HomeMy WebLinkAboutCattail 4 Plexes I I 11 t NTAN
LEGEND I I LOT12 I I 0 `�0
• FOUNDSr8'REHAB WITH 1 1141NCH PLASTIC CAP D&H,I-011 I BLOCK 6 LOT 1 a Ma[[hew EL
PROPERry UNE (T MAINTAIN I CATTAIL LAKE SUBDIV.,PH 1&2 11 0
-- ADJOINING PROPERTY LINE PROPER _ _ - - - �- -� � _J BLOCK4 DOIIe'FE E I.sIDEYARD 15873ES
EXISTING MAJOR CONTOUR LINE
EXISTING MINOR CONTOUR LINE 20NB PER
INGK �yC/TI�I yJ
•]3 Gs E%I STING SPOT ELEVATION
REGULATIONS O
x(]000) PROPOSED SPOT ELEVATION
- PROPOSED DRAINAGE DIRECTION iRM511NYJDEC11O/1f I EFR•l�
-
-----EASEMENT LINE ROM�fa9TM CJ1iN ROM
-SETBACK LINE
UNDERGROUND ELECTRICAL LINESO,vN }r
-gyp--OVERHEAD POWER LINE IpUMIME I
.> POWER POLE EXPNaiWN JOINTS COMPLETELY Al I SECTION Zfi �� tl ITEl
_ GUY ANCHOR WIRE AROUND SIDEWALKN SECTION
-- EXISTING UNDERGROUND GAS LINE I _yam I
MAXTHROAT W Ip1H
EX IS ION LITING UNDERGROUND COMMUNICATNE 'CUWJLACUI .�.v h�w�y�r. •- , w .. -�Jw.--r.-�•--Q�•�.-..•. w-..4'..-+��+-
EXISTING UNDERGROUND CABLE N LINE 4Y INDUSTRIAL "'��„•'- ^I'E-'�-"" 5• "' - "'---'" `- "• - v :�'• -
CURB 8 A D ,m
OTHERWISE
POURED MONOLITHIC -
WATERLINE UNLESS OTHERWISE APPROVED • ••�., +LET
FIRE HYDRANT L� ,f•� __. .. - .ter.-.r--..�+w •. ..v �.s-�'.y-..-�..__,..-.., .-.� U v-1V.�.S..-...��
WATER VALVE TO URINTERVAL-
NIt ErMn
RVA '{-'�-•'- - -
C0111RACIIO/1JOINT CONTOUR INTEFVAL=T 9
.. WATER SERVICE CURB STOP 6
BNINNWBQWERLAIE SaII 'TAMOUNT STREET „
SANITARY SEWER MANHOLE XPNdION JOINTS AT CURB RETURNS - 30'PCP CIABS III
i
�-
STORM SEWER MANHOLE
STORM DRAIN LINE III OE own --/
LP LIGHT POLE SIDEWALK CONTRACTION JOINTS ALLDIAbQl1 I.P
EXISTING CURB AND GUTTER SPACED AT S'INTERVALS-MIN. POWUNE T '\ iP11Y WARD ,^� I !
DEPTH I"E%PANSRVALS MIN GTE CTfAlRON1AOF LB Ero�O VET 77
TS
PROPOSED CURB AND GUTTER S 6MFE7 v •)TON
TORE➢IAEXPASIO £DOE OF GUTTER nal�wvl. ` Ir - I I�-lull
_ TRAFFICSIGN INTERVALS I�� �• IC YOJTY verve NE f0•glW�1•IJ.OIw9. Z v 1EXISTINGCONCBETESURFACING VIM 1 - r
H�
CT I V INTERVALS IN CURB
8 SPACED i 1 -, Nyl 1 W a
PROPOSED DRAINAGE SWALE AT IV INTERVALS IN CURB 8 GUTTER [ I 1 (�.'/l
(C: EXISTING COMMUNICATION BOX FRI,
