CC - APPROVED PRELIMINARY PLAT (8-11-16) PRELIMINARY PLAT FOR PAISLEY MEADOWS SUBDI\/ISION E Flagu Sa Ln
'
Parcels Included N
r^ .
SITUATED IN W1 SE SW 1, OF THE SECTION 29 , TOWNSHIP 3 NORTH , RANGE 1 EAST , 9d,9 p
z ' 4 ' 4 % PROJECT SITE
B O I S E MERIDIAN , ADA COUNTY, I D A H O S1129346700-20.18+/-ACRES a
PARCEL # 1 2180 E.AMITY RD. �% d
2016 MERIDIAN, IDAHO 83646 _
E Fratelld Si
g EWrightwo-' r
od Or w
Leg
end
Curve Table
Chord Chord Contacts y
o Curve# Length Radius Delta Q FOUND BRASS/ALUMINUM CAP
Direction Length
o ® 5/8" IRON PIN WITH PLASTIC CAP EMelwnndSt
BELLINGHAM PARK SUBDIVISION NO. 2 °3 BELLINGHAM PARK SUBDIVISION NO. 3 C1 28.27 18.00 90.00 S44°52'04"W 25.46 EpitkinAve t ?a
®134 PG 13430
BK 97, PG 12340-12344 BK 101 CALCULATED POINT HAYDEN HOMES IDAHO LLC a, - 34 TIED p , ny House• 2 o m N cz o.oa a000 0.06 s6°17'33°w o.oa C/O MIKE GREGORY
0 z c E 0a¢Iby St
0 �1'1
.1 ® FOUND 5/8" IRON PIN WITH PLASTIC CAP DEVELOPER
3 �. 3: C3 25.31 40.00 36.25 S11°51'53"E 24.89 1406 N. MAIN ST. STE 114
EXISTII 8" Q, X ' FOUND 1/2" IRON PIN WITH PLASTIC CAP
mIV!'<ZEXISTING 8"WATER STUB C4 0.00 40.00 0.00 S29°59'25"E 0.00 MERIDIAN, ID 83642
SEWER'' B 0
STORM DRAIN \\\\ ��` w o Q SET 1/2" IRON PIN WITH PLASTIC CAP
\\ \ \ \ C5 9.38 18.00 29.86 S15°03'41"E 9.27
DETENTION POND \\\`\`\ Nf
/ _ \\\\\\\\ zm SS SS EXISTING SEWER EAmily Rd EAmity Rd EAmi d EAmity.Rd E.
3' -- 114'--- -- -- 69 72' - - = 7z_- ss'- _ _ _- - �; C6 38.90 40.00 55.72 S34°11'09"W 37.39 ROSS ERICKSON, P.E.
w w w EXISTING WATER ERICKSON-CIVIL, INC.
s ---- -- C7 7.85 18.00 24.98 N72°19'41"W 7.78 c yes s cn scar aner_
�' I I ® / cneLE EXISTING CABLE ENGINEER 6213 N. CLOVERDALE RD. 125 = NORTH
40.00 58.11 N88°53'46"W 38.85 g
\\ A� `\\\\\ \ BOISE, IDAHO 83713
1-8 / I �' I I I \ \ \\\\\\\ - - - EXISTING CENTERLINE
8942 SF --- 1� m ® 1 \\ \ \\\\\\ C9 1.53 18.00 4.88 N87°15'26"W 1.53 208.867.3954
11--- sF �,,, 1-9 1-a 6;j,
2-1 2-2 I \ \ \\\\`
` f I ` \\\` NMID TEN MILE - - - - - - - EXISTING DITCH Vicinity Ma
II) 8000E 828 SF a282 SF a003 SF \ \ \\\\\\ \ C10 28.27 18.00 90.00 S45°18'09"W 25.46
` vEASEMENT 1 2-3 \dq Ec Ec EXISTING EDGE OF GRAVEL CLINT HANSEN, PLS.,�,M25o,s sF v vvv C11 28.27 18.00 90.00 N44°41'51"W 25.46
3 r, EP EP EXISTING EDGE OF PAVEMENT LAND SOLUTIONS, INC.
