CC - Pre-plat CLM
Legend: Vicinity Map: 0 =
PROPERTY BOUNDARY W Z O
TNORTHEAST CORNER
� - - / �� SECTION 32
LOT LINE (� T.4N., RAW., B.M. S 29 S.28
W. McMILLAN RD S.32 S.33
R/W RIGHT-OF-WAY LINE
PARCEL N0. SO432142000 � 7I�
HEARTLAND TOWNHOMES q _
PROPERTY MANAGEMENT, LLC
- - - - - - - - - - - - EASEMENT LINE do w
_ o PROJECT SITE w M
PARCEL N0. SO432141800
HEARTLAND TOWNHOMES PROPERTY o
EW
- �� EG EG MANAGEMENT, LLC a o�c �W
EW Fby X \EG \EG ~ ¢
- - - - - - SETBACK LINE "' O
FW \F X�EG
\ \ EG X\X ,
j \EW EW 7t`.\FG _ \ \EG �XO�,� BLOCK NUMBER o ;,,Qf� 1 L03 BLOCK AND LOT NUMBER LLJ +
To
EW EG\ \EG \X z
\EW � �i� �E ��oX� I I
E Q ti X� G , \ EG
/ - EWW_ m-Eby \�'\ NUMBER v,
CD
x -� � \--- g„ -- o EWE Eby X�X\EG\ EG 0\X�X W. USTICK RD
E
4Q �- \ \ \�� EW EEw \ �FG EG�
q , - � , blo bye �E �H X�
I I
E p I
EW G E X
EW s� \ G�� �
67, \, �w B' EW\\ ,� w _ P
I I I I 8°ss k Z E \EG EG o
- �C
I w .� I _ -, E �X
W _Eby \��\EG , \ \ EG
.v .v904' � � , '- EW � , \ \ cn
1 / r�, \
B2 L10 0, I B2 L11 I I I I l l / / �, q0, - 12°Vy ,- B EW EG EG�lCp
M I -- - 06 SF Eby E EG E � r0i
y y y 5,174-SF T I 5,383-SF I o 62 L12 a, B2 L13 / / / G U
W
n
cn .� T 5,487-SF / / / / , ,, - EIS/ X\ G EG �
cn � 0 1 I T 4,896-SF o I l l \ 4Q' � �8 SS � \ ,-\\ EW \ ��E � \ �\0/� oo �
O° x- v y y I I I o / / - 1Z" - EXISTING 8-IN WATER X E 1co
/ 62 L14 / / / 4p, ___ , , \ EW, EW G , , E o M
I I I I I I / / / / / / / 4 - 8„SS - \ \ = STUB (BY OTHERS) p^� �EW EG\ G��0/#,� M C
N o O
FUTURE ROADWAY / 4,049-SF o _ . w
EXTENSION BY OTHERS I / 62 L15 / 0 C X. . EG
( ) I I I I I I I / / 4,060 SF o / / / / 1 , \ - , x -- '7 Fd/,Id\Fw EW \�, \�� `I D. E \ o
, J L - - / / / B2L16 / / / / / 1 4p �I n Dra l fto G X U
L - - - J L - - - _J L L / / / 4 W d C EG ��
.� - � � I E h HP
zz
i J / / / 4,060-SF o / / /� ,I �I/ E �, �I \ ai J ¢
\ \/ / / / % / B2 L17 / / / / 1 \ 0 x� - 20'EMERGENCY X __� a - X M c>
µ W W W 23' / / 4,06o SF o / / ACCESS PAVED EXISTING 12-IN WATER EW �Su ryPi EG X�0 p oo ¢ z
/ B2 L18 / l l / 1 4Q
20 40 40 -----_ \ J / / / / / /� \ - -- i2 W ( Y \E �y � \ EG \� OHp a ICI
N
40' L / / 4,06o SF o / B2 L19 / / / / 40 - - B OTHERS) W\ \ \ EG o
PARCEL NO. SO4321131750 w W 100' \-- n J l l / % l l / / l 1 /� 8 S - W EW EG \E� - ONP N
JOINT SCHOOL DISTRICT#2 40, / / 4,060-SF o �� \
W W o co Driveway A B2 L9 / / / B2 L 2 0 / / / l l / 1 W 50, EXISTING 8-SEWER EW Eby EG \�\X�� M
W W 2,840 SF 40- J \ \ / / / 4,06o SF o / B2 L21 / / / / / w W p - (BY OTHERS) EW Ely E �G pyp
cn `� �0 - / / -/ rG\X
85105 40 J / / 4,060-SF o / B2 L22 / l .v W W 4 S - EW \Eby XEG XX OHP
0- - - - - - \ --\ W Q
q �J � / / / o sF � 1
o / B2 L23 / W EW � \ ONP
•v - --- R � � J l l v a W / l / �1 40' -_8'SS � � � _ E
EXISTING GRAVEL ACCESS ROAD � \--� � ---- 40'
x o I B2 L8 I N i 0' L / / 4,060-SF o / / - O° EW \EW 32 ,(BY OTHERS) i� W I 4,047-SF .v 5 v W -- R J / / / W L2�k W / / / �, qp, �\ ruby,, E 8
r x I ao --- -- 40, L / W 05-SF W o / / 8\ W EW
L - - - -100'- - - J r / 83' r --- \ - - 4 � � J / W W B2L25 / / l 4p, ,SS � � � \ �EW �EWEG
-� - -
EXISTINGI2INWATER r- - - - - - - - � / <;, �/ B L I .v \ .v .v \ � � \ J/ 4,o6oSF o / \ � 1 �TW SEW SEW ��E \ w r
62 L26
(BY OTHERS) .v 3 9 �,�' 1k w .v .v \ f e \ l / / W -
\ \ r et -\ 0 4 .v 4,060-SF p / � \ � � � �,, E �
o I B2 L7 I i // 4,140-SF 1 W 4,4 5 F w W W .�6, -T �� m - -vi R q0, y W / / / / / B2 L27 l W` EIti RR
/ / S
4,000-SF I I W W W i I _� c", � � / / 4,053-SF o B2 L28
cn , \ / / / //l / r
cNo L - - - -100'- - - J L - - - - - - - - J v W .v y --- \ ^ -- 5p' l J / / / / 4,067-SF N / B2 L29 / l \ \ � � \ O
r - -100'- - - - - - - -100'- - - �`� .v v � \ � � J l l / l l / / v v .v \ 8;SS
N - - - - - - - - I r I y v v v v - qQ / / 4,053SF / B2L30c� Y � \
/ /
r B2 L6 _ I B3 L8 I I B3 L11 I o 33 q �/ / / / 4,066-SF ' w v .v -
o 1 0 BC-BC 0 L / / / m ,8 S I O
4,000 SF I I � - / 62 L3a y S "W
4,000-SF I � .� .� .� .� .� .� .�
�/ / / y y
000 I 4,000-SF I o o I R 4Q' W ,
EXISTING 8-SEWER ;r "' - - - - - - - y y / /
t .t 22�I22-SF v� i
L - - - - - L - - - -100'- - - J I - -100,- - - - J o \ -- -- - - I as
FUTURE GRAVITY y - 4p, / y y y ,� y
(BY OTHERS) 100- - - - - _
- -100,- - - - 47' IRRIGATION 3�q, --- QI x
- - - - - - - u .� w 9 w w
�- - - - - - - - - R/W I B4 L3 I WASTE DITCH y w w W� - \ \r o IV v .� _-` O T
��
o I B3 L7 I I B3 L12 I I 4,00o SF I SHOWN FOR �c '�
�..9 B2 L5 I o o I ( w w w w w v \ \ _ 40 u u u �v w PHASE LINE W „ -= --
_ _ _ _ FUTURE STATE HWY 16 RIGHT-OF-WAY
O a, Q I I I 4,000-SF I L - - _ INFORMATION 91 o x
_ o I i 4,000-SF � I
cn 4,000sF - - - - - - - - - - - - y B2L31
L - J L - J 100 ONLY Driveway C 40' 40' 40' 40' 2,656 SF y 0
- - - - -100'- - - J 41 _ r .v B Lek •v ' v o
i
- -100'- - - - ___1I x
- - -100- - - yr
r - - - - - - - - � y I I O I B4L2 I W 19, 25-SFw F_ __1 F_ I- - - � w �� j r \\ 86' m .v •v •v
o I B3 L6 I o I B3 L13 I o I 4,0oo-SF I W W I I I I I I I I N
B2 L4 I v i Jm °O I r5'
o I I 4,000-SF I I 4,000-SF W W I I I I I I I I W W W *� o x
}' L - - - ,- - - - J rLLi
� 47 I N I r,
4,00o sF I I y 100 } - I I- I I I I I R/W I 62 L32 W W v y W
T L - - - - - - - - � L - - - - - - - - � I y , x L - - - - - - - - J 33 - - -
BC BC _ _ _ I r - - - - - W B4 L5 B4 L6 I B4 L7 I B4 L8 I - 33' I 5,057-SF
SIC I I I Q 30'
EXISTING ROADWAY I 100- - - -M - - -100- - - I `� v `� W I I I _o I _o I I "' W I `r W W Q
BY OTHERS - -100- - 47' r r � o I B4 L1 I � � O �,. 4,060-SF 4,060-SF 4,060-SF 4,060-SF �,� � eo BC-BC I y �, .Z _ _ R/W
( ) x o _ o I I I I I I I I � _ _ _ I
B2 L3 1 R/i o I B3 L5 v I B3 L14 I I 4,00o sF I m �,it, I - _ _ _ _ _ W -
I 4,000 SF O I 4,000 SF I o L - - - - - - y W W 1 I I m � _1�_ r LU
v
4,000-SF I - 10o I I �' I I I I I W W o w CO
MIJ
L - CJ
J v WJ L_ L- - - - w j I - - 1 v .v c B2L39 x M
L----_ L- - o co 2 c\J
- - -100'- - - I �� W W W W W W W W -
j - -100'- - - - ° =S B2 L33 `r W W W M 132,459 SF co 3F o U J
