HomeMy WebLinkAboutLaurel Park Condos r
LF r END QapNTAry,90
FOUND—REHAB WITH 1 114 INCH PLASTIC CAP(GBH XD518ES)
—•—.—rlmaENlY wE aD Matthew B.
-- —AD•OVF1(IbM.PENTV LNE 1� Calterman
EXISTING MAJOR CONTOUR LINE `
c.5c b.N,VNE CONIOUN IIYt IA'R I I 1 I �rf' /sc[N
—_ ,[Tb{F,NLM � \ N R-3 ZONING � � I � c�Nffp.L►'��
x]000 EXISTING SPOT ELEVATION -
x(]0W) PRO POSED SPOT ELEVATION BLOCK 17 I I L 1 Il y ,
•+� T 1
PROPOSED DRAINAGE DIRECTION Y D 40 �. LOT 8 L•J
��.lNOPOYED OMbAOE%WALE TVP. BLOCK 18 BLOCK 34
__A--t--t-ONnuYalouonlLTNICA{we °1 ��� I R-3 ZONING I. R-3 ZONING
OVERHEAD POWER LINE SCALE IN FEET t
PP VEATICAL CUM OR CONTOUR INTERVAL=1' -
p COWER POLE NIIIfiAm F•I A I+
GUY ANCHOR WIRE GUTTER _ - -
UNDERGRID A LINE EXPANSION JOINTS _
c c UNDEROR-DISCOMMUNICATIONUAl *Ii*
UNDERGROUND GABLE TV LINE E[PiMlp�QWATEII WE INSTALL EXPANSION JOINTFIRE HYDRANT I IF DRIVEWAY IS OOI/EO TQAIkiI GVN•.lEhl
% WATER VALVE CQVCN[7/MVH1fN1
• WATERSERVICE LURBSTOP 35'fAAX.COMh1ERGIAL ,�J I 1Ar A"' ~�•-�• `-� '
_ 40'MAX,INDUSTRIAL N/•
S/J.1IAT'LEYIEII lbY[ ANNpW MOLT 11YD CiN{
ANITARY SEWER MANHOLE I ELEV 9,]26.54 i 4- C nenen�r (-' I ., '`� Ntn.wINY[_ `•�� .0 wN
aLP LIGHT POLE I LJT•i I - '('�. .fit•-A hrn � 1 - _,�� _ __-_UL _ I
-----EXISTING CURB AND GUTTER A A
-----PROPOSED CURB AND GUTTER ATOfET 11 - _ iY� -I- 1 QA4 1 T'E A`
IE
v TRAFFIC SIGN iPN ANTOITYPA VISION - • OOMIY TED
S PACE AT S'YITENYALSN TRIANGLE TOS9J:T gJIw1N
rl` v _ S.. .\
b/ , \t""`'Q AOA5tAMSA10$
5NS1WAla lb NSEIIYAL5 Au1NN
I — __ _ � � I ,irk- �z„a, •�, -
TRANSmON - 1 -��. 4^ 1 _ �fL _.__..I � h-I
OFCURBTO V\
MATCH SIDEWALK
IYNIsID A]MIT%AT
cuae REruRNs BLOCK 3 1
411
R-1 ZONING
Ic rMAP — — — — Jl\ ri 9 111{• !
uN[a GUTTER L :Ab�\
--t novs4k cAw-YAV APA7, 4.41P8
.e ytJ.r 1. werrni lam' �S ICI n /
!1YII „A1A]E51 l .
IN'NE.treal L- _ Iw.E� •wl W , .r
21ir.V•Slti stRFFt 9VIIbA6 \ � - _ ( � A• TNEEf
$J.V• No INSTALL1124MS0NhTW �•� �A1 •+•.wlrw.... II •• TMl NON-RESIDENML
- DRIVEWAVAPPROACN PER ( I YA�v �• - 1 �� - -- cm sicO,N I[fl W
WASHEDIIOL]L LIN1 910IIIW NII.bS`Y•l t:D[
/'WU�Ie �• --, - � __ •:. _T • .Sl OY111 MI.N1ibt]
J-MIN. •THICK M 40D0 CONCRETE it �LI
SECTION A-A r/1 1 11. {I�f ONLY SIGN IR35R)
6NON A FSIDENTIAL DRIVEWAVAPPR ACH 9tN[EI ( I iI� - 1
VISION - � ,
In `cT.a aca[E-NTs�alis lo�lf Ozs s TRIANGLE I�' PLI ZONING / F•� o '/.
