HomeMy WebLinkAboutE. SWPPP Boulder Creek Sub (C&H) 01-31-17 LEGAL DESCRIPTION: E 1/4 COR.SEC.4FND 5/8'REBAR
LEGEND LOT 3A,MINOR SUBDIVISION No.201A 0.3'Not Co,Fn Post
LOCATED IN THE S 1/2,SEC 4,T.2 S.,R.5 E.,
�MMM SILT FENCE OF P.M.M.CITY OF BOZEMAN,GALLATIN COUNTY,
MONTANA
STABILIZED CONSTRUCTION a..ss 8'ss • e^ss -
"""""""""""` ENTRANCE/VEHICLE WASH PAD w er- � 1o"w ,�w
uuuuuuuuaaaaai� - -
o �• 10' 0"W -b-�A 0" T1' , �� � e"ss e_ss-
10"'W 10"W+
a.w:�,= �-� � ..aa a ss-a-aa a�s a"�s r� �a-a..s� a
e"aa
CONCRETE WASHOUT
o CONSTRUCTION EQUIPMENT STAGING AREA O+ o w w w w w w w 3 `I' `I' � ll' .1. `I' `I' `I' \ N M
8'BY 20'BY 6 -4"TALL \ 1
-0� - CONSTRUCTION FENCING (1 EXISTING 1811NG C�RUCTIpN DUMP,$,TER(30 INS T LL m FiICLE TRACK PAD
+ .I, J' J' �' �' �' �' D•" STER �I' �I' / l
RETENTION N C YAR DUMP WITH'' 6" ANGULAR ROCK U
SOIL STOCKPILE AREA I Il D-PH//{ ro I�, w CO 1D ROLL-QFF TOP)w .I' \\\- T-Ar/ / r / AID 0 S11/5) 0)N
CONSTRUCTION ACTIVITY BOUNDARY(OVERALL) // �, �, �, �, �, �, �, 3 �, �, 'AR
m
+ I ,` - C�NSTRUTION SAGING EE�,4 N o m
CONSTRUCTION ACTIVITY BOUNDARY(PER PHASE) III �%v �' �� �'� L 1�' �' �' mot' mot' �' �' �' �' / mot' I a=
VEGETATIVE BUFFER I II _ ` 12
-
8 8. ..wl .,w. �, .I' �' .t' .t' y' �✓ y' y' I y' C > o'1JY� DIRECTION OF STORMWATER AND RUNOFF
�' �'I �' OCl a^m C
PROPOSED CURB AND GUTTERES
N _
-PROPOSED RETENTION POND CONTOUR �- _ m a) t
rn�nnT� 108RN0 ON NSFORY `•�(�I.', 01
E
\ W `a
/ (C
s a?�
GENERAL NOTES . . . . . . _ -_ - - „�\ m f o
1. CONSTRUCTION AND EARTH DISTURBING ACTIVITIES SHALL COMPLY WITH ALL p p
CONDITIONS OF THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED y�=g E
WITH CONSTRUCTION ACTIVITY. L`C,q �� .sFIANB '��I \j 3 ` 1 e.
2. CONSTRUCTION TO TAKE PLACE INCLUDES WATER AND SEWER UTILITIES INSTALLATION, (�m W '� \
DRIVEWAY CONSTRUCTION,BUILDING CONSTRUCTION AND EROSION/SEDIMENTATION
CONTROL.
3. ALL CONCRETE MATERIAL TO BE DISPOSED OF WILL BE HAULED OFF SITE TO
LANDFILL. + + + LOCATION'OF PROPOSED 4. IF VEHICLE TRACKING IS OBSERVED, CONTRACTOR SHALL CLEAN-UP OR STREET W m ` F I 1 1
SWEET THE SEDIMENT IMMEDIATELY. �,I \ - 3 TEMPORARY DEWATERING WELLS
w w w- v w w w w III \ O z
5. IF ERODED SEDIMENT DEPOSITS DOWNSTREAM, CONTRACTOR SHALL REMOVE DEPOSITS. L'
6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND
MAINTAINED BY THE CONTRACTOR AT LEAST ONCE EVERY 14 CALENDAR DAYS AND
WITHIN 24 HOURS AFTER ANY STORM EVENT OF 0.25 INCHES OR GREATER. m N
7. ALL INSPECTIONS AND MONITORING MUST BE DOCUMENTED AND RECORDS KEPT IN
PR E
ACCORDANCE WITH PART III.C.2 AND 3 OF THE MONTANA DEPT. OF ENVIRONMENTAL CHARG O AREA \\\!!!
QUALITY GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH G` I
CONSTRUCTION ACTIVITY.
8. EXPOSED SURFACES WILL BE SEEDED AND MULCHED AS SOON AS POSSIBLE. -
9. CHEMICALS, FUEL, LUBRICANTS, PAINT, FERTILIZERS, ETC. SHALL BE STORED INI
AREAS NOT SUBJECT TO RUNOFF AND PROTECTED FROM MOVING EQUIPMENT.
10.NONE OF THE TEMPORARY EROSION CONTROL STRUCTURES SHALL BE REMOVED UNTIL EXTNG
PERMANENT VEGETATION AND SITE STABILIZATION HAS TAKEN PLACE. q I - "m 1 _ S 1 CCC I It�EETAIL
TALL V HI RACK PAD
11. DISTURBED SOILS SHALL BE STABILIZED WITHIN 14 DAYS OF CLEARING OR INACTIVITY m I\ , y, y, y, y, .I, .I, .I, .I, .I' .I' W UNG 3" 6' A ULA ROCK
IN CONSTRUCTION - ,'yp
12.CONTRACTOR SHALL DISPOSE OF EMPTY/UNUSED CHEMICAL AND HAZARDOUS WASTE �, �, �, - I �, �, �, �, I �, �, �, �, �, �, �, I ( ON m 1
CONTAINERS IN ACCORDANCE WITH LABEL INSTRUCTIONS. 1
13.CONTRACTOR SHALL PERFORM DAILY CLEANUP OF CONSTRUCTION SITE TO ENSURE
THAT ALL LITTER IS CONTAINED IN AN APPROPRIATE ENCLOSURE OR CONTAINER.
14.CONTRACTOR SHALL PROVIDE A SUITABLE WASTE CONTAINER FOR SOLID WASTE y, ,I, ,I, L �
DURING CONSTRUCTION.
15 CONTRACTOR SHALL PROVIDE PORTABLE TOILETS PR T TO INITIATING
SHALL
INLETS AND
ACTT, CONSTRUCTION
ION VICE, ANDMUM TRACK
15 FEET -
FROM STORMi 8..w 8..w .W 8..w 8..w 8"w 8"W e..w a..w 'Sw
CO
16.CONTRACTOR SHALL INSTALL SILT FENCE, CONSTRUCTION FENCE, AND TRACK PAD, i a"ss a"ss 'SS a'ss e'ss a'ss '
17.CONTRACTOR SHALL REMOVE ALL BMPS AT THE END OF THE CONSTRUCTION / J, / / 1 SHERWOOD aYi
PROJECT. I O
18.DRIVEWAY AND SITE GRADING BY OTHERS. �, �,� �, �; �, �, 1 .1 3 I�, �, �, �, �,
[ / z
PHASE DESCRIPTIONS AND I `w w w w w w w w w w
SEQUENCE OF WORK - w w I Iw w w 6b y I O
w w w w wl w w w w w
PHASE( \ / w w w w w .I'
1. INSTALL ALL BMPS FOR RIGHT-OF-WAY INSTALLATION INCLUDING SILT FENCE AND I I I \ \
CONSTRUCTION TRACK PAD
2. GRUB AND CLEAR THE SITE IN THE AREA OF THE FUTURE RIGHT-OF-WAYS. -
3. EXCAVATE AND INSTALL UNDERGROUND UTILITIES INCLUDING WATER AND SEWER a'•w m � \
STUBS TO EACH INDIVIDUAL LOT PER PLANS. w
4. PAVE ROADWAY. /,37 J7 ry1")�J� P ASE 3 -
5. INSTALL CURB&GUTTER,SIDEWALK,BOULEVARDS,AND INLET STRUCTURES. 11' Ilt�+r A g#3 ' ' y, •t' •t, .t, .t, y, y' �y, y, y,_ I y, r0 O
6. INSTALL DROP INLET PROTECTION IMMEDIATELY AFTER THE INLET STRUCTURES HAVE �\ �, SOIL STQCKPILE\AREA _` U
BEEN INSTALLED.