-1��- - - \ Q W W W W W W W o W \ W ° I I I -
v`� R W R 34vV 4w� 40' 40� �40, �� �i - - 4,000 SF I v I `�" x z
/ EP & � I B2 L2 I o I B3 L4 I o I B3 L15 I o n - _ _ _i 11�' _ y y
I � v i ---------- � o oc I I
4,000-sF I I 4,000-SF I � � --- � � _ C�
_ _
A I 4,000-SF I w _ v O y
CL
� i B2 L34 I _ y x
- - - - - - - 1
62L1 �' .v .v .vr - - -100'- - - - -I r - - - -100'- - - -I �\, � M m Street D �. I � � \\ 4,000-SF I � � w w I I ■O O
O
EXISTING 16Y OTHERS)2-IN WATERx + W 11 9`-SF .� �'� o I B3 L3 I o I B3 L16 1 �'S '----------------- - ----- --- -------�- ----- ------- -------------- --- ------ -_1 w v v .v
x y
( ) I R/*- R/W' ; I 4,000-SF I I 4,000-SF I 40' 40' 40' 40' 52' 40' ` i - - _ - _ - J
R/WQ R/W R/W y y 40 40 33, y y y
L _ J L - - - - - - - - J of CZ
B2'L35 I x ■
2'Vlr
- -100,- - - - - - -100'- - - r - - - � r - - - � f - - - , r - - - � .� v r -- ° - � f- - � v v I i I ° oSF
r - r - I I I I I I I I I a I I I I r .�
--------- B3 L2 I I B3 L17 I B3 L19 I I I I I I I I "' - 1Cn
W Achievement St I I 4,000 SF I 3,328-SF _I 1 I B3 L22 B3 L23 W 24 W I I I I I W �° i i r - W W M x
--------8 -aSS - I 4,000-SF I I G I I r I I I s a w
_ CD
�, B3 L20 63 L21 o I o -63,L28 ` ° EG ; I ° - -
__ __________ o o - c� cal 63 L25 3 L26
L _ -
- - - - - - - I I 1 4, 60SF i I 4,060SF r w2,199 iF w w w w x
I _ T m I I I I I I I "�' F I
- - - - - - - - - - - - - - - - 41 R/W 9o,. IQ/W r -100 r - - - - - - - - ,� I
v W v FUTUR
E GRAVITY IRRIGATION
°C
I x cc
SD CD
DELIVERY DITCH (SHOWN FOR INFORMATION ONLY)SID63 Li B3 L18 RRB1 W1 009SF I L � GI3,673 SF 4 ,
EXISTING 8-SEWER + GIRR GIRR GIRR
- - - - - - 1 L - - - JL - - - J L - L - - - J1Block 3 L_ - _J _J ,5 EG - EG - EG - EG EG EG EG GIRR EGEG(BY OTHERS) •110' J O O
X- x 100'- 30 OH OH log
2 4 40' �18 EG 151'
30 I
o
CE 1/16 CORNER SECTION 32
■� = 0
Q
T.4N., RAW., B.M. OHp F UHF � � O
PARCEL NO. SO432427900 EAST QUARTER CORNER T pt� 0
S2 C)
JOINT SCHOOL DISTRICT#2 ' T.4NECTION R.1 W.36.M Cc cr-2 =
y wo
o -
O = PARCEL NO. SO432417350 w w Q
z CD
ACCLIMA, INC
o _ o
r = I I
= I I IW
Revisions 10
N = z
I
SE CORNER
PreliminaryPlat-Overview 40' 80' SECTION 32
T.4N., RAW., B.M.
Horizontal Scale: 1" = 40'
Notes: Zoning Requirements: Project Summary: Property Owner:
1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2 PROJECT LOCATION: LOCATED IN THE NORTHEAST QUARTER OF SECTION 32 TOWNSHIP 4 INVESTMENT ANALYTICS GROUP, LLC
CONCERNING IRRIGATION USE.ALL LOTS WILL BE PROVIDED PRESSURE IRRIGATION VIA THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. DIMENSIONAL STANDARDS: R-8 ZONING DISTRICT NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN,ADA COUNTY, IDAHO
THE EXISTING SYSTEM OPERATED BY THE SOUTHRIDGE OWNERS ASSOCIATION AND 800 W. MAIN ST, STE 1460
SUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC MINIMUM PROPERTY SIZE/ 4,000-SF BOISE, ID. 83702 �$�0 L EN
WATER SERVICE FROM THE CITY OF MERIDIAN. DWELLING UNIT(IN SQUARE FEET) TOTAL PROJECT AREA: 15.42-AC ± G�� T r,,�,
2. EASEMENTS: EXISTING ZONING: R-8, (CITY OF MERIDIAN) o �n
2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY MINIMUM STREET FRONTAGE 40-FT Engineer, Landscape Architect, Planner:
DRAINAGE AND IRRIGATION EASEMENT OVER THE TEN (10) FEET CONTIGUOUS TO SEWER SERVICE BY THE CITY OF MERIDIAN. PROPOSED ZONING: R-8 OF ±15.42-AC 09 1
AND PARALLEL WITH ROAD RIGHTS-OF-WAY. HOWEVER,THIS SHALL NOT STREET SETBACK TO GARAGE 20-FT (LOCAL) THE LAND GROUP, INC. s o
PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FOR 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH TOTAL LOTS: 78 (INCLUDING 8 COMMON LOTS,3 COMMON DRIVEWAY T .Z.
ACCESS TO EACH INDIVIDUAL LOT. PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THE LOTS, 2 NON-BUILDABLE LOTS, 2 RIGHT-OF WAY LOTS) CONTACT: TAMARA THOMPSON (PLANNER) ATE OF 0
STREET SETBACK TO LIVING AREA 10-FT(LOCAL) 9S•
2.2. AN FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION HOMEOWNER'S ASSOCIATION. CONTACT: JASON DENSMER, PE (ENGINEER) �NDEN
EASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL INTERIOR TOTAL UNITS: 63 SINGLE FAMILY LOTS
REAR YARD LOT LINES. 8. ALL INTERNAL SUBDIVISION STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO SIDE SETBACK 5-FT CONTACT: PHIL HULL, RLA (LANDSCAPE ARCHITECT) 07/02/2020
192
2.3. AN TEN (1 I
REAR SETBACK 12 FT CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Date of Issuance:0) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION THE ADA COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN ESTABLISHED Project ssu ance: 07.02.2020 112
EASEMENT SHALL BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES OF THE ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND FLOOD HAZARD AREA. 20
SUBDIVISION, EXCEPT WHERE NOTED OTHERWISE. REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 462 E. SHORE DR., SUITE 100 Project Milestone: AGENCY SUBMITTAL
2.4. LOTS 9&31, BLOCK 2 AND LOT 19, BLOCK 3 ARE PROPOSED TO PROVIDE A STREET LANDSCAPE BUFFER 20-FT(COLLECTOR) RESIDENTIAL GROSS DENSITY: 4.08 (SINGLE FAMILY LOTS/TOTAL ACRES) EAGLE, ID 83616
BLANKET SHARED DRIVEWAY EASEMENT. IN ADDITION,THESE LOTS WILL PROVIDE 9. THE FOLLOWING LOTS ARE IDENTIFIED TO BE COMMON AREAS AND SHALL BE OWNED Preliminary Plat
E o A BLANKET UTILITY EASEMENT. AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. MAXIMUM BUILDING HEIGHT 35-FT NET DENSITY: 10.54 (SINGLE FAMILY LOTS/DEVELOPED ACRES) PH: 208.939.4041 Overview
g o 2.5. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. 9.1. IN BLOCK 1: LOT 1
E a 9.2. IN BLOCK 2: LOTS 1, 24, 37&38 OPEN SPACE: ±67,648 S.F./1.55 AC/12.8%
T 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING 9.3. IN BLOCK 3: LOTS 10, 24&28
E REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. 9.4. IN BLOCK 4: LOT 4
PP=01
Sheet Notes: Q CLM
i 0
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF
PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.
THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE
PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. Oct
l' / / / �-
_
b
#To
8 C
S
2
I
7
I III + + / I B2L10 I B2L11 I I, I \ / / „W� B
/' ' %/ / y" ✓ y y I
B2 L13 � \ I �026-"SF
5,174-SF 5,383-SF 62 L12 �SS
5,487-SF EX�IST_IN�G_8-IN
-IN W__�\Ey y y 4,896-SF
X �'k
WEST LAZY DIAMOND C LANE
B2 L14
E STUB (BY OTHERS)
/ \\ \\\ \ ` \
; �a�,,,� , _
4,049 SF / / 62 L15 / / \ �� ` \ \•�1 ������_ �X \
L M I
/ C
IL
w w w w L 4,060-SF /
J / B2L16 / / / ` � ��� � � \\� _ �a ` � 10
"'
�s, \
/ ra�� ���___ `��,''oh(� \X x\ M \
4,060 SF / / B2 L17 / / _ _ _ C
2520 /
4,060-SF B2 L18 \ EXISTING 12-IN WATER \\\�Eb1F \��\\ rye X '\ o \
- - -
/ 1
I- - I Ilc�l W ------ J / / / 4,060-SF / _ _ \ \ \ /� _ \\ (BY OTHERS) \\\ b \\ \\\\ \\ \ \ \ \\\ -/ / / / ��� VV
OTHE X
/ B2 L19 CD � X X v,
- _ N
Lo
III W W W W B2 L9 Drivewa A --_ - L / / 4,060-SF / / B2 L20 / / / -_ W - _
y / / / / I / � _ \ \ EXISTING 8 SEWER
- - - _
8 W J / / / 4,060-SF l / \ _� 2�,W (BY OTHERS)
2,840 SF / ' - / / / B2 L21 /
/ _ / / 4,060-SF / I / / �\ _ ` _����� �_
I _ / 8 ' -_ / / / B2 L22 I / / w _ _ ___ __�__ _ v _ X__ _ _
/ W J l l / �, �, CONNECT TO � ������� / / 4,060-5� / `_\- 8"\ J / / / / B2 L23 / \ EXISTING WATER STUB �, �S _ \ \ \\\\\\ \' s y
EXISTING GRAVEL ACCESS ROAD I g2 Lg / / /� / 4,060-SF / L / ` , _ _\,�`�
(BY OTHERS \�- X
) I .v 4,047-SF �✓ .v .v .v - _ \ 8" a w _ \ _ `_ _\___ _ / \ I
I � --- - `� / l l 1 �� � ` \��'� � I l
- I _ 8" \ 20'EMERGENCY .v o�5 F •v / / �_� �W�_����
11 L / o - _ ss
/ _ __ - -_` ACCESS GRASS W W / / / / \ / �4
W ,' , - 8„W PAVED / / 4,060-SF / % / - - 252 r _ ` _ �__ -
- - - - - -
52 EXISTING 12 IN WATER I / � �' � �' `� - � �' / 62 L26 / � / `_ \ \ _ _ ILU
2 BY OTHERS .v r , - � -- B3 L9 I .v .v .v - �+t J W /
B2 L7 I S a / B2 L27 / / / \ \ _ ��
-- 2522- I � � / � �� � � � ,, 8 s ree B _ / 4-061jSF j / � �
I I - / 4,140 SF W 4,4 5- F •v .v v .� N - - - 8„ -_ riu v l l / / v v ,q ` _ _� __ `��
I! I _ / B2 L28 /
II- I �- W ' 4,053-SF
Fn W L - J ` _ �\ ` _ \
I I
- - - - - - - W W W W W y 8 - / Y Y Y Q W _�
- - - - - - - J ss \, p �/ / / / 4,067-SF / B2 L29 / _ - -n/
W / - / 'V \ °W\ l l l / l - l l l \�. �� \ ` \\ 0., (, � \\\ ` \`\ /
I U _ ` / ll _
r I
r- - - - - - - I j .v .v / w w w \- _,\ � \ / / / / 4,053SF / / B2L30 / `��
(1, I I B3 L8 I I B3 L11 I v) / / - 8„SS �/ / / / / �'
B2 L6 I I � I / + + + + + / 4,066-SF y
I I / 8 �
4 000 SF - W s _ _
, 4 000 SF y y y y y .� y y w y S
4,000 SF I o o _ R �/ / W
EXISTING 8-SEWER -_
(BY OTHERS) I - - - - - - - - J - - - - I y y .� .� 8„W \ �/ � \ / w .� .� 2Y22�m y y \ \ \ \ \ 8„SS \ - - -
R / I x
N_ r - - - - - - - - � r - - - - - - - - � I B4L3 I y y --__ \� .� �/ \ \ \I �
oo FUTURE GRAVITY `� `� `�' -_ 8 SS W W W Z �5ti _ _
III WI 0 B2 L5 I I I B3 L7 I { B3 L12 I ao I I 4,000-SF I / � � \ w C � x
I I I I IRRIGATION v w w w w w w w \---_, `� \\���\\\ � u• �o w � \ \ `� \ c
Q I 4,000-SF I I 4,000-SF I _ J / \ N
4,000 SF I y+ - - - - - - - WASTE DITCH W w / w w w u u �� - Driveway C u u i \ \ \ _T� T, 7 I I Z III x
- - - - - - J � - J III I II III
- - - - - - - - _ (SHOWN W g� .� .�
- - - - - - - - - - - - - - - q
_ V r INFORMATION .v // .v - 2,6 6 SF 'k ,i 'k 'k \ d
III - - - - - - - - -CIO � I I B4L2 I ) / i v v I I I x
� - - - - - - - �+ I � ONLY � .v f-- � - - � � - - � �-- - - -I .v .v I w w w w w � I
co
_ B3 LIS - I I B3 L13 I I 4,00o sF I W
Cn
_ I � /
62 L4 I I I 4,00o sF x
- -2522- - - - - - - - _I� I }. L - J I I I I I I I I /� 23.5' I I� TLL
I 4,000-SF
r - - 4,000-SF I y - - - - - - - r
-`� I I I I I I I
l
I IIII _ I I � / CL TO BC I co
� I
11 � - - - - - --- J � - - - - - - - - J I .� �. �. .� ; I ► B2L32 � .v
- - - - - - / �C I B4 L5 I I I I I I I 5,o57SF I N
B4 L7 B4 L8 1 ,v
EXISTING RAOADWAY I III y L - _ J - - - - - - - -M - - - - - - - - v'I 1 /i C� W W I I Ic Bow I I W 52 - I �C /
I / IIII II
- - - - - - - ao �4,060-SF -" 4,060-SF 4,D6B=SFC-r(BY OTHERS) I 1 1�1 W � - � I °° I r � � � � - � I 64 L1 I v 0 I 4,o6o-sF_-I J I I I I I v /
_
Icn I .v v W _ W "' -- - - - - J `� / 130'
I B3 L5 I B3 L14 I I I 4,000-SF I m I I I -GIRR ya+ I "' � I L_- - - - � / III III � x
B2 L3 I II v 11 I / -- GIRR GIRR -1 I
I 4,000SF I 4,000SF I � - - - - - - - - J / {v I m II R/w
I I I 4,000-SF ,,. I I _ I I I I I I I I I , - ' I 1 r - - - - _ - - _ IJ I I
III L - - - - - - - -m L - - - - - - - - J I co
�I •v w .v .v Q� .v .v .v B2L39 2527- II
IIII - - - - - - - - - J I / - � - - -J L - - _ -L- � �+ I - - I-- -- -- B2t33 v •v •v � � c> II 2 x
i"
.v .v 132,459-SF / II F
" I \\ `1' �Y �Y �Y �Y �Y W p �Y �Y \ W :\I/l 'T I I �Y Y Y Y / I ,.
- - - - - - - - - -
ICE
- - - -:= - - - - - - - - -� � - � ti / _� , _ _ -2526-- - -- - -- -- -- ,/ III I I x
/ _
IIIII I B3 L4 I I B3 L15 I R W .v .v , L - .v W W - -
R - _ _
/ EP �FA�
°� r - - - - - - - - - - - - -
/
-B2 L2 I 4,000-SF 4,000-SF
CID
4,000 SF � - -&s - s"w sw s"w s"w I IIII I
II III IIIIII IIJI�
IP
x 6, B2 L34
8"SS S - 528 )S� 8"SS �i i
4,00osF- - - - - - - - - - - - - - - - treet Dmill
EXISTING 12-IN WATER 92 L1 B3 L3 11,24 -- --------6(BY OTHERS) 001
R/W � R/W R/W R/V R/w, 4,000-SF Q /ycc
�
■�
Y Y Y Y
- --- - - - - - - - - - - - - - - - / / I I I IIx
r - I r - I I I I I - I I II OCD
r r r r 25 * .� .v( -I - - -� _
�F� �Z��w= - B��W � - - - -_--- - - - - - - - - _ 25 f-i - -I / I 1 ,00-SF - � - - / III � I � I 2 I Ii ■�
12� B3L2 I I B3L17 I B3L19 I I I I I I ' I� I �� I I I ;I I I � _ _ _ � - _ I / 1 I I cn II IIh�
„ will 25 I I I I J I I I / N --� - -2527 /
III W Achievement St -� _ i- I 4,000 SF I I 4,000-SF I 3,328-SF I I I I I I C9 w w w - _-- -_- --- -- -
III I r - - - - _ _ _ _ III , M IIII C'3
2 B3 L27 B3vL28 I_ - - - - - - - - J - - - - - - - - J I 4,,06oS°F I I g060SF I I B060SF 11 I BosoSF I B3 24 I �B I I B3L
- - - - - - - - - - - - - -
I I I
F RNV - - - - - - - - I I y5,287 S� I �4,060 SF I I 4,060 I I 4,060-SF I *2,199-aF i co I B2a61
- - - - - - - - - - - - - - - - I �' �' I , r I I I I I 1' I I I I I I I I W I 4,45 -SF I � / � FUTURE GRAVITY IRRIGATION
SD SD IIII �`" �`" �` I 63 Li I I I I I I I I I I I �` �` W I �� I - - - { - z W W W DELIVERY DITCH (SHOWN FOR INFORMATION ONLY)
B1 L1 I I 63 L18 2 25 W W I I I ' I I 1IR I �-I- - - - - �, �, �, � / I I I GIRR GIPyR IRR GI
/ IIII W 3,67~-SF+ w w w I 4,009 SF I I 9 026 SF -- I I I I I v� - I / \
EXISTING 8-SEWER / v v v v v ---- _ \ - - / IRR
- - -- - -- - ---- - - - - - - - - - - -
MR
IRR -
(BY OTHERS) // ( z _W G1S� -.v .v GIRR W W IRR GIRR - SzRR �- GI -G1BR _-=J GIRR - - - - G RR J LGIRR - J L GIRR__ OC W L - - -� L - - J i -� .v .v .v .v v v �v v, / v v - - - - - - - - - - - - - -I - - - Joe E
/ X X ' elf �jF---X , _ X X__�4 __x._X
C4 cc
CE 1/16 CORNER SECTION 32 �v �% / \ ��- � � X- -X-1 ��--
/ CE 1/16t(114NWAIGft 32 V
TAN. RAW., B.M. \ V \v
1 \ EAST QUARTER CORNER
- -- - - / \
SECTION 32 mime
TAN., RAW., B.M. I � � � Q
CD
\ la
~o
Concept Improvements-Project Overview 40 80 � Q
yw
Horizontal Scale: 1" = 40' z
Q
z o
LO LU
o w
Revisions
1.
J
_ U
J J 30'
47'R.0 W. 30'SHARED DRIVEWAY/COMMON LOT V FLAT 2' 21.5'
23.5' 23.5' 10, 115
JOINT TRENCH
2' 5' 16.5' 16.5' 5' 2' UTILITY 10, 10'
EASEMENT 12'
EXISTING
(TYP. BOTH SIDES) 12"RIBBON SHOULDER EXISTING PAVEMENT
1.75%±0.25%
CURB 3 2 SAWCUT LINE
2% 2% 1.75%±0.25%
VARIES VARIES 1
- - - - - - - - - - - - - - - -
5"THICK CONCRETE 5"THICK CONCRETE
SIDEWALK SIDEWALK
STANDARD 3"ROLL CURB AND ANAL
2.5-IN ASPHALT CONCRETE GUTTER 2.5-IN ASPHALT CONCRETE g$Z EN
STANDARD 3"ROLL CURB AND 0\ST
4-IN OF 3/4"MINUS CRUSHED 4-IN OF 3/4"MINUS CRUSHED
GUTTER AGGREGATE BASE,TYPE 1
AGGREGATE BASE,TYPE 1
12-IN OF 6"MINUS UNCRUSHED 12-IN OF 6"MINUS UNCRUSHED 09 1
AGGREGATE BASE AGGREGATE BASE
COMPACTED SUBGRADE COMPACTED SUBGRADE J'>qT Pao
J EOF \0
"SON DES
3 Local Road Typical Section Shared Drivewa2y Typical Section N McDermott Rd T3ypical Section o7/o2/Zo2o
5 Project No.: 119192
E
Scale: NTS Scale: NTS Scale: NTS Date of Issuance: 07.02.2020
Project Milestone: AGENCY SUBMITTAL
Concept Improvements
E o Project Overview
g -
�E
�E�
PP=02
0
Sheet Notes: Q =
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O
PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.
THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE
PROPOSED IMPROVEMENTS SHOULD BE EXPECTED.
mmi
PP-04
Ir - - - - - - - - - - - - - - - - - � op
I
EG EG 1 1
EP - CEP �� I I I cf)>
EQ FG C\, I I � 00 I B3 L4
�co T I B2 L2
o
C,)t
L —� ——— — — — — — — — — — — — J M
00 I ,
100' r — — — — — — — — — —
I _
/ B2 LPL
co
i r I I B3 L3 I � I
,RIB RA/V R* `I' R/W y
R/W R/W R/W R
I III
� I I I L - - - - - - - - - -
- -- -- --- ------- -------------------------
12"W _ _ - - - 12"W I III 8"W 811W 811W - - - - - - - - - - -
II I L _ W Achievement St 14+00 �n STA: 14+12.83 (W ACHIEVEMENT ST)
— -43+00- m c_n STA: 20+62.75 STREET A
SSMH 13 III I c° �r M t 589'22'59"E 134.68 — V I I B3 L2
8"SS 8"SS �a I EX COI 8"SS 8"SS 8"SS
119 LF OF 8-IN PVC AT 0.40%
IIII _ -SSMH-022 I
- - - - - - - - - - - - - - - - - - - -_=—=----- -------- -- - - - L
- - - - - - - - - - -
0
R R R CD
III R/W R/W R/W R/W
r - - - - - - - - - -
- - — — — —ICI �'
°D
D S III I
,.., 1�
I
O
II II I i>< 14/B1 L1 U- I I B3 L1
cc
LO
GIRR_ _ _ _GIRR_ GIRR GIRR GI Im SSMH GI R I
-01 o L - - - - - - - - - - -
� PP-04
'IRR _
I �
Concept ImprovementsmW Achievement St ° 20' 40
Horizontal Scale: 1" = 20'
2530 W. AchievICALE:
ent St: St . 12+60 - 14+60
HORIZONTSCALE' 1" 20'
VERTICAL 1" _
2528
0 0 M ■lilililililililil■
co01� N
1p co '1 M ■ CZ
co + N
2526
00 co Q N
N N Q CV CO N ■-
M 00
CJ N C`3 LU
[0 J ■
U3 N EXISTING GROUND AT CENTERLINE CD w
m J
2524
PROPOSED GRADE AT CENTERLINE a
2522
Q
0
2520 ~o
cc 2io
� CO) w ¢
o �
10 � Q
2518 = z o
_ CD LU
o w
COD 5- 2E
Revisions
2516
1.
2514
2512
2510
EXISTING
23-LF OF 8-IN PVC AT 0.40%] ---------- $ZONAL EN
119-LF OF 8-IN PVC AT 0.40% O�� 0\ST
L2—f L
2508 1 09 1
SSMH-02
48-IN MH PER ISPWC SD-501 �T9TE�F \pP��
EX CO STA: 14+16.83, 6.661R f�S
4-IN CO PER ISPWC SD-506A RIM:2524.31-t �N Db'S
STA: 12+97.84, 6.74113 SUMP:2508.78 07/02/2020
2506 RIM: 2523.43±
IE IN: 2508.88, 8-IN PVC (N) Project No.: 119192
IE IN: 2508.30, 8-IN PVC (E) IE IN: 2508.88, 8-IN PVC (S) Date of Issuance: 07.02.2020
E
IE OUT: 2508.78, 8-IN PVC (W) Project Milestone: AGENCY SUBMITTAL
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Concept Improvements
o
AT CENTERLINE AT CENTERLINE
E 2504 W Achievement St
go o � Cry O � r � � � � o � o
N C7 N M N 11 N CM Nco co co co 11 N V N V
N N N N N N N
d T N N N N N N N N N N N N N N
�E�
12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 1 PP=03
if-o
CLM
Sheet Notes: Q =
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O
PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.
THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE
PROPOSED IMPROVEMENTS SHOULD BE EXPECTED.
7I�
PP-03 AT RIGHT
2 / 1 1 \
60'R/w 05
I I I I I I I I
\\
I
x �1� � � � � I �� I I I I I I I I I I V I
I 12 / I I I I ;,fo,
F
#To
C`J
5' 36' BC-BC 5' B2 L1 I I I I I I I I I I I \\ I I N _ I II I I I I I I I
F F I I I I I I I I I I I \ I I + I III
B1 L1 o I v I I I I I I I I I V I I II I
C:)
VI I I I I
o
o I B2 L2 I� I B2 L3 I I B2 L4 I I B2 L5 I I B2 L6 I I 6 7 I I B2 L8 I
I' - I I I I I I I I I I I
Cn
z� ��
co a� I I I I I \ I I I I .t, I I �
+ J
F F LL J
I
TN .' I I II Q � I - - - - - - - -
9 -
SAN I II mo'
.�
F
70 it v - - - - - - J - - --� — J - - - - - - J L- - - - - - - J L-- - - - - - - J L-- - - -- -' R/W
ROM \ II •� .�
C� 4-1 V �� .� -------------
r B
R� Street+05
C� �� /W R/W R/W R/W R/W R/W R/W R/W R/W�R/W � � 1+24.52 1+00
r
L Driveway A o9� 8
-- ------ - _ �. .�
56 LF OF 8-IN PVC AT 0.60%
-------------------- --- Y
B2 L9
LO
SSMH- SSMH-02'
-----------------
I � I ���, '�/!-y I I I � oo ss a
�',
SSMH-05
2 + 0 �, 55 I 8"SS 21+00'S 8"SS S 22+00 o'SS 0 8"SS 8"SS—23+00 8"SS I 8"SS
�o — I + —�_ I — i _ — 336-LF OF 8-IN P_V�C AT 0.87°�° Street A , \ �,_ _— N00 3442E 326.95 p
— I m + I— — �— — �— — I � - - - - - - - - - - - - - - - - �x0
STA: 14+12.83 W ACHIEVEMENT ST) \ , —f SSMH-04 �, r— —
0 coII
I STA: 20+62.75 (STREET A) O I \ � SSMH- 4
8 W 8�� 8"W 8"W 811W &W 8 W 8 W 8 W I 7� _ U- I �� 29-LF OF 8-IN PVC AT 0.87%
x -- ------------------------ 29-LF OF 8-IN PVC AT 0.87%
-----------------
------- -- SSMH-05 `� I I B2 L8 s'
R/W R/W \R/W R/ R/W W R/W R/W R/W R/W �� W R/W R/W R/W R/W
Cn
i
:. -
I � - - - - - - - - - - - - - - - - - �
\ 1 Or
- - - - - - � r- - -- - - - � - - - - - - � r- - - - - - - � r- - - - - - - - - \ II - - - - - - - - - - - - - - - - - -
—
I
\ I I I I I I I I 1 I I I I I I I EaL7-
I /
W
W 0 L - - - - - - -
I I I \ I I I I I I I I I I I I I I
B3L1 I I B3L2 \ I I B3L3 I I B3L4 — - - - - - - - - - - - - - - � �
B3 L5 I I B3L6 I I B3 L7 I I B3 L8 I I B3 L9 00
coo r - - - - - - -
1 I , J11
�
PP-05 AT LEFT
Concept I m prove me nts-Street A 0 20' 40' Concept Improvements-Driveway A 0 20' 40'
Horizontal Scale: 1" = 20' \ Horizontal Scale: 1" = 20'
2530 2530 2532 2532 CJ
Street A: Sta. 19+80 - 24+40 Driveway A: Sta. -0+20 - 1 +60 J
HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" := 20' J
VERTICAL SCALE: 1' = 2' w VERTICAL SCALE: 1" = 2'
II LU
2528 ¢ w 2528 2530 2530 = �•
LU =
p � U
+ � Q O N � O
U) N co N N
OD J O+ + N
2526 `� w a Q -i � 2526 2528 2528 ■
� � m La
Cn C/) CD N
lJ W +
PROPOSED GRADE AT CENTERLINE N o
-0.70% C ■
_ W N
m J
2524 _—_— ———— — -0.46% CD w 2524 2526 2526
cc--- ---- ---- ----- ------- -0.55%
2522 EXISTING GROUND AT CENTERLINE ————
— ____ ____ _ 2522 2524 2524 � Q
GRADE AT CENTERLINE
O
2520 2520 2522 ——————_———_ 2522 � °C
__-- — o
C:)
y w
E ISTING GROUND AT CENTERLINE p �
2518 2518 2520 2520 � Q
:01z o
CD LU
o w
l
2516 2516 2518 2518 Revisions 0
1.
