CC - Pre-Plat SHELBURNE SOUTH - 2019 PRELIMINARY PLAT _j
I
MERIDIAN , IDAHO
LEGAL DESCRIPTION -
Cj
A PORTION OF THE SW 4 OF THE SE 4 OF SECTION 28, T.3N., R.1 E., B.M. J
BOISE MERIDIAN, ADA COUNTY, IDAHO
ROJECT SITE Eli I .,
SHELBURNE y
W r
O G Z r
W 00
SUBD. N0. 2 O ; N C
(UNDER PROPOSED SHELBURNE EAST SUB. \ a s r co N
W C1 � �j 0 o
`OD E.AMITY ROAD COD. J °O ^
CONSTRUCTION Q Y
N
co
- - - - - - - - - - - - 24.36' Q �24.36' S89°19'52"E 315.38' -
XS89°19'52"E 283.86'-- n CD-- -- - - - - - - - m z
120.93' 5.28' 132.74' OW CD
18.08' BLOCK 13.00' . co _�
�
1 75.61' 46.83' 5,797 SF 12 I o —� CD
S30 1� 5,459 SFOo 0`♦ �� BLOCK 8
/ 1 VICINITY MAP
So 11 ` 33,433 SF I M NOT TO SCALE
00 6,600 SF O� Oo,♦♦cSy9°
e 10 PRELIMINARY PLAT NOTES
_
OC?j .00 6,600 SF SqO�♦"'8g, �� SrspO I M 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED
a coO �\O O A- 100 BY CONDITIONAL USE PERMIT.
u,I ♦ ,�/� I co 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION.
CIVIL INNOVATIONS oO 24� \ 60 9 SO
NORTH
r 1 9> 1 00 6,600 SF 00 I 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE
20' SEWER EASEMENT - RE-SUBDIVISION.
80 40 0 80 160 z I \ 1\O
8 SO ♦ 1 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT
6400 5,500 SF Op 00 NS3° I DRAINAGE,UNLESS OTHERWISE DIMENSIONED.
HORIZONTAL SCALE IN FEET BLOCK 4 �O 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES,
1 \J► 7 s♦♦ 9�L AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS
1 98,234 SF �I►F 150 5,500 SIF O� 00 sl)S ARE AS SHOWN.
I r Vol
r9 ♦ 6. IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL
S00 5,500 SF ,O S S`�28, cNu BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT.
�S O 0o sr`Og„ iv` 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS
11 5 9 ♦F9> ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. �'SAL
v 2 S �� 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR
N Q00 6,673 SF A2Q EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL o����Cs1
�., 4,341 SF S 0.g
�00 13.16' �L�' ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS Q,e
to CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
° �O� SO 31.29 4 AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." I, III
_ S89 1933"E 398.08 o, 7,721 SF 1
—- _ --—-- 3 O 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 11��C�/Q�//�J��
— 9.37' 304.07' 49.11' 39.33'
6,478 SF rj 12A 13 10. LOT 1,BLOCK 1;LOTS 1,3 AND 11,BLOCK 2;LOTS 1 AND 13,BLOCK 3;LOTS 2,6,12,23,27,37,AND 55,BLOCK 4;LOTS 1 AND 11,BLOCK 5;LOT 5,BLOCK 6;AND LOTS 1 d _V �� Q�
-� 20.00' 142.36' 9.55' �` 90 AND 9,BLOCK 7 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SHELBURNE SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR ��f OF
12 4 33.13' 37.40' m I HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT �r11 S�
145.06' M BLOCK 3 IN P
53.48' 1 8,258 SF 6,482 SF 3 I DRAINAGE.
123.68' '� 13 �;' oo 100 33.79 6,979 SIF I PROPOSED 11. LOT 6,BLOCK 5 IS A COMMON DRIVEWAY LOT FOR THE PURPOSE OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC
ro o �'Q 15.63'
e 7,135 SIF 11 3J 5 7.00' 11-6C-3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 lbs.