oo ° C12 10.34 64.00 9.26 N85°04'09"W 10.33 PROFESSIONAL
Q 231 E. 5TH ST., STE.A
ca o ss w z o � X EXISTING FENCE
' 1 \ 6 �o� a C13 65.14 64.00 58.31 N51°17'04"W 62.36 LAND SURVEYOR MERIDIAN, ID 83642
/ 4' 54' S9'-Ci I \A r
r+ / aw sw s. aw \ \ i \' " z>Y � F/0 EXISTING FIBER OPTICS T.208.288.2040
E.LYRA ST. 2
I II I N 1 1 13 1 SD t8 188 V v� Iv �o U)m C14 24.78 64.00 22.19 N11°02'05"W 24.63
- \ �„ z GAS Gas EXISTING GAS Development Features
I�I 1-6 I �' 06 qT 70' 71' 71' 46' 15SD \ °rvi� � � C15 67.28 40.00 96.37 N18°16'56"E 59.63
8182 SF , �+ __ WATER
IiI + --,z1'.----- \ IRR EXISTING GRAVITY IRRIGATION R & SEWER
I c4 / _'zsas,=\\\\ C16 9.41 18.00 29.96 N14°55'22"W 9.31 SERVICE
CITY OF MERIDIAN
I --- -- --- ---- ----I `� --- --- ---- - --� " I I `� JT Jr EXISTING JOINT TRENCH ERVI E PROVIDER
116' N 1 I _ C18 17.51 40.00 25.08 N79°00'36"E 17.37
j ao2s�F �° C20 1.02 18.00 3.23 S61°21'02"E 1.02 OHP EXISTING OVERHEAD POWER NMID
z m j IIj 3-1 3-2 3-3 3-4 3-5 j is rA _ - PI PI EXISTING PRESSURE IRRIGATION GREG CURTIS
PRESSURE IRRIGATION ZONING: R-4 CURRENT
N oo III 1-5 I • 8327 SF - 8178 SF 8178 SF - 8178 SF 8252 SFI
800o SF m --- �/ �� C21 20.05 40.00 28.71 S74°05'29"E 19.84 SERVICE PROVIDER R-4(PROPOSED)
I� w 0 a / 208.466.0663 CONTACT DIGUNE
> 1 > 116' So SD EXISTING STORM
rn �, C22 28.41 18.00 90.43 N45°05'06"E 25.55
m`° A °v Q �� T EXISTING TELEPHONE PUBLIC ROADWAYS ADA COUNTY HIGHWAY DIST. -HDV
N A��t ----116'----� > -- - - --- - > rr _ �-° C23 28.14 18.00 89.57 N44°54'54"W 25.36 TOTAL ACERAGE: 20.18 AC = 878,912 SF DIGGING
r
z OU£ L 73'- ---71'---- - 70' 71'- --73' J LL ° s0005P D T/FO EXISTING TELEPHONE&FIBER _ _
L� 100 YR FLOODPLAIN C24 8.40 18.00 26.73 S76°19'57"E 8.32
--- ---
TOTAL NUMBER OF BUIDLING LOTS= 75 LOTS
Y 1-4 ° -TOE TOE EXISTING TOE OF SLOPE _ 2
/ U L__________J c25 40.95 26.00 90.24 S45°10'51"W 36.85 TOTAL NUMBER OF COMMON LOTS= 4 LOTS
m a000 sF z / \ \I = i 6,1-- - TOB EXISTING TOP OF BANK Notes
N U / \ ---- A C26 28.14 18.00 89.57 N44°54'54"W 25.36 GROSS LOT DENSITY= 3.72 LOTS/AC
= F A PIPE EX.
