HomeMy WebLinkAbout2021-08-30 21057-Mary Alice Lake PP MARY ALICE LAKE AT THE PRESERVE, A P.U.D. TYPICAL ROADWAY SECTION z
LOCATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 17 EAST, BOISE MERIDIAN Q Z w
TWIN FALLS COUNTY, IDAHO �� ? " 0
0� 50.00' ROW 0 E
r • - - -- + Sr�3"'-�� o� HOT MIX ASPHALT PAVEMENT PER STANDARDS o� Z •r
S \ f J THE PRESERVE Ito / 1 I / .� w xl DIMENSIONS SAME w
\ /c EXISTING AND PROPOSED --- w ZO 1R2 ,°, �� w, I` l� I l r �I 200 OTHER SIDE 3 ROLLED CURB w� w ��^
CRUSHED /a MINUS AGGREGATE
I \ 100-YR OVERFLOW LOCATION ss '` ss L ss EXISITING SEWER w BASE PER STANDARDS oTS w
os•E _ 3. EASEMENT 1.50' 5.00' 16.50' AND GUTTER
SECONDARY FIRE ACCESS ROAD WITH IR IRS"_�^ IR w---- 4 SIDEWALK TRAVELWAY z
GATE, TIES INTO EXISTING DIRT ROAD. a °3645 �EMRRI Tag. 36 �� EXISTING 2`o CROwN TYP 0 COMPACTED SUBGRADE COTE �1 Z a, a SERVES AS ACCESS TO LOT 19 & 64. .�_ \10.1Z0' IRRIGATIO�� n . \ +% _�% _ DETAIL)
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s ss (TYP.)
RIL __
\ 2 6 / g _ r lr Z M
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} I � l LOTS til i�'j3.�sr#.94 f L¢I 18 °� ^�. m 9 ( 1 SEWER ¢ CONCRETE SIDEWALK °Do
r e� 32' AC-R€S� 5 -3646 q _ Y I NOTE ALL MATERIAL DEPTHS SHALL BE TO UNCOMPACTED ry
/i / °\ a �p as �0 r� io I I`< AND
CURRENT ADOPTED CITY STANDARDS. CRUSHED AGGREGATE BASE SOIL IN
YI Iy t \\ 36R Y A i2 �Z. Z�/°.-'�� `^sue' _ �`+.e r.C./ .I���1° S I \ LANDSCAPE o
y s ° 0 32 T419 0 ( LOT y `MAINS ADJACENT GRADE VARIES COMPACTED SUBGRADE AREASuz
361 \ dl 60 E tie�j '(LOT 20 \ 0.37-AES i Y \ 60' 30' 0 60' 120' <w Q Q o
I l p \\ )APPROXINr y�"�� 0.15 ACRES 1. \ �'� \ i, 7 F
a <_r
\ i=za.7s SCALE: 1" =60' �w�a 5
1 / 1 •�� \a A CASIZE// '.Af r L-ass° \ R=ssoo (24" X 36" SHEET) �s�x �� o
�T 21 R-2o.o0 R=zO. - / I Illy/ / Q csQ II II
,e 8" WATER MAIN, TYP. >� ` NOTES: o am>= a 0
/ ` ems I EXISTING LOTf I o �J w
LOT 16 LINE, TYP. LL a
R A 6 �� F -ab�° ? I 1. STORMWATER SHALL BE CONVEYED TO LOTS 60 AND 63 AS
\ LOT 22 y°� , 0.28 ACRES
q16 ACRES�` e �t SHOWN ON PLANS, VIA A STORM DRAIN SYSTEM, WHERE
�1 9 1`1 \� WATER SERVICE, TYP..
\ REGIONAL DETENTION WILL BE PROVIDED. - ak
363,54 -
C A
f(ryas o 4 0200 I 3o sa `-
�40155
�� Lar 23S a`'� o6l SLOT/57 ° I \° v ; 2. STORM WATER RETENTION AREAS AND LANDSCAPING AREA TO
�(Y25'ACRES LOT 15 E 4100 N
3ssi l e, 4S7ry�,10.00' BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION.
I 0.27 A S ° +6 l \� �.e fACR S PROJECT LOCATION
'. \ ,� 1 KX
�JRRYGATI(51�•�$,SEMENT z� ° 64J R=1z5.00 3 %z0 ss\ ryr/s� �,tl 3. PRESSURIZED SURFACE IRRIGATION WATER SHALL BE PROVIDED 'c
�35.24 ry' " TO ALL LOTS. TIE INTO EXISTING PRESSURE IRRIGATION SYSTEM, _ �h�n�'r DR
6 rxdT 56/ % �! t. \� / TO BE SERVED BY A PRIVATE PRESSURE IRRIGATION STATION.