BLOCK 4 39.64' TO` 6,625 SF 6,126 SF LU
12. LOT 1,BLOCK 8 IS A COMMON LOTTO BE RETAINED BY THE DEVELOPER. c�
5,656 SF 126.7Z \ 26.02' ��� 3ASg, c 2 CC c.3 a o
`' ° 1531' 110.00' 1 SOUTHPARK SUB. J Q
0 48 �� � �
I 110.00, � 40.14' 10 o BLOCK 4 ,� 5,500 SF o o z
c.; BLOCK 4 5,500 SF
r°B 14 \ SQoo, \.0 6 p1.26' 110.00' PRELIMINARY PLAT DATA o CL � m
o 49 0 210.70' 5,500 SF p 35.00' rSoo 11,792 SF o 1 95.00' z Q o
10,360 SF 34.00'
I o 5,500 SF oo a roe 9.32' \ So o° 1,563 SF - TOTAL ACRES 27.90 AC ZONING "' z z
n 6p 19' So 001 8 50.00' SO o2 T �G o z
110.00, W 8j, 00 6.61' Oo, •00, 23.50' EXISTING:RUT PROPOSED:R-8 " o
y 50.00' 50.00' 50.00' 15 S 5,500 SF o6 - E.ARABIAN DR. PUBLIC RIGHT-OF-WAY 6.00 0 � U
o r oo SO Q00 �0 23.50' RESIDENTIAL AREA 15.90 MINIMUM LOT SIZE(SF) z o U)
o 50 0 11. 28.20' o° 5,937 SIF o. Oo, 7 0 0 z
0 5,500 SF o �� �� 18 FqA� 5,500 SF O TOTAL OPEN SPACE 6.00 SINGLE FAMILY 5,446 SF a
I "' o o c BLOCK 4 0 o r°B 6A38 5,500 SF 6 S '9B SO o 11 95.00' T o ,�
0 QUALIFIED OPEN SPACE 4.33 a LU F- ,,, a
110.00' e� o 0 0 0 ^o �0 �q C 0' 0 21.17' 1,512 SF i QUALIFIED OPEN SPACE PERCENTAGE 15.52/o AVERAGE LOT SIZE 6,994 SF z o L v
C? c 47 0 48 c 45 c �O O y 110.00' o o� w
y 5,500 SF r 5,500 SF � 5,500 SIF r S 17 T So 0 10 c ¢ o z w
o 51 o BLOCK 4 boo, 5,500 SF oo SO 00 5,500 SF c °C w o 0
0 o r •O, P•7P, 21.17' "n RESIDENTIAL GROSS DENSITY Du/AC 3.55 0 C v
I o 5,500 SF cm 21.21' 23 18 0 O 44.32' 110.00' vS w w
I, TOTAL LOTS 119 ( ) = z
S SINGLE FAMILY LOTS 99 RESIDENTIAL NET DENSITY(Du/Ac) 6.23 z ~
110.00' 18.50' 50.00' 50.00' 50.00' 124,089 SF roe `,(� Oo 5,500 SF o S 27.78'
`_ ^ 0 0 �00 \ BLOCK 2 I o
19 0 o CD COMMON LOTS 20 ¢CD
z
o 52 0 _ S�Oo, 5,500 SF o0 AB - - ' 5,5 0 SF 1° w ¢ o
5,500 SF o - E. DAVIN ST. F� o. 9' I NOTE: DATA SUBJECT TO CHANGE UPON COMPLETION OF A SURVEY L _ _
I r 109.63' rOe 20
110.00, ` INCLUDES WILLIAMS HOME LOT AND PARCEL NE OF TEN MILE FEEDER CANAL = `" ~ o
r SQo 5,500 SF o 110.00, z
� 168.50' 1 34.34' 0 ��0 58.34' 27.98' 0 8 o
o 5,500 SF oe 21.21' 110.00, 2,950 SF 103.00' I
122.76' So 21 c 21.26' �' 5,5o0SF o ENGINEER DEVELOPER
o �++ 00, 5,926 SF
' "n o 0 22.99' 21.54' o
110.00' G o 16 0 2 0 0 44 0 � r0B 22 0 110.00'
BLOCK4 Lo 5,500 SF "' 5,452SF N N 6,019SF S9,S 9,722SIF 47'R�" o alp CIVIL INNOVATIONS, PLLC SHELBURNE PROPERTIES, LLC.
I _ 7
g 54 bo O 110.00, 110.00, 120.00, ao ' 5,500 SIF "' rn CONTACT: BEN THOMAS CONTACT: RANDAL CLARNO
I ; 5,500 SF ,� v c BLOCK 7 c o 0 000 gy 1043 E. PARK BLVD.STE. 101 7440 E. PINNACLE PEAK RD.,STE. 142 O
110.00' 21 21' y o 15 0 3 c c 43 c� 121.53' 601110.00, Q0 BOISE, IDAHO 83712 SCOTTSDALE,AZ 85225
"' 5,500 SF LO °' ` roe 69.59' I ch
PHONE: (208)884-8181 PHONE: (480)401-0800
95.00' 55 5.500 SF 6,000 SF �' 31 .�� Q o o N
�r 1,538 SF 110.00' 110.00' 120.00' 6,549 SF 34.39' 99 r0e LO 5,500 SF "' N _
23.50' _
o 0 o c06
� 124.83' h \ ~
E.TAORMINA DR. 14 0 4 o Q o 42 /� Q
23.50' 5,500 SF ' 5,500 SF "' ' � N W 110.00' 1 } }
0 95.00' y 6,000 SF N 32 10.06' roe CO) o 5 a <
Lr z 120.00' o i r° 5,500 SF o 0
0 110.00, 1 uya h LO LL
c.i L6 110.00, 110.00, o0 6,200 SF
o f 1,537 SF c o o z o 0 o e 81'RIGHT-OF-WAY
o W o N 123.95' 205.90' = 21' 4.5' 4.5' 21' _
21.21' 0 13 0 5 41 v' CD
a� 0 2 0 = c N 110.00' o� cc
w o 0 5,500 SF 5,500 SF LO 6.000 SF 0' o I 2'LANDING 5' 8' 2' 18.5 0.5' 18.5' 2' 8' 5' Z LANDING
5,500 SF
N Ur U) ti N BLOCK 4 33 0 13.00' c 4 c( SIDEWALK LANDSCAPE 0 5, LANDSCAPE SIDEWALK
110.00' 110.00' 110.00' 120.00' 6,199 SF o 104.50' "' 5,500 SF ' VERTICAL CURB AND GUTTER PER ACHD 18"VERTICAL CURB NO GUTTER WITH O
c;l0 0 "n 1'LANDING SUPPLEMENTAL SD-701 1'LANDING
:)1 BLOCK 5 4T R/W O 12 0 5 0 4T R/W o co 123.99' 4T R/W 15.20' 0 110.00' FULL BASE AND SUBBASE MATERIAL
z
0 3 0 0 0 0 0 40
c c "n n o0 0 110.00' I 3,r BENEATH PER ISPWC SD-701A Q J
5,500 SF 5,500 SIF "' "' `� T' 30
ov
5,500 SF ,� 6,000 SF N 34 o c 6,576 SF `-0 24 � MAX 2.0% ° 2.0% 3;1M
1.75% 2.0� 2.0% 1.75% p
o 6,600 SIF I -y 2% 2% — >_
110.00' 110.00' 110.00' 120.00' 6,201 SF o - o[
1 0 o BLOCK 7 0 o BLOCK 2 M 1 Z Q
o �n
».,...,. .. M..
