HomeMy WebLinkAboutMillgan Minor Subdivision I
BENCHMARK:
H� 'LOT 4F BLOCK LOT
3. CARTTAIILL MATT NEW STREET EXISTING GRADES
SECTION I I (�� ��,OF Mpy„,,y
40.7
LEGEND - 4 CREEK SUBDIVISION / (40.75 floss) ( o0 q40.5() CHANDLER
•'-il ELEV = 4648.82 U/C G /� / L Y a) MARK
EXISTING SANITARY SEWER MANHOLE CONCRETE URB _ - - - NO 951
;,•::. EXISTING SANITARY SEWER LINE .�� li-_' ,�,� _-, --` _-_-------- - ....----- - _----- ---- - - t2l
1oi� I .2- -- ( e7'\ _ _- - -- __ WATER MAINEXISTING WATER MAIN A.N - -- - --- S-1vM- _ (a )ry� 2 venueScale /n Feet PA D ROAD � 1 ..a y-_'�'. �/ - --- -. -- . ' ��.' -
- EXISTING GAS LINE 50 0 50 -
CO_N_CRE CURB - _ -- Sheet 1 of 5
EXISTING HYDRANT 15 0 15 0 INSTALL CROSSWALK MAFf�{KIN OR
/ vrnr NA a PE ESTR(AN��iOSSINGSJPe C.O.B.
Scale In Meters r'-' ^s 99 U c, c rz/rnics
EXISTING WATER VALVE r -r z \ yafmcl���s SST NDARD DWG. No. 02 81-1
EXISTING POWER POLE JBS .J oG n N�a��m+
CONSTRUCT STANDARD 5' CONCRETE SIDEWALK pN`" INSTALL DROP CURB FROM Ch c,I/o,a
BLOCK 3 N nV ZNC~OA� I STA 8+20 - STA 8 40Ch j g arzni/a
EXISTING ELEC BOX ; PER C.0.8. STANDARD DWG. No. 02529-8 AND -+
�000 xA±A� FOR SEWER ACCESS�OAD ad xV+e/as
CATTAIL CREEK SUBDIVISION 02529-11 (TYP.) ®e/z+/ss
INDICATES COMPACT PARKING SPACE PLAN VIEW oo _ p 8
oNon��A , > EXSTING 12' GRAVEL W 9
BUILDING TIE DIMENSION NT = SE R ACCESS ROAD m.g
7.35 PVI STA = 1135 SCALE: I"=50' Nf 'z
PVI ELEV= 4647,00
•(64s) PROPOSED SPOT ELEVATION W ..
A.D. = 1.18
•RD ROOF DRAIN E= 84.44 PVI STA = 4+29.99 g
PVI ELEV 4645.30
.C.O. SEWER SERVICE CLEAN OUT o =
"s 1 00.0000' VC A.D. _ -0.72 PVI STA = 6+50 " < m
E.D. FLOOR DRAIN o e %= 69.53 r"-I. 8 _ z
TRAFFIC FLOW I > PVI ELEV= 4642.45
N. 27TH AVENUE I 50.0000' VC A.D. = 0.74 w w
DRAINAGE DIRECTION TI u S 87.88Jtr`I/I ? ?<
EXISTING CONTOUR LINE EXI " G; - " m e a
5 .0000' VC W
-- PROPOSED CABLE, ELEC, TELEPHONE GRADED
AND GAS TO EACH BUILDING �2` \I 4 a� p
PROPERTY LINE 4850 - G; a ti a a �' 1 tl•'
--- ADJOINING PROPERTY LINE o
78 IC +C W m a co �`?�,.50 ry G�O \
EASEMENT LINE --�- " ``p X s %' �• �"
YARD SETBACK LINE QS `'0y y16 A^� \1�oa�
PROPOSED CURB "P -- -- -�QJ�n}� - -- G --- I }ye a\.. �`} �o�e---- - W
y
PROPOSED SWALE/RETENTION POND CONTOURxr -- /�
� �� un
� y -ossz
-o_ z "Q
4 sx - -0.73 Q
1o :s
�- __ _ - - - �//a.