3-10 3-9 / 2 -- _ mN DITCH ALONG C27 41.04 26.00 90.43 N45°05'06"E 36.91 UGP UG, EXISTING UNDERGROUND POWER NET DENSITY= 5.21 LOTS/AC z
I9305 SF 5178 SF 8�88SF 81175 Si" s3os6F 80006SF EAST P/L SS_SS_ PROPOSED SEWER 1. PRESENT ZONING= R-4; REQUESTED ZONING= R-4. ROW AREA= 21.21°/ 186 444 SF J O
I / I
C28 40.73 26.00 89.76 S44°49'09' 36.69 0
ass 1-3 / I / C29 28.41 18.00 90.43 N45°05'06"E 25.55 W PROPOSED WATER 2. PRESENT LAND USE= BARE GROUND. COMMON LOT AREA= 7.44% 65,407 SF J
1 I 8000 SF ° N IL----- -------- -/ ____ // 3. INTENDED USES: SINGLE FAMILY DETACHED RESIDENTIAL o >
\ I r-- --- 116' so SD PROPOSED STORM DRAIN BUILDING LOTAREA= 71.35% 627 061 SF O 0
\ - - - - - L - - - - - - - C30 28.20 18.00 89.76 S44°49'09"E 25.40
I \ I C, +ti5 \ 4. A VARIANCE IS NOT BEING REQUESTED WITH THIS APPLICATION. Q ? O
C31 28.35 18.00 90.24 S45°10'51"W 25.51 PI PI PROPOSED PRESSURE IRRIGATION MIN. LOT SIZE= 8,000 SF
I 11 I ry18 70' M8 71 M8 M870 M8 47 M8 1
� � I 2-7 ��a � 5. A PRESSURE IRRIGATION SYSTEM WILL BE CONSTRUCTED TO SERVE � Q
1 h a000 SF ^ Q C32 28.14 18.00 89.57 N44°54'54"W 25.36 IRR PROPOSED GRAVITY IRRIGATION AVERAGE LOT SIZE= 8,361 SF 0 (n
Ij I- I se C24 J ALL LOTS. THE PROJECT IS LOCATED WITHIN THE NAMPA MERIDIAN - 0
_ E.ADELAIDE ST. 2 Z EP EP PROPOSED EDGE OF PAVEMENT IRRIGATION DISTRICT,WHO OWNS AND OPERATES THE BELLINGHAM U
m 1-2 \titi 8' 79' 79'� 7s' 70' 18 z C33 28.27 18.00 90.00 S45°07'56"E 25.46 SAID � >>
° 8000 SF - - - - - - - - - - I- - A. PARK SUB.AND ESTANCIA SUB. PRESSURE IRRIGATION SYSTEM. S W > - Z
ao - - 131' - f� C34 21.10 52.00 23.25 S11°45'24"E 20.96 Ec Ec PROPOSED EDGE OF GRAVEL
I _ ------- -- --- -______-_ ' SYSTEM WILL BE EXTENDED TO PROVIDE PRESSURE IRRIGATION O Q
11 ro I / �� C35 54.75 52.00 60.33 S53°32'38"E 52.26 sAwcur PROPOSED SAWCUT SERVICE TO THIS PROJECT. OPEN SPACE CALCULATIONS O Q 0
6' I a 2-8 / v T
/ ?g 8093 SF / '� 2 Q w LL
I�I I 6g' 20.00- - - - - - C36 20.18 52.00 22.23 S85°33'31"E 20.05 - - - PROPOSED DITCH CENTERLINE 6. ALL LANDSCAPE BUFFERS AND COMMON LOTS WILL HAVE PRESSURE LLI