2514 2514 2516 2516
2512 29-LF OF 8-IN PVC AT 0.87%
2512 2514 2514
336-LF OF 8-IN PVC AT 0.87% SSMH-05
SSMH-04 48-IN MH PER ISPWC SD-501
2510 48 I SMA: 23R 78.51ISPWC 27D-501.0'L STA: 23+99.99, 25.801E 2510 2512 2512
RIM: 2522.47±
RIM: 2522.56± IE IN: 2512.26, 8-IN PVC (E)
56-LF OF 8 IN PVC AT 0.60% O SUMP: 2511.81 IE OUT: 2512.16, 8-IN PVC (SW) $�pNAL E
IE IN: 2511.91, 8-IN PVC (NE) A �O\ST NG'r,,�,
IE OUT: 2511.81, 8-IN PVC (S) o �n
2508 SSMH-01 2508 2510 2510
48-IN MH PER ISPWC SD-501 SSMH-02 9 1
STA: 20+00.01,4.50'L 48-IN MH PER ISPWC SD-501 sT �o
RIM: 2524.76± STA: 20+56.08,4.501E J ATE OF 0
IE OUT: 2509.22, 8-IN PVC (N) RIM: 2524.31± �`soN DEN
5 IE IN: 2508.88, 8-IN PVC (N)
2506 2508 2508 07/02/2020
IE IN: 2508.88, 8-IN PVC (S)
a IE OUT: 2508.78, 8-IN PVC (W) Project No.: 119192
E
Date of Issuance: 07.02.2020
Project Milestone: AGENCY SUBMITTAL
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUNDELEVATION PROPOSED GRADE ELEVATION
2504 AT CENTERLINE FAT CENTERLINE 2504 2506 AT CENTERLINE FAT CENTERLINE 2506 Concept Improvements
E 00 L0 CO N ~ OO M CO co LO T LO M LO N O O 00 CS) 00 OR O CO O M N r O N 6) OR O W O W 00 O ~ co O co N LC� co Lf� CO O CO O Street A
I CD co N O O 00 T ti CO LO M N O CS) OO CO UC I` U') N O . co LI7
s V co co co co co co CO co N N N N N N N
� � � � � � � M M M M M M M M M M M N N N N N M M M M N N N
>1
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
`V UD LO Lf) LC) LC> Ln Lf) Ln Lf� Ln Lf) Ln Lf) Lf") LO Lf") LO LO LO LO LO Ln LC) Ln LC) Ln Lf) Ln LC) L, LC) L, LO LO LO LO LO LO LO LO LC� Ln LO Ln LO Ln Lf) LO Lf) U') Lf> Ln Lf> LC) LO LO LO LO LO L,
E N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CV N N N N N N N N N N
m E 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20
-- PP=04
CLM
Sheet Notes: Q =
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O
PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.
THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE
PROPOSED IMPROVEMENTS SHOULD BE EXPECTED.
/ � bUIV
CD
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
� ,
_V I I I I I I J I I ;�
, #To
w
20'EMERGENCY I I I I I I I I I
ACCESS PAVED V CD -IV I I I I I I I I
B2 L14 I I B2 L15 I I B2 L16 I I B2 L17 I B2 L18 I I B2 L19 I I B2 L20 I I B2 L21 I I B2 L22 I I B2 L23 I B2 L24 CL I B2 L25 I I B2 1_26� I I B2 L27 I I B2 L28 I I B2 L
I I I I I I I I I ' I I I I I I I I I I I I w IV I I I I
_V
CONNECT T EX STING Z
� �, I WATER ST B (B JET ERs> I I I I I
IV y I I
JR/-W
� � IVL- - - - - - - J L- - - - - - - J L_ � --- - � L - - - - - - J L- - - - - - - J L- - - - - - - J L- - - - - - - J L- - - - - - - J L - --- - - J L_ - - - - - - �.v L_ - - � - - J L- - - - - - - J L- - - - - - - J L- - -- - - - -
w w y� �/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ R/W R/W R/W R/W R R/W R/W R/W R/W R/W R/W R/W
i
i
HHHHHW
-------------------------- ----- -------------------------- ---------------------- -------------------------------------------- ------- ---------- ---------- ----- ------------------------------ ---- ------ ---- ------------------------------------------------------------------------------------- o
i STA: 26+22.04 (STEET B) i --
8"W &W 8"W 8"W 8"W 8"W R"tN 8" 8"W 8"W 8"W 8"W 8"W 8„W 8„W ''//
i STA:40+00 (STREET C) � I 0*c�0
125+00 26+00 g Street 8 m 28+00 0 29+00 SSMH-07 h �
_ o S75 07 44 E 553.74 ti
p p � p p (�J� � p �+ p p
8"SS Oii[+C ° 4iiC(� 811SS U"SS U"SS / U"SS M U"SS 8"SS U"SS I 8'SS U"SJ O"SS U"SS 1
U J 231U-LFJOF 8-IN PVC AT 0.87% U JJ SSMH-06 / 1 14^
S / � 6F � SSMH-08 �I
/ --------- ---------------------------------------------------- ------
7
O° / c� �� Q8 rt
o / R/W R/W�- R/W R/W R/W R/W /W R/W R/W R/W R/W R/W R/W R/W R R R
IL /W /W
a
' R J/ `� � � � J/IV Iv -IV V J/ � 1y
\ _V R�S� / IV y y FUTURE GRAVITY NV �
,V d
\ _V � // y NV � IRRIGATION y y IV __ y
_V , WASTE DITCH H \
y (SHOWN FOR \ y ci
V �B3 L10�S� _V /� IV � .� y INFORMATION \ J, 80
-IV IV ONLY) IV 00
IV \\ IV \ \ \ y 08-09�
� � \ \ \ 5
63L9 A \ A / \\ c� � � � � �� �\ \ \ \ \ _V
\ IV \ A cn �V IV A \ \ \ �� o
Z0 IVIV
I ' \ B3L11 \ � � � 1 d \ � ' � � � / \ \ \ \ \_-- - � \ y
IV
B4 L4 / \ \ \ \ \ \ \ \ I
G \
IV
IV CA IV
PP-07 PP-06
Concept I m prove me nts-Street V 0 20' 40'
Horizontal Scale: 1" = 20' CJ
MIJ
2530 Street B: Sta. 24+40 - 30+40 2530
HORIZONTAL SCALE: 1" = 20' �+
VERTICAL SCALE: 111 = 2' _ C•
2528 2528
II y
M � ■�
2526 Q N 2526LO
■
O O m N ■�
o + + ° w 0.86%
U') O O N
N LC� ————
Ln r ¢ J
——————————————————————— —
2524 "' T � Cn w PROPOSED GRADE ATCENTERLINE —— 2524 y
N —— cc
(j N _
0o -i 0.55%
c3LL -------- ———— —
0.55/°
2522 ——— ———— --- ----- 2522
Q
0
2520 2520
� � o
�■■r 2 Q
y wCD
o —
:�Ei =
-) <
27-LF OF B-IN PVC AT 0.82% z
2518 1518 _
zl-
93-LF OF 8-IN PVC AT 0.83% SSMH-07 Revisions
2516 3 48-IN MH PER ISPWC SD-501 2516 1'
STA: 30+11.52, 6.00'R
4 RIM: 2525.17±
SUMP: 2517.64
IE IN: 2517.74, 8-IN PVC (SE)
IE OUT: 2517.64, 8-IN PVC (W) 2514
2514
231-LF OF 8-IN PVC AT 0.87%
SSMH-06
48-IN MH PER ISPWC SD-501
STA: 26+18.92, 6.00'R
2512 RIM: 2522.61± 2512
IE IN: 2514.37, 8-IN PVC (E)
IE IN: 2514.79, 8-IN PVC (S)
IE OUT: 2514.27, 8-IN PVC (W)
2510 2510
ZONAL EN
o� t;\ST
09 1
2508 2508 OF
J�SoN DhTS
07/02/2020
2506 2506 Project No.: 119192
E
Date of Issuance: 07.02.2020
Project Milestone: AGENCY SUBMITTAL
Concept Improvements
71
M EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Street B
AT CENTERLINE AT CENTERLINE 2504
---------------
s 2504
E> O O O Ln N N O Cl? O CV M tD O Ln (0 M (0 O I� O 00 O O O N CV M O Ln N CO M M 00 Ln CV O O) co co M
co Nco LO GO I— 00 O O N M LC) tD 00 O O coGD 00 O M LO
` - N N N T N T N N N N N N N N N rco CO co r r
N N N N N N N N N N N N M M M M M M M M M V LC) LC) L6 LC)
' N N GV N N N N N N N N N N N N N N N N N N N N N N N N N N N N
t lf) N N N N N N N N N N N N N N N N N N N N N lf) N N N N N N N N N N
o,E N � N L N � N N � N � N N � N CQ N CQ N CQ N � N � N � N � N � N � N � N CQ N N C N CQ N � N � LO N � CV � N � N � N � N � N � PP=05
N NN N N N N N N N N N N N N N N N N N N N N N N N N N N
LL o 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40
0
Sheet Notes: Q =
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O
PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.
THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE
PROPOSED IMPROVEMENTS SHOULD BE EXPECTED.
PP-08
PP-01; B2 L27
o
co
I B4 L7 / / / / / / B2 L28
LO
--- =
/ / / B2 L29 /
ANE
� -o — _ — _ � B2L25 � � � / / / B2L30 /
--- - �— — — �° � - (— / / J /
- � -- -- - - -- - -- - - R/W
o I \ \
0 4L8 / \� �� � / \R/W
l l l
C o I l � � J Lo str 8"PV � � J l
SMH-13 i i I / \ Street g R/W l
—— — —— — — —
J / i
— \ - - -7 - - - — — —— — — — — —
/ 8„SS y\ \\
v og / �2 L26 / / o.,
o (s \ \ % SSMH 07
rri B3L 8 \ � ; � � / / Street 8ss OKO -- -
R , .� , �' , \ �R11 ,� Driveway C
5 / R/W A� B2 L3Y
x SSMH-09� - - --- \ ` QtiZ �� i + i l q� SSMH-08
+03-05
STA:31+67.24 (STREET E) \\ `� SSMH-07 i /
= 8S I
STA:45+99.84 (STREET D) \ I R/W� ; off' i / B2 L27 / / , r — — — — — — — 1 LU i r
m g„ss I �s �P� I I
/ I I I .l, a� I /
244-LF 0 / I \\
O � CO��k _ — G' 8"SS -IN PVC AT 0.89% I --------- ------------ �QJ
CID
— Street E
co N ----o��� II / I I I y 8"ss / I I
I I
g i - -2528- - -- - - - /� I 1
S05°53'03" , � � � / I I I � , I
rn -- ------ -__ _ 8"W c� o I W 242.20' 1 — -cr m CIO I
� m
L0
-------_ / 131+00
R -- ------ - ---11------ --------'w /� 8„W / CO SSMH-08/ / \\ �� I I 09 08 ££ i I B2 L32 I
i I I R/W R/W - -___ 8„W / / I I B4 L8 I �1r - i �r25 I
i I
/ / 1 �o I �— — ��R/W ----- -------_ o' / B2 L28
oRAW -------- 9�0 i _+
��R/W� W / I IRR I _ - - - - - - _ — _ I
M
O I \ � R/W
� / I GIRR ,GiRF�� i — — — � - - - - - J
M' q EG f� I I — _ I I p /� / / / I � � `�' `�' �/R M/8,Lb r - - _ _ — _ —
� Il � I�� AT LEFT
AT RIGHT
Concept I m prove me nts-Street E 0 20' 40' Concept Improvements=Driveway C 0 20' 40'
Horizontal Scale: 1" = 20' Horizontal Scale: 1" = 20' Q
2534 2534 2532 2532
Street E: Sta. 30+00 - 33+00 Driveway C: Sta. -0+20 - 1 +40 J
HORIZONTA SCALE: 1" := 20' HORIZONTAL SCALE: 1" := 20'
VERTICAL GALE: 1' = 2' VERTICAL SCALE: 1" = 2' C.