asaa --- -- - - - -- �o kry�y PROPOy F�i
yxy ese p�x dK D GRADE
VICINITY MAP - .-. _. - �La� `V Q EXISTIN GRADE
_ h y° FJ-I
- - _
--� 4630
5'�a �
r 5 P a�5h
ow �K c� QgR e`O '0 ��\j�iyc P0
J- Fo 4�i��1 a eIp Q`iPy`y��`'y6
C,
• NOT TO SCALE W EV \Q\4620con
aDlp O
r..m b w r•,� c�q ,up
+6b�p <M�p <M Otlttl "fR d! aT d� a� �•Nph�p �T �`` <.p a`! �Y(pp ��:wp�i a�tlrp <♦♦♦� <p� �+�p7p���pp r7r n� �' r '
YM <M f� fM V T O� <� J� Or •f� �.� �F �'`r• O� Y� ♦! <F <� <� <�F <� as �
0-50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
BENCHMARK G5 O O
YPC LOT CORNER(TD&H> CENTERLINE PROFILE
NE CORNER OF LOT 2,BLOCK 2, 1
CATTAIL CREEK SUBDIVISION C1.O
ELEVATION- 4648.82 FEET SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0" VERTICAL) O
LEGAL DESCRIPTION r`/1
NOTE: TOP BACK OF CURB ELEVATION IS 0.20' BELOW CENTERLINE
Sw 1/4.SEC.26,T.I S..R.5 E.R.5 E.OF P.M.M., FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
CITY OF BOZEMAN.,CALLATIN COUNTY
NW I/4,SEC. T.1 S., .,MONTANA
O
GENERAL NOTES Z
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH EDITION O
MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS, ADDENDUM NUMBER 1,
FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3, MAY 8, 2001. 1
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL �1
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
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.,
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL
EQUIPMENT AND MATERIALS BY THE ENGINEER.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE
BEGINNING OF CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DRAWING LIST Drau ng Date: 8121106
AND WATER DEPARTMENTS AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
6. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. C1.0 - GENERAL NOTES, NORTH 27TH ROAD PLAN AND PROFILE
7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. C1.1 - NORTH 27TH ROAD PLAN AND PROFILE, ROAD DETAILS
8. TRENCH BACK FILL SHALL BE TYPE A. C1.2 - NORTH 27TH STORM SEWER PLAN AND PROFILES ABImO
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. C1.3 - HULBERT LANE ROAD AND STORM SEWER PLAN AND PROFILE
10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY C2.0 - HULBERT LANE WATER AND SEWER MAIN PLAN AND PROFILE
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. ,�c_B�.. .
11. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. AS-B/�
12. CONTRACTOR SHALL INSTALL HADICAP RAMPS AT ALL INTERSECTIONS PER C.O.B.
STANDARD DRAWING No. 02529-8
i
OoR aNyAl�s� Av�
INSTALL PAVEMENT OVERLAY TO MATCH - GPomr m MARK A.= l'O' UP MATH NEW DRIVEWAY APPROACH n Dp N = p{ANDL
ip J p/ �' um_'�' No. 951SES� L co
STA 14+50-15+00, 17+15.5-17+65.5 U �a�ra I (Dz y REMOVE E%ISTING/CUINSTALL DRIVEWAY APPROACH vrO+lotDm- .PER C.O.B. STD. DWG No. 02529-11 � ��_ e �� 4630 611
�� ��� / / DNNgd 10 3DU3 _ c m r _ _ -
11 47. REM1�lE EXISTI CULVERT Sheet 2 of 5
�0) ' - - - 1 .:,1 -C9LYERT _ 1n.- - ...
a e
I �7hIt -- TRANSITION TO NORMAL SIDEWALK m /J/UJ� F,(�C� '^ '�'- ELEVATION. DISTANCE VARIES_ _ t - xISTING 26' WIDE2' . - --4n GRAVEL URFACED ROAT Q - SIDEWALK ZC� �a. ol2/Iva
- --
_-n ti
_-- z- a
5' SIDEWALK w . w 8/21/%
313.88 1 - -- - -- - VARIES LANDING
386.96:- `' 10.75 - U C >P =
/� + A a v 9.5" wAx Cab� 4
IER
INSTALL DROP CURB FROM A,mA m�r omy. 0oy I / 5$ Arno z I I NO LIP�A 1..10 Z� ,4
NO OF EXISTING AVEL ROAD A
STA 8+20 - STA 8 40 A m�0at-ymA� / noEMOVE DEAD END BARRICADES A<v I W 3
FOR SEWER ACCESS ROAD Amy orF,I oFAFr+ 1.1 11 / / t^)C 11 50
m mWGNQOnm<NW ma0 Nmm
EX STING 12' GRAVEL In aNn all nmW I / m1 may I I a w
SEWER ACCESS ROAD Izo _��z�o�i�r�lvl .U.. I I/ / Sys son u I 4" CONCRETE
S v n >. v x�. �I m � n � U I 6" RAMP 3" G VEL BASE (TYP.)