4 0 11 o c o 39 N 124.03' 110.00' 110.00' N N 1 3:A MAX Q Z
o 5,500 SIF "' 5,500 SF 7 "� '� rn 1 o o BLOCK 4 o r 3 r I 5"THICK CONCRETE SIDEWALK PER p
0 o 5,500 SF 6,000 SF N 35 _ O o 0 0 12,456 SF
I
29 25 o ACHD SUPPLEMENTAL DWG.SD-709 2-1/2"ASPHALTIC PAVEMENT J
EXTEND ROAD BASE o O o co � W
110.00 110.00, 110.00, ao 6,203 SF o Q 6,600 SF `� ( 4"OF 3/4"MINUS CRUSHED GRAVEL
120.00' o 0 6,600 SF 4"OF 3/4"MINUS MATERIALS 6"PAST L U
1 5 N 10 8 0 0 00 h CRUSHED GRAVEL NOTE: CURB AND GUTTER TYP.
"' o0 00 0 38 c\j 124.07' I ( )
c 5,446 SF n 5,500 SF ,n ,on r 110.00' 110.00' 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%
c 5,601 SIF 23.92' 6,000 SF 6 14"OF 6"MINUS PIT RUN
"' 37.84' 102.44' 110.00' 21.17' 22.03' N 38 0 o P8 o0 26 0 110.00' 2. NO TOLERANCES WILL BE ALLOWED UJI
118.43' 33.27' 9 168.65' 22.23' 6,205 SF o o c oo c p c l COMPACTED STABLE SUBGRADE
\ 120.00' 37 0 �, 6,60o sF s,600 SF o o TYPICAL LOCAL STREET SECTION WITH ISLAND (ENTRANCE ONLY)
1 6 31.38' 2,860 SF SS20 5,083 SF N 124.11' 21.26' 110.00' 110.00' 21.16' 5,500 SF110.00, 1
3,163 SF —E.GRAYSON ST. - 24.14' 116.43' 21.16' 21.26' M
_ 4 NOT TO SCALE
27 190.00' 1 95.00'50.00' 50.00' 37.09' _ 3,075 SF 1,567 SF M
I a W
is.18' 45.42' 6.93' N89°14'43"W 186.00' 36.00' - - - - - E. GRAYSON ST.- _ _ - 23.50' T
24.14' 5223- v 23.50' 0 0
r c �
_ W
00 o6 0 2.97' 22.03' 50.00' 27.63' 47'
1 t2 2 ai I 1 to.. 5' 60.00' 60.00' 50.00' 50.00' 50.00' 60.00' o�-c
cc
7 r c l 1 _ 28.22' 21.26' 81'R/W 15.00' 1
8 0 0 0 21.16'
I 7,913 SF 7,923 SF 9 10 `2 o M o 0 2' 5 33' 5' 2' y
SIDEWALK SIDEWALK
o
7,866 SF r L, o m 1 �' c" o 0 0 o c o c o 0
`f' T �' _0 2 0 3 0 4 0 5 0 6 0 7 c
7,030 SF 1 T rn I $491 SF 2 �++ o 2' 14.5' 14.5' 2'
7,352 SF 3 4 cc o T 6,600 SF T 6,600 SF T
T5,530 SF L a T 5,500 SF 5,500 SFr 5,500 SF 6,629 SF 1
r- 8 5,500 SF 1
BLOCK 1 I
50.00' 50.00' 50.00' 50.09' �' o I ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD PROJECT N0. 19-0613 SS
o 62.00, 60.00' 50.00' 50.00'
cn o C 60.00' 60.00' 50.00' 50.00' 50.00' 60.53' 3.1 PX
c 1i o f z l o Q MAX SUPPLEMENTAL DWG.SD 702 SUPPLEMENTAL DWG.SD-702 0 3:A M
co7,003 SF BLOCK 5 1 LO 1 o BLOCK 6 5 6 y 1 0 1 1.75% 2% 2% 1.75/o DWG FILE PRE
POINT OF BEGINNING 200.09' co M 13,775 SIF �` ?j o 1
o 250.19' q �'� 15,646 SIF 345.00' M
NO°31'20"E 25.00' o o DESIGNED BY BT
PX 37
O o 200.09' Cl) o 0 3.A M MAX
o M DRAWN BY TA
M
N CD,-00 N
TE SIDEWALK PER
28 —V r Ea ev Ea O—e �� ���������
v r ev ea ev ' ev
S89°14'43"E 238.00' N° AMITY ROAD"N N ---
400 50' _ 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRE
N u" �- O N
1/4�-- - - - - - - ----- " � _ z
- �' - - - ----- - - - - - " . -r .—o�,> El GRAVEL
(SP-3 0 50 INCH(%")MIX PG 58-28) AHD SUPPLEMENTAL DWG. D-709 CHECKED BY BT
33 - - - "' �� - - — � � N ^"" 4"OF 3/4"MINUS CRUSHED GR ISSUE DATE 09/05/19
- - - - - - _ _—_—_ _ _ _ _ "- 4"OF3/4"MINUS CRUSHED GRAVEL BASE
o N89°14'43"W 200.09' � -—-—-—-- 6"MINUS PIT RUN NOTE: EXTEND° 6" AST CUAD BASE URB AND GUTTERIA�LSP
0 o N89°14'43"W 706.22' 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ( ) HORIZ.SCALE AS SHOWN
o o COMPACTED STABLE SUBGRADE