7. VEGETATE BOULEVARD SO THAT RIGHT-OF-WAY IS STABILIZED. _N � \ \ 7
PHASE 2
8. INSTALL BMPS FOR CONSTRUCTION PHASE 1 PORTION OF SUBDIVISION.
9. GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. ���,�
10.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL 4 w
LOT-SPECIFIC BMPS SUCH RE CONCRETE WASHOUT,STAGING AREAS, ' _w w I N Iw w y � 1
PORT-A-JOHNS,AND COVERED DUMPSTER. 3
11.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED. N m EXISTING ,(, 701VO D QEWATERING 112.BEGIN VERTICAL CONSTRUCTION. DETENTION 13.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND POND-PH.1 H�GEAREA b _ -
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION.
14.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING
IMPROVEMENTS. .d'/
15.REMOVE ALL BMPS II ,?� ��. / ; I 8'B+Y 20'BY 6'-4"TALL
PHASE 3 I ' CONSTR!$TION DUMPSTER(30 I w
(yy - CUBIC YARD DUMPSTER WITH W
16.INSTALL BMPS FOR CONSTRUCTION PHASE 2 PORTION OF SUBDIVISION \ COVERED R01�.-OFF TQe) �,
9. GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. G ' �� I ^" N
10.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL I r - PORT--OH'
L / 1 O
LOT-SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS, �'� ' `I' `I' `I'\ `I' `1' `I' `I' `I' `I' `I' `I' `I' `I' `1' `1' �`I' `I' I `I' 11��
PORT-A-JOHNS,AND COVERED DUMPSTER.
11.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED.
12.BEGIN VERTICAL CONSTRUCTION. I�+ „ F+M
13.UPON COMP E70SIIN♦`FOVERSfO�i'
LETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND .7 m + W �, �, �, �, �, �, �,
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION.
STALL RETENTION - -
14.IN POND ALONG WITH THE INSTALLATION OF LANDSCAPING
IMPROVEMENTS. + W
L .I'
Scale In Feet I w C04STRUCWON STAGING AR F'LM"1
15.REMOVE ALL BMPS ( _ 3 I
70 0 70 w w w �' �' �' �' w w �' �' w w w w �' �' w w w
PHASE 4 21 0 21 90 I w w w w w w I w w w w w w I I w U
i6.INSTALL BMPS FOR CONSTRUCTION PHASE 3 PORTION OF SUBDIVISION
17.GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. Scale In M¢t¢T8 .I'
IB.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL
LOT-SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS, w w w w +
PORT-A-JOHNS,AND COVERED ER.
.INSTALL BUILDING FOUNDATION ANDND COVER FILL PILE WITH TARP UNTIL REMOVED.
20.BEGI
20 N VERTICAL CONSTRUCTION.
21.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION.
22.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING ; m.m � 8•w a•w��e•w a-w C�e�•wjJ�
IMPROVEMENTS 8•'W SdW S W-� S W 8 Vµ 8 W 8 W S W 8 W-8 W 8"W 8 W W 8 W�•�"W 80' - ANLV -STPJ Issue Date:01-31-201"I
23.REMOVE ALL BMPS '^ 8 0 _ Ss"S 'Sri..
w - - -
- - �~ - ~� LL VEHICLr-TRACK PAD INST L VEHIC TRACK PAD
_ -a.w �.a a'sa A E STREET- wsTA
-� �jE aJ TREET�awa Am ESS3 sr D - LAR ROCK
I N - TR 11 1 �
3 m
NS
0 I C / 1 SWPPP
0 \ SWi SCALE:1"=70' \\ 1
TO, swi
#14624
LEGAL DESCRIPTDN:
INSTALL VEHICLE TRACK PAD E 1/4 COR.SEC.4
LEGEND LOT 3A,MINOR SUBDIVISION No.201A USING 3"-6" ANGULAR ROCK FND 5/8'REBAR
0.3'N of Co,Fnc.Post
LOCATED IN THE S 1/2,SEC 4,T.2 S.,R.5 E., [S89-18'14"W] - DETAIL ON SW5 (TYP.)
�MMM SILT FENCE OF P.M.M.CITY OF BOZEMAN,GALLATIN COUNTY,
MONTANA p 1035.2 28A'18`
IRF
STABILIZED CONSTRUCTION o o 00
- - -
ENTRANCE/VEHICLE WASH PAD a b� T,R P T_��
TREET [�'' bt- -
0 CONCRETE WASHOUT - T � g- _ - --
o� CONSTRUCTION EQUIPMENT STAGING AREA * o `I' LOT\I'5 \I\LJ 41' U T LOT'2 LOT 1 CONSTRUCTION STAGING AREA \ �� T J N
N' S4 A 8,�_�.:.�"t Z.0 Sq R 7,88a LA Sq R 1
CONS IN FENCING (REIN N .I. 43iMc Nt h,r�... QVa,mae �.ta rv« o.te e<r; '� (TYP-) �\ \.\\ + O m
'FOND-PH. \\V� ///!/ 1 C m E
-------SOIL STOCKPILE AREA aa
CONSTRUCTION ACTIVITY BOUNDARY(OVERALL)
W II - 0-^... m `I LOT 4 j 0) m
(OVERALL) MULTI-FAMILY DWEWNGS
CONSTRUCTION ACTIVITY BOUNDARY(PER PHASE) -II 2�9�j,9 0 3S6 \� \� \I' --� 1322 0 A�-.It \J A
VEGETATIVE BUFFER I .65 50 50 65.0' PORT-A�IO 8 S 20'IO 6' -4"TALL / ) o o
V1 aD I _ CONSTRUCTION DUMPSTER-30 I.L'
II r CUBIC YARD DUMPSTER WITH I I m
COVERED ROLL-OFF TOP(TYP.)
.�� DIRECTION OF STORMWATER AND RUNOFF 1 58.88' 0 0 381.58' 9 47• 'n 0 MONK, \ III W o S
0-8 m m C
PROPOSED CURB AND GUTTER SOIL STOCKPILE AREA(TYP.) 45. 2 q.Ft.
\ C a
-PROPOSED RETENTION POND CONTOUR O'\���! / h +Q 92.�' oar n '� I __ \ \ _ \\ e v
ti m LT7 o LT3
Nc w nil LOT 6 b MULTI-F DWEUJ \ ED
' M 11 c1 1 . ' 0.L1OJ T•1vu
9578 sq R 5443 ro Fet. WC
0.19IN WAY �yJ596 2503
. a 3
6 U
yyLOT 6 w8. � 999� a•. o-� \ III,,;_ i
GENERAL NOTES >. pzg•1z L do� 391.12' \
I a o.ts.15 / y LOT 5 G u`
'"'S^F' FUTUR,
1. CONSTRUCTION AND EARTH DISTURBING ACTIVITIES SHALL COMPLY WITH ALL .� w \� \I� \I� 3+ \o y, �,Y o.la rar.. m-
CONDITIONS OF THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED �'\G' ,Qr ', \ 391.12' 1 ® iO FLANDERS 11,WITH CONSTRUCTION ACTIVITY. \
2. CONSTRUCTION TO TAKE PLACE INCLUDES WATER AND SEWER UTILITIES INSTALLATION, Q' wLOT
1 I o
DRIVEWAY CONSTRUCTION, BUILDING CONSTRUCTION AND EROSION/SEDIMENTATION
CONTROL. 1 w X�• \\ nI I+q/
3. ALL CONCRETE MATERIAL TO BE DISPOSED OF WILL BE HAULED OFF SITE TO �' \I' •"o- _v o '
LANDFILL w 1 \ Im�Ts9 R LOT WE \ I 1 O
4. IF VEHICLE TRACKING IS OBSERVED, CONTRACTOR SHALL CLEAN-UP OR STREET w od4 rare. w `S 3 0a\I\ 1s erza sv R MULTI-FAMILY DWELLINGS
SWEET THE SEDIMENT IMMEDIATELY. it ,sy 5g3 1 m o.ls ea=.p 52,962 Sq.Ft.