EXISTING 30' n O�I�Iv e I / v-mom-+I�cn tle 2
SEWER EASEMENT m OTob YJAA / m :5 rz Z�-�o a SECTION A-A W
Hu' lwoZ / oFFGI'o>2 I NO SCALE 08
In0 1 / / sN a mama mail - W
r o�_ a can z HANDICAP RAMP CROSS-SECTION
N -'m Po crono mom'e I c1.1 Ns
O N p OrN w� NN
W 4+ OD A r r.T-Nli zz 1 (7CJ1
tDi C4 O NA' wo C
N rn o I'/ r
Di
PLAN VIEW pm L�
R/W N 27TH AVENUE f NL O
SCALE: 1"=50' LINE
NE
1 32.5' 1 _ 32.5' C,� ^
N. 27TH AVENUE 5 1 5.5' 1 21.0' 21.0' 1 5.5, 5'
/4/FT � ►+
-- PV1 STA = 13+00 i _- - - '� 1 3X SLOPE 3R SLOPE 1/4'/FT GRPOE L.Ey
PVT ELXV= 4638.25 VA�fS S1 EWAU SIDEWALK NnRt`5 W
ryp I A.D. - 1.54 PV/X 3"ASPHALT CONCRETE O
X= 65.08 PVT§'TA = 16+00 SURFACE COURSE 3"OF 1 1/2-MINUS
' 1 r L8V 4634.00 4650 x 6"OF 1 1/2"MINUS
_-�- - A.D. 1.48 - -- -- GRAVEL
CURB AND GUTTER
BASE COURSE
1 GRAVEL BASE COURSE
18"OF 6"MINUS PIT RUN
-013
o 9x Si. Py y'e O '� gr, - < COMPACTED SUBGRADE
�a o,Fs. XL-6's F h 100.D000' VC - ey
0 �r
v`a o Slra2zg ✓ e y h , y �O ,y 4 ; �1. INTEGRAL CURB AND UTTER AS PER C.O.B. SPEC.02528-1
m cJ i RESIDENTIAL DRIVEWAY APPROACH. 7
% ." w h Fro B y �' G 1 4w 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11.
-0.73Z S`rd y F,T, S + ((' `r2 Oa4' 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223.
�_y W v -O yfj C,G(�L S` _ 0xb _�_. _, 4f40 (TOPSOILING h SEEDING ON CUT&FILL AREAS ON
G'P.nh1� b p PROPERTY SIDE OF SIDEWALK) O
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE
e OPO D CRADE SIC Ffis O,Pags�S S� �t CONDITIONS AS REQUIRED BY ENGINEER.
h h Q Apo EXISTIN CRADE F�ggPq��c " �F�a �'.099 Fir yCA
0op�,o�0
t `oo�,�► -z.,sx °�`� - >�, o cy .x lip.! 27TH STREET SECTION
0 F �00p C7.1 SCALE: NTS A
-0.649. 1
PROVIDE 50'GRAVEL TRANSITION h.ry
TO EXISTING GRADE AT STA TRANSITION
2'
5 - 4630 2 9.5
y�y1^9p0 / S ��,.
x Gp y p,b ry APPROXIMATE LOCATION ryh g0 ��a�0' APPR XIMA LOCATION OF 4" TOPSOIL' 3"R
ANGER! a EXISTING U/C POWER 4y y�h 4
y PRQXIMATE CAllf)N OF. �'S P�y6'ry ry E%IS G U G PHONE, GAS (T�) 4" y m t sx O
:t A XISTING HIGH,PRESSURE x YA.'t �y�J
�Q ryhry 4� ,GAS TRANSMI SION LINE. '.h p*Py 41.Q0Gp y�G 6`L0 127 � •. • •a' 1
v CONTACT NOR WESTERN aG�pQ'0`� '� G G`� 0'p s c0W vj
F' !ENERGY ABOU ANY CONSTRUCTION •. •�. + `p 6"
WITHIN 100'O THIS LINE
`Q�ryyti4 52 �9" �4d..-:.A:
..
in o? o [. o ro_..._._._... �_ c 4620 i� 4 + •• "
Oa �a �N tD s9 M M O.gA. N� Nto aria b iN m 1 • O O c' W
� e a 8 04$ on, tna olt. Ng old oE. � o 0 0 0 0 0 0 0 0 0 0 0 o r ' � N
n �g y AV N CRUSHED GRAVEL _ O$ nwhn' % nMvgOOOO000000000000000000logBASE - 3' MIN. ' OOO0000000000000000
� a.`�H +3a4$
sue-BASE CouRSE+ \
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19 00 AS REQUIRED
CENTERLINE PROFILE a COMPACTED SUBGRADE
I worm
C1.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-" VERTICAL) 1. Sl,"mde or base coarse omp«ti«sher.confom,to ii-bon 02230(M.PWw Specs.. 1996.d.)
2. Contr.cbon joints moll wept«ed oe to•intervols and soon nova o mWm myth or 3/4-ona m ✓.dm of 1/8-
2--Cr RkMP 6'-0'MIN, 3. 112'-po-ion joint lariat noel be paced t II P.C..,P.T.s, urb returns and al not more th-300'mtenol.. The
e ponaion motenol shall evtend through the lull depth of tw c,,,ona gutter.
CONCRETE CURB a $LOPE I'PER FOCI 1�-•: 4. No a.b•nd gutter shall be placed wiNout a Ilnal form inspection by the City Engineer or his r,pm...ati-
CUTTER OR MA CM SLOPE 1/{'/FOOT 5. Concr.l,shall w Class M-4000.