2. NO TOLERANCES WILL BE ALLOWED
r o VERT.SCALE AS SHOWN
O TYPICAL LOCAL STREET SECTION (ATTACHED SIDEWALK)
NOT TO SCALE PRE
SHEET 1 OF 4
D:\Civil Innovations Projects\2019\19-0613-SS Shelburne South\200-Construction Drawings\204-Preliminary Plat\1 9-061 3-SS-PRELIM I NARY PLAT.dwg
SHELBURNE SOUTH - PRELIMINARY ENGINEERING PLAN
MERIDIAN , IDAHO
LEGAL DESCRIPTION ° Cj
A PORTION OF THE SW 4 OF THE SE 4 OF SECTION 28, T.3N., R.1 E., B.M. J
BOISE MERIDIAN, ADA COUNTY, IDAHO o 9��
SHELBURNE
co T
I \
EXIST.SSMH 2 - LL T
co
SUBD. N0. 2 O_ F N °o 0
(UNDER PROPOSED SHELBURNE EAST SUB. \ - ui
c+� s
CONSTRUCTION) Q Y ._
_ \ \ oc w `�
- PROJECT SITE m z
EXIST.SS CO - �- �\\ - - -= 2703 - - - - O L.L.i o
BLOCK 3
jI 13Cal
/ 5,797 SF 459 SF� \\\ \\ _ I o
BLOCK 8
min
33,433 SF I y E.AMITY ROAD �'
i SSMH 15 6,600 SF ` \\ ♦`�\\ \� /
1 I SSMH 1 � � I o/ � � � �6QOSF ����
CIVIL INNOVATIONS
NORTH 6,600 SF
20 SEWER EASEMENT 80 40 0 80 160MID
5,500 SF
HORIZONTAL SCALE IN FEET ` BLOCK4 I I \ \
N 034 SF � 1� Q �j►F 5,500 SF
r- `- T--I�� i I 9 \ 5500SF
`2 \ � 5 cos \�. �\ � o
6,673 SF�
4,341 SF
LL- \ \_ ,tiro 1 VICINITY MAP
SSMH 3
i L s I� 4 \ NOT TO SCALE
eG G d \ � _ _ \� \ SSMH 17 / � -� 3 � SSMH 14 \7,721 SF
ss sG s eG \ ss ss _ 6,478
SSMH 2 \ �G EG EG- EG \ \
�f 0 F
� 12 _ I 4 \ BLOCK 3 li jN P•��
26gp_ \ \\ \ SSMH 16 \ �258 SF \ \ 6,482 F
\ SSMH 13 \
-2690 �� \\ \ \ \ 5 �\ 6,9 9�SF PROPOSED
roe 1 SF \ 11 \ \ \
BLOCK 4 \
8 \ �\\\\\ \ � 6,62 S1; � \ \6,126 SF 1 L� c� w
\ \ ` SOUTHPARK SUB. LU
I 2CC C
5,656 SF \\�\`� �rn \ \~\ \ 10 \ \ BLOCK 4 1 5,500 SF
4 SSMH 18 \ 5,50RSF \ + + 1 cc 2--
BLOCK
\ \ \\\ r°B 1q \ \ \ 6 -- f zCLF m
\ 49 ,/ / \ \s`\ 10,360 SF \ s y \ \ \ 9 \ 1\792 SF 1 z z >
I \ \ \ 5, O SF \ \ a o
500 SF \� \ \ 3 1,563 SF L" z z
� _ oe \ \\ \ \ 8 \ wow
ti \ 2689 - \\ , 15�. \ \ \\ \50o sF\ f 17-ARABIAN�DR. o
50 \ \ 5,937 SF \\\ \ \ 7 \I o 0 0 o z
5,500 SF o 3 - ; ` 16 \ \5,500b SJ 11 o~c "' o
o -BLOCK \ °e \� 5,500 SF \ �6j \ -- I> a
v \ 47 46 �5 \ \ \ \ \�y \ \ \ \ I \ 1,1�12 SF z w °C
y 5,500 SF- 5,500 SF 5,500 SF \ 17 \ \ \ Q o z N
51 / BLOCK 4 I l� ® 5,500 SF \ \ \ \ \ \ N �� \ 5,50 SF o w C) o
5Q0 SFi \ \\ \ 23 / I Ih I\ � ` 18 \ \ \ \ \ \ \ I C'm w
5,500 SF\ \\ \ \ \ --
z C
� BLOCK 2\ cc
52� / w w �IIII \\\ a 5,500 SF ,\ \n 9 �/ z
5,500 SF f" i - E.�DAVIN S17: i� J �\\ \ - _ _
i \\ 5,500 SF �w ¢ o
SS Ss �Ib \ \,\\ \ 2U \ "- \\ PROPOSED LEGEND EXISTING LEGEND = �'SSMH 4 �I r 5 500 SF SSMH 19 ~ z
\ 1 \ ��� llll `\ `�`\ \ \ \ \ \ - \ \ I -- BOUNDARY LINE EXISTING PROPERTY LOT LINE
53 / a 2,950 SF�- \ _ \, � � 21 \ \ \ \ ° \ � �
\,500 W \ i6 \ I SSMH 6, �j 26g0 -� r �� � ` 5,926 SF \ \\ \ 6�\ \ y+ \ 5,500 5F� RIGHT-OF-WAY LINE - - - - - EG - EXISTING EDGE OF GRAVEL
BLOCK 4 \\ 5,500 SF II 5,452 SF I\ 6,049 SF \`oB � \ \ 722\ \ \ s \ \ \ \ - CENTERLINE TOB EXISTING TOP OF BANK
/ - _ - % / S \ 1 1 \ \ \ 7 \ PROPERTY LOT LINE - - - - - TOE - EXISTING TOE OF BANK
fl 5,500 SF v , BL CK�7 - - - \ I,,, / -2691 _ \ I \ \ 5, O SF \
I / � -��\\ \ PROPOSED VERTICAL CURB EXISTING DITCH FLOW LINE
�; 1. \ I / 3 �O SSMH 12