E%PANSION JOINT MATERIAL SHALL BE 112'THICK PREFORMED BITUMINOUS TREATED FIBERBOARD FILLERE EXISTING ELECTRICAL BOX ALLCURS REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVEDEXISTING FIRE HYDRANT �' - - / �'i •tomN PROPOSED UNDERGROUND CABLE TV LINE r-AIAIIE ESTABLISHED AS I1a RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB OR MATCH EXISTING SIDEWALK GRADE • + ( III w k.aUNISFOs
--T PROPOSED UNDERGROUND PHONE LINE•• •~ _ FF•LLiI
I I Ih'ZiI ACN } �1 III I sFPWCEs IO DC
SIDEWNN OIgyEWArAMILW -- - '�+^-i�'�-'
E PROPOSED UNDERGROUND ELECTRIC LINE \ yl� {1- I JVN w�JA� I �. iADN.00NED+J PI�CF
G PROPOSED UNDERGROUNOGAS LINE I� '1'IYP �IVAPXBI I I Lyr` I III I VJ ~)
�E PROPOSED ELECTRICAL BOX - Ja'PER FOOT SLOPE 67REEf OVRFACE� I I I 4.yj �8ar � ' I III) I I t
0 PROPOSED CAREEN BOX
O PROPOSED SEWER CLEANOUT _ I Mr j I LOT
STREET VISION TRIANGLE ^ti. I (� •, I BLOCK 19
/1
3"WASHED ROCK -! I 1 I /� •/{��
PROPERTY OWNER APPLICANT IILARM01WCP1D" LL%XlD ecuTTER I I -!� !/Q �•✓r/r I 1 I co ^
EARL HELLER CHASE-SKOGEN CONSTRUCTION 'OR MATCH EXISTING OR REOUIREDSIDEYYALI(WIDTH I I PROPOSED ELEV OUR•PLEX JV uu //. co
52701 BROOK TRAIL DRIVE zlas DugsroN RonD,m1 I N NRE IDENTIAL DRIVEWAVAPPROA H ! I I Ff ELEV.48.78 LOT -PROPOSEOFOIIWI1LfX. AWIOrE UIruBEop
SOUTH BEND IN 4663] BOZEMAN,MT 5971B .02529-12 I r!l
BLOCK IT aFEIEV-46.57 //(- EEA(NOTEN15FO W
�• • .:L - / ' SEE NOTE 1sFa1 I ��r>>>���•Y�
I I I \ J 0]O&1ACRE9 t� 7 III I 'TRENCH IRCKFlLLB I x a
12'— I \ - J , I / d 1i1 ASPHALTMTP11g1,1
SITEINFORMATION
INFOR ATION rN
DESCRIPTION AREA %OF TOTAL
QiaL LOTA-EA 1 % ✓ ASE. 1cw,Or.u&DwFQTPRINr 1 495F - � I I II+•I (� I O[^�, �7�"jf]1'2J.9^c
-rpia.AHll(ADFWOYMN] SraE. r .On
...1014AROADI'HAIK PNF Is=IIIE 1tln I I-'I `• T 1R+ I 9M„/ J -tlME (T f O
FAR DWELLING UNTDENSITYPERACRE 21 (T7YL -•` IEADA A` 'l j E MO, E Al t •• �1 f �^ I/1
Q i// �.jNDtAu/A +FETAI.R d� I.
TOTALBLDG FLOOPAREA_19,]045E 5&]395F.ORt3ACREI l6ONITS INe '[DM-}\ w _ I i II LOT 1� W
TOTAL LOTAREA 5fi]39S F. =35a6165ROR.006 ACRE PERUNIT �/� 1PR l- 1:1� { OEFBIL C. \ M I mm cl'm Am w 1 ram• ✓
PARK Nc cALcuLAT E 9' �%%,/,I J+' I II> &TOIIIWA •`..v�_,rV•I tF V T Ar.1 9 5e{gn __ • / \ _ �' O•�NE_N s vA.L._E 1 I ,wuII jI I k �[✓✓dj�` iI BLOCK I9FAR=SUBG AREA)I(LOT ARA 23 UNITS PER ACRE �A\ T� MF-+-•1 T-4RUBTIONPNp4 ^
F-1
USE RE00 PARKING ONS REMARKS // I r ]r� ws M AEGE I LL f--•-- - _ _ ll �� I t 1>.1