NOTE: TOP BACK OF CURB ELEVATION IS 0.20' W CENTERLINE WTH TOP OF PAABG 6. Crushed growl c..sh.11 meet the roguiromenG of Section 02235(MPW SPECS.1996 ed,) For cam ona
FINISHED GRADE AT ALL STATIONS UNLESS DTED OTHERWISE. ';a - - - - - gums r.pkIc .nt vr.j-t..woah.d r«s may b.dada for m......I base.
CONCRETE"AM' �CONCRETE CURB AND GUTTER DETAIL
rl�✓..\
SCALE: NTS C.O.B. STD. DWG. N0. 02528-1
CRUSHED GRAVEL
Nam- Drawing Date: 8121106
r-1 1/2-MINUS CRUSHED GRAVEL THIS CROSS-SECTION IS ALSO FOR CONCRETE
SIDEWALK AT DRIVEWAY CROSSINGS.
(USE 6'MINIMUM CONCRETE IN SIDEWALK
9"-3'MINUS BASE GRAVEL AND RAMP AT VEHICLE CROSSINGS)
DRIVEWAY RAMP CROSS-SECTION
DL1 NT5 AB101
AS-BUII.,T
71V106
#02337
I I
h �'1�J° �a°aO ^I INLET CASTING "V _- - ,q°� �ryyR'po
ILA,
ry• q q y •5 - -- NEENAH R-306' \ SEMLr2 ubti �- - C� y0 p y'�p 0
J J q 1 ry h N __ x Q,?G h MARK A.
6'-E y AO' OR IFCO 515-7 ry�n 00 a
X. tJ'" Oxry 4.�jQ0Gp'ha0.y1 Al ON T N „ ., 11i G_ $ --
�G G0'L a ' EJECT SEWER Y 1 l�T O G d� 0•P w°
!� � v � I y q�'� �'`j q CHANDLER
F�eryA%J _ ul _+-_�� C 1 GGQF.ryy'Y�� No 9518ES =
0 FIAT TOP = . STA 7+73- 21'RIGHT F• F• ��f .-'S'E O� L
- - - - - - T - _ - -=ST RM SEWER yy2 /NEER
OPzwNC S T ELEV
_. -- 4640 STA 8+Q,5- 5,RE TT. = . 1�Iv �- FT
..
_ 5 tso-_ I i INSTALL CATCH BASIN
STORM SEWER 1 L� PER C.O.B. STD,DWG No. Sheet 3 of 5
TBC ELEV-4640. 0 I�' I 02529-12 AND 2529-13 640
_ - F.L. W= 4638.40 ��A
li 51.25 OF 15"
INSTAL LL CATCHOBASIN I I Z ? ,iF z/1e/D2
-4635 PER C.O.B.-12TD.DWG No. RC LF OF 15' " e/16/o
36" R.C.P. INSTALL 63.5 L.F. OF 15" RCP g ppNp
ASTM C-7 t. PIPE TO WEST AT 0.25%SLOPE EL 4637.50 g
RCP 0.25% - .. CUSS 2 I 62.5 O 0.25% "r `�' `` �' /n/�
02529-12 AND 2529-13
F.L. W= 4637.53
INSTALL 31 L.F. OF 15"RCP Cb `�m e T/or/a
PIPE TO SOUTH AT 0.25%SLOPE a' 3 nu/I2/a
s: e Vle/os
�i
_.__...-._..-.._...,_ DATUM ELF.'V W PLAN VIEW - STORM SEWER 2
-�- 4630 00 `J N.
PLAN VIEW - STORM SEWER 1 o SCALE: 1"=50' DATUM ELEV_ ZV]
BLOCK OUT FOR-- FiT 7
�! dl SCALE: 1"=50' INLET PIPE
4630.00
-
m
1+00 U+SU U100
1+00 0+00 '�
cc W t
�S
1 \ _
� 3
STORM SEWER PROFILE all �g
9" SUMP 2 STORM SEWER PROFILE 82 W
C1.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-O' VERTICAL)
• C7.2 SCALE: (i"=50'-0' HORIZONTAL) (1"=5'-O" VERTICAL)
C PRECAST eBASE
,". o.o. -I W W
�138' STANDARD STORM DRAIN INLET 5°eP� �a�' r
C1.3 SCALE: NTS C.0.8. STD. DWG.N0.02721-2,DEC. 1999 Ox'L,�ST�'Q0 P.�,aOryy,50y WWI 0.