-'^ o.zo ACRES \ °s° THE RINGS AT SEE JOINT VENTURE AGREEMENT FOR MORE INFORMATION. �;00w Wa
I _ 6• as62"Wo a' �tor ss l Lor 14 � 9e O s
' �t RL,is:oo x 0.21 ACRES 2 A T PRESERVE ��a Solu thernf Y
°cA C.25 ACRES L� _
rot 24 364e ° f\� o \ \ \ ON
R2 \ z 3 4. WETLANDS FOR "THE PRESERVE" WERE DELINEATED Idaho ° I Jul
sr ° a \ EXISTING 30" \ i 5 $ v ' ON FEBRUARY 6, 2018 BY FISHER & ASSOCIATES. NO
4 1rB.2 CRES a `l9" °.' f/. �''' SANITARY `� .1 /�(�
1 ,1 Y �'v'` s� �� SEWER MAIN $��� '��"r°z° v U /j WETLANDS LIE WITHIN THE BOUNDARIES OF THE �� FalIs Ave
i�1,="t S -� o
X� 6k SUBDIVISION "MARY ALICE LAKE AT THE PRESERVE". StaoN,m elva
C ss \ LOT 13 3 / v Ivf^_odoas Ln
`"{_,SL ,,�pT 55 � 0.LO ACRES t '� e aY �
o>Cs ACRES 9 5. THIS AREA IS NOT WITHIN A DESIGNATED
\ r i PR PC}SE 9\ 1060' ° L.... 64
lr, '\° 3, FLOODPLAIN.
I. \�`23�ACRES' _ST011$.T�'Ro `� 4� STORM '� s q , z�f - �� ,`S- E v, u TWIN z
3650 N ?"RETE 91� EASEMENT 'a °s iS /,°° ;e 4 ! 6. LOTS 59-63 ARE NON-BUILDABLE. THESE = w
I` AR > \/\ / $\ 4 A A':�r: 1` L FALLS `' s
a ( �oT 63 \ °� $ �-r p/ LOTS ARE TO REMAIN AS OPEN SPACE AND _ _ _ _ _____ _ _ F 3,t,r,pq% y o
r I - �q\ / \ [01AC2 365 TO BE MAINTAINED BY A HOME OWNERS HWY-30 r' - - - - >
us.00 1.29 ACRES e
\ 54
0.25 ACRES=J w
I' n 0.2�ACRES p �„ ASSOCIATION. N
LOT 26 / s cAj 10.00' IRRIGATIC IL,-�
0.23 ACRES �'m O 'h\ <a \ s\ sL "� ,. E� EMENT TYP. `i/ TW111 I c 5 ro
h / `APPROXIMATE \ FaI�S
S89'02'S6.99•E -
�6.A I s.00 LOCATION ANDGSIZ/ \as �--�5'0.25O ACRES \`�t1 -_/ ^.y- 'sld Ave E °J
LOT 53 °°\ SANITARY SEWER \ .,LOT 2 / 0.25 ACRES r SERVICE, TYP. n =,�\ r f ^� Vtamona AVe ar.3PAVII -
I° I° 023 ACRES s89'04'14.87`E • \\o = �'�°w �a�.S \\q 1,-_. / _ -- - _ HWY-30
STORM SEWER e ,,-30.00
MAIN. TYP. a `s\.� LOT 46 ��° °// ,,a\ h v�l LQA110
r- s.oa -� s o e \ 0.25 c CRES
h LOT 41 0.27 ACRES \ (?
