HomeMy WebLinkAboutCattail Creek Subdivision Phase 2 Lancer Place LEGEND 5A'(DAS')
POUND 5,8'REBAR WITH 1114 INC14 PLASTIC CAP(TD6H,*12251) QNTq N� a
-PL-PROPERTVLINE O6
-- -ADJOINING PROPERTY LINE F-2'--1 1 p's ,I );o MatIhBW B. O
EXISTING MAJOR CONTOUR LINE te e'11 N.DEPTH 2' I II�+ Collerman
EXISTING MINOR CONTOUR LINE
T 15873ES Q
x 70.00 E XISTING SPOT ELEVATION NOTES: 4H.IV SIDE SLOPES } I II my ((TOPSOIL 1 CENB
x(70.00) PROPOSED SPOT ELEVATION 1.Sw shall storm
minimum sn. of 4 3'R' 45• r C
-- PROPOSEDDRANAGE DIRECTION I h oo pl ImIl lenlmc whh r-Iwater-basal. L(TYP') 4•R
------------EASEMENT LINE 2.Chonnel ahall�ion h d with a been
established
- •1 9' 1 I
febrk it vegelalion has not bean osmblished 3p'PER1 SLOPE ER-L
---- t I
SETBACK LINE pnw to pedads of high runoff. 12' I
I
--at Fire
Fir c-UNDERGROUND ELECTRICAL LINE - I
` -oe. ies-OVERHEAD POWER LINE 1 BRASS LINED SWALE DETAIL
.o- POWER POLE
J. GUY
ANCHOR WIRE
--UN UND GAS LINE DERGRO I
0 20 40
-x,-S--UNDERGROUND COMMUNICATION LINE - - - - - - -- - - - - - g7
---.n-UNGERGROUNDCABLETVUNE CRUSHEDGRAVEL - - LOT 2
_-WATER NE BASE-3-MIN.
U SO LEIN FEET
rw tJ FIRE HYDRANT -- I I CONTOUR INTERVAL.1'
D4 WATER VALVE SUBBASE COURSE
o WATER SERVICE CURB STOP AS REQUIRED --- - -- - I
-r -SANITARY SEWER LINE u SANITARY SEWER MANHOLE
OUR UGHT POLE COMPACTEO SUBGRAOE I
- EXISTING CURB AND GUTTER 0.5- 1.5 14•
---PROPOSED CURB ANO GUTTER -514'PER/'SLOPEI �
-- ------- �
1/2'PER 7'3
TRAFFIC SIGN LOPE I
1 EXISTING CONCRETE SURFACING [��=PE
L ----PROPOSED DRAINAGE SWALE RESERVED
PARKING
MUTCD R7.8 DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CUgB j I
VICINITYMAP (12•x1e•) __ __1o'urlurY EASMENr ___ ________________________�
I Su NOTEgrade or base cou,se wmpactlon shag wnform lase ton 02230(M.P.W.Specs.,1996 ed.) I
2.Conbeclion foils shell be placed at 10'nl,,As,A shall have a nunimum depth of 3l4'and minimum wldth of T/B'. - S 89 44 23"W 204,74' CABLE TV BOX �) Y•,--)
/ R ACCE 3.I/2'expan material
shaferlalsh ll bethou pmcedalell gh th full de th S PT.,curb gutter. tnat more than 3001ntervas.The ----_ _ - __ _____ ��RftA EPARKN G.__ _ PL PL pL
^ - �BM.E 4.No expcub and quite,shall beall 1placed wllhoul a final foram of
by the City Engineer or has mpresenmuve PL PL PL PL PL L - 5'SIDE YARD-_--- __--- L 3 --- ''. �WN�II••�� �f��jl `�/
__ _ , EXISTING
- -_ _� 2X2 z1/8'SQUARE STEELTUBE S.Concrete shall be Class M 4000 -.-_- __-T_ -_-____ _ - ---------- s \ -- -----
w SET IN IB'OF CONCRETE TYP.) -A - r ,,p ) EASEMENT- - i MAILBOX Z