�a�,�hry�y �� y�o'fD ►-1
-------- 46 0 W I 4g \ °x�y
0 - S \ \ 4640 Py
TMn
BOT. POIS D STA 12+68 - 21' LEFT I I.•I I _J - \
EL-4629. STORM SEWER #3 fWI - - - BET. OND
TBC ELEV-4638.21 EL-46 29.5
37 F OF 15" F.L.CURB=4637.71
RC O 0.25% INSTALL CATCH BASIN 28 LF OF 15"
--- -- 4630 PER C.O.B. STD. DWG No. �kiA
RCP 0.25%
02529-12 AND 2529-13F.L. ELEV= 4635.27 - 4630INSTALL 38 L.F.OF 15"RCP _PIPE TO WEST AT 0.25%SLOPE -12+33.65 - 21' RI T
DATUM ELE_V I I' TSBC TOR EILEVE4638.4446p4 O
4625,00 [ INSTALL CATCH BASIN 4625.00
F.L. CURB=4637.94 DATUM ELEV f�
m o I
PER C.O.B. STD. DWG No. o n n n yj
n 02529-12 AND 2529-13 N N 6
F.L.ELEV= 4635.50 Ry n M) M
a ~ INSTALL 32 L.F.OF 15" RCP a a a a
_ PIPE TO EAST AT 0.25%SLOPI
0+00
��'�, O+OG 1+00 1�1 zQ
3 STORM SEWER PROFILE p3J a Q
� ' STORM SEWER PROFILE •4
C1.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) PLAN VIEW - STORM SEWER 3 81 4 c1.2 SCALE: (,•_��_�• HORIZONTAL) (1•=5'-0` VERTICAL)
SCALE: 1•=50' O O
9�OID DC\O1 BnCR Ci CURB (� O
SIDEYINX .ounwn ilONLNi[ 0� pa -510��a a,} ' `
Soyo\� gk6k6 o�`hrya6 V
pp EMNSgH Join*
b. u1"o
J'pO�,Qy�O
y1
e• Ja sEE so.ow"u'nnc ozsz�"-rilcw.sE owr) �ryo2. OM
�,��.1'q OFy H NEE BO% CA I`- °�v w
_ camucna Jars
�n DROP aRe NUD � - - - � - -
RCD SPM1E a((SOLA DD'vER[11_T�RFN-N )I ( W.SEON,h,ER LME �• Fd -400.i ---- ---- O
RRN SME a fRNIE lat Il''It�E=)N I K
-'.STA 1 45.25- LE -
PLAN VEW 4630 DRAIN E CHASE A +45 f5- 21 RIGHT I�
I,TBCI E =4631.59 ST lilt
ORM SEWER /5 - •^I
,�srrlE s saio )TRExcN F.L. C B=4631.09 I R TBC ELEV=4637.59
DE wmr smE a 4wuE(a EAPgONEB waE1 INS L DRAINAGE CHA F.L. CURB=4631.09 4630
/ 01a' ,iL BOT. POND C.O.B. STD. DWG No INSTALL CATCH BASIN BOT. POND
f REomREO / �PwtSgN AdM EL=4628.00 _14 PER C.O.B. STD. DWG No. EL-4627.60
02529-12 AND 2529-13
EN= 4631.09 27 LF 15"
• vac couERE F.L.ELEV= 4628.62
INSTALL 32 LF. OF 15'RCP RCP PIPE TO EAST AT 0.25%SLOPE
Lip CWSC END OT R PER S D.dUN M OfeA-13
a SECTION B INLET CHASE --- - 4620 PROPOSED WATER
si Rco srnE s(saiO co.ER T SERVICE AND LOT 1 DATUM ELEV _-
4
Dom, nnN smE a iRWE(aR Eawi o o FIRE SERVICE
4620.00 Drawing Date: 8121106
EW/JISHIN Jan--- uuExsnNs.•rJo n-TT.sae LP -+-- - - 124,299 Sq 0 0
r
To BE ocTErtx NED e<E-EER - ED
N BwsE couRSE- esEu aN zs vuR EVENT an No _.------- 2.8535 ACT
LESS-C,T cwe.-N. 0+00 � �;
coNaxTE S-RE u DDO a a
ATSt BDET 00-TO f E I .
6} iNSTwWnDN REOIMRES 5 1 � � � J I I ' 81ABlm2-
arr soexux PEANTT
�o ry 7
0+00
SECTION A DRAINAGE CHASE PROFILE • 6 STORM SEWER PROFILE #5 AS-BLULT
PLAN VIEW - DRAINAGE CHASE 1 ST RM SEWE 5
C1.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) SCALE: 1"=50' 7/27/06
C1.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-(Y' VERTICAL)
02337
0
STORM SEWER k6 o
STA 12+�5-25'RIGHT --- -- -- - _. _STA 4+85- 25' RIGHT r a o
__STORM"SEWER #7 STORM SEWER #6- - -------�� --- ---- -- _I I Of MLW)•'y
TBC ELEV=4640.70 TBC ELEV=4640.61 �mN --- 1 " P�� qN,\`
F.L. CURB=4640.00 F.L. CURB=4639.91 Z)a w _Ja
INSTALL CATCH BASIN INSTALL CATCH BASIN
MARK A.
