HomeMy WebLinkAboutFF Subdivision - Grading and Drainage Plan 4-30-19 SURVEY REQUESTED BY OWNER TO CREATE 21
LOTS AND 7 OPEN SPACE PARCELS FROM 1
EXISTING LOT WITHIN A PLATTED SUBDIVISION.
TRACT 1COS 11146
I i
OWNER: Springcreek Village, LLC RID HoidI g 152 Inn 2-78 LOT 3A
DEED REF: Doc. No. 2045559 '
Minor Subd. No. 365
S Creek Villa
LEGEND l i � pang ge, LLc I "
(R) RECORD DISTANCE OR AZIMUTH /
(M) MEASURED DISTANCE OR AZIMUTH
FOUND r REBAR WITH 1f" PLASTIC CAP �L' ______________ ___________
MARKED (CHANDLER #9518LS) OR AS NOTED. - --- ------ --- ---->`-- --------- ------- ------ ------ -------- ------J .1_ L-- - ------------------
SET K' REBAR WITH 1 9" PLASTIC CAP ��t -}} 4ao39s °1r
MARKED (C&H ENGR #9518ES) -°."-,..„-°.•-°.,-•• °..„-°.. .,, .,,-."l'LTGGI.CIn. °"�°I'°�� " ..- . ...,- ,.-.. ..-•-. °„ •" _.9 •'--.,.
PROPOSED LOT BOUNDARY asoS a CONNECT To EXISTING q _,a
EXISTING) 8"WATER STUB .,ST.)
SURROUNDING PROPERTY LINE °s
Al
-- ---EASEMENT LINE - ---------
EXISTING UNDERGROUND ELECTRIC LINE ---. _.-._-.-. - COMMON OPEN SPACE 1 I 1 - + ' 1 r _-
<a ^� EXISTING GAS LINE j 14,148 Sq.Ft # LOT 3 T ' ` III COMMON OPEN SPACE#2 it
EXISTING UNDERGROUND PHONE LINE ; o3z4e- __�j 1 22.689
az Sngo+gs� � 1 (.L. __o_3o4snoraa.� i � I
EXISTING FIBER OPTICS LINE ��
EXISTING 8" WATER MAIN DEFIH-,.6 II -
o _nsoo sa a Ms® ®g T o®� Eg g®� Eo ofl Eg _ _
B4 B4 EXISTING 8" SANITARY SEWER MAIN Mue - _ sPA RESTAU�RANT/BAR
LODGE LODC-E �.yrc�,rU ga,ly LODGE II aWA
°" •" PROPOSED 8" WATER MAIN a FaND` uNIT A UMT E LODCE 2
I UNIT B I i UNIT B II
B4 B4 PROPOSED 8" SANITARY SEWER MAIN Lot 3 I II e�I -{,,a00 as R.
ss •° PROPOSED SANITARY SEWER SERVICE Minor No. 340 Ii-- qr' -+ebaw
• PROPOSED WATER SERVICE j j II
II 2 U (a. ) (o. ) (5.1) (oa ...... (0.6 cR c II II
r-PROPOSED FIRE SERVICE V , -
® EXISTING SANITARY SEWER MANHOLE ° ' (Dean
® 81)
PROPOSED SANITARY SEWER MANHOLE 0` `h. fin. `'ti `1,m.63 ( II z
EXISTING FIRE HYDRANT UNTGC
I:
T 1
y� -------rfi -- I m oeso LOT 5 I II I
�-C PROPOSED FIRE HYDRANT • = n
.288 Sq.R. n08.50 0:J.0) 45.2(0. ) m
I>a EXISTING WATER VALVE m l t 39 S^A``
j - ,(5.1) (0.9) J�l a
Iw PROPOSED WATER VALVE , _. -- a
(c_ n
qa PROPOSED BIKE RACK �i SS Ls)
® PROPOSED ROOF SiORMWATER PERCOLATION BASIN
PROPOSED DRAINAGE DIRECTION o j 1, uNrDr e,lti �No¢ LOT 2 n LOT 4
II o OBSO) 3],968 Sq.R. 3],9fi8 Sq.R. ( 0
x(o6.3e) PROPOSED SPOT ELEVATION T_ .;
1� G® 88 88 ®8 o®gg ggE o.a]1e Aroe (oe6 se> o.a]1s AreaxQW6.39 EXISTING SPOT ELEVATIONBASIS FOR AZIMUTHS FROM NORTH: 9MINOR SUBDIVISION NO. 295A 't 05.92 (J.1s> ( .4c)- oast) COMMON
0 10.65 1016 9.J•* •„ o1 -•re�ez) OPEN FSPACE 3
0s,00) x(o6.3e) 'f MNLBox�Loano -^� (oe.za) x(°9.aJ) 7,,7 �-+ msrn 04 S,[N45'00'OO'E] BEARING COMPUTED FROM w - ® 2eLd St (I 1 U °> Nc 9= 05.92 (07.10) (07.40) o 11.59 nl`� nl`(I i- 10.67 1AZIMUTH SHOWN LEGAL DESCRIPTION a os. oe.6,) (Oa.aJ)Lot 4 = m m. o S(0 0 s) (1
Minor No. 340 7 }
LOT 4,MINOR SUBDIVISION No.295A O ) '.CUT CUT CUT
2 m F
SW 1/4,SEC.10,T.2 S.,R.5 E.OF P.M.M., rn L. tit: LOT
CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA t"" o
17,852 S.Ft. 2 sray 2 Sq.Ft.