I LOTS � 1 II
NOT TO SCALE { •) �"y� :AlQl11r+C. �- !I(I • 1 I �1 O F-1
N
cf) -1
SITE DATA 'IAr 'v'� -•. ,{ - // �,
EXISTING ZONING W2(PENITENTIAL SINGLE HOUSEHOLD MEDIUM DENSITY) T TLIAOt ( •\ -^� A ) •I ' {.• F�--11 Z �j' F
A MINIMUM YARDS FRONT-15'(ADJAGENTTOLOGALSTREETS) (TYP.t 1 \`\ \�r/� •1 (� iJ/ ! I O r-, F�-1
=20'IADJACENT TO LAUREL PARKWAY)REAR=20 9TNEE 1 - �1� \mil e • �,Y f (yam ' \ FA�'1 ��
\. VISION 111�1� !(� ` I f, �V\` �,( .i'r \_` ♦ • r
SIDE S [:f• �\ TRIANGLE ( 'L Y'S 1 V A rA II %N.' •1 ,� M1\�IIl� L)
R 2 MAXIMUM BLOC HEIGHT �b. Y r _ T �..,a� - - - ,x ` . ��• - ('� I 1 I-�
ROOF PITCH LESS THAN 3 12 324 FEET [ is / _ - `�/J, /)
ROOF PITCH GREATER THAN]:12AND LESS THAN 6:12 28 FEET ` • ]] - S .,(� r,�T{ j Vy. MolltkvQD \ 1��/
ROOF PITCH GREATER THAN 612AND LESS THAN9 2 32 FEET • +�' _ .- I I- `mil/ .y- Kvit7b11fN1 r`/, W M
ROOF PITCH EQUAL TO OR GREATER THAN 912 36 FEET EXISTING PEG.l AUftro BE - 1 / 9NW LocrJlcN _ I�1 LRETROFITTED VP TRUNCATED VCR aa - ZI - /'1P -
AREAOFLOTI 195]OS SO FT 14.4928 ACRES) '�X - p�•^2 "I,7E '{.
DOMES TO MEET CURRENT C -7 V SL -
AREAOFACCEssDRIVE 2]]350 FT TA•/�IN� - 2 _ '- _ _ ^411ifAL0.•[Nf._ _ N
AREACF
CRUSHED GRAVEL
AREAOFBUILDiNGS 760100FT ASE-3hI •1- _ " d �G:� 1 - -•--- --- _ G_ NETNO(b/m V11"I.l C6 \\
AREAOFDRIVEWAYS 102J9SOFT ( �^- - yWWrY�: � -11-• �Tjulr •I,• Domes 1001E1 aNVEN
AREACF IAWWIANOSCAPING 80860SQFT .`• ,_ 1 VI
PERGENTSITE COVERAGE 58,7% SUB-BASE COURSE -- _ ) _ ---- - r
,,;I N 1 ra f`MOCEEY[NA{I[.A[[N AS REQUIRED - - �/ - _ - __ _ .•� _ - � r-, r'l W
NETDENSITV 31 UNITS PER 4,4928 ACRES- UNITSIACRE - 1 - - _ �' �,��,-�-•� I W I W1�1 N
TOTALFLOCRAREA 60704SOFT - 4 _ _ I 'h�J•1 :FIY'
FLOORAREA RpTlO 1322 ) - • - . i -•- -..� . _ _ {r �y ! _III - ' r-- �� /V r O
COMPACTED SUBGRADE v
PARKING CALCULATIONSsanq ade or ease cp p nshall on orm pseamn 02230IfaPw.specs 1996 ad.1 I ( 1 r �y-1 F•'H
24.a eRUNITs@;LDTp' .PER UNIr ]z sPgces . e nerve sh ll ea m narvals am ehall naveam nmPm dep npl Y4-andmnmPm wane le, R-2 ZONING ! I ��� •I 1'� Irr"--'��I
7-40R UNNS@9.0 SPACES PER UNIT=2B SPACES 12'revpansion lPint malerial shall be placed atjdP.GSP.1,curb returns and al 1.1 more Nan 30D mlervals TM1e BLOCK?