5. IF ERODED SEDIMENT DEPOSITS DOWNSTREAM,CONTRACTOR SHALL REMOVE DEPOSITS. r`5D \I. '� . ,p ,I, t00' \ 1.2t58 Aeros
6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND N CP \ .�.y rn rn LOT 3
MAINTAINED BY THE CONTRACTOR AT LEAST ONCE EVERY 14 CALENDAR DAYS AND \ 1 °^ LOT
WITHIN 24 HOURS AFTER ANY STORM EVENT OF 0.25 INCHES OR GREATER. �' A0 °'� ICI 1
7. ALL INSPECTIONS AND MONITORING MUST BE DOCUMENTED AND RECORDS KEPT IN r TR \L a9� 3 .I. 00� LO Sv3/ $ _ '
ACCORDANCE NTH PART III.C.2 AND 3 OF THE MONTANA DEPT. OF ENVIRONMENTAL o�1 �, osl Aue. �0 �• is xro. o Tr 364.58 1�1
QUALITY GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH 1^ w
CONSTRUCTION ACTIVITY. J�� \ V9 2+g LOT �o l 1 1 1W�
8. EXPOSED SURFACES WILL BE SEEDED AND MULCHED AS SOON AS POSSIBLE. I M \I. 1 \L a Jags i. �I \
O n
9. CHEMICALS, FUEL, LUBRICANTS,PAINT, FERTILIZERS, ETC. SHALL BE STORED IN 1 ' - o1B LOT 2 I C5
AREAS NOT SUBJECT TO RUNOFF AND PROTECTED FROM MOVING EQUIPMENT. \7,�" \I, w °J 7168 sq LOT 1
10.NO OF THE TEMPORARY EROSION CONTROL STRUCTURES SHALL BE REMOVED UNTIL °• R "! \ o.le
100.00• MULTI-FAMILY q.Ft 1 h+=I PERMANENT VEGETATION AND SITE STABILIZATION HAS TAKEN PLACE. � \L 21�~\L �� 103.30' s6,e32 sq.Ft.
11. DISTURBED SOILS SHALL BE STABILIZED WITHIN 14 DAYS OF CLEARING OR INACTIVITY Al a o 1.3047 Acroa
IN CONSTRUCTION �' 1AA o • $ w LOT $
12.CONTRACTOR SHALL DISPOSE OF EMPTY/UNUSED CHEMICAL AND HAZARDOUS WASTE LOT 1 a sq R
CONTAINERS IN ACCORDANCE WITH LABEL INSTRUCTIONS. 9412 sa R 9 o.1e kti LOT 1
13.CONTRACTOR SHALL PERFORM DAILY CLEANUP OF CONSTRUCTION SITE TO ENSURE ZO I \ 1
THAT ALL LITTER IS CONTAINED IN AN APPROPRIATE ENCLOSURE OR CONTAINER. al. \I, \I, 100.00' 'Im 1 .0' I_
14.CONTRACTOR SHALL PROVIDE A SUITABLE WASTE CONTAINER FOR SOLID WASTE y
DURING CONSTRUCTION. m \I, V'' _ 1 _
15.CONTRACTOR SHALL PROVIDE PORTABLE TOILETS LOCATED A MINIMUM OF 15 FEET M -
FROM STORM DRAIN INLETS AND RETENTION BASINS. `-J / Op o 0 o I
16.CONTRACTOR SHALL INSTALL SILT FENCE,CONSTRUCTION FENCE, AND TRACK PAD, 't J 1 V00' _ - -` _ ,S'HERWOOD Pi TO INITIATING CONSTRUCTION ACTIVITIES. L -
17.CONTRACTOR SHALL REMOVE ALL BMPS AT THE END OF THE CONSTRUCTION / so.o' so.o' �loo.uo� Or.a 1
PROJECT. Q
18.DRIVEWAY AND SITE GRADING BY OTHERS �I R 12U100 � LOT 1 LOT 1 - Lf 1 . �2LO1v1
.r1 4 aa1J S9 R 6A1J Sq R "I'S9 R .3 � J495 5q R
�' rl �`7' `I' OT 1`7'o LOT2 0\1LOT 3`I' °o a.le rare. a,e xne \7'o.ta-.w V17 xn,\k aL
_ s9 R O 8,00a Sq R O 6.00°Sq Fl o 106.$8•PHASE DESCRIPTIONS AND `<I a�« ,.arc. a''t�•' aoo➢ '� oo.o) 100.0o I O
zC
SEQUENCE OF WORK R=33o.00"0L v w w ��� o� w w
\ 84'48'22"W] _1B.es IIC�rI
\ 4 264 ti5 22• ,_1rg Rn \ �"'o.o� so.00' so.00 LOT 2 LOT 2 LO d c !r
�7 2
8.a80 Bq R n J.aBo Bq R �\' 8. •D�80.1a ktiR
PHASE1 _ \
1. INSTALL ALL BMPS FOR RIGHT-OF-WAY INSTALLATION INCLUDING SILT FENCE AND U; rRwuul -II - - `7' `7' `7' `7' J'C"i `I'
CONSTRUCTION TRACK PAD J_ I 1 1100 .00 - 100.00 105.82'
2. GRUB AND CLEAR THE SITE IN THE AREA OF THE FUTURE RIGHT-OF-WAYS. L=7.88 _ -- - \I' \I' \I' \I' \I' \T1.
\I' J' o J W `tl'� \ \
3. EXCAVATE AND INSTALL UNDERGROUND UTILITIES INCLUDING WATER AND SEWER 0-Tp) PBS __ - LOT 3 LOT 3 I_OT J -OT 3 Gam' a _-- 327 R
SLABS TO EACH INDIVIDUAL LOT PER PLANS. T�T L=52.08$€B9�o#3 \I� \I� \I� \I� \I� \I� \I� \I�_ 8,000 Sq L: 9,00a Sq R \lid•°°°s9 ra is Mru `I' `-
4. PAVE ROADWAY. 'N DI`1�' :=29.84 tN o.l4 xrae� o.,a xm� o.la krc. 0 W! O O
5. INSTALL CURB&GUTTER,SIDEWALK,BOULEVARDS,AND INLET STRUCTURES. R=po000 (O �, �, �, �, �, _JIB 105.06'
6. INSTALL DROP INLET PROTECTION IMMEDIATELY AFTER THE INLET STRUCTURES HAVE - L=O.(}0 10 Do, 10.00' U
BEEN INSTALLED. ,'=0.00 LOT 4 OT A c I \ \
7. VEGETATE BOULEVARD SO THAT RIGHT-OF-WAY IS STABILIZED. R=9.90� \I' / \I' \I' `I' W `I' w `I' `I' W `I' LOT ¢ e,aoo s9 R q 1,4 s9 LVOT 4
L=24.41 I.J a8o By R = O.ta/ara VgT O.ta brp E,z°t Sq R
PHASE 2 o=s4.41 �°
R=2s.00 •� - o __ _ 104.30' �I
8. INSTALL BMPS FOR CONSTRUCTION PHASE 1 PORTION OF SUBDIVISION. -- I ' ��� W W \L W 100. 100.00' O rTl �j
9. GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. - 1 w F=I
10.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL ,p \7. \I� \7. \7. \7. \7. \7. \t. .� \� \I� \I� -5' LOT 5 LOT 5
LOT-SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS, ' \ txj aaao sq R s,a R o 4�� c
PORT-A-JOHNS,AND COVERED DUMPSTER. rT .p EXISTING Io 0.14 Aanr
11.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED. POND-PHA PH 1 `+ Nb a � w
12.BEGIN VERTICAL CONSTRUCTION. J C'1 eypm.9p eyAp e,ztz R
13.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND u>, ' \I' `7'\ `7' `7' `7' `7' `t' `I' W `7' `I' p .n 1
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION. CO A \ O
14.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING C ��I J' J' W W `I' `I' `I' `I' `I' `I' J' `I' `I' �0.00' 100.00• n 03.16 n
IMPROVEMENTS. �i 's ' \ x _ L`
15.REMOVE ALL BMPS �i �, J, c L
cY co LOT 6 LO�f 6 o LOT\"6
PHASE 3 j'°;:krc:
16.INSTALL BMPS FOR CONSTRUCTION PHASE 2 PORTION OF SUBDIVISION V.LJJ 10240' O
9. GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. _ y, y, \7, .00' 100,00• ✓' \I'
10.ADJUST BMPS FOR SEDIMENT CONTROL E INDIVIDUAL LOTS AND INSTALL ` \ \ O
LOT-SPECIFIC BMPS SUCH RE CONCRETE WASHOUT,STAGING AREAS, I' C,a N, �, �, �,� �, �, �, �, �, w w w w w w \I' �' LOT 7 "LOT 7T" LOT �'
PORT-A-JOHNS,AND COVERED DUMPSTER.