E I--,
vow
TEMVMAnv - 0
.2 BEDROINA UNIT 2 SPACES/2 BED UNIT 16%2 BEpRDOM UNIT=32 CRUSHED GRAVEL .�G110/N I \ D.TP� IAA T� - - ; �£ � ,^O
BASE-O'MIN L f•Li .-LJ
TENANT PARKING REWIRED 32 SPACES - I DA I INJV FPgA>OE 1 7E11LQCAT 1y7/�
I ? �„y xs1N11WXJAfsIDE I 1.4
N80Y6'08'W I06.$s' s 1 i�, i rVNrFWArASPaaal
SUBBASE COURSE �E X)E'5�
l('tI Il1JOGq Npf.KO xSPAGES AS REQUIRED _ OPENRMCE A AI:GF�EAS ALL'NO -.TI.E I _ I O
EAS (sF E DELaL zl IIIL
STREET PARKING PROVIDED 6SPACES i t S51X�n M FlREIAgE'SIGNS - �1 I.�
I 1 -CON MR COOK ,1
1 YTN1TY Bf1X NF1.00A �L.
TOTAL PARKING PROVIDED 405PACE5 a a
COMPACTED SUBGflADE
N> �... •IWNT�.: III
11Subgde or base course compaclian shall conlam to section 02230(M PW Specs,1996 Ad)
2 Conbaclron purls shall be placed a110 in1ervdsaM dull Ta ,blmmum tleplh of y4'and minimum witllM1 of UV / I�� W
OPEN SPACE REQUIREMENTS 3.1l2 expanslon joint maledal shall be placatl atoll P.0 s,P.Ts.curb rdurnsaM Irrot more than 300'Inlervals The I / � " � I; ' t
exp� ioOmatenalshalIe lItllhro19hlhelulldeplhollhecurbaMgNler `� ' vJ
SPADE REOD SPACEPROVIDED I !` • W� III S LOT3
4 No cuN arltl gutter shall Ill placetl wrthoula final tom ire ta.by the G,y Ergmeer or h5 1presenlauve
150 S F PER 16 UNITS=24N S F.OPEN SPACE REQUIRED 3,P3 SF OPENSPAGE I A _.•![�• BLOCK I9 [`L-1•
s.corprete shall oe class M<o0& N/� /,Nt I RW.e •• III �1
6 OfwIMOp.M4M•Iw1..at&1e rcgmremenls of Sxlpn 02235(MPW SPECS.1996 au l For cuN and �t�--- -" I �4 Z
PARKLAND CALCULATIONS gbN•npM°n°u.pgca wu1,p 14AE mry ptluW NXlFtlpnMpw � II i RW � �••�I U ri `t41
L�lmifaoR�ggaauTrEn� � I y \ ;
REOUIREDPARKLAND 16
DWELLING ACRE/DWELLING UNIT=
PARKLANDPROVIDED-CATTALGREEK SUBDIVISION PH3 PROVIDED 440 ®sCJI[T RIS • 4 >s� II
ACRES I r II JONLIIETESCEWALN W OINTSEPA ERVNLS MCTXJII I I $ LOT 6 '• , I f W
AND
AFFORDABLE HOUSING STATEMENT FXMNSIDN tl0111@AT>rMRRVAIB I � BLOCK 18 - �l
THIS PROJECT INCLUDES FEWER THAN IO MARKET RATE DWELLING UNITS AND IS NOTPROFOSEO AS AN SJr I 24.s12 EQ FT /� // �- 'I - W `N
AFFORDABLE HOUSING PROJECT AS DEFINED IN CHAPTER 3B.ARTICLE 34 OF THE BOZEMNN MUNICIPAL CODE ` I I 2/ // ACAEB '/�2 r I O FFF•rrMi1
rAV0141PdDIIENT P.XCOE J
(AS SPECIFIED) • C-' W
I I I
1.4
r•�' „ PRfWOSEO FOUR-PLEX IAL. 4Iii
-
Pf0POD FpBR•PL
FF ELEV.5049 FF L EV.4E% j
y.Ill
-.OA'ES L5'DEPTH(MAX) gI.- � I /• I I` ,Tq.,.'`�•- / v� + �I . � 1'•� F�
SLf 1TPKA1 A41MMT SROEiYNGT9NOETAA. LL
qS!T!"C�RI DETENTION POND CROSS SECTION I I I Y �� � ill~. I I I LOT 4 U
GENERAL NOTES C"wjE1flELi4ffi%fYilIREIsy.NTS. _ j I 1t I I
I. ALLCONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,MPWSS fiTHEDITION.APRIL2010ANDCITYOFBOZEMAN I Exlentlisola on jons he lull depNcl cvrcreearltl lllua rg ll2'lick.Pre formed pnl lller_Place'solal 11.1swhere I ]f ( I1{I 1I BLOCK I9 Qr
MODIFICATIONS TO MPWSS MARCH 2OU ADDENDUM NO I&ADDENDUMNO.2, come eabulsaisarg cmromaorl xetl slmdum Farm solalpnlo nts arouM all appudenanc¢Such as manholes.ullllry I '1�� ♦ 1 yJ U 2 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUC TION, polar.elcexlendir ilaadIJ,K.ghlhecprcrele Place isdalwn pink at radius paints.lurclions wnh exish'rg corwrele, I I 1��� �, r L,
3 TYPE I OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR- and olXtuslle to oral expansion joints in adpcenlcorprele