TOTAL PpRNING REQUIRED=100 SPACES evpanswn malerial shall evlend ON DID IM1e lull depth of Ine curb and gutter. I _
TOTAL PARKING PROVIDED-62GARAGESPACES 4.Ne-11, guller shalll Placed w4h-t a linal loan inspechpn by lheCAY Ervdineerorhe iepresenlalMe I -• I I Y L-3T1
LI
62 DRIVEWAY SPACES
IT-
'7T rL BLOCKS 11 ON STREET SPACES 5.Concrete shall be Class MJ000. J �1
135 SPACES TOTAL 6.CrushedgravelbaseShall meet lne requveme—fSeclnn02235(MPWSPECS 1996ed)Fprcurband _ _ I BLI)CKB ( f B-1 ZONING goner replacement protects wasnetl rack may be used Ipr the gravel base. O
PARKLAND REQUIREMENT t@INTERIOR CURB&GUTTER DETAIL R-1 Z�NING I I t 10 1.4 U
31 DWELLING UNITS x0.03ACRES:D.0=099ACRE5 1
1.4
1. AMCDASIIIIICINN/SHALL CONFORM TO THE ACCOMPANYING PLANSAND SPECIFICATIO:VS ! •
2 TIK COII1INf.1ON[INLLY[AWY 1NE104IIDNOrALLN1AIN:UVIAlIPS IYIPll fD 1lEDEdbIlMID11f ODN{TIWc1PW. ! li'E 1E1•IENI J s--a
x TYPE I OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. •1 )r A
A. THENCHBACKFILL SHALL BE TYPE A.FOR ALLAREAS TO BE PAVED. / \�
1 THE CH ALLATIONOFTHE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE WL NAG -r"Iw'd'' L—E[ANI r
-DAp•A- CLOVE NAV[A ANC E)ATIN C UtElY1TN GEL IA ANGLE
RESPONSIBILITY OF THE DEVELOPER 9Ca<VMLA CI ]N bI1NT [I]! ]YS,•M'
l THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE nESPONSIBILIN 1 A.:•Sll•PE -a•[ ..i.l•V:.r-.r U 211E .iN' AT M' �
OFTHE DEVELOPER -'�'J.. DRAWING Ua'lli:
l A-PPROVEDDOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN PERCITY p IN 311E $BURV .wwv L
OF BOZEMAN REQUIRMENTS, 4"THICKCONCNCTE SPEW y r f- _ - _-� CI Y N/1 1311 6- 6 2 T
a CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFY ADEQUATE IN WASHED ROCK[ASE r - - - - Cl 1S NAf lY I61J
FALL FOR SEWER SERVICE. -TC T'11T1' SHEET
9 THECONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAAND ALL APPLICABLE SAFETY COMPACTED SWNYDCJ ` BITUMINOUSgSPHALT. /y/
.,O`IrJ1ElE CIbPM9 GUTTER (!\ C1 ]S 3[.J Sft- OV ISSI•
REQUIREMENTS. /'tN1A d't'tAYAAA CIIUMND ONM•LL 0 S ED
A
GROUND MOUNTED MECHANICAL EQUIPMENT INCLUDING,BUT NO LIMITED TOUT AIR EXCHANGE CONDITIONING UNITS. (SEE DETAIL 4) If L�LVf['VNAM'NNAINT 'Ni1NA1 cs IS] 11>A" 111.. tl'SIDt'
TRANSFORMERS AND METERS SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY ABOVE IkIPAII b[IIOOON IIM4EDILNNI
SCR EENLAEI WITH INCORPORATED
ATED IN OSOLIDTHE RWALL OOFF MORSCREEN DIN APEFEATVEDENLLROOFTOP MELHANIGAL EQUIPMENT TEO SUBGMDE cl
.0
SHALL D E INCORPORATED(ELEC. AS CATS,FIBER
SCREENED IN AN APPROVEOXIMATSURE.
1- PROPOSED DRY UTILITIES(ELEC.GAS,GAN,FIBERB PHONE SHOWN ARE APPROXIMATE.FINAL LOCATIONS WILL NEED rO BE ���PCAL DRIVE AISLE GROSS SECTION
AISLE CRO$$$ECT�ON
1000ORDINATEHORIZONTALLY
WITH THE FROM
AN PROVIDERS-JUNCTION CANS TRANSFORMERS AND BOXES SHALL BE LOCATED A MINIMUM OF
10 FEET HORIZONTALLY FROIA ANY WATER AND SEWER SERVILE OR MAINLINE
Y I;IDIR