11.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED. �' cP I IXlyg OVERSTO e.aoo sq R e.aoo sa R aii 59 R
12.BEGIN VERTICAL CONSTRUCTION. '� _ W W \L W w w W W \L W W w 414 Z. \I. atµra� tO y O
13.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND / 101.63'
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION. '� (.I �, �, �, �, \I, \I, \I, 100.00' \1,100.00'\I,
14.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING Scale In F661 (. M
IMPROVEMENTS. 70 0 70 p - \I' W W W W \I, J, \I, \I, \I, \I, W W W �, \I, o c L LOT\I,8 hiy
15.REMOVE ALL BMPS I I,N
LOT 8 LOT 8 e.o 5 sq R r
I 9,00aSq R 8,00a 59 Rw 0.14
21 0 21 �. `..' w w w w w w w w 110 k�, +00.87'
PHASE 4 100.00' 10000o' y w
i6.INSTALL BMPS FOR CONSTRUCTION PHASE 3 PORTION OF SUBDIVISION Scale In M6l¢9.8 L-2441 1 \I, \I. \I. \I. \I. \I. \I. \I• \I• \I. \I. \I. \I. \I. \I. \I.
17.GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. _
18.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL �'55.94-- �, \I� \I� \I� \I� \I� W W W W LOT 9 \iLOT 91 H4T
LOT_SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS, Lx45074 1}y1 C eAlg^s9`^0 aei [ 0,14R
PORT-A-JOHNS,AND COVERED DUMPSTER. ��` 'An I I,19.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED. Rc2f>.21 . R
20.BEGIN VERTICAL CONSTRUCTION. =100.00 a - - - - - ,� -3 -
An,
21.UPON COMPLETION OF VERTICAL CONSTRUCTION,I INSTALL PAVED DRIVEWAY AND �rC �,. - T ' m
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION. YYY��� L=26.30
22.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING 4 \ ISSUG DQta:O-3-2On
IMPROVEMENTS =25.00 - - - - - -
23.REMOVE ALL BMPS =5.19 'fDi3.86-090'OD'00�
[S5'11'38" Ng4'48'22"E - A E STREET
00 ao 17441V - -
ANNIE STREET A ESS#3
1 SWPPP �Il �I1� I �I16
0 III Us III���$ SW2
O O \ SWi SCALE:1"=70'
#14624
E 1/4 COR.SEC.4
LEGAL BEscRIPnDN:
LEGEND - 0.3'N of Ca Fnc.Post
LOT 3A,MINOR SUBDIVISION No.201A FND 5/8 FE
LOCATED IN THE S 1/2,SEC 4,T.2 S.,R.5 E., \ [$$9'18.14"W]
�MMM SILT FENCE OF P.M.M.CITY OF BOZEMAN,GALLATIN COUNTY,
M I Ps- 3 26
ONTANA Q 11111. ,E �rFtr -�--
2gg18'1r �- Z
- - - - -
STABILIZED CONSTRUCTION ` /1I V C+
ENTRANCE/VEHICLE WASH PAD a e OAK CTR�+ T ' _ �uii_`�T R F.F.T
TREET [ b �-- -
0 CONCRETE WASHOUT
o� CONSTRUCTION EQUIPMENT STAGING AREA
D+ LOT 5 LJT 4 LOT 3 LOT 2 LOT 1 6•e9
CONSTRUCTION FENCING y g7�yy.� g�'24 0.14.:�.In M14 ga Fl °.1. Fl �J
E%I /np7. e,[6I>8NG NOHT4�a O.t4 Nree u.t4 Mx« q.te Ocre J
SOIL STOCKPILE AREA *I�IIID RETENTION P/�/ N/ _ \ o o J' o J' \\\ / / �I 1 C m m E
tttt� ttt�CONSTRUCTION ACTIVITY BOUNDARY(OVERALL) w N w MULn-LOTFAMILY pLNGs '�, \ \\ // / -�/ E u^mi `w
(`Y/�, - \ 00' J� �✓ J� `V�
CONSTRUCTION ACTIVITY BOUNDARY(PER PHASE) 6 'j
-II rev I �j•6 3S E6' 1.2230 Acroa / L> E a
VEGETATIVE BUFFER .65 50 50 65.0 / III ) co
H m°
1 0� s
DIRECTION OF STORMWATER AND RUNOFF ) OV
COC7I/MON III W o $
58.88E n 381.58' 9.47' S A\\E 8 \ Ol o^m C
PROPOSED CURB AND GUTTER �'� ^ Q- \\ r Ft.
.� O� _ o I 1\ 45, 2Ft \\ C a
-PROPOSED RETENTION POND CONTOUR O\0 / row LOT 71 + �68`I'o�r J� 1 + L T 3 Y\ \ [ `v
�1 NG � u111r A, LOT �\ MULTI-F DWELLINGS 1A. \ 01 o t
JN WAY - 1 LLO 6 �� R �p 54,483 .FL bb C
/ ' �� '•o.n,ma4inFl`I' S 1w9,er w ' 1.2503 ros �\\ III [�� W
w
/ LOT 6
GENERAL NOTES ( r a i s��„ LOT 5 � moo $ \ 391.12' \\\ G I R,
2 O
u-a o .A o81ie°�sgiFt �z
1. CONSTRUCTION AND EARTH DISTURBING ACTIVITIES SHALL COMPLY WITH ALL � I `i' `i' w z s n* � � 1 sa
_ s �° a.lewa. FUTUR,
CONDITIONS OF THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED - \ - -
"TH CONSTRUCTION ACTIVITY. ' I `I' `I' `I' `I' +L `I' 391.12' \ ) ® FLANDER,S I'l,
2. CONSTRUCTION TO TAKE PLACE INCLUDES WATER AND SEWER UTILITIES INSTALLATION, 'T1T 4 1277 o
DRIVEWAY CONSTRUCTION, BUILDING CONSTRUCTION AND EROSION/SEDIMENTATION
CONTROL rcl
\ J� 1 J� J� m mw'� o.t ec�6. /`V „000� rno \
3. ALL CONCRETE MATERIAL TO BE DISPOSED OF WILL BE HAULED OFF SITE TO
LANDFILL. C,� LOT 4 r1o, rn• \
4. IF VEHICLE TRACKING IS OBSERVED, CONTRACTOR SHALL CLEAN-UP OR STREET C� 1 n • • •`I'tMms°` 3 [,OT 4 `i' LOT 2 �,r� o z_, A-I
SWEET THE SEDIMENT IMMEDIATELY. �1 o.z4 r4rr `S 00I 'Y ois k Fl N MULTI-FAMILY DWELLINGS O
5. IF ERODED SEDIMENT DEPOSITS DOWNSTREAM,CONTRACTOR SHALL REMOVE DEPOSITS. \ Uy� Ay9 J� .�' o'S,d \ 5z,96z sq.Ft. I I
1 W W 10 1.2158 Aeroa
6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND N wl �I
1.