4 TRENCH BACKFILL SHALL BE TYPE A.FOR ALL AREAS TO BE PAVED 2 IrsWlcold joinlsa[unprrs of consecutive pours Assure Ne cold pint is vertical.Ne lull tleplh of rnrwmte,and fooled loa
5 THE INSTALLATIONOF THESANITARYSEWER SERVICE LINE FROMTHE E%ISTING SERVICE STUBTOTHEBUILDING ISTHE 1l lhadius. TALL 1 j \ IT - - QA�N> I 1 l
RESPONSIBILITY OF THE DEVELOPER 3 DNitle sNewalk info rattans uslrg conbaclron pints formed byaloinljrg tool oroNer approved methods Extend II,a I _}TJDE l F�1
6 THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY STREET LIGHT I ` �w•'� _ - - (�)
ion faints Iola the concrete for al least one loudh ifs tleplh antl make the pints approklmalely li6irch wda Unless (SEE NOTE pIa) ) ��•'1!��r!-'-"`- - I
OF THE DEVELOPER runs install expansion plots At he location olaregular cpnoacdon lolnl,Il the - ARrIW'IOd -.µ•- _ - _�,..I�
otherwise tlirected space conlmclwn purls al maximum 10,11iN1111a ors drslarwa equal to lhesidewalk width I I EL I K Ih IY ( ITft••••!� 1 .•I
] ANAPPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN.PER CITY wNCM1a.er is kss.In continuous sltlewalk
OF BOZEMAN REQUIRMENTS dislama between ercpanslon lalnlsdces nal excretl 251ee1 t rA
& CONTRACT OR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFY ADEQUATE I
FALL FOR SEWER SERVICE, 5 TVPI AL RB WALK DETAIL ( �� It LOT 1 1 -I -�,,,1 I Ipli-,
9 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHA AND ALL APPLICABLE SAFETY �1 BLOCK IB I -"' I) • F _ { to
REQUIREMENTS I I I
10 GROUNDMOUNTED MECHANICAL EQUIPMENT.INCLUDING,BUT NO LIMITED TO UTIL{TIES AIR EXCHANGE CONDITIONING UNITS. it •TRANSFORMERS AND METERS SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY
S CREENED WITH AN OPAQUE SOLID WALL AND ADEQUATE LANDSCAPE FEATURES ALL ROOFTOP MECHANICAL EQUIPMENT DAM'
E4W drI1 9A4MWI I I I \ I " r ;" I DRA MIG DA
SHALL BE INCORPORATED INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE, ^I `
t PROPOSED DRY UTILITY(ELEC,GAS&COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY CONTRACTOR TO COORDINATE lIM V WIJi D•tA'VG011lll I I I I /'I i 1D ).
1 FINALLOCATIONS WITH UTILITY PROVIBERS. I t f :
12 DRY UTILITIES AND ASSOCIATED STRUCTURES SHALL BE LOCATED A MINIMUM OF IO-FEET FROM PROPOSED WATER AND SEWER SHEET
MAINS AND SERVICES. •T W161 VI.A rA[P11II•IT AW +d r
3 TH E PROPERTY OWNER SHALL BE RESPONSIBLE FOR NEW STORAGE AN D REMOVAL.SNOW FROM MAJOR STORM EVENTS
SHALL BETRUCKED OFF SITE TO AN APPROPRIATE FACILITY Z II _ G' ; I >� LOTS
a TH E NEW STREET LIGHT WITHIN THE DAVIS LANE RrW SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN fpAyD)TCIId�1NTE 1�T .•
STANDARD SPECIFICATIONS FOR LIGHTING MATERmLSAND INSTALLATION.DATED MARCH 11,2017, ILTIL,,{{{I�' ' �,i II III BLOCK 79 c
100
15 STREET CUT TRENCHES SHALL BE COMPACTED TO 95%OENSITY IN ACCORDANCE WITH AASHTO T99(OR T-1&O.AS TNIOEOTEXILT FABRIC AND OR GEOGRID IF SOFT I'?iT
APPROPRIATE) ALL ASPHALT PATCHES SHALL BE MADE WITH HOT MIX ASPHALT WITHIN FOURTV-EIGHT HOURS OF TRENCH SUBGRADE CONDITIONS ARE ENCOUNTERED.
BACKFILLING THE THICKNESS OF THE ASPHALT PATCH SHALL DE EQUAL TO OR EXCEED THAT OF THE EXISTING ROADWAY SLIT �7YPCE^Rl'S SPHALT CROSS SECTION tll-DII
SHALL BE NO LESS THAN 3' cC7�SGS