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/ SAND FlL R 8, \ " \\\ CONSTRUCT CATCH BASIN INLET �p �° (�. rz
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a I 1695 SF 113.0 tli
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2.7 + \ SITE SUMMARY \ _ �� to
0.03 0 850 SF ( 0 # v,- m �m
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4407 SF + _' o I � TOTAL ACREAGE - 4.62f AC (201,247.2 SQ.FT) \
0.10 __'` I T ' INSTALL STOP SIGN
`r ul 30 41 + "`„ I TOTAL LOTS - 42 ...............................
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�' 3420 „ �' o RESIDENTIAL LOTS - 34 1 Irl
\\ i 1 13.0 0.0:8 a 340 08 F M 470 1 1SF \ I m
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COMMON LOTS - 8 c M
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90.0 sa.o I OPEN SPACE AREA - 24,415 sq.ft. = 12.1 %
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117.8 QUALIFIED OPEN SPACE NOT REQUIRED a
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_ I €` PRIVATE ROAD AREA - 21,588 sq.ft. = 10.73� EX �11 4407 SF o EXISTING UTILITY POLE
11 0.10 `r �, 31 0 40 I �° DENSITY LOT PER ACRE = 7.35 UNITS/AC \ W ... .........._..........•............................. o
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3420 SF o 26 I EXISTING UTILITY POLE GUY WIRE
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4721 SF EXISTING ELECTRICAL BOX c
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"I Io,10 �; 32 39 J % NOTES: LINETYPES:
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3420 SF W / ? 1. CURRENT ZONING CLASSIFICATION: R-4 MEDIUM LOW DENSITY RESIDENTIAL .
1 13.0 0 08 0.08 � 25 / ) ._.___•....................... ' EXISTING:...CURB:._&:.:.GUTTER......:...... am
o- I 5122 S ` � 2. SANITARY SEWER SYSTEM WILL INTERCONNECT WITH THE CITY SEWER SYSTEM
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90.0 0 0.1•� / a€ WITHIN MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS. t
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/ I 3. WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER SYSTEM WITHIN ` "' EXISTING SANITARY SEWER
I 4407 SF o . , MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS. """"
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0.10 + 33 '� 38 - 1r 8 i / 4 IRRIGATION WATER WILL BE S BY SETTLERS IRRIGATION DISTRICT VIA _•••,X $ ? INSTALL SANITARY SEWER MAIN •� v
SUPPLIED W
3418 SF 3420 SF / THE EXISTING LOCHSA PUMP STATION. INSTALL SEWER SERVICE m
113.0 0 0.08 0.08 /
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5. ALL LOTS HAVE A 5 FOOT UTILITY EASEMENT ON THE SIDES, A 10 FOOT EXISTING STORM DRAIN it `3m
a I + 90.0 90 0 b / UTILITY EASEMENT IN THE REAR, A 10 FOOT UTILITY EASEMENT IN THE FRONT
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W I - coo 24 / 4�; AND A 10' UTILITY EASEMENT ON THE BOUNDARY. X SD I INSTALL STORM DRAIN MAIN
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0 6. LOTS 1, 12, 13, 22, 28, 29, AND 42 ARE COMMON LOTS TO BE OWNED AND •••••••••••_.•..•.•..•.....
UA I 4407 SF �` 2 34 0 3 0.i 4 / � �; � EXISTING WATER MAIN J
M 37 " MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ......:.::..:..::..::::.:.:::...:::::.:.:..:••..:::::•:::.•:•••:.••........._............:....".-,...:.::::::.•:::::..••.:•..•:.:..:::..•:...::••:.:::::::.:::•::."":,.................
U 1 � I 0.10 ,� /
� U 3422 SF �': X" W ; INSTALL WATER MAIN a�,
m ," 3420 SF / 7. THERE ARE NO TRAFFIC IMPACT STUDIES REQUIRED BY ADA COUNTY HIGHWAY p Ium
1 i 3.0 0.08 \ DISTRICT. _..........:.::..:::....:.:..::.•.. _.....•.____.__.._.•...................._...._ a
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-------------- INSTALL WATER SERVICE �,
g Z Z I 90.0 90 0 92 '; 8. LOTS 8-11, AND 18-21 WILL BE ACCESSED BY A SHARED DRIVEWAY. o
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IV of ( O I ,ri o / 9. THIS SUBDIVISION IS LABELED "ZONE X" AREA OF MINIMAL FLOOD HAZARD ON EXISTING PRESSOR IRR Z
P 35 11 FIRM PANEL 1soo1co143H. X" PI INSTALL PRESSURE IRRI MAIN
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v0 113.5-1 in .08 3412 SF 6160 SF t' _............. _......_......•.._
0.08 N CO 0.14 ' I GIRR INSTALL GRAVITY IRRI. MAIN - r N
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SEEPAGE TRENCH W/ I W It
_ a I1. VERTICAL SAND FILTER W ` LOT LINE Q Q M
° I /PHASE..••LINE.....••:....••:••.•...:
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I 105.9 \\ SEWER LINE A I o % 12.0' 12.0' .. cc
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¢ �, EP SHARED E�RIV AY fe o os _ 2550 ...........•...:.::.•.:•:::.:.:.::::.::....""I'.....•...........::...:....::...•••.--l.:•..•... OC to -- a i
I 3796 SF "n 0 31 0' 38.0' 19.0' 31 ::..:........•••........-,"'. Q Z
0.09 \ Q � 3 .O' \\ 3 0' 3 0�, 4 .6• I Z 1.75% ---* 2�- --2%� 0
EXISTING EDGE OF PAVEMENT
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92.0 +12 ��. 1� to " _::.._::::.::. EXISTING FIBER OPTICS
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. 3534 S ,� , PAVEMENTALT AND 11 ; EXISTING TELEPHONE
a I 0.0 \" °" GUTTER
I 1 oI'll Q \ ,`' 4" �4" MINUS ABBREVIATIONS:
3588 SF _ 1 4 \ 14" PIT RUN ;
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16 0 0
17 \ o O� I I ; cc . 5337 SF m 1 g O o
19 20 21 1 BRG BEARING MJ MECHANICAL JOINT
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TYPICAL STREET SECTIO •••
0 3649 SF 3648 SF 3648 SF ; CENTER LINE NF ' NEAR FACE
� 3648 SF 3648 SF 3 48 SF 5276 SF -NTS- J
m 0.08 a_ 0.08 0.08
0.08 0.08 0.08 0.12
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EL ELEVATION P/L PROPERTY LINE LU LU
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LEFT
w THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES
ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL END VERTICAL SCALE: Sheet Number:
o BVCS EVCS
M TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT : CURVE STATION : CURVE STATION
BEGIN VERTICAL END VERTICAL 'I =3O 1
y OF LEAVITT & ASSOCIATES ENGINEERS, INC. ..... CAI_
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,- BVCE CURVE ELEVATION EVCE CURVE ELEVATION
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