2532 2532 2530 2530 =
■� 0
y
M ll ■�
wo
LU
2530 N N cc LU 2530 2528 2528 ■�
co
ti Cn W
N N N PROPOSED GRADE AT CENTERLINE ■
rw cflo �
+ + LO
/___ M v N
2528 _ —— ——————— —' J 2528 2526 2526
-0.88% _-----
___ ____ -_-- a
2526 -0 88% 2526 2524 2524 IIIIII�
EXISTI G GROUND AT CENTERLINE ■— Q
PROPOSED GRADE AT CENTERLIN \ \— ——,— — — — 0
2524 2524 2522 2522 cc c o 0
EXISTING GROUND AT CENTE LINE
2i =
y w ¢
o �
� Q
2522 2522 2520 2520 = ' z CD
=
_ CD LU
o w
COD 5- 2E
Revisions
2520 2520 2518 2518 1.
244-LF OF 8-IN PVC AT 0.89%
SSMH-09
48-IN MH PER ISPWC SD-501
STA: 32+92.49,6.00'R 27-LF OF 8-IN PVC AT 0.82% 2518 2516 2516
2518 RIM: 2527.66±
IE OUT:2520.22,8-IN PVC (N)
SSMH-08
48-IN MH PER ISPWC SD-501 SSMH-07
2516 STA: 30+47.54, 5.51'R 48-IN MH PER ISPWC SD-501 2516 2514 2514
RIM: 2525.49± STA: 30+11.52, 6.00'R
SUMP: 2517.96 RIM: 2525.17±
IE IN: 2518.06, 8-IN PVC SUMP: 2517.64
IE OUT: 2517.96, 8-IN PVC (NW) IE IN: 2517.74, 8-IN PVC (SE)
IE OUT: 2517.64, 8-IN PVC (W) 2514 2512 2512
2514
$ZONAL G'
0\ST 1,,�,
2512 2512 2510 2510 09 1
sT o
fgTEOF0D
�S�N DEN
07/02/2020
2510 2510 2508 2508 Project No.: 119192
Date of Issuance: 07.02.2020
E
Project Milestone: AGENCY SUBMITTAL
EXISTING GROUNDELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Concept Improvements
AT CENTERLINE FAT CENTERLINE Street E
AT CENTERLINE AT CENTERLINE 2508 2506 2506
E - 2508
g _
CT ti O co co M N Lf') I� O M CO C}� LO LO LO
CSC co O r N co CSC I� ti M C0 00 r- Cc CXJ co M O r r
E a LO N O M I� Ln M N O 00 f� LO M r Z � M r � M LS7
ti 00 00 C10 00 00 ti ti CD LCJ LCJ LO LO f ti ti C9 C9 CD C9 C9 C9 Li7 L6 L6 Lf) LiJ LC� LS7 LS7 CO CO CO
N N N N N N N N N N N N N N N N N N N N N
,O N ,O N ,O N LO N ,O N ,O N ,n N ,n N ,n N ,n N LO N LC) N LC) N LO N LO N ,O N ,n N ,n N ,n N LfJ N LfJ N
.E€ N '� N N '\ N LO N '"n N '"n N LfJ N CIQ N C\J N C\J N C\J N C\J N C\J N LfJ N '"n N 11 N 'Q N '� N 11 N C"i N C"i
-- N N N N N N N N N N N N N N N N N N N N N PP=06
-o
33+00 32+80 32+60 32+40 32+20 32+00 31+80 31+60 31+40 31+20 31+00 30+80 30+60 30+40 30+20 30+00 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
CLM
Sheet Notes: Q =
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O
PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.
THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE
PROPOSED IMPROVEMENTS SHOULD BE EXPECTED.
7I�
PP-05
li � I I I I � I I I I I I I I � I I � •� � �� f
� � \
I I ° \ \ ;,f ,#To
I I I I I I I II I I I I I I I I I I I I I \
I I I I I I I I \ I � J I
I I I I I I I I A I I 1/
I I I I I1 II II II II II I �3 L18 B3 L17� I I \12 B3 L16 B3 L15 B3 L14 B3 L13 B3 L12 B3 L11 I 1 \
/I
I I I I I I I 11 I I I I I \ I I I I I I I I I \I I /
C
�3 L18 I I B3 L17 I I � 3 L1612 I I B3 L15 I I B3 L14 I I I I I I A I I I I I I I I I I I I I
I I I I I
I
L--I-- - - - - _J i r
I
� � I
I I I v v I I I I I 2 / / I
L - - - � - - - J L - - - - - - - J L — — — — — — —
L - - - - - - - J L - - - - - - - �°J \ R/W R R/W /W R/W R/W R/W R/W; R/W o
\ x N \ a
I 62
\ , 1Driveway B ,--- ---------------------
N
\ 0+72.64 B3 L19 a \ ,-SSMH-11 I --- -- - -
� 0+00 SSMH-06
208-LF OF 8-IN PVC AT 0.83% I
\ ��' I 8 SS m 8 SS �+} 8"SS o 8"SS 8"SS / STA: 26+22.04 (STEET B) T
R/W R/ R/W /1 — —oc—� _m �— Street f► — S00 3442 W 191.44 , I � � �� `
x ,; A o\o 66��i— — —1 4- I + STA: 40+00 (STREET C) A
1 1 Driveway B ------ --- P, - /
-- --- -- --- -- II �p�/ 42+00 M 41+00 I i 40+00
\ SSMH-11
0+72.64 B3L19 � 0+00 - - - - - - - - - - - - - - - - - � �c,Q�G 8W 8W
�� ..per 8"W 8„W o
I °SSMH-11A p
, � �--------------- 81
B2 L18{
y I pip\o 42+00 I B3 L20 I \ R/W R/W R/W R RAN
R�77
\
bhp ---- ------- I/ -- - --- - --- - - - - - - - �
SSMH-11 A �'
x � � \\� /
B3 L20 I /
R/W I r- - - - - - - - r-- - - - - - - - � - - - - - - � \ i
oo I I I I I I \ / �' /
8� - - - - - - - - - - - - - - - - �
00
I I I I I I \ Cr r- - i
/
I \\ B2 L19
_ I /
x - I j � - - - - - - - I B3L21Cn I CA
r- - -- - - - - - - - - - - -
I I I I I i I B4 L1 I I B4 L2 I I B4 L3 I \ o
Ico �
F I I I F
00
— _ I I I I I I N
B3 L21 IANN I t co do I I I I I 47,
y - - - - - - - - - - - - - -
i
I I B4 L1
PP-08 I � I I I �
co B2 L20
I
� I ,
PP-08 PP-05
\ \ Concept Improvements-Driveway B 0 20' 40' Concept I m prove me nts-Street C 0 20' 40'
\ \ Horizontal Scale: 1" = 20' \ Horizontal Scale: 1" = 20'
CJ
2532 2532 2532 2532 J
Driveway B: Sta. -0+20 - 1 +00 Street C: S a. 40+00 - 42+60 MIJ
HORIZONTAL SCALE: 1" = 20' HORIZONTA SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2' VERTICAL CALE: 1" = 2 06ON
2530 2530 2530 2530 =
0
y ANN
■— ca
2528 2528 2528 2528
EXISTING GROUND AT CENTERLINE 0
2526 2526 2526 2526
O
y !c
M
M O+ ti
r M
—— EXISTING GROUND AT CENTERLINE � i N N =CD
a
J
2524 — 2524 2524 ——__ — N w2524
---------- 0.60°r° -- --__ CDw �■■�
PROPOSED GRADE AT CENTERLINE
PROPOSED GRADE AT CENTERLINE -1.50°/ rr
rr
2522 2522 2522 2522 o
2 Q
,C y w
o —
2520 2520 2520 2520 = : z o
_ LOLU
o w
l-
Revisions
2518 2518 2518 2518
1.
O41-LF ON V- PC AT 0.8 °
3/
2516 2516 2516
208-LF OF 8-IN PVC AT 0.83% 2516
SSMH-11A
48-IN MH PER ISPWC SD-501 SSMH-11
STA:42+44.61, 10.091R 48-IN MH PER ISPWC SD-501
RIM: 2523.82± STA:42+09.78, 8.921R O
2514 2514 2514
IEIN: 2517.05, 8-IN PVC (E) RIM: 2523.63± 2514
IE OUT: 2516.95, 8-IN PVC (NW) IE IN: 2516.61, 8-IN PVC (SE)
IE OUT: 2516.51, 8-IN PVC (N)
SSMH-06
48-IN MH PER ISPWC SD-501
STA:40+05.05, 4.50111
2512 2512 2512 2522.61 2512
SUMP: 2514.27
IE IN: 2514.37, 8-IN PVC (E) $ZONAL ENG
IE IN: 2514.79, 8-IN PVC (S)
IE OUT: 2514.27, 8-IN PVC (W)
2510 2510 2510 2510 09 1
J�TEOF �OP
�SoN DE14
07/02/2020
2508 2508 2508 2508
3 Project No.: 119192
E
Date of Issuance: 07.02.2020
Project Milestone: AGENCY SUBMITTAL
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Concept Improvements
m a AT CENTERLINE ATCENTERLINE
AT CENTERLINE AT CENTERLINE 2506 Street C
E o 2506 F2506 2506
CD N O co ti I R � M N O O ti co O)
coLO co
r T c0 T O O o0 ti � M N T r O W (.4 00
� co M M co M M M co M N N N N
m E N N N N M N N M N M N M N M N M N M N M N M N N N N N N N N N N
n N n N ,n N LO N N n N n N �n N N �n N �n N �n N N ,� N N N n N N
LO N 11") N N NLO N N N 11") N LS") N 11") N N 11") N 11") N LS") N 11") N 11")
N N N N N N CV N N N N N N N N N N N
E r
1+00 0+80 0+60 0+40 0+20 0+00 -0+20 42+60 42+40 42+20 42+00 41+80 41+60 41+40 41+20 41+00 40+80 40+60 40+40 40+20 40+00 PP O
CLM
Sheet Notes: Q =
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O
PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.
THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE
PROPOSED IMPROVEMENTS SHOULD BE EXPECTED.
MMJ
rof4
PP-07 PP-06
64 L2 I I I I I I I I I I I v I
93 L13 I I rl) I - I _a" I I I I I I I I i ;,fo,
L - - - - - - - - - - - - - - ---
y� I
5C.0 I i�:
d EG O8-D8 £E O° 5 `!r — — - EG
E
-t-`1�G
I I I I 80
I — f
— — — — — — — —
/`1' `V `/ I B4 L5 I I B L6 I B4 L7— —I I B4 L8 1' —� �5 I
M/�I Lti I I w cD
00
o I
B4 Li / cn I I o
I
I o
I m I _+ �
I
IR GIRR I IRR GIRR I �— — — — — M
3 L14 cc i cn � I — / I —t— I I � GIRR—
/ " I
00 0 / W•lr I , , Lb
L - - - - - - -- - - - - - - - - -
/ J — I J, I
U) I c� EG EG ----------I I 00
m
- - - - - - - - � ---- it]
- -J L - - -�— ° - - --- - L i —
o
/ - - - - - c
CD 70,
N i o LL
- - - - - - / rn
I
R/W \Jlf "r, a'
R/W R/W R/W R/W --RW- R/VU
CJ
3 L15 I SSMH-11 �� rAl
/---- rn
--------------------------
d. A -- ---- - - /
---- -------------'
8 W �� 8 W 8 ----- 8"W--------------- -------------- ------ - - � — -
Lo
8 W 8 W �"W-- 811W ��
oo
Street-D ` /
J o °P1,o _ —I 43+0 _ �+ — �T — 44+00 — w — —I + 45+00 S89°19'40"E 337.79'- /
/ — — — — '_ -1 Z8
/
O+ \ 8"SS suss aMj 8"S $"SS 8"SS 8u
SSMH 11A 302-LF OF 8-IN PVC AT 0. \ / S SMH-�i / I
0
83/°
� N
/ ----
----------------------------------------- / / STA.31+67.24 (STREET E) I
-- --- -----
-STA:45+99.84 (STREET D)
_ I
3 L16/// i R/W R R/W R/W R/W R/W R/W R/W , R R RW R I R/W RAW CIO
) II
I•lr w \ I
--- - - - - - I / �
m I / / -'� FBI
F - - - - - - - - - - - - - - I
J'
I I I I I r I ICr
I I I I I I I I IC5h -'I10
I `� III II II II II II II
iI
`°L17 B3 L19 EG Ef
� � 4 �
t ° �
B3 L20 B3 L21 B3 L22 I � I -0 8-0I8I ,££I I B3 L23 B3L 4
— — — — — — — — J ti B3L25 L26 B3 7 B3 L28 JI
' 5 - -
w
I � I I II I II � � I I I cc c
oy� I I F II I I
� wa,Lti I
##### PP-06
Concept Improvements-Street D 0 20' 40'
Horizontal Scale: 1" = 20'
2534 2534 CJ
Street D: Sta. 42+40 - 46+20 �
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2532 2532 = C.
CD
ANN
■�
2530 2530 ■y CM
CIR
CIR ■
00 +
D �r
� co
+ N
iQ GV Cn N
2528 6 = N 2528
= J CDw y
cc
2.00°�°
2526 — --__ --- ----- ---- 2526 Q
PROPOSED GRADE AT CENTERLINE � — —
0.60%
O
2524 �--` �------- 2524 °C
EXISTING GROUND AT CENTERLINE 0
CD LU
2522 2522 Q
z o
CD LU
O w
CD
CJ
2520 2520 Revisions Q
1.
302-LF OF 8-IN PVC AT 0.83%
SSMH-13
2518 48-IN MH PER ISPWC SD-501 2518
STA:45+43.16, 6.001R
RIM: 2525.65±
IE OUT: 2519.55, 8-IN PVC (W)
2516 2516
SSMH-11 A
48-IN MH PER ISPWC SD-501
STA:42+44.61, 10.091R
RIM: 2523.82±
2514 IE IN: 2517.05, 8-IN PVC (E) 2514
IE OUT: 2516.95, 8-IN PVC (NW)
�oNAL
o� o\ST
2512 2512
09 1
J ATE OF 0P
2510 2510 �SoN DEN
o7io2/2o2o
3 Project No.: 119192
Date of Issuance: 07.02.2020
E
EXISTING GROUND ELEVATION FPROPOSED GRADE ELEVATION Project Milestone: AGENCY SUBMITTAL
AT CENTERLINE AT CENTERLINE 2508 Concept Improvements
2508
LO M M Ln M M Ln M M � I- M Street D
E CT m O CV M C'7 Lq LC) r` CD Cp � aT (7� C7 O M N co L-q "T; � co I- CT OO C7 M
co T LC) L!7 T LC) LC) LC) U-) LC) LC) CD
M LC) LC) LC) LC) L!7 LC) LC) LC) LC)
g o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
LC) ll") LC) Lf") LC) Lf") LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC)
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
�E
.E 42+40 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 45+40 45+60 45+80 46+00 46+20
o
PP=08
if-
Oil
Sheet Notes: Q =
1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O
PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.
THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE
PROPOSED IMPROVEMENTS SHOULD BE EXPECTED.
MMJ
of4
2
\ `\ \\ \ 11 lI/l �lll l/�/�lil� ,,c �
co
Co
X ( / ///////"
�o M R /
IRR
x - - - - - - -
- - - - - - - - - - - - - - - - - - - -
- - - - -
I I /
EXISTING NOBLE 1 - - - - - - - - - - - / \ � - - - - - - - - - - - - - - - - - - - -
_ _
_�—�_ � � ' - _ - - LATERAL TO - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - -�
SEMAM-- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - -
Ri
GIRR GIRR GIRR IRR UHIO aalJ � �IIiIJ �14iIJ �i4iIJ � ��10 �a10 �a10 - - J i p,'�� ` Ualg flR �
RWM _ _ 00
— R/W — — fi/IIV — — R/W - - - R/W fifllV- - 1W - - - - - -
R/W R/IN �3 I �- RAAL— --R/W R/W - - - -\R1JN- - - "/W - - - - - - -SDD GD - - D O X X RNV X-� /W X X R X
T - - - - - - -_- - - - - - - - _ - - - - V.
_ - - - - - - _ _- - - - - - - - I - - - - P- - - _ Q -�'m _ - OH OHP OHf
T —
EG EG OHPc - - - — — — — — a� 4,0 \ l -
EP EP d E E - - EG EP -Ef - , EG EP -EGA m EG o - -EG - - U=G- -E E G EG EG / I ----- ------
EP o - - - EG EG EG
Gp EG
----- ------------------ ------- EP P EP EP �, EP MEN- - EP - EP - EP P EP EP1
0+00 i -o 30"SS 30"SS 30':SS z " 30"SS 30"SS „
-o \ 1+00 �� SAWCUT LINE 2+00 N 3+00 130 SS ' 30 SS 4+00 I 4 26.94 30 SS 30"SS
12"W 12"W 12"W 12"W2 12'W
2� N McDermott Rd12"W _ _ — �
_ _ �p ' _ I 2525-
EP EG EP -Z�G �R - - - - - - - - - - - - - - - - - - - � - - - EL'- �_� - _ EP= ==-EP � � E€� �� I - - � EP E
��I R \ \-EG \ - - - -ECs�\ - EG �G � G\ - - �G - — EG- — � — -{� _ \EG— \\\ \\\\ #2"W I m EG- - --E-G- - - EG EG - - -
02 EP EP
d Cn Cn ce X X X X X X X X X X X X X X X X X X X X X X X X X X X X X iK X X X
I I�\���\I l EP I I
I I I I I I
I III III I I �
I IIII II —
II IIII III II \\
I IIII III I \l
Concept ImprovementsmN McDermott Road 0 20' 40'
Horizontal Scale: 1" = 20'
CL
■1
O
■� O
2536 2536 ■y
McDermott Road: Sta. -.0+20 - 4+ 0
CZ
HORIZONTAL SCALE: 1" = 20' ■�
VERTICAL SCALE: 1" = 2' ■�
2534 — 2534
I.
y �
2532 - 2532cm
Q
CD
2530 ————____ ___ 2530
--- --_ EXISTING GROUND AT ENTERLINE
�CD CD--_- y w o
- o -
2528 =_ ___ 2528 Q
o
o
EXISTING GROUND AT S0 CUT LINE - -- -- - 2E
2526 ---- _ --___ 2526
Revisions
1.
2524 2524
2522 2522
EXISTING GROUN ELEVATION EXISTING GR UND ELEVATION
2520 AT CENTERLINE AT SAWCUT LINE 2520
I I— c0 O co LCJ cc I` � N � a) LO � O LCJ co I
LfJ M 0� CO CJ O r� C? 0� LfJ N M LfJ co N O Cn I� co LCJ
d7 C.O � 00 LO I� M d� LO N O d� I` CD C.O
O O T O O O O T O 00 00 T 1` ti ti co _0 CD Cc C0 LO LO Uf LCs
co co O co O N O N O N O N O N O N O N ~ N ~ N O N O N O N O N LfJ N N N LfJ N N
M LO M N ,� N ,� N ,� N ,� N ,� N ,� N ,� N N ,� N ,� N N ,� N ,� N ,� N ,� N ,� N ,O LO
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
�ONAL Lvy'jV
G
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60
09 1
sT o
f�TEOF \OP�
DEN
07/02/2020
3 Project No.: 119192
Date of Issuance: 07.02.2020
E
Project Milestone: AGENCY SUBMITTAL
Concept Improvements
E o N McDermott Road
g -
E
�E�
PP=09
CLM
WZO
= ate
PLANT SCHEDULE Landscape Notes.
TREES BOTANICAL/COMMON NAME SIZE CONTAINER 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR
AA ACER FREEMANII 'AUTUMN BLAZE' /AUTUMN BLAZE MAPLE 2"CAL. B&B PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK.
AE ACER PLATANOIDES 'EMERALD QUEEN' /EMERALD QUEEN MAPLE 2"CAL. B&B 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED.