y III I I 2-1-7 2-18 io 2-19 2-20 a - - - - - IRRIGATION. Z 0 W
II I\- 9167 ,SF 9106 SF 9105 SF 9101 SF _ c37 2o.z1 5z.00 22.z6 Ns5°09'ao"E zoos roe PROPOSED TOP OF BANK COMMON LOTS
F I r. -1 so'- - LLl
EXISTING 8" - I�II 1-1 1 1 25.00' ��O 7. PERSON TO RECEIVE CITY BILLINGS AND CORRESPONDENCE: MIKE o
WATER STUB III_- szs2 SF o, j N i 2-9 r 'v C38 58.91 52.00 64.91 N41°34'28"E 55.81 TOE roE PROPOSED TOE OF SLOPE GREGORY(SEE CONTACT INFO. ON THIS SHEET) OPEN OPEN r w LIJ N
C40 52.16 52.00 57.47 N19°36'54"W 50.00 PUID EASEMENT
/ 8080 SF I J
--------------------- 8. TRAFFIC IMPACT ON EXISTING ADJACENT ROADWAYS AND ACTUAL SPACE SPACE Q
.�_ate I ----7s'--- zs'----50'----,s'----59'-- 9'-----69'-- 2-12 L-L- � INTERSECTIONS WILL BE MODERATE.A TRAFFIC IMPACT STUDY IS NOT = v -
• rn _ _ _____ ___ C41 34.95 52.00 38.51 N67°36'12"W 34.29 AREA(SF) CREDIT AREA (SF)
1---- -4szs s ar- 79'-__ EXISTING TREE w a
E. MELWOOD ST. - _ coMMo 0 REQUIRED FOR THIS DEVELOPMENT AS DOCUMENTED BY MINDY w
"l -P I 1 C42 27.25 18.00 86.72 N43°29'39"W 24.72 WALLACE OF ACHD ON 6-6-16. 25-FOOT AMITY RD. BUFFER(COMMON LOT) 16,535 50% 8,268 z o
I SEE LANDSCAPE PLAN
I sa' �� N ui 2 I =o' EXISTING LIGHT
o FOR AMENITIES 3 C43 28.41 18.00 90.43 N45°05'o6"E 25.55 9. DEVELOPMENT FEATURES INCLUDE THE FOLLOWING: SANITARY 12-FOOTAMITY RD. BUFFER(WITHIN ROW TO TBC) 7,936 50% 3,968 o
--2668-- A -2669_
' _ _ \ C44 28.20 18.00 89.76 S44°49'09"E 25.40 O EXISTING MAILBOX SEWER, DOMESTIC WATER, PRESSURIZED IRRIGATION, PUBLIC COMMON LOT 2-3 25 016 100% 25,016
Q --------� �w 2-16 2-15 2--14 2-13 STREETS, FIRE HYDRANTS, OPEN SPACE,AMENITIES,AND
3 41 > 8271 SF 6000 SF $ODO SF 8005 SF 820715E 91931SSF r oL LA
a 5-1 0 1 COMMON C45 27.25 18.00 86.72 S43°25'16"W 24.72 DEDUCT FOR POND AREA ON LOT 2-3 (6,472) 100/ (6,472) NP Np
EXISTING 8" �^ s000 SF '2 LANDSCAPING. ( ) O 6G
�1; I U 600` EXISTING CONTOUR5� SST
W SEWER STUB I w N C46 34.39 52.00 37.89 s67°50'1a"W 33.77 ' / 10. PUID EASEMENTS AREAS SHOWN. COMMON LOT 2-16 18,271 100% 18,271