r ( 6.Crushedgravmentf shallmeelthetackmay be of to,
SPECS,1996 etlJ Forwrb and �9j \yg., -I I F PAD W gl - gutter replacement protects washetl tack may be used for the gravel base. a - \ --IMSTALL'NO PARKING
r i PAINT CURBS RE / FIRE LANE'SIGN ON POLE
72'FROM BOTTOM _,
> - 4 ONC ETE CURB&GUTTER DETAIL r cp�n cpac� - TEMPORARY CONSTRUCTION
oa _ �� DESIGN TO GROUND Iu l ',1 ELECTRICAL BOX .`00 111. W/F RE NE PARKING I DUMPSTER LOCATION._. III
SITE 6:i c-5'C r-�- 2 H I P P vJ�1 A ARKING SIGN hT - x j STENCILED - -12'UTILITY EASEMENT); /1
. SCA E: TS .,4._.°..I_y-.,-y s��_ i IN WHITE 10\ / PROPOSE
NG SIGN
- - 1'NOACCESS STRI I ,m INSTALL'NO PARKIN \0 \ Y\ 0� -
I �� FIRE LANE'SIGNS \ \y> \N' ry6 f
\\\ TREEr
1\\.Of I \(-\I I ALONG DAVIS LANE --- VISON _
1
II \II-IN 1/\ .. 0
IiI I \�` I 5Y \1 Dry\ \T i�'� g5.7(S BB) � I \ I � i ,TRIANGLE
1- I o MAINTAIN a 10 1 ) \ry9 •I v M
('4s1'T:1 PROPER
/ u SIDEVARD INSTALL-NO. _� j - `ZSw m \y`y LOT 1 \0 I
NOT TO SCALE SETBACK PER I I PARKING FIRE �1 \ \lBLOCK
ZONING LANE,SIGN I ��PA114T CURBS RED W/ \ g3BLl009a.FT$ I Ir IN STALL NON-RESIDE IAL
SITE DATA COMPACTED TOPSOIL � REGULATIONS 'NO PARKING FIRE LANE' / l I I T DRIVEWAY APPRO
PROPOSED 06724 ACRES I y
bb STENCILED IN WHITE 0\ \ y\ j I (SEE DETAIL S)
EXISTING ZONING:R3(RESIDENTIAL MEDIUM DENSITY) p I RETAININGph' `-- h4 eb\ l ' 4 I I r
5'TRANSI7ION SECTION FROM g 1. .\5 448f%�•---• 1-05% 1.8
R•3 MINIMUM YARDS: FRONT.I5'(ADJACENT TO LOCAL STREETS) EXISTINGCURBTODROPCURB: WALL --�'*\
=25'(ADJACENT TO DAVIS LANE) c9 y. / \ �IJ•
REAR.20' Z I PROPOSED- J / s \/ / 9 lA�\n� 44 �•I
SIDE.5- CURB CUT �y \y1 / \p0°' :P 30 /
R3 MAXIMUM BLDG HEIGHT I "r8s' ./ 0\ \0\ I I W 1""N ��•-11i
ROOF PITCH LE EIGHAN 312.32 FEET I2'DIAx16'DEENC.. oty `IA- O
ROOF PITCH GREATER THAN 312ANDLE55 THAN6:12.38FEET FILLED WITH CONCRETEtjl EXPANSION JOINTS COMPLETELY 6 I `LI \/�
�� x _ Pi�OPOSED GARAGES PROPOSED GARAGES
AROUND SIDEWALK SECTION yt PROPOSED GARAGES I �1
ROOF PITCH GREATER THAN 6.12 AND LESS THAN 9,12=40 FEET r g 'FF ELEV=5.82 FF ELEV 4.67 )
ROOF PITCH EQUAL TO OR GREATER THAN 8:12.42 FEET ®SIGN POST SETTING DETAIL '�i '^� FF•LEVn3.94 1 it W rT;
5 5 MAX.THROAT WIDTH FY
AREA OF LOT 1.38,000 SO FT(0.8724 ACRES) 1. L7ILE:_ 3T COMMERCIAL I r B�
AREA OF ASPHALT.S.125 SO FT 40ANDVSTRIAL ✓ I 5% 25 o i, �7y � �-(� O
AREA OF SIDEWALKS-1,366 SO FT CU RS B APRON POURED MONOLITHIC �1 `. ll 109
AREA OF BUILDINGS FT UNLESS OTHERWISEAPPROVED /"••�i c; •y p b kOp\ k a \ 4 ' y 4,h fl o
A 4 O° \R \�0. t!