MAINTAINED BY THE CONTRACTOR AT LEAST ONCE EVERY 14 CALENDAR DAYS AND rn \ `I' rn LOT 3 `I' °�� `I' % \G\.,
WITHIN 24 HOURS AFTER ANY STORM EVENT OF 0.25 INCHES OR GREATER. i ,Ao�z ao, m `I'rtAtt o
7. ALL INSPECTIONS AND MONITORING MUST BE DOCUMENTED AND RECORDS KEPT IN Q1 \ �' MIT 3`I' o. �'• i��o LOT 3 1, " p\ I 1 1
ACCORDANCE WITH PART III.C.2 AND 3 OF THE MONTANA DEPT. OF ENVIRONMENTAL A f➢. 6A7U Sq R Op Ok 6959 eg Fl � o\ 364.58'
QUALITY GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH o 1OI1 ost
CONSTRUCTION ACTIVITY. �No1 \ 'ems• 1p465
8. EXPOSED SURFACES WILL BE SEEDED AND MULCHED AS SOON AS POSSIBLE. LOT a `. o \ W
9. CHEMICALS, FUEL, LUBRICANTS,PAINT, FERTILIZERS, ETC. SHALL BE STORED IN 1 I M ,qp. `I'0 e°.1°,e
AREAS NOT SUBJECT TO RUNOFF AND PROTECTED FROM MOVING EQUIPMENT. N+� � w w ''�� LOT 2 LOT 1 I r 10.NO OF THE TEMPORARY EROSION CONTROL STRUCTURES SHALL BE REMOVED UNTIL 9,1w Fl iv `1' `� o eee sq Fl
PERMANENT VEGETATION AND SITE STABILIZATION HAS TAKEN PLACE. w w o.zt Wer ado I 1pp.00• 1% MULTI-FAMIL
0 r DwewNc,
11. DISTURBED CONSTRUCTION SOILS SHALL BE STABILIZED WITHIN 14 DAYS OF CLEARING OR INACTIVITY o 103.3' 56,832 Sq.Ft
IN
•I.",AV ���$ o, $ .I, N .I. .I. F 1.3047 Acree
12.CONTRACTOR SHALL DISPOSE OF EMPTY/UNUSED CHEMICAL AND HAZARDOUS WASTE \ o LOT 1 w I II
CONTAINERS IN ACCORDANCE WITH LABEL INSTRUCTIONS. `I' e4�s�'n nw LO�1 - rT,
13.CONTRACTOR SHALL PERFORM DAILY CLEANUP OF CONSTRUCTION SITE TO ENSUREe, 0
THAT ALL LITTER IS CONTAINED IN AN APPROPRIATE ENCLOSURE OR CONTAINER. �J'• �, �, �, �I' < So.'s \
14.CONTRACTOR SHALL PROVIDE A SUITABLE WASTE CONTAINER FOR SOLID WASTE ur 100.00' 100.00' 368.21' J I
DURING CONSTRUCTION. .�yy03 _ 1
15.CONTRACTOR SHALL PROVIDE PORTABLE TOILETS LOCATED A MINIMUM OF 15 FEET M
FROM STORM DRAIN INLETS AND RETENTION BASINS.
16.CONTRACTOR SHALL INSTALL SILT FENCE,CONSTRUCTION FENCE, AND TRACK PAD, p� L _ _
PRIOR TO INITIATING CONSTRUCTION ACTIVITIES. / Vy - I SHERWOOD Y
17.CONTRACTOR SHALL REMOVE ALL BMPS AT THE END OF THE CONSTRUCTION < 20. 9 o so.o' 60.o' 100.00'
PROJECT. / �11-
-18.DRIVEWAY AND SITE GRADING BY OTHERS. 3 R .00oLOT 1 LOT 1 LOT LOT 1U17 Sq R 6.617 Sq R 6,817 Sq R 7,295 Sq
�� �1 T1LOT 2 o LOT 3 a.1a Kr.. ate Aem o.tarnrAePHASE DESCRIPTIONS AND 1T 1 o 0°°4°k" �O 106.58'
SEQUENCE OF WORK ®� "° - v w �w w I'o 100.00' 100.00. Too. _
26 2"W] R=330.00
( 84'482 =18.89 w 60.0' 6 0' 60.00' Im o OT 2
PHASEI 41 aa$'2 a LOT a LOT 2 LOT 7
N ,O Z000 Sq Fl 6.000 5a,T - •.72.. \ \
O
1. INSTALL ALL BMPS FOR RIGHT-OF-WAY INSTALLATION INCLUDING SILT FENCE AND - ERWOfPD- - F _
CONSTRUCTION TRACK PAD 100.00' i100.00' 10. 5.82'
2. GRUB AND CLEAR THE SITE IN THE AREA OF THE FUTURE RIGHT-OF-WAYS. -J- �' �' �' �' �' �' w I-
3. EXCAVATE AND INSTALL UNDERGROUND UTILITIES INCLUDING WATER AND SEWER L=7.88 -- --_ ____ w o -
SLABS TO EACH INDIVIDUAL LOT PER PLANS. T1 Jy2 � P8SS�1 J`�': _ -----_ .F J� J� J� �( �OT o LOT 3 LOT 3 '121 3 \ O
4. PAVE ROADWAY. ,N L�"" L-52.0�@89�0 3 �/J o .ao�sq '° %000 sa A i000 s n�...Fl
0.14 xnr 1iu
5. INSTALL CURB&GUTTER,SIDEWALK,BOULEVARDS,AND INLET STRUCTURES :=29.84
6. INSTALL DROP INLET PROTECTION IMMEDIATELY AFTER THE INLET STRUCTURES HAVE R=0o0.00�VJJ -
BEEN INSTALLED. - L=O.(}0 100.00` -"�100.00'- 1 T J �
=o.00 w w LOT u � \7. VEGETATE BOULEVARD SO THAT RIGHT-OF-WAY IS STABILIZED. L.OT 4
LOT s d e0004 M°rm o00i k,<e I iai 4 \ Z
PHASE 2 L=za.4t w w w w w w w w w e14 sq Fl 6g Fl
A=55.94 - at4 krr 1r-1 11
`7104.30' 1�
8. INSTALL BMPS FOR CONSTRUCTION PHASE 1 PORTION OF SUBDIVISION. m -- - O
9. GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. �`y 100.00' 1100.00' 10
10.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL G �I
LOT
-SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS, `� LOT o LOT
R a Fl 1
PORT-A-JOHNS,AND COVERED DUMPSTER. N EXISTING I`I' `I' `I' �' �' �' �' `I' `I' `I' `I' o=ASq 0 0.14 kroa M14
11.INSTALL BUILDING FOUNDATION AND COVER FlLL PILE WITH TARP UNTIL REMOVED. U'• DETENTION l '
12.BEGIN VER14
TICAL CONSTRUCTION. POND-PH 1 _ \ o
13.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND u Wf•1 �' �' �' �' �' �' �' �' b o atOWAp e100 6,212 Sq R T 1
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION. p ' w w w w w w p
14.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING
O
IMPROVEMENTS. m NI 'LTl 100.00' 10 .16'
15.REMOVE ALL BMPSii N �' �' `J �v �' `I' `I' `I' `I' `I' `I' - 1 T
C7 o LOT 6 o LOT 6 LOT 6 \ v�
PHASE 3 n=. w w w w w w w w w w o LU sa Fl W
16.INSTALL BMPS FOR CONSTRUCTION PHASE 2 PORTION OF SUBDIVISION d, e,oao sq R e,aoo a_, \ou xrr
9. GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. C1r A 1.1• .1• .1• J• .I. .I. .I. .I. .I. .11 .I. .I• J• J• w at4 Acm 0t4 tcryr �102.40' ■ r ,
10.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL 1 \ 100.00'
LOT-SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS,
PORT-A-JOHNS,AND COVERED DUMPSTER.
11.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED. LOT 7 LOT 7 LOT 7 w
12.BEGIN VERTICAL CONSTRUCTION. cl:Ol `I' `I' `I' `I' J' J' `I' `I' `I' `I' `I' DdknNG OVEIISWRr `I' e.-so Fl 6.600 sq Fl 6,1z1 sq R 0
.14- 0.14 Ae a14-
13.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND - \ rJP- O
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION. J .�, .�, �. .1. .1. .1. .1. .1. .1. .1. W .� .I. W .I. .1. .1. ^ 01.63'
14.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING ���Wmi
�Ay I `\✓� LL 100.00' 100AB=-q
IMPROVEMENTS. 70 Scale In Feet 70 W J, J, J, J, •I• I � Y LOT 8 rY�
15.REMOVE ALL BMPS I �1
✓ ✓ w w w w w w w ✓ ✓ w w LOT
eu0oos°8 uuk.a U 0.14 Acm M14 Acy.