II I o o L------ -- --- I -- --- --- --- - ---- --- ----- 26 0✓ <c O to
Z \ 116' Z - - - - - - - - / - - - - - - - - - - - / - C47 52.16 52.00 57.47 S20°09'21"W 50.00 0 PROPOSED CONTOUR 11. BUILDING SETBACKS SHALL BE PER M.C.C. INTERNAL PATHWAYS(2-12) 4,525 200% 9,050 0 -�
14'aW w -aw sdW W 'moo' 1' 8A 79'W C48 59.77 52.00 65.86 S41°30'38"E 56.54 EXISTING SIGN 12. ALL BUILDABLE LOTS ARE LOCATED OUTSIDE OF ANY MAPPED 100-YR PIED. CONN.TO AMITY RD. (5-11) 1,140 100% 1,140 a 1 1 1 1 8
FLOODPLAIN. COMMON LOT 3, BLOCK 2 IS ENCUMBERED BY THE 100
crn ° 5-2 o aS 701 ST--9 C49 69.00 52.00 76.03 N45°18'40"E 64.05 (1) OPEN SPACE 59,241 SF ��`
�° a000 sF / 15SD E.MELWOOD ST.' SF YEAR FLOOD PLAIN AS SHOWN. Q
E.MELWOOD ST. OO EXISTING MANHOLE
\ m Sa' 69' - ss' 6 ' 54' °D 98, C50 6.38 52.00 7.03 N3°47'03"E 6.37 F 0 F
/I oti �� h 13. STREETS, CURBS, GUTTERS,AND SIDEWALKS WILL BE CONSTRUCTED tiT
o II \\ / - - - - - - - - - - - _ - EXISTING FIRE HYDRANT IN ACCORDANCE WITH THE ACHD AND CITY OF MERIDIAN STANDARDS. PLANTER STRIPS ON NP
C51 28.35 18.00 90.24 N45°10'51"E 25.51 W.
14. SIDEWALKS WILL BE CONSTRUCTED AS SHOWN.
s6 I I 5-29 \ N PROPOSED FIRE HYDRANT
- II 5-3 m e` 8282 SF 6�; ^ 15. THE PROPOSED DEVELOPMENT WILL COMPLY WITH CITY ORDINANCES. (2) TOTAL PLANTER STRIP AREA WITH DWYS 55,370 SF . •
a000 SF 4-1 4-2 \ �/ 4-3 4-4 4-5 6 ■ -
\ 8753 SF 8000 SIF \ 2 8000 SF a000 SF 8303 sFI r ® PROPOSED VALVE 16. STORMWATER FROM THE PUBLIC ROW WILL BE DISCHARGED INTO AN co ; ; •
m „s' __I ONSITE DETENTION POND LOCATED ON LOT 3, BLOCK 2. '• • •
p PROPOSED SAND AND GREASE TRAP DRIVEWAY AREA IN PLANTER STRIP 0 G•
116' N 17. LOTS 3, 12& 16 OF BLOCK 2; LOTS 11 OF BLOCK 5 ARE COMMON LOTS ( • , •
J _ - , THAT WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S • • 0 0 0 •
- ` - - - - d ui s000$ ° 2s7o- CONCRETE CURB AND GUTTER ASSOCIATION. # WIDTH PLANTER DRIVEWAY
III ---- _ '-
5-4 -7s _ - 69'---- -ss'- __-69• --- -- '72'- a a (FT) DEPTH (FT) AREA (SF) 1
a000 sF \ CONCRETE 18. DEVELOPER RESERVES THE RIGHT TO ADJUST THE PHASING SHOWN
LL L--- 116 BASED ON MARKET CONDITIONS.