PER C.O.B. STD DWG No. PER C.O.B. STD. DWG No. I o.U)¢ ao' W III 4 I
02529-12 AND 2529 13 02529-12 AND 2529-13 } o CHANDLER
�N W
F.L. W= 4637.54 F.L. W= 4637.44 z o o om ,ot En I u�,;No 9518ES
INSTALL 51.5 L.F. OF 15" RCP INSTALL 51.5 L.F. OF 15" RCP O
I IIIPIPE TO NORTH AT 0.25%SLOPE\ PIPE TO NORTH AT 0.25%SLOPE 1 ��N �v Zw I ;' 9�E /c s "`p
�
o`i q - FIGHT OF WAY 'o r`
r a <
269'44'25" �._� j n o 0
- r m o Sheet 4 of 5
-"� 6\+ PROPERTY UNE 400.06
( dlcated on Inor u BEGINNING P m o RMS�Syz SEVER~�" S SF C
m • EDGE OF P IAN A ,.- .,1dit.
_ _ _ Hulber n e s TL,1
- -"--- - - NEW SSMH 1 LINE FQR THIS PROJECT ,_ - - -- - ---- r _`c ¢LoI/w
EWW463225_.. ASPEN TREES - z;vt, / or. Sec. 26 _
NEW 15 SS ;
RIM 4641.00 21' 3 RIM 4642.90 - - - - - - - - �Fnd 1 3/4" Iron Pipe with ytz/n/a
T� Hu l b e t L V e- _ m FL. W ,63>55 - - - - �L .ate
__ _ _ _ - �`- - --- - Brow p
-�; - z F�-463i75- S =
--- I E�4632.15 FUTURE C _AN�GUTIER� w
-- Z FL.S= 4631.92 � � `
PP - - - - - - - --
UTURE RIGHT OF WAY � = STA 7+73 - 21'RIGHT � `$$
U p�., gTA 8+�5 53 R {L a X�EALL
RM SEWERt2
`OUY WRE STA 4+86- 25'LLFT [� ELEV=4641.56 14LQ
3
O STORM SEWER pp1 L  _ -) �' 3CURB=4640.86
TBC ELEV-4640.70 CATCH BASIN _
F.L. CURB=4640.00 PER C.O.B. STD. DWG No.
INSTALL CATCH BASIN ] .. 02529-12 AND 2529-13
PER C.O.B.STD. DWG No. Imo. F.L. W= 4638.40
02529-12 AND 2529-13 INSTALL 63.5 L.F. OF 15"RCP
F.L. W= 4637.53 PIPE TO WEST AT 0.25%SLOPE
INSTALL 31 L.F. OF 15"RCP 0,2
PIPE TO SOUTH AT 0.25%SLOPE
�fLl
PLAN VIEW _
HULBERT LANE x�•,0 xy
1 kti ��4fok�' SCALE. 1"-50' A6yt.•--. .. �, `FO --------------_�--
PROPOSED GRADE ���PF'F�� C�
4.�2JQ0
G
cr}. EASTING GRAVEL SEWER JESS ROAD
FUTURE GF AIDE ---------- ---. 4640 O�/
b r x1I�M' FF:1 O\
W
----•4630
ZW
ZO
FQ
X�
W
- DATUAf ELEV
4625.00
O fO O ID N O Ol O O n O O O O O M f0 N e'f N n m
I� Oi Oi O O cV N O O O 0 O O.
n n n n w a a v g w g a w a Y a e a a a g g g a
__....------ - - -- -- --- - - O
15.00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 +00 4+00 3+00 2+00 1+00
(::�1 CENTERLINE PROFILE
C7.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
NOTE: TOP BACK OF CURB ELEVATION IS 0.32' BELOW CENTERUNE A
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
Vl O
R/W PORTION TO BE CONSTRUCTED �T LAW PORTON TO BE CONSTRUCTED
LINE THIS PROJECT - IN FUTURE
50.00' - r
O o 1• 5' _ 19' 25.0' 25.0' t9' 5'
�
41���00rLgF VqR/es /4" 37L SLOPE 39,SLOPE 1 4" T vP tEs y�,y� Q,�GryO�
SIDEWALK -.____ -__ SIDFWAI-K 0 g1G,�p'ry,la
Ox`I. 4y''\\QOGP 5�0 h� x'l• �00GP 5�0'y
4 v 0'P 3'ASPHALT CONCRETE NOTES`
^' SURFACE COURSE 1. INTE RAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 ,,
Q'0 A J 6"Of 1 1 2 MINUS 13'OF 1 1/2"MINUS RESI$ENTIAL DRIVEWAY APPROACH. Q��SP 0 4 k6� W
.140* J~ GRAVEL BASE COURSE GRAVEL BASE COURSE 2. SIDEWALK AS PER C.O.B.STD. DWG.02529-10 AND 02529-11. QF.,tig'L�3r' J�
O�,• x UNDER CURB AND GUTTER 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC. 02223.