\ \\5� -� 5,50 SF I \ l II 6 000 SF PROPOSED ROLLED CURB - - - - * OHP - EXISTING OVERHEAD POWER W/POLE O
55 5,5Q0 SF y / - - -31 \ \ \ \ PROPOSED VERTICAL TO ROLLED CURB OAS EXISTING UNDERGROUND GAS
\ \ n
6,545SF SSMH 25 roB \\ \ 6 TRANSITION SECTION OT EXISTING UNDERGROUND TELEPHONE C4
SSCO 1 1,538 SFw 2sgQ\ - - / y!I / 3�500 SF- -
E.TAORMINA DR. ` SSMH 20 iq> q N \ ` \\\\�\ \ \
ss i ' \ 42 \\\ \ J PROPOSED STREET LIGHT x EXISTING FENCE
5,500 SF 5,500 SF \ I / 6,000 SF ; \ ��\� y \ \ \ TT
32 \� \ �, �6gs -r \ DIRECTION OF SURFACE FLOW EXISTING VERTICAL CURB
1,537 SF 3 O \ / I 6,200 SF \ \\ oe \ \ \
3 \ 1 5 �I 41 \ \ 1 \\ \\\\ -,- \ OO�F\ \ - - MON TOOK NG WELLS BED WITH EXISTING ROLLED CURB M�
\ 2 \ 2750 EXISTING 5'CONTOUR W
N,500 SF 5,500 SF� 5,500 SF 6.000 SF BLOCK 4 / \ \ I 9� \ ® PROPOSED DROP INLET Q
26g5 33 + + \4 - 2749 EXISTING T CONTOUR
B\OCK 5 \ I 6,�99 SF 1 - \ \ 5,50HF \ \ SO PROPOSED STORM DRAIN LINE AND MANHOLE ® EXISTING DROP INLET y CS
\.
�2- �69 6 I f s I qp r \ \ �GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX = z
�� O SD EXISTING STORM DRAIN LINE AND MANHOLE p[
5,5 0 / / J3 5,50a S�F �� 5,500 SF \\�I 6,000 SF / 536 SF � 2� \� \ �PIRR PROPOSED PRESSURE IRRIGATION LINE AND VALVE = a LL
`26s a 34 3 1i 600 SF \ � GIRR EXISTING GRAVITY IRRIGATION LINE w
N 5 \ r2695 O I BLOCK 7 \r�\ 6,201 SF \ i `�\ �\ \a j �W PROPOSED WATER LINE AND VALVE $ PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE Z z
4 11 I 7 \ 39 \ \ \�\ PROPOSED FIRE HYDRANT Q LL
5,5-DSF 50P-SF� /I I / \� I \ BLOCK 4 `�\\ I W EXISTING WATER LINE AND VALVE -
V ) 5,500 SF �� 6,000 SF N 35 \ \ 29 \ 25 f2,456 SF �\ ti
26 \ \\ SS PROPOSED SANITARY SEWER LINE AND MANHOLE � EXISTING FIRE HYDRANT O Q[ Q
\ 6,203 SF 6,600 SF 9\ 6,600 SF 2692LU
10 g \ ti \\ l O�\ /SS EXISTING SEWER LINE AND MANHOLE
5 / 5,446 SF 5,500 SF I } 8 ` \
\ EXISTING STREET LIGHT
5,60' �` � � 6,OOA SF \ � \ � I III
SSMH 21 I - l 36 \ 28 I 26 i�lg 1=
EXISTING ROAD SIGN
g / 1 ' 6,205 SF } } 6,600 Sr 6,600 SF I "+ + 2 \ II -�
�6 T" 2,860 SF L - F 5,500 SF ® EXISTING SPRINKLER BOX
3,16 F s -w - zwo8 of -- \ III
-E.GRAYSON ST.- - IN EXISTING POWER JUNCTION BOX
r -- i SS ss i �W / 3 25 SF 1 \ 4 EXISTING TELEPHONE RISER
r SSMH22 w / 1,567SF
L �- _ SSMH 10 f " w i w
SSMH 7 III \� EXISTING DECIDUOUS TREE
L e
16 1 J ssMIJ
---r-\ , -- SSMH 23
/ 26g6 Si MH 8 w \ L J III EXISTING EVERGREEN TREE W
rr SSMH 9 \ ` \ Lj
SSMH 11 SSMH 26
/ 71913 SF 7923`SF \
L---- CA
7,866 SFy 10 1 A �III�
?69151SF r- \ 2 ui 2 3
8,491 SF 3 q I � � I / i I 4 � 6 7 � illl
35� a 6,600 SF _ 5,�0 SF -_5,500�F 5,500 SF 6,629 SF
�; SF 6,600 SF
/ \ 5,530 SF 5,500 SF I a \ - -
BL CK 1 a
C - _ I
PROJECT N0. 19-0613-SS-
I BI�O 5 � � BLOCK 5 a 3 z lii DWG FILE ENG-1
\00�SF /I 269 y Z6g¢ / 1 I 6g3 / it
_ ^ 6 13,775 SF _
_ 15,646 SF DESIGNED BY BT
DRAWN BY JTA
28 - - - ---�- - _ - -- -- -- -___ -- == -- --- J
CHECKED BY BT
1/4��------------ AM*WLY
33 - - ----- - - - - - - --- � - - - - -----
3 ISSUE DATE 09/05/19
l� 269 ,269a SSMH 24 - - -- - - - -- - ---- - - - -
- ---- - _- - _,--_ - - -_- -7-- =�-___ _ _ _
-- - - -�P-- -- ------ -----