o° __I N I LL ---- PI EX. 2 CAR DWYS 19 20 8 3 040 •
- -- -- j J vo ---- T ■ IRRIGATION BOX 19. SEE LANDSCAPE PLAN FOR PROPOSED AMENITIES. •
�� _ ___116'____1 W xE �\t=��-A�(;T
DITCH ALONG
00 4-10 4-9 4-8 4-7 4-6 0 P/L 20. THE PROJECT INTERNAL STREETS INCLUDE DETACHED SIDEWALK SHARED 20' DWYS 1 20 8 160
m N \ 8653 SF a000 SF a000 SF a000 SF ;8359 SF 2 T 000 S \
5-5 s000 sP WITH 8-FOOT PLANTER STRIPS. 3 CAR DWYS 54 32 8 13,824
v rO ^I \CD
8000 SF r�
W _2669- I A x (3) TOTAL DRIVEWAY AREA 17,024 SF Lu
F-m I I Nd, in f L------ ---- -- --- --- 7� -- f E 116' o a z
- - - - - - -�` - - - J + > 0
1\16 r2 0' I Q o o (4) PLANTER STRIP AREA CREDITED TO OPEN SPACE (2)-(3): 38,346 SF r�
57 69 69'
_ \��' 8W 8W 8W BW Sb aW aW -
� I 5-26 \ � Z 13.00'ACHD EASEMENT 38.00'ROW 13.00'ACHD EASEMENT $a
tO a000 SF E.DAULBY ST. /I 34.00'TBC TO TBC RX
5-6 1 ki 98S5L 6 6 97 � a000 SF \\ z ' �5
o (5) TOTAL OPEN SPACE PROVIDED(1)+(4): 97 587 SF
C/L
- - - - - - - - - - - - - - - - 2.00' 5.00' 8.00'CD
n.00' n.00' s.o0' s.00' z.00' 11.10%
116' ------ --- -\L1--- ---- --- -----------1 F
`- _ I 2.00' 2.00' 2.00' 2.00'
I I &8 -15 ^ 5-18 5-25 - 1.75%+/-0.25% o
I
^
^ 8755 SF - rn rn 1.75%+/-0.25% 2% 2%
`° a000 SF `° 2% 2%
5-7 m a • . NOTE: THE N MID TEN MILE DRAIN EASEMENT WILL BE FENCED ATTHE NORTHEAST CORNER
a000 SF 5-16 5-17 _, /V��V��V��� ��/V f3
- i 115 s,zz SF alzz sF 1 116 �y� OF THE PROPERTY AND THERE WILL NOT BE ACCESS TO THE EASEMENT AREA AREA FROM
11 s' v / �A�V�/i��/,'� �� '�� '�� ��/ / v/� / // // // // // ,�//A//A//A//A//A//A//A//A/�/�/ / / / / /�/A/A/A/A/A/A/�/�/ o
x / / /,� �/ / / / /�� ���/�/�/�/ / /�/�/v�%�i,��/��/,��/.v�� %v�i, \�\�\�\����� WITHIN THE DEVELOPMENT. THE EASEMENT WAS INCLUDED IN THE ABOVE OPEN
II I o C9 t 26io, sEEPLANSFOR 3.o"THICKNEssoFPLANTMIxPAVEMENr(3/a"MIxDESIGN) SPACE CALCULATION• HOWEVER THE PROJECT STILL COMPLIES WITHTHE 10%OPEN SPACE >
W '� N N ih 6+ CURB TYPE 3"ROLLED CURB(TRC) SEE PLANS FOR 3"ROLLED CURB(TRC) g-
I •rn I �2 - CURB TYPE PER ACHD SUPPLEMENTAL W 1
II I > I 5-14 I I 5-19 /o. 5-24 d COMPACTED TO 95%OF MAX THEORETICAL DENSITY(HVEEk.,
I I\ - O a000 SF / / A PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 0=
I II 5-8 3923 SF L ____J I 8989 SF STANDARD DRAWING SD-702 REQUIREMENT WITHOUTTHE FENCED NMID EASEMENT AREA INCLUDED AS SHOWN
\ U 62 I / I 4.0"THICKNESS OF MINUS CRUSHED AGGREGATE BASE �z
\\ a000 SF I,l ,`\ -- _-� r--.62' -__ __j / �z < OR COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 OR, BELOW:
I \I Q n _ �^^\ �� �� / 116 / // 11 6"VERTICAL CURB(TBC)
6"VERTICAL CURB TBC 14.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE �j
