UTILI MEME 3
EXISTING LIGHT POLE I m"
-- N CP#1 �ARTORIAL LIGHT POLE BASE DETAIL LOCAL LIGHT POLE BASE DETAIL
GROUNDWATER MONITORING WELL LOCATION / TRACT 3 i
5/8• REBAR 0
® PROPOSED SANITARY SEWER MANHOLE - i LOT 4 CP 10 LEANING STY [58ff45'114.41* COS Film 13 p. 16
O`O PROPOSED SANITARY SEWER CLEANOUT DU STON
PROPOSED WATER VALVE T LIJ
® PROPOSED CURB STOP �} � � OS A � 93.53 178'12'14
PROPOSED WATER WELL [dyy I I 6,061 sF _._�T 12 LOT 1 3 LOT 1 4 I I [Sr47.46"E]
v - DRAINAGE DIRECTION O LOT 3 = I I�_- f 03 SF CONDUN Az"SCHEDULE eo PVC SF
TRAFFIC FLOW I D- \1- \ CONDUIT LOCATED 24"FR M f 3Q00 OOB'59'5Y
BACK OF CURB [N89'59.5YE]
PROPERTY BOUNDARY LINE _ m - -
SURROUNDING PROPERTY LINE - I 7
SETBACK LINE I +- C0 LO 10 6) " O.D. IRON PIPE J
- - -EASEMENT LINE - s, z sF °• ,jggw o -
-x x EXISTING FENCE F71 �J ��II LOT2 0 B••ss 8-Ss FIS-S 's• D
OHE EXISTING OVERHEAD ELECTRIC LINE Z \ m
7ss;:) I
UGE EXISTING UNDERGROUND ELECTRIC LINE , VICINITY MAP aC - 7•B U)
GAS EXISTING GAS LINE d I s>� Q
oHT 5,122 SF LOT 8 LOT 9 V
EXISTING OVERHEAD PHONE LINE C1.0 SCALE:NTS i LOT 9 I rn
UGT EXISTING UNDERGROUND PHONE LINE Y
s
13'
w PROPOSED 6 WATER MAIN Q t ZAP SF s,_3< SF
6"w PROPOSED 6" WATER MAIN LOT 1 O -I I 3
501
Ss PROPOSED SANITARY SEWER MAIN I LOT s it
4^SS PROPOSED 4" SANITARY SEWER SERVICE I s 03-' ( 7 ` (�
- S"SS -PROPOSED 8" SANITARY SEWER MAIN 6901 6 1*1] I 3
DRAWING LIST sso.ls r1o3�+" LOT LOT 1 F J
- PROPOSED STORMWATER SWALE 5,304 == 5,305 SF
ST PROPOSED STORM SEWER C1.0 COVER SHEET I •
Lij
UGE PROPOSED UNDERGROUND ELECTRIC LINE �• L' CONDUITLOCATED24"FROM
C2.1 SANITARY SEWER PLAN AND PROFILE (HANSON/ROSE) $ BACK OF CURB
BE REMOVED BY OTH IRS \
ucT PROPOSED UNDERGROUND PHONE LINE
C2.2 SANITARY SEWER PLAN AND PROFILE (SHERIDAN) LOT 4 i a+
_. sve
- C3.1 WATER PLAN AND PROFILE (SHERIDAN/ROSE)
PROPOSED SWALE/RETENTION POND CONTOUR W5.2sa SF sd0.-._.,
C3.2 WATER PLAN AND PROFILE (HANSON) x ,� 5�LO, 6 (31#10INAz"scHEDULEBOPvc
`' C
PROPOSED CURB AND GUTTER C4.1 ROAD PLAN AND PROFILE (DURSTON/SHERIDAN) of GASTON 7 CONDUIT
a _
C4.2 ROAD PLAN AND PROFILE (ROSE/HANSON) Doc.N°.2268861 ❑
C5.0 STORM SEWER PLAN AND PROFILE w a m CP#sa s e 12 O
Q LOT 3 0 - NAIL za SF
aZ U) + TOP OF MAGNAIL 3 v ~~ U
BENCHMARK w � O LU ELEVATION=ana.n'
(NAVD88)Y
TOP OF MAGNAIL CP #50, NEAR CENTER OF SITE M z N Q a LOT 13
5,245 SF
ELEVATION 4778.77 FEET G, LOT 4 PHASE 1B: TRACT A
(NAVD88) (NGS OPUS SOLUTION) < LOT 2 W I 5,036 SF BLOCK z,LOTS I a COS Film 10 P.134
-3, 14-16
LEGAL DESCRIPTION �T QI
TRACT 2A OF CERTIFICATE OF SURVEY NO. 501, TOGETHER WITH THE STRIP OF C 6 O• PUBLIC ACCESS
LAND DESCRIBED IN DOCUMENT NO. 2268861, ON FILE AND OF RECORD IN THE GASIR YPC L sLOe sF � AND UTILITY
.00• EASEMENT PER
OFFICE OF THE CLERK AND RECORDER, GALLATIN COUNTY, MONTANA, AND LOCATED +