_--- a- - ox. - --� -- ��_�= � --__---�----- ---- - - - =� =�- ---Eo-
----ar----- -----^ -----aP-
----a- - - VERT.SCALE AS SHOWN
O ENG = 1
I I SHEET 2 OF 4
D:\Civil Innovations Projects\2019\19-0613-SS Shelburne South\200-Construction Drawings\204-Preliminary Plat\1 9-061 3-SS-PRELIM I NARY PLAT-ENGINEERING.dwg
8-INCH SEWER PROFILE- OFFSITE - LOT 23_BLOCK 4-S. COURVOISIER PL.-E.DAVIN ST.
2695 2695
_- --------- Cj
EXISTING GROUND AT FINISHED GRADE AT _------
PIPE CENTERLINE
2690 PIPE CENTERLINE 2690
II �
- ---------- '
----
------ ---------- ----
--------------- ---- - - ---- ------------------ ------ y r
II r r
T CD
w 00
2685 j 2685 O N
Q coo
0
U
II r
I I II 0 225.00 LF 8"PVC @ 0.40% J oo °O .�
m p o0 0
0 284.63 LF 8"PVC @ 0.40% Y Fj
o
SSMH 4 ' Q �
58.09 LF 8"PVC @ 0.41% ill 373.53 LF 8"PVC @ 0.40% SSMH m z
STA= 22+07.74(N/E) pLU
2680 ° SS 3 O
213.31 LF 8"PVC @ 0.40% STA= 19+19.11 (S) STA= 10+00.00(S) w o
----- ----1 154.9 LLF 8"PVC @ 0.41% SSMH 2 RIM = 2692.41 2680 c=
� r STA= 10+00.00(E) 8"INV IN = 2682.86(E) T
- -----
~- 103.22LF8"PVC@0.41% �}----------- SSMH1 STA= 15+41.58 RIM = 2689.01 8"INV IN = 2682.86(S) Z
L�--------- --- _ RIM = 2688.44 8"INV IN =2681.62(S)
EXIST.SSMH 2 EXIST.SSCO STA- 13+24.27 8 INV OUT=2682.76(N)
EXIST.SSMH 1 RIM =2687.72 8"INV IN = 2680.02(E) 8 INV IN =2681.62(E)
RIM =
STA= 10+00.00 STA=268 .15 7.15 RIM = 2687.20 STA= 11+67.31 8"INV IN = 2679.06(S)
8"INV OUT=2679.92(N) 8"INV OUT= 2681.52(W)
8"INV OUT=2678.96 N
8"INV IN =2678.09 S ( ) 2675
2675 g��INV IN = 2677.57(S) ( ) 8 INV IN =2678.33(S)
8"INV OUT= 2677.99(N) 8"INV OUT= 2678.33(N)
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
ONAL
CXSTE�� l
�I 0 62
8-INCH SEWER PROFILE -S. HENNESSY AVE. -E.GRAYSON ST.AND S.SELATIR WAY �'� pq 9��
2700 2700 �T
OF
IN P
EXISTING GROUND AT
PIPE CENTERLINE '
w
2695 2695 0 J a
CC U C
FINISHED GRADE AT ---- w w
----- ---------
o z
PIPE CENTERLINE ,---- --- __-- ---- _ ----- '----__ i- - o cc C m' ----
-- _-- - a
-----' - -------- --- z -------- - ---- v' Q >
- - Z ------ - -12"SD ------ ---------- -ii w o z
co
12"SD
2690 - ---- - � 12"S �
8„ 354.45 LF 8"PVC @ 0.40% 2690 o v >_
v SSMH 12 zo o 2 z
0 o STA=37+98.90CD g o
12"SD 40.28 LF 8"PVC @ 0.42/0 256.50 LF 8"PVC @ 0.40% w cn
RIM =2696.36 a z L
SSMH 11 12"�1/ 8"INV IN = 2689.94(N) } w
83.01 LF 8"PVC @ 0.41% 166.76 LF 8"PVC @ 0.40% SSMH 10 STA=34+40.45(N/w) 24"GIRR 8"INV OUT=2689.84(S) � w o 0
44.08 LF 8"PVC @ 0.41% 0 SSMH 9 12 W STA= 10+00.00(E)
2685 389.07 LF 8"PVC @ 0.40% SSMH 8 18"SD-STA=31+79.95(W/E)
STA=30+09.18 Z STA= 10+00.00(N/S) RIM = 2693.16 2685 w W
SSMH 7 STA= 29+22.17 8"INV IN =2688.42 N z m
STA= 28+77.89 N/E RIM =2691.91 co ( ) cc
( ) RIM = 2692.43 RIM =2 = 26 8 INV IN =2688.42E < o
SSMH 6 STA= 10+00.00 W 8 INV IN =2686.52(E) 0 8"INV IN = 2687.29(S) ( ) cc z
SSMH 5 ( ) 8"INV IN = 2686.08(E) 8"INV OUT= 2686.42(W) 8"INV IN = 2687.29(E) 8"INV OUT= 2688.32(W)
STA=24+84.82 RIM = 2692.66 LU J ~
STA=24+36.75 8"INV OUT=2685.98(W) � a
RIM = 2690.56 RIM = 2690.27 8"INV IN =2685.81 (E) 8"INV IN = 2687.29(N) W �
8"INV IN =2684.15(S) 8"INV IN = 2685.81 (W) 8"INV OUT=2687.19(W) �
8"INV OUT z
2680 8"INV IN T 2683.87 2683.7 (7(W) 8"INV OUT= 2684.05(NW) 8"INV OUT= 2685.71 (N)
= 2680
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+50 O
0 cU
w
J
CD
O
O w
8-INCH SEWER PROFILE-S. SELATIR WAY Q C/)
2710 2710 p '
z
Q LU
O z_
o
CAw z
w
2705 2705
EXISTING GROUND AT W z
PIPE CENTERLINE
LU
- ---------- - -- ------
2700 --- 2700
FINISHED GRADE AT 50 25 0 50 100 M
12"SD
PIPE CENTERLINE
12"SD HORIZONTAL SCALE IN FEET LU
5 2.5 0 5 10
$I'W
2695 2695 VERTICAL SCALE IN FEET
56.41 LF 8"PVC @ 0.41% 370.37 LF 8" 0.60%
PVC @ SSMH 15
STA=45+92.14
RIM = 2702.59
354.45 LF 8"PVC @ 0.40% SSMH 13 8"INV OUT= 2694.02(SE) PROJECT N 9-06 3- -
2690 STA=41+57.36 SSMH 14
STA- 42+17.77 2690 DWG FILE ENG-2
RIM = 2702.63 RIM = 2702.57 DESIGNED BY BT
DRAWN BY JTA
8"INV IN =2691.46(NW) 8"INV IN = 2691.79(NW)
8"INV OUT= 2691.36(S) 8"INV OUT= 2691.69(SE)
CHECKED BY BT
ISSUE DATE 09/05/19
38+50 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 46+25 HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
ENG =2
SHEET 3 OF 4
D:\Civil Innovations Projects\2019\19-0613-SS Shelburne South\200-Construction Drawings\204-Preliminary Plat\1 9-061 3-SS-PRELIM I NARY PLAT-ENGINEERING.dwg
8-INCH SEWER PROFILE - LOT 23_BLOCK 4 AND E.ARABIAN CT.
2700 2700
Cj
-- FINISHED GRADE AT
2695 --- PIPE CENTERLINE 2695
_--
----- __ _ ----- --------- ---------- ---- ------------- ------- y
EXISTING GROUND AT- Z o
T T
PIPE CENTERLINE 12"SD w co �
Cv
2690 2690
,
M r 06
c
---- 361. A LF 8"PVC @ 0.60% M
00
SSMH 19 J �_
i 151.61 LF 8"PVC @ 0.40% 69.90 PVC @ 0.40% z STA= 18+59.07 m � -.
Y � S
SSMH 18 RIM = 2698.53 ' Ercwi)
24"GIRR SSMH 17 STA = 14+93.13 8"INV OUT= 2689.65(NW) O w °O zo
u U
2685 ° SSMH 16 STA= 14+19.22 RIM = 2695.12
�g/° STA= 12+63.61 RIM = 2696.76 2685
p� 8"INV IN = 2687.47(SE) Z o
259 61 LF 8 RIM = 2693.14 8"INV IN = 2687.09(S) 8"INV OUT- 2687.37(N) Z r
8"INV IN = 2686.38(E) 8"INV OUT= 2686.99(W)
8"INV OUT=2686.28(W)
SSMH 3
2680 STA= 10+00.00(E) 2680
TA= 9+ 1 (W )
RIM = 2689.01
8"INV IN =2681.62(S)
8"INV IN =2681.62(E)
8"INV OUT= 2681.52(W)
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
CXSTE�� l
,ems
�I 0 62
n� 9�o
9T� 0
IN P
8-INCH SEWER PROFILE-S. COURVOISIER AVE.AND LOT 6 BLOCK 5 8-INCH SEWER PROFILE-E.TAORMINA DR. 8-INCH SEWER PROFILE- E. GRAYSON ST. (WEST)
2700 2700 2700 2700 2700 2700
EXISTING GROUND AT LL: w
PIPE CENTERLINE U Q
- -__ EXISTING GROUND AT ~
J
LU
--_ PIPE CENTERLINE / EXISTING GROUND AT FINISHED GRADE AT CDz
---___ PIPE CENTERLINE z m
PIPE CENTERLINE o
2695 -- - - _ __- -__ 2695 2695 t -_ 2695 2695 - __ 2695 z Q o
FINISHED GRADE AT - - --- - ---- -------- -- --_ � o z
FINISHED GRADE ATLU
PIPE CENTERLINE PIPE CENTERLINE ------_ o t
12"SD 2M o z
8"W o~c u° o
HOC ~ LU
o
2690 2690 2690 2690 2690 2690 w
Z Q U
N
O W OU p
� = w
zw
°O �
213.89 LF 8"PVC ~
SSMH 23 @ 0.60% a z
STA= 12+17.89 0
2685 SSMH 7 2685
09.00 LF 8"PVC 2685 2685 2685 RIM = 2694.86 STA= 10+00.00(W) W
2685 0.61% 127.50 LF 8"PVC @ 0.40% 8"INV OUT= 2687.10(E) z
SSMH 22 246.50 LF 8"PVC @ 0.40% STA=28+77.89(N/E)
STA= 15+27.82 SSMH 21 0 160.3 LF 8"PVC @ 0.41% SSCO 1 RIM = 28+77.