I Z u >8, / py/ / CONCRETE SIDEWALK ( ) COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 PER ACHD SUPPLEMENTAL
U� F 2�C4 I ' A6�G/ 6�Y )/ I\ �" PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701 0
( 116' \ 5-13 11 992
5-20 / C / _ -`L / STANDARD DRAWING SD-709 STANDARD DRAWING SD-701 STRIPPED,PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL 1z
I ^° \/ \\ 9185 SF ^ sz4, SF ` °' t 5- ' (6) NMID EASEMENT AREA AT NORTHEAST PROPERTY CORN ER: 9638 SF H N o, __ to S COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 CONCRETE SIDEWALK
/ � �0 SF � PER ACHD SUPPLEMENTAL g
8 00 NSF 1 STANDARD DRAWING SD-709 St
O I I I 52
„s' A (7) ADJUSTED TOTAL OPEN SPACE PROVIDED(5) - (6): 87,949 SF fs
„2' Typical 34-Foot Local Street Section (Parking on Both Sides)
� 12 � � � I / , 10.01% �
" \ °3 / 5-12 I a 26-/0--_5-21 I ° / 5-22
W I a �10 \ \ 37 �// 9268 SF I !� �� 9SSO SF \\� �C36 %/ 10113 SF
0_ III �� \\ /\\ O N i I r� `\ ^��
O $
,4a'------_� --------,5°'- -- ---Uri-
_- -162' -- Keyed Notes
---- 162 R 'IRR .,.. OR- IRR IRR r 37.00'LANDSCAPE BUFFER e
V) -= 5-11
U 7595 SF
-26SZz 3 UINNINU
1COMMON 3 tiO \` 48.00'HALF WIDTH ROW
O - 661, _\ 25.00'COMMON LOT 11.00, 1- - - - -_-_-_-_ 1 ���_,_ ==ice__ _ _ _ _ __ _ _ _�� - ,- - o 20-FOOT WIDE SHARED DRIVEWAY WITHIN 25-FOOT WIDE
_-_ =--------------=--- - -_- -�_ _ =-- - W 5.00' 42.00'TOFACEOFSIDEWALK a CROSS ACCESS EASEMENT. 5-FOOT LANDSCAPE STRIP z
1N a - _-- -- �� �_--_ - _ - o
' -a17a3-sF ---°----------- � a _ ---------- o? � z � - ,`�; 'o 36.00'FUTURE USTICK ROAD TBC PROVIDED ADJACENT TO DRIVEWAY-DRIVEWAY w m 0
30 29 13 - -��. __ __-2673----- 29 (D
_ 661.Zo'\\_ A Z z LANDSCAPE STRIP TO BE CONSTRUCTED WITH HOME a (D > � � LU
31 32 / ss - ss -661'-� ° - IV��7 1/4 o a 2 w T GRAVEL 14.0'±(VARIES) J Z } U
ss 00
O a 13.00' 11.50'±(VARIES) SHOULDER RETAIN EXISTING PAVEMENT CONSTRUCTION. a m z m
CP&F INST. " N ° aP-�P ow BASIS Ld� RE�RINC_EP - 32 m o o O m
N0. 114003640 2015-053122 " P CP&F INST. o a FUTURE CURB, w 2. BUILDING ENVELOPE PER M.C.C. w Y N m
NO. 94002912 GUTTER AND U U Z
PAVEMENT EXISTING 12"WATER ,00 WIDENING a z o w w a
3. WALKING PATH SIDEWALK CONNECTION.
PIPE EX. DITCH 1.75%+/_o.zs% BYACHD 0 2% a a o
ALONG SITE FRONTAGE 3:1Max _ ~
CONCRETE SIDEWALK - -0P€Tp---F w 3:11`
PER ACHD SUPPLEMENTAL 5.00' E -` - �SwALE �� ----------------- JOB NUMBER:
STANDARD DRAWING 6D-709 of
LUdm
Z IDB16017
FY~ 13.00'
PLANTER
N (GRASS& DATE: 7-11-16
■ ■ SPRINKLERS ONLY)
Preliminary Plat (R-4) SHEET NUMBER:
w �
0 SD 160Feet E. Amity Rd. Street Section (72/96) LU ppol
_
�
to