PHASE 4 21 0 21 O �Ooo.e7'
16.INSTALL BMPS FOR CONSTRUCTION PHASE 3 PORTION OF SUBDIVISION Seale In Meters 100.00' tp0.00,
17,GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. L=24.41
18.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL -p:55.94- LOT 9 LOT 9 LOT 9 _
LOT-SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS, =25.00 of e,817 sg Fl 60,9117 sg n e,647 s4 Fl -
PORT-A-JOHNS,AND COVERED DUMPSTER. I Lx45.74 ICI`�C 0.t6•err ."1"a) h j o.t4 xra.
19.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED. c 2f�21�` 1 A! I
20.BEGIN VERTICAL CONSTRUCTION. R=100.00 ` `I' `I' - •I. - -R•.I. -� - w -W- - w 10n nn' _
21.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND ." t �', . , . , . , . . . . . . . . . .
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION. L=26.30 _ o
22.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING A \ -
IMPROVEMENTS
23.REMOVE ALL BMPS - - - - - - Issue Date:01-31-201"I
A=5.19 A E STREET rD13es os�w°°�
[S5'11'38" N84'4B'22"E
a .00 174 4t3' -
ANNIE STREET A ESS#3 -
-
0 UB Q(1 t SWPPP �Il �I1� I �I16�11
III � SW3
O O \ SWi SCALE:1"=70'
#14624
LEGAL DESCRIP110N: E 1/4 COR.SEC.4
FND 5/8"REBAR
LEGEND LOT 3A,MINOR SUBDIVISION No.201A 0.3'N of Cor Fn Po.t
LOCATED IN THE S 1/2,SEC 4,T.2 S.,R.5 E., [S89.18'14"W]
�MMM SILT FENCE OF P.M.M.CITY OF BOZEMAN,GALLATIN COUNTY, c
MONTANA -
��
1035.2�T69+16'14" �--
STABILIZED CONSTRUCTION w _
ENTRANCE/VEHICLE WASH PAD a c l/f1K-d-l-itrP T - - - o- LEiK JL[1GE_T___
TREET [ � _
0 CONCRETE WASHOUT - - - - _
b�-CONSTRUCTION EQUIPMENT STAGING AREA °+ 1p6.8g•
LOT 5 LJT 4 LOT 3 LOT 2 LOT 1
E
-0 ❑ CONSTRUCTION FENCING I XISTING n ':ao sv n 7Jro0 sv R
4 Mee 0.14 Aae. 0.14 Mae 0.18 M.
RETENTION N O _ o
16 16 0
-------SOIL STOCKPILE AREA W'IPIID-PH / _ I %u o III C �n is m
111�CONSTRUCTION ACTIVITY BOUNDARY OVERALL // oI o I LOT WE
(OVERALL) /.` MULTI-FAMILY DWELLINGS
CONSTRUCTION ACTIVITY BOUNDARY(PER PHASE) o III r`V J �y 1.2230 Acres / / 7 'a
���PPP !■ 53.275 Ft.
a n
[u o
VEGETATIVE BUFFER `J OI `4 = `°� �0 �89 TO:
m In
O'
DIRECTION OF STORMWATER AND RUNOFF < //II
s - 381.58' 9.4T Colt.ON \ W o
PROPOSED CURB AND GUTTER �•," _ Q-byo 415. 2 9CCCCCC.ERB \\ 9 m m
PROPOSED RETENTION POND CONTOUR 1 �ry0�r(Q / LOT 7 ° ° o.�. _ L T 3 s\� �'a"
4j q }
S NG "it ;� LOT 6 K MULTI 4 DWEWNGS lA. \ 'Q; lP❑a L
9N WAY p555 ea7a sq n 5.i5c .Ft. E
// / � o to LOT s °I" 1.2503 rea W c
LOT 6 ^n
1
7, sq
LOT 5 '0 391.12' ❑ _ 8
a59 R y \1� 100 S \
GENERAL NOTES 12a o -o S R Lor 5 w
1. CONSTRUCTION AND EARTH DISTURBING ACTIVITIES SHALL COMPLY WITH ALL \ /�VpO �-1 q R G 'rm• \• FUTUR;
CONDITIONS OF THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED .'� O \ 391.12' \ I ® `° FLANDERS {I',
WITH CONSTRUCTION ACTIVITY. ST1•.0 c- /7 n. Do \
2. CONSTRUCTION TO TAKE PLACE INCLUDES WATER AND SEWER UTILITIES INSTALLATION, LOT 4 �p0 12.77
DRIVEWAY CONSTRUCTION, BUILDING CONSTRUCTION AND EROSION/SEDIMENTATION E>., 1A98 eza+sq P
CONTROL.
3. ALL CONCRETE MATERIAL TO BE DISPOSED OF WILL BE HAULED OFF SITE TO �,
LANDFILL. W 1 \ LOT 4 `� LOT 2 I 1 t�_I! P.
4. IF VEHICLE TRACKING IS OBSERVED, CONTRACTOR SHALL CLEAN-UP OR STREET fY„ 1o,0eo sq R /7 �� t�OT 4 - 0
0.24 km Op 2a sv R MULTI-FAMILY DWELU
SWEET THE SEDIMENT IMMEDIATELY. 1m o.1s e<rr 'c7
5. IF ERODED SEDIMENT DEPOSITS DOWNSTREAM, CONTRACTOR SHALL REMOVE DEPOSITS. ,A553 1p0�o sz21558 nc'rea' I I `X,z`j Ir.I; z
6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND .A I "\ O
MAINTAINED BY THE CONTRACTOR AT LEAST ONCE EVERY 14 CALENDAR DAYS AND La°T5q', - N
WITHIN 24 HOURS AFTER ANY STORM EVENT OF 0.25 INCHES OR GREATER. w o' ICI
7. ALL INSPECTIONS AND MONITORING MUST BE DOCUMENTED AND RECORDS KEPT IN \ LOT 3 0.16aeree 364.58'
�,
ACCORDANCE WITH PART III.C.2 AND 3 OF THE MONTANA DEPT. OF ENVIRONMENTAL o ml aosil A�aai -7 p•T�p4 LOT 3
wie Kgre. o
QUALITY GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH Tn \ 7 iO c+ s ® I I ` I 1 � O
CONSTRUCTION ACTIVITY. pl \ �.- 10a.65 � M (\
8. EXPOSED SURFACES WILL BE SEEDED AND MULCHED AS SOON AS POSSIBLE. I VW�T LOT sqi.��\\\ 1
9. CHEMICALS, FUEL, LUBRICANTS, PAINT, FERTILIZERS, ETC. SHALL BE STORED IN 1 a1s rare. LOT 2 r o
AREAS NOT SUBJECT TO RUNOFF AND PROTECTED FROM MOVING EQUIPMENT. naesv R LOT 1
R 10.NONE OF THE TEMPORARY EROSION CONTROL STRUCTURES SHALL BE REMOVED UNTIL aaeo,4 \ 7 o.1e kti u
PERMANENT VEGETATION AND SITE STABILIZATION HAS TAKEN PLACE. o.v wr.. /o ,DO, �� MULTI-FAMILY DWELLING:,
11. DISTURBED SOILS SHALL BE STABILIZED WITHIN 14 DAYS OF CLEARING OR INACTIVITY 103.30' 56.832$q.Ft.
IN CONSTRUCTION 1 _ 1¢4 A 0 _ 1.3047 Aore
o LOT 1
I I 1
12.CONTRACTOR SHALL DISPOSE OF EMPTY/UNUSED CHEMICAL AND HAZARDOUS WASTE 1 LOT M W116SSggFt LOT 1 I I
CONTAINERS IN ACCORDANCE WITH LABEL INSTRUCTIONS. 9.412 svre R r-,
0.22 k II III 08497�S�R
13.CONTRACTOR SHALL PERFORM DAILY CLEANUP OF CONSTRUCTION SITE TO ENSURE / _
THAT ALL LITTER IS CONTAINED IN AN APPROPRIATE ENCLOSURE OR CONTAINER. ._
14.CONTRACTOR SHALL PROVIDE A SUITABLE WASTE CONTAINER FOR SOLID WASTE 100.00' 368.21' -�
DURING CONSTRUCTION. I
15.CONTRACTOR SHALL PROVIDE PORTABLE TOILETS LOCATED A MINIMUM OF 15 FEET - o
M
FROM STORM DRAIN INLETS AND RETENTION BASINS.