IN THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 2 SOUTH RANGE 5 EAST 2 200 AMP PEDESTAL
60 226DOC6999 NOTE:PLACE AS CLOSE TO NW
OF P.M.M., GALLATIN COUNTY, MONTANA T�
TERIFY DRIVEWAY LOCATION.
POSSIBLE. T^ w
LOT 1B Q � 3 VERIFVDRIVEWAVLOCATION. V1 W O
SPECIFICATIONS �I
LOT I 2 LOT 1 E STING BUILDING H �I
ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED I L T 5,2o1i sF 5,200 SF B REMOVED BY OTHERS
BY REFERENCE L 5, 6`:- P OR To FILING of
i P E 1B FINAL PLAT
1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010) IF
2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO. 1 (AUG 2013) \ I o 3 3' IL Scale In Feet
GENERAL NOTES LOT 1A I ' I 50 0 50
rT1
pr:o+s_ 15 0 15 A
LOT 1 LO-CP 12 L0- 16 LEI
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS SIXTH EDITION, APRIL 7,014 SF - 6,792 6,a_ _ Scale In Meters
2 rT, ^
2010 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION, MARCH 2O11. 3 Contour Intervals: > Foot
PC_0+6_
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE J
WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN '�/-1
ENGINEERING DEPARTMENT. 3.7)
/ GASTON YP
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ¢ARTERIAL STREET LIGHT -
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR +-1 S`3--"� ALUMINUMCP 3 CAP ~�
ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE -LOCALSTREETLIGHT - ss sss ss SE CORNER of SEC.
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE 392J33 2 282.08 28ff59'SY
ENGINEER. w w w w U�LIC�SRKOS S w D TON A w " N �[SBff59'52"W]
AS SHOWN ON COS N (MINO ARTERIAL)
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING > ST ST ST sr ST a
OF CONSTRUCTION. CP#s �^ (3)#101N A2"SCHEDULE 80 PVC CONDUIT LOCATED 24"FROM S.LINE OF SE Y4,SEC 3
SG YPC CONDUIT BACK OF CURE,I VFROM
6 SOUTH SIDE OF SIDEWALK
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, THE CITY OF BOZEMAN ENGINEERING DEPARTMENT,
AND THE CITY OF BOZEMAN WATER AND SEWER DIVISION AT LEAST 24 HOURS PRIOR TO RIDGER PE KS ST PHASE 1 CASCADE UB VISI N PHASE 1 CASCADE SUBDIVISION HASE 2
BEGINNING CONSTRUCTION. w
T 1 LOT 16 LOT 23 Z LOT 45 LOT 58 LOT 84 LOT 110
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. -K 28 z BLOCK 36 LLI
Ld
7. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. Q ¢ Issue Date:08/17/2015
8. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE
"GEOTECHNICAL INVESTIGATION REPORT" PREPARED BY C&H ENGINEERING, DATED MARCH 2O12. i
9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA
REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS c1mo
EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. � 1
10. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL - - _-I _ __
SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF
APPLICATION FOR SERVICE. , OVERALL PLAN
C1.0 SCALE: 1"=50'
#13798