M �I 0.21 ACRES �@ 7'38.3 ` $ \ �s o ` , \\ $ VICINITY MAP
U 8 LOT 61 0230T 211 ACRES "0 I LOT 45 J\ .o0 0 \ '`LOT 5�1 \°O r C�M °o a
0.18 ACRES �' z 3s.o '% Q.25�,AC EIS --.��oa �"�" NOT TO SCALE Q
C% 0 i3o.Do n 2.0.20 ACRES \ ti}6} \'P\ "=gyp .:• \ \ ,
8" SANITARY SEWR MAIN, TYP. s� 1.�%_11
Wit;!` v�f\ y\ 1 ems. L T 9 l� /
1as.°o o I°: LOT 44 �' Nor tn'52.°z"W N37'z2'21.fiJ � ll A �'�'�' �'-\} e�,�0.25� CRES\l`. q 51 /
LOT 40 26.55 34.99 L=9.04= 36 W
0.21 ACRES 0.20 ACRES,9.s\ `' � ( oo' `�:e'� 'Ooo R=2o.46 z 6c \ /\
4J656 I I8 LOT 29 I� 6�2 I� - <,��' 7 `� -s' '�' \ `y ° 65�f I p GROUNDWATER DEPTH
48a sd 3 5 ro tit1,` 365 a/
U 4i 023 ACRES 1 ,30.00 - 589'04'14.BTE '' <,y � \ LOT 51 `'�\ + 0 TEST PIT DEPTH TO GROUNDWATER
NPROPOSED FIRE I ezn 1389 55 >`LbP 47 X 025 ACRES4 LOT 8 �%P TP5 11.5 FT W O
HYDRANT, TYP. rc S,z 49'm 8•w q 0.36 AGES �, \ 020 ACRES PROPOSED WATER VALVE, 1 Lu
_ TP6 7.5 FT W
I t 14s.00 R-16.00 "Y FIRE TRUCK
I ml LOT 39 LOT 43 TURNAROUND PER o°O/ Q
0.21 ACRES l0 0.17 ACRES APPENDIX D OF �\ % Aso =,z29 /0 9 a J
18 LOT 30 36,9"° o s 7-m'sz.orE se9•Da•1a_Dze E INTERNATIONAL \ R=2oso \N a 0 f1
ss� 023 ACRES _ ,3o oa z0ss Z9, FIRE CO E ease L=14,.,3 15.26
26.00 ' R=249.,e LEGEND:
L=4.1e IRRIGATION/ - 36,53 to :� 0.250 ACRES M LOT 7 Z W (n
d -4- R=20.00 e SERVICE, TYP. 1 L asz ,� 0.21 ACRES
57 0l LOT 48 Flo LOT 49 \ \oJ R= .so % y PROPERTY BOUNDARY LINE PROPOSED SANITARY SEWER
I LOT 38 LOT 42 o/.� w H J Z
MANHOLE
I 0.21 ACRES � 0 0.19 ACRES 0.21 ACRES NIm 0.24 ACRES �\0 3s � �°,o �j/ � �
Y PROPOSED LOT LINE it
LOT 31 _ _ ° ss v // / ° PROPOSED STORM SEWER 0. Q LL
3658 I l0 019 ACRES aW 6N �'>2 °.°o _ IR -�eeee IR I IR-- - IRA*- IR _ IR �`� yLeO `�+ ej� a^�// MANHOLE J
6 0,652 EASEMENT LINE Lu Z W
azn w w w
_ w w "h R=53.50 0 \, V�/3 / PROPOSED STORM SEWER CURB Y
s ss s ss s ss N- °° _ LOT 6 /j ss EXISTING SEWER MAIN INLET Q t1
0.27 ACRES PROPOSED 8" WATER MAIN J ~
I I WT 32 8 - 9s6 03 5s.°° -7s.°° - -7s.°° s 7 L -" PROPOSED SIDEWALK
m rn 1 EXISTING 30" / / W
gs V - o.2L>`ACRES s9 -43�` 8"6WATER MAIN, TYP. PROPOSED 8" SEWER MAIN
i9 � , 2osa ` SANITARY � -ss
/ ,, ADA CURB RAMP, TYP. I SEWER MAIN e 4 II oOTS SPACE NON-BUILDABLE U
I' LOT 34 elo LOT 35 81 II PROPOSED WATER SERVICE J
LOT 36 81 LOT 37 I LOT 1 818 LOT 2 81 LOT 3 8I8 LOT 4 '\ LOT 5 \ Q
LOT 33 1 ,,pp.20 ACRES 0 20 ACRES= 0.20 ACRES 0.20 ACRES8 s� I GRAVEL ROAD
of 1� 1 1 IN 0.21 ACRES�1�0.22 ACRES�1 0.22 ACRES"1=0.22 ACRES'� 0.26 ACRES \0.27 ACRES of PROPOSED SEWER SERVICE
3 I No, t I \ e I
o BENCHMARK LOCATION \ I IR PROPOSED SURFACE WATER a/
`�srn I "'"' _ _ 4 p TOP OF MONUMENT I PROPOSED PRESSURE FLOW DIRECTION
o 3o7o _ 365 ELEV: 3653.10 13 IRRIGATION Q
'°09 - z9e.9s ° �07 rv89•oau.e7"w I ,ago=� I7500 - =`=`'R- � ��° � EXISTING AND PROPOSED
% 4.94 3 00° 383_86 ST PROPOSED STORM SEWER MAIN
3 � N4a'04 36.96"W �-3 100-YR OVERFLOW PATH
Rz0.e4 w w s.49 w w w-6' SIDEWALK_ ,,; _w ---- 36 ----------- 26 L3z'.2s�s Y PROPOSED FIRE HYDRANT SHEET#
_ _ w ss-w w w w s • BENCHMARK LOCATION
62 L=0.55 3660 ,�bh9 3653 365 3y56 - I�*'N 1� L T�-r°Tzn _ - xST NG 12" WATER MAIN�•.6, - TIE G A� » PROPOSED GATE VALVE TPx 1 OF 1
R=io.00 _--- RVE R-5.04 \ APPROXIMATE TEST PIT L ZONED R2 SIDEWAL�C LOCATION