0.4098 Area RETAIL/OFFICE RETAIL/OFFICE 04098 Aroe
SITE DATA BUILDING auI DIN ' N --
SIOI01 VNNTEIt S)X(0650 06.98)�(.(0738 oa39)X(08.09 tAae sn.R. I BUI R - 12.3])X(12.3J 12`.31) (12d1 12-25)x(12.25 °
EXISTING ZONING: B-2 RESIDENTIAL OFFICE DISTRICT REIFNIgN Pp0 S (os.zz) i (o].z6) L. (12.07) (1�1) (165)
B-2 BUILDING SETBACKS: FRONT 7' `� 09.34 09.34 _ F
rBEr a wo rcWm-Leis as (°X 7) -.._-. (oes3 124JSIDE 5' eo1,wwOF-DD--uo. 5) (0sn5 On7) (°,e oes3) i, (t +) (1 5) (IREAR 10' ft e) (1..20) (12�14) LOT j
B-2 MAXIMUM BLDG HEIGHT:
Minor Subd No.295
3:12 OR GREATER ROOF PITCH-44 FEET $�
LESS THAN 3:12 ROOF PITCH-38 FEET -'' 0. .Q " Spr ngCreek V'll0
AREA OF LOT 4=869,548 SQ FT T OT 3
14,51 f. 1 sear w/uEIIuac i slay w/uExzalxE 14.510 Sq.Ft
AREA OF HARDSCAPING=471,495 SQ FT (OJ_]0 ( 9)331 Ares COMMERCIAL 10.01 10.01 COMMERCIAL 0.3331
AREA OF BUILDINGS= 157,371 SQ FT .o) eU,U0,NG BUILDING
AREA OF LAWN/LANDSCAPING=240,682 SQ FT (07.41)X (.64 ( `) �(tz 37 (1 n) (t21h1)
PERCENT SITE COVERAGE=72% - LOT 4
PERCENT BUILDING COVERAGE= 18% 49,757 Sq.Ft. - 48,378
PROPOSED ONSITE PARKLAND EQUNALENT=_ACRE i.t423 (9 q 1 S 1.11 8 res a F
PROPOSED ONSITE OPEN SPACE=28,269 SQ FT 12 15 1
9. � 1 t S (2.0) p
PARKING CALCULATION a 10.68 10.wor
4
Block l 4 BUILDINGS(PROPOSED) • LOT 3 LOT 2
+slat/W/uEZJ.NNE 14,265 Sq.Ft.I srav W/1czJ.wNE 1 emar W/`E MI1E 14,265 Sq.Ft. I sTan W/ME-Im . COMMON
1 -BANK 0 1.0 SPACE PER 300 Sq.Ft.FLOOR AREA=27 SPACES a XC.OMMEICIAL 0.3275 Ares COMMERCIA COMMERCIAL 0.3275 Acrea COMMERCIAL OPEN SPACE 4
1 -RESTAURANT 0 1.0 SPACE PER 50 Sq.Ft.FLOOR AREA=34 SPACES p wBUILDING BUILDING BUILDING BUILDING
2 -COMMERCIAL BUILDINGS 0 1.11 SPACE PER 300 Sq.Ft.FLOOR AREA=50 SPACES Z nD sa.R. e.ma sa.n. ae12 sq.ru Aaz4 sa.n. - e4 Sq.Ft.