16.CONTRACTOR SHALL INSTALL SILT FENCE, CONSTRUCTION FENCE, AND TRACK PAD, 1 1 1 �e°� SHER WOOD Y'
PRIOR TO INITIATING CONSTRUCTION ACTIVITIES.
17.CONTRACTOR SHALL REMOVE ALL BMPS AT THE END OF THE CONSTRUCTION 100.00' 100.00' 0. I 'lOr.46
PROJECT. ' 9 1
18.DRIVEWAY AND SITE GRADING BY OTHERS. _ i"
LOT 1 LOT 1 LOT 1 �^ r 2 LOT 1 I
o. I q I rT F-I�I 'OT 1 LOT 2 LOT o°io A�a.eR u1a aie u i O
W M` Sq R Op 6.000 5a R a,000 Sq I F
PHASE DESCRIPTIONS AND T al are. 0.14 M. a 0.+4 M.. 106.58' ^�J
z - oo.00' 100.00' 100.00' ICI Q
SEQUENCE OF WORK B6s �1
\ 84'48.22 ] R 330.00 u
a a8'22" 0 =n 0 0 s. ' o a m LOT 2 LOT 2 �I LOT 2 l
q1� 26 ` 'o `f� m 3.a14 sv R \ ..14 sv R 3o sv?
_ 2 o o 'oo
C d o 0 0
PH ASE1 , �•, �- a'�4/cam 0.14/,err 0.14/cra 015 Acre
� J
1. INSTALL ALL BMPS FOR RIGHT-OF-WAY INSTALLATION INCLUDING SILT FENCE AND �rr,TR�o� A--_ ' _ �o ��
CONSTRUCTION TRACK PAD J 11100.00' a100.00'I I I 1 1 I100.00, 105.82' - e
2. GRUB AND CLEAR THE SITE IN THE AREA OF THE FUTURE RIGHT-OF-WAYS. L=7.88 _/ , U_ �o b b - - A
3. EXCAVATE AND INSTALL UNDERGROUND UTIOTIES INCLUDING WATER AND SEWER ,Ar n 7� Le _' _ _-------- LOT $ o LOT 3 I Or J LOT 3 o, M
STUBS TO EACH INDIVIDUAL LOT PER PLANS. lY U �/' , 6,00o0.14 sv 1. B.000 5q R 5.000 sv'. .",s27 sv R \ 0
4. PAVE ROADWAY. L=52.0� O.+a Acres o.t{k-. o.ta kn, .ls xr.e a \ O O
5. INSTALL CURB&GUTTER,SIDEWALK,BOULEVARDS,AND INLET STRUCTURES. p�=29.00 ^ _ 105.06' r\
6. INSTALL DROP INLET PROTECTION IMMEDIATELY AFTER THE INLET STRUCTURES HAVE L=D 100.00 100.00' 100.00' U
BEEN INSTALLED. u I \ \ 7
7. VEGETATE BOULEVARD SO THAT RIGHT-OF-WAY IS STABILIZED. A_ LOT 4 aOoo sq Rrr o aOooTsv R I zOT 4 LFfal^'•-a11.
o.ta k�4 0 o.ta Aaw
PHASE 2 5.9 / ooii ras°ti '° I1.14 Acres
. I I I I--I
8. INSTALL BMPS FOR CONSTRUCTION PHASE 1 PORTION OF SUBDIVISION. 2 104.3 O
.y 100.00' `100.00' 100.00-
9. GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. _
10.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL I LOT 5 LOT 5 $ LOT 5 C
LOT-SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS, \ f� e.000 sq R o soon sq R c o u
PORT-A-JOHNS•AND COVERED DUMPSTER. N EXISTING I- n o00� 0 0.14 M. 0.14 M..
11.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED. DETENTION o
12.BEGIN VERTICAL CONSTRUCTION. POND-PHA I ` i^0.Sara ND 1
13.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND W \. C-1 o 1J00.10D 1 00 e,z+z sv R r l
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION. CO I K\RF70 TO BE LANDSCAP D WITH SOD, S UBS, AND REES �-p
14.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING n
m \
IMPROVEMENTS. \ 100.00' 0 100.00' M 103.16'15.REMOVE ALL BMPS
\ -� o
PHASE 3 0 o eOT�6
LOT 6 LOT 6
�T� W
LOT
Sq R 8.000 Sp R
16.INSTALL BMPS FOR CONSTRUCTION PHASE 2 PORTION OF SUBDIVISION 0.14- 0.14 rare. 014 rare'
9. GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION. ' _ I 102.40 0 I / O
10.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL a _ f 100.00' 100.00' 1�11 �
LOT-SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS, I `
PORT-A-JOHNS,AND COVERED DUMPSTER. \ LOT 7 �� ❑ GT'I
11.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED. �.
12.BEGIN VERTICAL CONSTRUCTION. ,� 1 \ EXISTING OVFRSTORY \`V\ - i c a°O00k n 00000 kq n c c 0.14A�crw Q
13.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND l 101.63'
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION. ,��W \� II O
14.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING W ( - 100.00' 100.00'
IMPROVEMENTS. Scale In Feet m \ b 2 M
15.REMOVE ALL BMPS 70 0 70 I I LOT 8 LOT 8 LOT 8 Fil
6,000 5a R 8,000 sv R o Ci a,o.Sq R r
0.1{Acres 0.14 rcre .14Z. � \/
PHASE 4 21 0 21 100.87'
6 INSTALL BMPS FOR CONSTRUCTION PHASE 3 PORTION OF SUBDIVISION Scale In Meters 100.00' 100.00'
1 . n�
7.GRUB AND CLEAR PHASE 1 PORTION OF SUBDIVISION.
18.ADJUST BMPS FOR SEDIMENT CONTROL ON INDIVIDUAL LOTS AND INSTALL -55.94
L I LOT 9 LOT 9 LOT 9 _
OT-SPECIFIC BMPS SUCH AS CONCRETE WASHOUT,STAGING AREAS, R=25.00-1 , ` '` HAS 0.817 5q R 8.817 Sq Fl 9,B4)Sq R
PORT-A-JOHNS,AND COVERED DUMPSTER. Ls45.7 0.16 rare. a.1s rare. I �L 0.14 Mee
19.INSTALL BUILDING FOUNDATION AND COVER FILL PILE WITH TARP UNTIL REMOVED. C2S. ` - 1pn nn'
20.BEGIN VERTICAL CONSTRUCTION. R=100.'0 �- - - -
21.UPON COMPLETION OF VERTICAL CONSTRUCTION,INSTALL PAVED DRIVEWAY AND / �- 'Z� �LO0.0� '- �
LANDSCAPING IMPROVEMENTS FOR FINAL STABILIZATION. �i L=26.30 �•
22.INSTALL RETENTION POND ALONG WITH THE INSTALLATION OF LANDSCAPING Issue Date:01-31-2017
IMPROVEMENTS
23.REMOVE ALL BMPS A E STREET 'fD1S86-090'W"00'
[S5'4148' N8 v48'22"E
O � .00 17448'
ANNIE STREET A Ess�3 n
RAFT- vo
IVISION
1 SWPPP S❑B 11 i � SW4
0 �V�, � SW1 SCALE:1"=70'
#14624
NOTE:
WINTER/FROZEN GROUND SILT FENCE (SP-2W) 1.STRAW ROLL INSTALLATION REQUIRES THE
PLACEMENT AND SECURE STAKING OF THE ROLL IN
A TRENCH,3"-5"(75-125mm) DEEP, DUG ON
(MATERIAL: AMOCO PRO PEX 2130 OR APPROVED EQUIVALENT) CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
UNDER OR AROUND ROLL.