E' O 18"OF 6"MINUS PIT RUN
t�Y � (TOP$OILING h SEEDING ON CUT @FILL AREAS ON O v'
c PROPERTY SIDE OF SIDEWALK) F' v
-- COMPACTED SUBGRADE- 4. GEOTE%TILE FABRIC WALL BE USED DEPENDING ON SITE �7.=(
m CONDITIONS AS REQUIRED BY ENGINEER.
3
4�HULBERT LANE SECTION O
i C7.3 SCALE: NTS
4640 I STA 12+25-25''RIGHT
BOT. POND I .STORM SEWER M7 STORM SEWER6 I II 4fi40 BOT. POND
EL=4637.40 - 7• STSTbRF.+� RS'RIGHT
TBC ELEV-4640
0 - --- ---- .. EL=4637.30
F.L. CURB-4640.00
51 LF 15' INSTALL CATCH BASIN TBC ELEV=4640. 1 51.5 OF 15"
RCP O 0.25% I PER C.O.B. STD. DWG No. N WLTCURCATCH9.91 'r RCP 0.25%
02529-12 AND 2529-13 PER C.LCO.El STD. DWG No. I
F.L. W= 1.5 . OF 15"IRCIP 02529-12 AND 2529-13 1l
. �PIPEINSTALL TO NORTH L.F.FA 0.25%SLOP F.L. W= 4637.44
INSTAL 51.5 L.F. OF 15' RCP q
4630 I PIPE TO NORTH AT 0.25%SLOPE
q --� / 4630
o 0! ,n Drawing Date: 8121106
of of - - - - _ o m rn
0+00 _ .._..__ _ _ ---
E SSA1.00 ASPEN TREES F p S '_ _ 0+00 ABlm3
RI N6414, Hulbe t L ane IS PROJECT - SEWER V n AS-BUII.T
2 STORM SEWER PROFILE N7 4I°s3'f.1$ FUTI - - - - _ lber _- e s 7rnio6-/ STORM SEWER PROFILE •6
C1.3 SCALE: (1"=50'-0 HORIZONTAL) (1 -5-ur .:I ". PLAN VIEW PLAN V ♦� n $ o I. C7.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
SCALE: 1"=50' SCALE: 1"=5 #02337
PIPE TO NORTH AT 0.25%SLOP <°D N 01 F
ZD. VI
On F
From.one co�,er to he.doer Cmrd No.52441,MCI w5 forme. _ RI T OF WAY to w N w N !�� ',H
w5A-p pr FCo n2 form. n2-B toter.C.-.np n<". p 4 - x di 9
L _ - - -- -
ANDIM
Aelu.t L NOT e:N "'twt.een mpnnom e«6one manhole my �.._ _ - q0_
cn S
S v
too sect joy-d o and se.r"pi nto-iih le.non a r-1 -ry� �'' - ao _ 8 ----- �4 MARK A.
� ,''
watertight Jo,i,moleral�-0 ''Ram Nek'.'.4upl I - -- _
N t---� EDGE OE3 ViN A v^ m�r<F 4� ;S MAIN- 9 REC I6TLPE�
far al joint...teat e.t.sen sass.vv one menMle.ell. / - - - _ <
EW SSMH-2 rl 1REES N W 15 5 _ ,NEWS H 1 LINE FOR THIS PROJECT _- I IR n M r, ptA,
r-v- RIM 4641.00 21' RIM 46 2.90
_ Hutber l I,�rne -I{ —
S S near �--- FL W=-432.25--- _ _ -I I
4r-a L E=4632 15 FUTURE C GUTTER
Pr.cmt r,W,r-oopo.<t<mp-W Sheet $ of $
1 ace--t,k c n.top-Oixtww Ili
woha..tl.e al ortlpnca an ASTM eaeipnetio C-476.
. •� PLAN VIEW
f s ° U Rig caa/le/o:
o'g1;�O\ghy SCALE: 1"=50' 4i�Ffi}S�lti S� 1`° ti ✓, 2 i/2v%w
•"; �: r'. Z ti ryy, � �� 5 'ti'
\ v eQ cR HULBERT LANE 0 a 05� 9rc s x� c?>`'�s°
w rW 7 CS ?� ,(�•i,
—. ......