0.0019 Area
SPACES REQUIRED=111 SPACES 0 (SEE DETAIL B THIS SHEET)
SPACES PROVIDED=158 SPACES Q
r
Block 2 4 BUILDINGS(PROPOSED) I t4. 1
2 -RESTAURANT/BAR 0 1.0 SPACE PER 50 Sq.Ft.FLOOR AREA=181 SPACES r -- - n2
2 -COMMERCIAL BUILDINGS 0 1.0 SPACE PER 300 Sq.Ft.FLOOR AREA=49 SPACES „�.� tz.1 �y"�-�r/�.�"� z.ez 44) rys.4
-----------<=9. X(13.90) (12.6 ( .36 `% 12. ) Valley C ans Dr2v�e
SPACES REQUIRED=230 SPACES _ (126e +.a 51UP
SPACES PROVIDED=166 SPACES (,3.n = 1ze 2.82 ) 1s.4 _
� c
Block 3 4 BUILDINGS(PROPOSED) 1 z - 1237) (12- =-
3 -COMMERCIAL BUILDINGS 0 1.0 SPACE PER 300 Sq.Ft.FLOOR AREA=68 SPACES - m
1 -RETAIL/OFFICE BUILDING 0 1.0 SPACE PER 300 Sq.Ft.FLOOR AREA(RETAIL) 19 SPACES = COMMON
0 1.0 SPACE PER 250 Sq.Ft.FLOOR AREA(OFFICE)=23 SPACES j r _ " OPEN SPACE 5
/ ,star w/ME.A E ,sear w/uEiLwyc w/umAxuc
// COMMERCIAL CE MERCIALNN COMMQtaAL 1 COMMERCIAL
$PACES REQUIRED=110 SPACES w a UIILDING BUILDING_ z11 511 e UILDING BUILDING "00,9 Area
SPACES PROVIDED=114 SPACES .1 sa.R. _2 sa.r 1 S S sa. 4e24 sa.PL (SEE DETAIL B THIS SHEEN
Block 4 4 BUILDINGS(PROPOSED) C S a
3 -COMMERCIAL BUILDINGS 0 1.0 SPACE PER 300 Sq.Ft.FLOOR AREA=69 SPACES
1 -RETAIL/OFFICE BUILDING 0 1.0 SPACE PER 300 Sq.Ft.FLOOR AREA(RETAIL)=19 SPACES 11319i9 \
0 1.0 SPACE PER 250 Sq.Ft.FLOOR AREA(OFFICE)=23 SPACES 1.3) (]. ( I NG)
q ( ) la-+ - _6 d C R C T
I I 13.J2) ' e ' a I e � , ,o , �
SPACES REQUIRED=111 SPACES I :I Ra cur {,OT 4 (1 62) (n27)(14.59 LOT 1 (3.J5 '^'- X-q•swE X
SPACES PROVIDED=114 SPACES 35.176 Sq Ft "^" 32,487 Sq.Ft^^^
0.8075 Area __ 0.7458 Acne (17.97)
Block-5 17 BUILDINGS(PROPOSED) Sil MA1FR -1 - (1 (n.s (t].9 U s)
1 - SPA 0 1.0 SPACE PER 400 Sq.Ft.FLOOR AREA=9 SPACES RE"Bo ON P'010 S ` )Frye: . pL :ee) )(tr. a4)
1 - RESTAURANT/BAR 0 1.0 SPACE PER 60 Sq.Ft.FLOOR AREA=35 SPACES Mew a 1n DEvm-i,ex s4 a I -- -
1a. a n ss N I
1 - LODGE(CHECK IN)0 1.0 SPACE PER 400 Sq.Ft.FLOOR AREA=3 SPACES
14- LODGE BUILDINGS 0 1.1 SPACE PER BEDROOM(60 BEDROOMS)=72 SPACES �7 -
a0 0M a Pao_b,„ LOT 1
SPACES REQUIRED-119 SPACES 4ai5 \ ae]sq.R. 33,$Di 9q.R.
I m � � � \\� \ � 0�8 Aroe .7]14 Aroe
SPACES PROVIDED=137 SPACES
`cRen[1..s 1Ja]�RA0�IJ3] 16<9 16.49)... 1e.ao)X(te:Jo teas)XC1, 18.0°> (1e:o° nao)X(n.oe _
STREET PARKING=72 SPACES �/ (t 6.st 18r]2) 8.05 (t JXiO) (1]38
TOTAL PARKING REQUIRED=681 SPACES LOt rJ ,'• .M'(16a5 tJw2) (tvOJ - m m m - ` m m m m m
II taco) ry6ss 16.7z) (n.07 (n.e9)Io (1x.° c�(17.081leas) a
TOTAL PARKING PROVIDED=761 SPACES Minor No.340 t CUT - I� .�
II - (17.89)I mI 18.]5)
5` 5 T 2 e
Zv SWIW WATER ` (1.]L� ! 48,414 Sq,FL m LIT 7 -14 Area
IEIFTIIION POND 4 308 Sq.R
I
uwAe Evm-1AlD sy� (1Z22 _ 0.92X3(19:12 Itt7])X(1C]] t8:42)X(ter42 X a a
Dona a wro-w+ i Ufi.az (18.a (f8.12 (17XM)
4%LOT 3 w LOT 2 - - -
48,182 Sq.Ft. 40,490 Sq.Ft.