SILT FENCE JOINT SHEET PEASTONE SHEET
FLOW FLOW m m E
SECTION B-B /2m
GEOTEXTILE FILTER
FABRIC A \ ���/ " l C m m "
STRAW ROLLS MUST BE PLACED a
w" •." „ "," urI" "I.I. •„ "" ALONG SLOPE CONTOURS E.a
UNDISTURBED VEGETATION w .1 � 0 °'w o
A ADJACENT ROLLS SHALL (n m LL
2"x4"WOOD POSTS,STANDARD SUPPORT FENCE""" """ �" // \\ ` TIGHTLY ABUT F T]
OR BETTER OR EQUAL ALTERNATE: FILTER FABRIC MATERIAL 60" w" 1�" x 136" STAKES �� ' C � o
STEEL FENCE POSTS. WIDE ROLLS.USE STAPLES 2"x2"BY 14 GA. '� to o`
OR WIRE RINGS TO ATTACH WIRE FABRIC OR PLAN VIEW JO'-2s �3-8m) \pII/
\Y m m P
FILTER FABRIC MATERIAL 60"WIDE ROLLS. FABRIC TO WIRE. EQUAL 1}�" X 111h" HARDWOOD STAKES \�y\Y � m v
USE STAPLES OR WIRE RINGS TO ATTACH SPACING 6' MAX. \�\T-s `m c
FABRIC TO WIRE. TWO DRIVEN INTO GROUND 1' MIN. ��� A�r N =9
2"x2"By 14 GA.WIRE ° WRAP
N
LATH Salvaged edges (typ.) \ 5
FABRIC OR EQUAL MIN. (TYP.) O n
_ SPACING DEPENDS W
I` = - ON SOIL TYPE AND i
II SLOPE STEEPNESS X,
N iN `N GEOTEXTILE FILTER FABRICVA
PROVIDE 3/4"-1 1/2"WASHED ` �"`^�`� "'`� N (MIN 10 GAL�MIN�SQ FT)
GRAVEL BACKFILL IN TRENCH I I
AND ON BOTH SIDES OF FILTER �- °i - -------- --
FENCE FABRIC ON THE SURFACE
6'MAX.= BURY BOTTOM OF `\; SEDIMENT,ORGANIC MATTER,
FILTER MATERIAL IN
a^MIN,-� I I I AND NATIVE SEEDS ARE
B"x12"TRENCH
Ll LI l ( PEASTONE ) SUPPORT FENCE CAPTURED BEHIND THE ROLLS. rrrnnn
2"x4"WOOD POSTS,STANDARD �( 1' MIN. (IF REQUIRED) 3"-s" 75-12smm�
OR BETTER OR EQUAL ALTERNATE: ) )�
STEEL FENCE POSTS.
1 SILT FENCE DETAIL 8"10-DIA.
LATH STRIP (TYP.) SILT FENCE B LIVE STAKE �%�
SWs SCALE:NITS FRONT VIEW % zoo—zsomm> W
GEOTEXTILE FILTER FABRIC
FASTENED ON UPHILL SIDE, .WRAP THE ENDS
OF TIE SILT FENCE
TOWARDS EARTH DISRUPTION SILT FENCE A AROUND EACH ✓/\
OTHER 1.W10E. 11
PLACE FILTER FABRIC FLAP B ,A
ON THE GROUND AND PLACE
NDISTURBED 6" HIGH PEASTONE ON T`(` 1"X 1"STAKE a
VEGETATION FLAP AS SHOWN n WATTLE/STRAW ROLL (25 x zsmm)
6^ �� SHEET FLOW SILT FENCE A
lQ-III/�11 ILT FENCE B SW5 SCALE:NTS
ll=lq_lq I lq 1
1 _//
SILT FENCE JOINT
SECTION A-A SECTION B-B
WINTER SILT FENCE
9
QJ0J0� o SW5 SCALE:NITS
o O O �-
O
0 0
3"-6"ANGULAR CK �� \
o f� 21N
15' 10 FT TYP. STAKE
SANDBAG 10 FT TYP. ( A ) J§IN DIA.
'C �I STEEL WIRE 4 IN
6"COMPACTED TOPSOIL TO MAX FLOW ' ' ' ' STAPLE DETAIL 0
DEPTH(SEEDED AND MULCHED WITH O O O O r v
NATIVE GRASS) IMPERMEABLE SHEETING r� V
PLAN O BINDING WIRE Vl
PILES
MATCH EXISTING SANDBAG B • -A (2 PER ER BALE) STRAW BALE ]OR EQUIVALENT (TYP) O J
IMPERMEABLE IMPERMEABLE 1Q�ll
A /AI SHEETING 3 FT SHEETING
12"DEPTH O O J TYP.
o
14"
O TYP. rF•1
3"-6"ANGULAR ROCK ____ `1:1 OR FLATTER WOOD OR ' ` �•!
--------------- SIDE SLOPE IMPERMEABLE STRAW BALE METAL STAKES v ^
SECTION A = SHEETING (TYP-) (2 PER BALE) O
O O O O O SECTION A-A PLAN SECTION B-B
\ NOTE:CAN BE TWO STACKED BALES
4.1 SLOPE A:1 SLOPE OR PARTIALLY EXCAVATED TO
PLANREACH 3 FT DEPTH
USE:
ALL VEHICLES ENTERING AND EXITING THE CONSTRUCTION AND/OR BUILDING SITE SHALL TRAVERSE THE VEHICLE EXCAVATED WASHOUT STRUCTURE WASHOUT STRUCTURE WITH STRAW BALES O
TRACKING PAD TO MINIMIZE MUD AND DIRT FROM TRACKING OFF SITE. 8'WIDTH
MAINTENANCE- rT
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE TRACKING OF OR FLOW OF NOTE-
MUD
MUD ONTO PUBUC RIGHT OF WAYS. PERIODIC TOP DRESSING WITH 2"STONE AND REPOSITIONING OF WASH ALL SWALES SHALL BE SLOPED AT 1%TO DETENTION
RACK MAY BE REQUIRED,AS CONDITIONS DEMAND.THE CONTRACTOR SHALL IMMEDIATELY REMOVE ALL DEBRIS PONDS UNLESS NOTED OTHERWISE ON PLAN 10 FT TYP. O
SPILLED,DROPPED,WASHED OR TRACKED,FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS. CONSTRUCTION SPECIFICATIONS
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS,STORM DRAIN
IF WWACONGTIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM THE VEHICLES TIRES 5 STORMWATER SWALE IMPERMEABLE INLETS,SENSITIVE AREAS,WETLANDS,BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION
BY CONTACT WITH THE GRAVEL AND RACK. THEN THE TIRES MUST BE WASHED OFF BEFORE THE VEHICLES SHEETING
WOOD FRAME SECURELY TRAFFIC.
ENTER A PUBLIC ROAD.THE WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTONG AREA SW5 SCALE:NTS B B FASTENED AROUND 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND
TO REMOVE SEDIMENT. AWASH ROCK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND /I �RE PERIMETER WITH MAINTAIN AT LEAST 4 INCHES OF FREEBOARD.TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3
EFFECTIVE J STAKES FEET DEEP,
3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE
INSTALLATION: LINER.FOR LINER,USE 10 MIL OR THICKER UV RESISTANT,IMPERMEABLE SHEETING,FREE OF HOLES
THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION,ROOTS,AND OTHER OBJECTIONABLE 4 3 FT AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL.
MATERIAL.THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED o TYP. 4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.
BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS ON THE PLANS. 5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT.REPLACE IMPERMEABLE LINER IF DAMAGED(E.G.,
,1,«c<v.< RIPPED OR PUNCTURED).EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL,AND
10 FT TYP. DISPOSE OF ACCUMULATED MATERIAL PROPERLY.DO NOT REUSE PLASTIC LINER.WET-VACUUM STORED
STAKE LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER.PRIOR TO
(TYP.) FORECASTED RAINSTORMS,REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS.REMOVE Issue Data:01-31-2011
HARDENED SOLIDS,WHOLE OR BROKEN UP,FOR DISPOSAL OR RECYCLING.MAINTAIN RUNOFF
STABILIZED CONSTRUCTION ENTRANCE MPERMEABLE DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.
WOOD FRAME SHEETING
SECTION B-B
SWS SCALE:NITS PLAN
WASHOUT STRUCTURE WITH WOOD PLANKS
6 CONCRETE WASH PIT SW5
SWS SCALE:NTS
#14624