C^�. cry o yOQF 4°F�yd(rqo ti =
PROPOSED GRADE ° . Va� h m
6" SEWER SERVICE psi wU]
LT RT - - --- E STING GRAD
pp i
-I'=4-X `"""""'- fle.mle ypahelea root(trpKp J - -�� - _
ii �
for prxpat oases xe a<m�p 6+00 --. -I _-------....- ---— --- d °:
p 7+75 0.
cnppnel-ae.pt iglu. 11+00
e<pet or powad-in-place oases NEW 8"DIP - ------ - ----- --------- _ �3
e
court-in-place np�e,m
14 1--1'-�c-c I on 1.IhicMnsae low Ipipea e - F.L. = 35.05 _ U
B inches.N pal opee.m,n�mu --I2 FISTING 8 DIP I $ W o
Y-4'eb. tnichneaa i.6.thee.ell op+cam F.L.=33 83
r.Io.-d o..nosh.
n.el eel°f �I 3D4 LF 15" SDR-35 PVC SS® D15%
men 366 LF 15" SDR-35 PVC SS 0.15%
-
w EXIST. 30 LF 15" SDR 35
NON storm o.oin mpnnol<..nau No zw PVC S O 0.15% E ST. 4
—1 h-fo.m<d pn.pones d Ina aQ <
p p+en.npu h<7 Wien.. .
tnon nettpm of mannol<. a
sr.crllON A-A va n�'gf Oaillge1 YIg1�7 aan`g <aM� 2Oa0
l♦t a7aas7 Cars7 41
Oo 6D
�O
SANITARY SEWER MANHOLE N
'
j < /w cli
C2.0 SCALE: NTS C.O.B. STD. DWG. NO.02722-1
12+00 11+00 10+00 9+00 7+00 {i`, 5+00 4+00 3+00 I+al
NOTE: ALL MANHOLES TO BE 5' IN DIAMETER , SANITARY SEWER PLAN AND PROFILE
C2.0 - _ - -' VERTICAL)
QI
SCALE: (1 =50' C" HORIZONTAL) (1"=5' C
02529-12 AND 2529-13 I z o I 6,-,
F.L. W-12 AND 2529-13 Z 1 ¢ ow
F.L. W= 437.54 F.L.W= 4637.44 ( C oo nQ
INSTALL 51.5 L.F. OF 15"RCP INSTALL 51.5 L.F. OF 15"RCP ;may J+ NU 0w
PIPE TO NORTH AT 0.25%SLOP PIPE TO NORTH AT 0.25%SLOPE T�-11
U __- - v r� V-x1w
tow W
o l 413-
NEW RIGHT.OF WAY " ^ Ig Xw w In
�..�Y wfn
- _ 3 'p N - v - 'aarTm- ( M ILA---- O
EW SSMH-2 ASPEN TREES NEW 15 SS m NEW SSM -1 LINE F - IS PROJECT SE R
I RIM 441.00 Hu l b e t L EL
ane 21 w I,q,RIM 4642.90 3 �p-- -
-� _ _ _ gym._ FL_W6 31.55- _ - - - - - - - -
W-=43225-- - - - - -- --- - - -�'- — — 2GL — — — c n I,4 II -�
.�466-3T15 - - - - - - - FUTURE GUTTER !w �E 31.92 CIO
z FL.5- 4631.92
PLAN VIEW ry
SCALE: 1"=50'
A
d' Ory �J�° JOy Jy1 ry^\Oi'
p.,
-o
O
�aO � 4r• 0' � P 1f \�' P
� b, 0a P .•,�vJ'�
9 ° p\ry /\<�eO+ ebb
P
o HULBERT LANE tiP`'�P .� F�� �, . ? y 0c, �° � ►t� �P� e
-S`\ ap P�j4yO O \PO--
Pa'S Q' Try^ O
1-1/2" WATER SERVICES PROPO GRADE � V1
LT RT EXISTING �7-(
6+12
7+87 O
11+12 O v0-11
U tO ,)°U INSTALL 96 L.F.OF 2",4'z8'
PINNBOARD INSULATION 0.4
16 INSTALL 36 LF OF 8' ASS 51 D 1--- --
F.L 35.15 F.L. INSTAL. 420 LF OF 8" CLASS 7b -
hEXISTING 8" IP
F.L. 33.62 '�Q NEW 6' SERVICE ; 6 F F.L. 33 0 TO =REL
�y� �F.L.=34 0 � {��' .�O N 6'SS SERA NEW 6' SERVICE T VERIFIED
.�Q\.+y�j1PjS F.L.-32.93 F.L.=32.57 -
y(W 1Ci e O�t� 0x
LR
o n♦ n Q�n n a ao gN Drawing Date: 8121106
n w In o Mo Ic!in qllow 0, O n C w wit !9
M0 M a'M 0n0�n
s a s� a`g eg 7poM f
12+00 11+00 10+00 9+00 r' I:.' 7+00 r. 00 5+00 4+00 3+00 AB20
m NOTE: CONTRACTOR TO INSTALL TEMPORARY CORPORATION STOPS 2' FROM END 2 WATER MAIN PLAN AND PROFILE
OF ALL DEAD END STUBS FOR TESTING AND FLUSHING PURPOSES.
N AS-BuM'I' REMOVE CORPORATION STOP AND PLUG LINE AFTER TESTING. C2.0 SCALE: (1"=50'-0- HORIZONTAL) (1"=5'-0" VERTICAL)
g 7/27/06