1.0602 Arca p` 0,9295 Ares _ 1 _ Ik •ss- `$
0 J.0 p IJ.J 5 I�.. g ` 1 (J.5
x
a S V
S 2 7
y WA.ET/BAR 1 srar R NT/B ME 7 q
RESTAURAN`/BAR RESTAVRANT/BAR n
9.x19 sa &J92 sa�n.
\ 19.46 48 4Wl 0
23.
Scale In Feet -_.--uw4E- - -- - -
a1•D1-�3 reET
60 0 60 .`----- AaAe ID-aWm-ve sq
18 0 18 a za.1 ,s
Scale In Meters __ _____ °«
OPEN SPACE 7
--
GENERAL NOTES D00695 �` - coMMON
(SEE DETAIL C THIS SHEEP) (24.00) 1,
WO Ft'
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. g y�-a y�-a MATCH NO 0.0089 Area g
Hu.1 J fine an l 1` (SEE DETAIL C HIS SHEET)
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND�PECIEKAIlOhS__SNALLEE_MADE _ _ _ ` _ _ _ _ _ _ E_xlsnN_G 18'_CSH_'s__ _ _ _
WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN (U.S. Highway No. 191
ENGINEERING DEPARTMENT. Film 78, Page 1707 R/W 1`
------------------------------------------------- ---- ------------------------------
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE LOT L
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FORExlsnuc az"csF Minor Sub. No. 313
ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE R.F.Kountz
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE
ENGINEER (APPLIES TO PUBLIC SEWER/WATER MAINS, STORM SEWER, AND STREET IMPROVEMENTS
ONLY). e"
roPsol
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OrP.)
OF CONSTRUCTION.
CONCRETE SIDEWALK WITH 3/4- ys m
CONSTRUCTION JOINTS 0 25-0'O.C.
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO AND CONTROL JOINTS 0 5'-0'O.C.
BEGINNING CONSTRUCTION.
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. SPHALT PAVEMENT o 0 0
(AS SPECIFIED) 2%SLOPE OR AS SPECIFIED IJP� 00000�00000000000�0�000�0�0�0�0
000000000000000000000000
7. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. anP 000000000000000 0 0 0 0 0 0 0 0
2%SLOPE OR AS SPECIFlED ��
8. THE INSTALLATION OF THE SANITARY SERVICE LINES ARE THE RESPONSIBILITY OF THE UTILITY /fs�rJ,y
CONTRACTOR FOR THIS PROJECT. 4
I.OF 1"MINUS GRANULAR FILL
9. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE MAINS TO THE BUILDING(S) IS THE coMRAc1m SuecRADE
RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. SEE DETAIL
1. aaEme.ar 6...�,.,. 0.n•II..mmn a...6�,02=(M.ew.ems. 3i.•�) ml.lmam ,re'.
z ,/�a as°:mlou�a'iMn'n n«a a°nNy°',•r.wl.•Ima.CONI r2 pan°,'.'"wm•am m-,00,.--Im.iwm. rn•
10. ACCORDING TO THE CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW I awn m+n.<aro..a uw...
PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR EACH NEW BUILDING SHOWN. TYPICAL SIDEWALK CURB DETAIL _ •�^ °a m, . «.City En�r ar Ma m�reMaMe.
1 a a°a�""' Dux I-S_
C1.1 NTS aa+M.nvla<•mmt°°Nr°iKk'.'wrt•e�maybe wee�iw u.yrawl eaw.
11. 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. ! 1 CONCRETE CURB AND GUTTER DETAIL
C1.1 SCALE:NTS C.O.B.STD.DWG.NO.02528-1
12. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL
SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF
APPLICATION FOR SERVICE.
#11019
PRELIlVDNARY SITE GRADING &
PRELM NARY C& I--I ^az
e DRAINAGE PLAN M ��a _;
10
■MIA LOT 4 SPRING CREEK VII.LAGE RESORT SITE GRADING & Ro o x
DRAINAGE PLAN Engineering and Su veNIT 5 Inc.
\ ENG/N£ER: Phone
St necidge 111•Bozeman,MT 59718 C4 ( N A
CITY OF BOZEMAN, Glall.tl.t TIN COUNTY, MONVTANA, CNS Phone(406)587-1115•Fax(406]587-97B8 m O SURVEYOR�
\ DRAWN.• wuvv.chengineers.com•info0chengineers.c0m
C. GNS