AREA OF LAWNIANDSCAPING=18,586 SO FT i \\. y
PERCENT SITE COVERAGE=51Y. •. \ r \y0 \ M.
b• k 3.94 \y1 {\ V O n
CONTRACTION JOINT p a'.
582 5.77 y- 4.77 I.2fi 4A2 3.94 f8.B9 3.691
NET PERCENT BUILDINGUNITS PER
0.8 26A i I \0 (
NET DENSITY.12 UNITS PER 0.6T24 ACRES.13.8 UNITS/ACRE1.4
r^
XPANSION JOINTS AT CURB RETURNS ` \. '-PROPOSED
RETAINING e. I \h* \399 Qa t„ BV RIW LLI...LLL
I WALL I 1-
w BACKOF CURB r L41. / I / I c EI
SIDEWALK CONTRACTION JOINTS zl I - - SAWCUT EXISTING 6' O
SPACED ATS INTERVALS r � ' ^-f� yPI- � Ir.E.
DEPTH I' EXPANSION JOINTS frl I ol; '8,.I1 - Il I &11.'.,ERVICEWYESAND A Ll r 1
PARKING CALCULATIONS MIN. FLOW LINE I ae 1 WER MAIN.INSTALL
T2-28R UNITS®20 SPACES PER UNIT=24 SPACES TO BE PLACEDAT 25' EDGE OF GUTTER mT PROPOSED4-PLEX °'1 PROPOSED 4-PLEX NEW MANHOLE
INTERVALS. _ PROPOSED A•PLEX
TOTAL PARKING PROVIDED-12 GARAGE SPACES UWNMNOSCAPING a AflIABLE i FF ELEV.5.89 I fF ELEV-4.76 I FF ELEV=4.01 0; IECT TO EXISTIN 1� 7T�!
6 PARKING LOT SPACES .,I -,I,,., I _ EWER SERVICE 1�
> (5.5'TYp) a 11`���111 1�1 7 ONSTREETSPACES ASPHALT PAVEMENT CONTRACTION JOINTS TO BE SPACED _ I t I 1
25 SPACES TOTAL USSPECIFIED) AT IVINTERVALS IN CURB d GUTTER � I I _ EE NOTE 1n Tn
6 6 5' I STREET r 11 I - / Tv�, LO4
EXPANSION JOINT MATERIAL SHALL BE 112•THICK PREFORMED BITUMINOUS TREATED FIBERBOARD FILLER.
rl
11' VISON
ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURBAND GUTTER UNLESS OTHERWISE APPROVED. TRIANGLE 100 \OA�Ij, s O1h n\ \ - STREET M
r I ` ,7 \il°' , _- _ L4_ 9T'0 Oi VISON � U
- GRADE ESTABLISHED AS1/a'RISE PER FOOT FROM TOP OF ADJACENT FULL J I 1 � - � � -,\ �p --y+ li _� � TRIANGLE W W
HEIGHT CURB OR MATCH EXISTING SIDEWALK GRADE \* p ` `� - •-=ru-- -'ya �• ABLE TV BOX
CRUSHED GRAVEL - .-�- 3 -x\ qi -. -, •ssv _+s a
BASE-3'MIN - I ` - -CAB LETVBOXES\\0• EL O D STOP
SIDEWALK DRIVEWAYAPRON f r�lij` �.ss�ss _ `��
\ �� R� EC C N UIT � U `I
- 5.5'TYP. 11 _-L •� - - fl{E RACK - _
5'TYP. �_. l . - - -
SUB-BASE COURSE - - I --• - - - �,`
AS REQUIRED - - I (VAgIESI I - PL�rla I O ~
W I/4'PEfl FOOT SLOPE STREETSIRFACE- N89°46'08 W 2D4,49' _
6 i __ _ Iz�JTILITY EASEMENT). 1' A _
TYPICAL 6"STAND UP C __ I/� CURB DETAIL - - - - r- --
UGH
POLE W/
SC� .RTS 'T�ST-R�T 5 G( , rrn-vcr E%I NO flA�WS TQ �M
CONNECT TO EXISTING LS'n +' OE TfO A IRS CJJ� 'v~ ^ Q' Il l
3•WASHED ROCK I uvr_r +zsv 1 WATER SERVICE(SEE NOTE II)" -, _-- - PHON EP IES LBOX +� TRUNCATED DOMES r\ fr1 L�l
MIN.6'THICK - ITFRONTYAR �./ Fes)
M400o CONCRETE UPS a GUTTER °� COMPLYING W/ADAAGy- n O
W RAV SAWCUT EXISTING ASPHALTS i.•:
CATRON STREET INSTALL2,L5'WATERSERVICE I I -°Y - - Tess!