RIM V 2696.82 STA= 82 SSMH 20 STA= 11+29.50 SSMH 20
8"INV OUT= 2685.36(E) RIM =2695.39=26STA= 11+64.32(N/S) SSMH 4 RIM = 2696.63 STA= 10+00.00(W) 8"INV IN = 2685.81 (E)
692.66
8"INV IN =2684.70(W)
8"INV OUT= 2684.60(N) STA= 10+00.00(W) STA= 10+00.00(S) 8"INV OUT= 2684.12 (E) STA= 11+64.32(N/S) 8"INV IN =2685.81 (W)
RIM = 2694.47 STA= 22+07.74(N/E) RIM = 2694.47 8"INV OUT= 2685.71 (N)
2680 2680 2680 8"INV IN = 2683.61 (S) 2680
8"INV IN = 2683.61 (S) RIM = 2692.41 12+50 12+00 11+00 10+00 9+50
8"INV IN = 2683.61 (W) 8"INV IN = 2682.86(E) 8"INV IN =2683.61 (W) Z
8"INV OUT=2683.51 (N) 8"INV IN =2682.86(S) 8"INV OUT= 2683.51 (N) O
8"INV OUT= 2682.76(N)
16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 71 11+50 11+00 10+00 9+50
0 Cn
w
J
CD
O
C4 O w
= w
Q C/)
- z
Q LU
O z_
w z
� w
8-INCH SEWER PROFILE-S.AMORITA AVE. 8-INCH SEWER PROFILE-S.AMORITA PL. 8-INCH SEWER PROFILE-E.GRAYSON ST. LU <
2700 2700 2700 2700 2700 2700
Z �
FINISHED GRADE AT LU
PIPE CENTERLINE FINISHED GRADE AT
FINISHED GRADE AT PIPE CENTERLINE
PIPE CENTERLINE EXISTING GROUND AT EXISTING GROUND AT-
2695 - 2695 2695 5 2695
PIPE CENTERLINE PIPE CENTERLINE 2695i I ---
�I -- -- Uj
---------- ---
EXISTING GROUND AT
PIPE CENTERLINE _ --_ -_ 50 25 0 50 100
12"SD -\\ -- -- _--_ ---
HORIZONTAL SCALE IN FEET
2690 2690 2690 z 2690 2690 2690 1
5 2.5 0 5 10
J===6.10E 8"PVC@0.60%
308.59 LF 8"PVC @ 0.60% SSMH 25 SSMH 26 VERTICAL SCALE IN FEET
190.75 LF 8"PVC @ 0.40% STA = 13+12.59 SSMH 11 STA= 11+20.10 PROJECT NO. 19-0613 SS SSMH 24
RIM =2693.63 STA= 10+00.00(E) RIM = 2693.64
STA= 11 SSMH 10 SSMH 10 811 W 8"INV OUT=2689.15(S) STA=34+40.45(N/W) 8"INV OUT=2689.12(W) DWG FILE ENG-3
RIM = 2696.01 6.01 STA= 10+00.00(N/S) STA= 10+00.00(N/S) RIM _
2685 8"INV OUT= 2688.06(N) 2685 2685 2685 2685 2685
- DESIGNED BY BT
STA= 31+79.95(W/E) STA=31+79.95(W/E:) 8"INV IN = 2688.42(N)RIM = 2693.69 RIM = 2693.69 8"INV IN = 2688.42(E) DRAWN BY JTA
8"INV IN = 2687.29(S) 8"INV IN = 2687.29(S) 8"INV OUT= 2688.32(W) CHECKED BY BT
8"INV IN = 2687.29(E) 8"INV IN = 2687.29(E)
8"INV IN =2687.29(N) 8"INV IN = 2687.29(N) ISSUE DATE 09/05/19
8"INV OUT= 2687.19(W) 8"INV OUT=2687.19(W) HORIZ.SCALE AS SHOWN
12+50 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 11+50 VERT.SCALE AS SHOWN
ENG =3
SHEET 4 OF 4
D:\Civil Innovations Projects\2019\19-0613-SS Shelburne South\200-Construction Drawings\204-Preliminary Plat\1 9-061 3-SS-PRELIM I NARY PLAT-ENGINEERING.dwg