MATCH EXISTING OR REQUIRED SIDEWALK WIDTH J � L W
3'MWOFBITUMNOUSASPHALT - - LIN PAST NPROPERTY TALL BNEXe J.II F rP L�
- _ --m- �I�pN RE$�p�1�7JAL Dq�yE py p�Pfl.OA(;� I l Y
-ATV,OFf MgUSCRU5HE0GRAVEI - 1,B SL`ACL:ATS`-CObSTD DWGlV0:oz5291! JI� -
' 2'MW0wk,IN!JS9- I -�-- - --- I O
-r - -' -MPoRTED'PIT RUN_ - I - r I, - O A
r -. 0 CONCRETE SIDEWALK WITH CONTRACTION Il a W J,.-I I
COUPACTEDSIRGRADE - JOINTS SPACED AT VINTERVALS AND T '\
JOINTS AT 25'INTERVALS. BENCHMARK:-
EXPANSIONL L�{1l v
INSTALL GEOTEXTILE FABRIC ANDIOR GEOGRIDIF SOFT 5'-m I ARROW BOLT HYDYI497• 1 (�
SUBGRADE CONDITIONS ARE ENCOUNTERED I I ELEV.4.656.22 I 'j r\
�TVP�CgLAS _QBOSS SECTION ASPHALT PAVEMENT 25LSLOPE I O
t.0 SCALL:NTS PHALT USSPECIFIED)
-SLOPE AWAY FROM CURB - - .. ._. _ I I O
.NERAL NOTES: \\ �3'OF I'MNUS CRUSHED GRAVEL ° DATE
ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. \ SEE TYPICALASPFPL CRG555ECTICN DETAIL LOT 1 sjr3%ri
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. rx.. °
TYPE I OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.
TRENCH BACKFILL SHALL BE TYPE A.FOR ALL AREAS TO BE PAVED. FT rro Tur PPro nPFsrPurc
THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE CONCH - _ --.
RESPONSIBILITY OF THE DEVELOPER
I.Exlend isolalum joints the lull depth of concrete and fill using 1/2'thick,pw4amed joint filler.Plac.n.lalianjants
where anh,I crele abuts.t..gendingteorhrred mucNre.Form isalellan jainlsaround all appurtenances,such as
THE HE DEV L INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUDS TO THE BUILDING IS THE RESPONSIBILITY DRAWING DATE:
OF THE DEVELOPER. manholes,utility pale,etc...lending snarl Inm aM Through Ae cncrale.Place tsolotlon jolnis al radius points,junctions y
AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY wish existing conuem,and opposim local expnsian joints in edjecenlconcrela. I P 1 1
OF BOZEMAE DOUBLEIRM CH S. 2.Install toad joints at unions of con-live pours.Assure the cad joint is vertical,Ore full depth of concmle,and tasted
CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFYADEGUATE Di aid.finch radius, I SHEET
FAIL FOR SEWER SERVICE. 3.Divitla sidewalk Into secUwsusirg contractlon joints termed by ajointing tool ar Daher apProvad-nwthods.Ezland the
cola cgl )ills inm the cancels for t least one-tourlh Its depth and maketheJoints appr xlmalely lm-inch wide.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHpANDALLAPPLICABLE SAFETY ,,, ., - .... ,, .-._ .... ,. ,� T