3. NEW TREE PLANTING, SEE DETAILS SHEET LP-01. CONTRACTOR SHALL STAKE ALL TREES DEEMED ,�`,
GS GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. /����
MS2 MALUS X 'SPRING SNOW /SPRING SNOW CRAB APPLE 2"CAL. B&B CONTRACTOR'S OPTION.
To
PB PLATANUS X ACERIFOLIA 'BLOODGOOD' /LONDON PLANE TREE 3"CAL. B&B 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND
SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION.
PC PICEA PUNGENS/COLORADO SPRUCE 8' HT. B&B 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL(1"MINUS) BARK CHIPS.
PF PICEA PUNGENS 'FAT ALBERT' /COLORADO SPRUCE 8' HT. B&B 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE
PO PINUS NIGRA 'OREGON GREEN' /OREGON GREEN PINE 8' HT. B&B OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY
CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER.
TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 3"CAL. B&B 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE
WITH SITE GRADING PLAN.
Legend. 8. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A
RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL
ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN
TURF SOD — o o — 6'OPEN STYLE METAL FENCE PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY
&TAN VINYL FENCE, MATCH EXISTING VOLUME.
CLOSED VISION FENCING. 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM' PLANTING TABLETS. QUANTITY PER
MANUFACTURER'S RECOMMENDATIONS.
ASPHALT PATHWAY &HIGH NOISE ATTENUATION FENCE. 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF
SEE DETAIL 4/LP-2 TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"
BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS,AND 1/2" IN LAWN AREAS.
11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO
PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A
RETAIN AND PROTECT REMOVE AND DISPOSE OF LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED
EXISTING TREE, INSTALL EXISTING TREE, GRIND SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL
PROTECTIVE FENCE AROUND x STUMP 18"BELOW EXISTING DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER:A)
TREE. GRADE MIN. PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS
APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES
Keynotes. CALLOUT NUMBERS COORDINATED ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER
TO NUMBERED NOTES BELOW. EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH.
1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS
2. END FENCING, SEE LEGEND FOR FENCING TYPE. FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS,
3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 5/LP-2. BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES
IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH.
13. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS
Project Calculations TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES
/ ✓ // _ A. RESIDENTIAL SUBDIVISION TREES: 29 TREES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES.
WEST ACHIEVEMENT ST: LF 105,TREES PROVIDED-6
14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE
FUTURE: N. GLASSFORD WAY: LF 443,TREE PROVIDED-13 OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH
B. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 1.55 ACRES. (67,648 SQ FT) ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES.
C. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 11% (MINIMUM 10%)
D. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 65 PROVIDED (10 REQUIRED)
\ \ \ \ - - _ (1 PER 1,147 SQ. FT.) (MINIMUM 1 PER 8,000 SQ.FT.) ACHD Landscape Plan Notes.
_
E. MCFADDEN DRAIN UNIMPROVED IRRIGATION EASEMENT OPEN SPACE: 1.90 ACRES. (83,018 SQ FT)
10
F. MITIGATION FOR REMOVAL OF EXISTING TREES: 215 CALIPER INCHES
1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES,
G. EASTERN FUTURE ROADWAY LANDSCAPE BUFFER TREES: 12 REQUIRED, 19 PROVIDED.� i / / ' �•1V�// /_--\ \ � �FlQ/ � �\ \� � � �\ \ \ � \ \ � \ \ STRUCTURES,OR FACILITIES.
/ Tree
2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE
MitigationCalculations INSTALLED, SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE
000
-/ _ <_\ �� / _ \ \ \ \ \ \ \ \ r.nnicTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM.
1 MITIGATION FOR REMOVAL OF EXISTING TREE 215 CALIPER INCHES
- TREE 10 TOTAL CALIPER INCHES)
2. ADDITIONAL TREES PROVIDED: 55, 2 INCH CALIPER S (1 S)
ADDITIONAL TIONAL UP-SIZING OF REQUIRED LANDSCAPE:
.1. EVERGREEN TREES: 6-FT MINIMUM HEIGHT REQUIRED, 19 TREES UP-SIZED TO 8-FT HEIGHT
/
\ \ \ \\\ \\\ \ \ \
E < \ \ \ \ \ \ \\ 3.1.• COLORADO SPRUCE
E 3.1.• COLORADO SPRUCE FAT ALBERT'
2520 EG C___
3.1.• OREGON GREEN PINE
\ \ \ \ \\ \ \ \ \ \ \ \
EG \ \ \ , \\ \\\ \��\ \ \ \_ \ 3.2. DECIDUOUS TREES: 2-INCH CALIPER REQUIRED, 10 TREES UP-SIZED TO 3-INCH CALIPERS
/�'/// / / / I / ♦ ♦ 2 I EG 3.2.• LONDON PLANE TREE
3.2.• GREENSPIRE LITTLELEAF LINDEN
. E
//// I ♦ ♦ 4 ♦ ♦ ♦ G +
/ / • ♦ / GLU
LLI
\ \ \\\ \\ \\\ \ \
♦ .`.`♦ . ♦ / / / \EGUJ
A
LJ
LU
LU
EG
y ♦ ♦ ♦ / / \\\\\\ \\ \� \\\\ LO O
2 v vv v vv
\ \ \ \\
Driveway A \ \ ecc
\ \ y
♦ . ♦ ♦ G
LU
-----
EG
♦ G
♦ . ♦ T
♦ ♦ ♦ ♦ ♦ ♦
GS
EG♦ ♦
♦
♦'
cc
I `♦` 2522 Stree d I v _
♦ ♦
♦
wl ``• -- -- '♦ .`♦ ♦'♦`♦'♦'. .`♦' '♦ .`♦' -,(6 MS2 ♦ ♦ ♦ ♦
-- -- -- ,(5) GS '22 / / (3) PEG
O \\ �-%/ ) Imime
C31- 2
♦ / "�� i
♦ ♦ - x A vCD
♦'
LU
n ♦
.
♦
♦ • _ _ •2 ♦ CD
7, iR CD
• ♦ • � 2
• �I �G�� O
LU
♦ ♦ ♦ ♦ ♦ \
i (7) PC _ 3 E C-D
CMN (7)AA v ' (6) PF�S�� v�E� I w 10 � w cc
♦ ♦ ♦ Q
L I v
LU
.� I O
ANNa� II 1 Q
-- -- -- -r --co — -- -- . . z
ANN ` I �
�..+ CD 0
O ♦ ♦ a I oC
O w
♦ i ♦ I I I ♦ 1 �`♦ ♦ `., W I I = w
L6 CA ♦ C, a p
y . .�.�.`±�.`. .'.`♦'.� . . .f.� 2 I T 1.. I I w I I
♦ ♦ . ♦ . ♦ . ♦ '. ♦ I Revisions
- -- -- --
1
♦� f 0
--� . . ♦ . ♦ ♦ I III w'
♦� M i I �.�♦ ♦�.� ♦� I / ♦'♦` ♦' 12525-� II W
C'S /
.� ♦ I W
II I I I I I
� W
♦
I
♦ ♦ ♦ ��CA
-J cs
W
ti r
♦ ♦
_ I ♦ I nAA1R —R _s R
` 0 3)TG �� GS (5 - 2524 1 2 / xx i •` `•` w I '
♦
♦ II X � / � x � N ♦ - �, W // I ILU
-- ,m _ — —Street D _ _ ,c Q -
♦ �,�
LU
I � ♦ �♦♦ .�.♦. ♦�♦� ♦♦.�. �♦♦ ♦♦♦ ��- --------------------------- -- 1 -- - --- 1 -- - // IX
1 3� Oo 0
. ♦ O
♦ _ _- /
•r r
"' I
al
- - - - - - - w
------------ -- -- - =- -- -- --� I I I I `.�. ♦ .�♦`.'�.•. (2) GS I I I wII—
I '♦`♦'♦ � '♦
(6)TG x / - I
'♦ ♦'. _
- xl x I x I 2,525 ♦ ♦� ♦'♦ ♦ ` '♦` ♦
_ I
� I ♦ � I � �
- - I I I I � �
II
W Achievement St , -2y2� ' ♦ . ♦ ` +: N - :� `�` 25 w, I ,I \��P�EOF/pgyU
`♦
LP 01
EG OO - I --�— ♦ `.' ` / r_ -_
LLI
- - - - - - - - - - —-------- ' I I I I ♦' �'.'♦ oc ; ; • / rJA
—1— -- -- -- I — I
I I - - (3) POCD
LU
-
♦ ♦ ♦ ♦ ♦ ♦' `♦♦. I II
� I
♦
/ III ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ I `252 I I I I • ♦ ♦ X ;
♦ ♦
♦ ♦
III_, ♦ ♦ ♦ ♦�. ♦ ♦�♦�.�. ♦ ♦ ♦�. I I I (3)AA I .`. ` - GIRR - - - - - - - "' R - GIR�i
GIR / / RR \ "o< x ANDSCAY�'
♦
� I '♦ ♦ ♦ ��`.'.'.`.'.`.'♦`.'.'.`♦'. ' I � � ♦�♦.` ♦.:♦` I I j ♦ 1 `,` - - - - — — — -
i GI
— — � — —��� � � I� � ► I I 07.02 aoao
- - ♦ ♦ .3 I
Project No.: 119192
x - • � a
Date of Issuance: 07.02.2020
2 2 1 a Iw
2 5 AE `'' Project Milestone: AGENCY SUBMITTAL
O I I `\ w
L T w Preliminary Plat
- o
T
E W ❑III Landscape Plan
- I II I � � � / III � � I
s
PreliminaryPlatmLandscape Plan 40 80
Horizontal Scale: 1" = 40' LP=01
W Z O
= ate
� ==J �
NOTES: NOTES:
)I
1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS
of4 RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO l
STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS;
YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE
2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED.
NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO "
INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION
4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR
STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO
GALVANIZED NAILS TO PREVENT SLIPPAGE. PREVENT SLIPPAGE. a
5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. RUBBER CINCH TIE
oa
6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE C�
ARCHITECT IMMEDIATELY. ARCHITECT IMMEDIATELY. d
2"x 2"x 8'CEDAR STAKE-DO NOT PENETRATE ROOTBALL. 2"x 2"x 8'CEDAR STAKE DO NOT PENETRATE ROOTBALL.
ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND.
SOIL LINE � SOIL LINE �
MULCH LAYER, KEEP MULCH 3"AWAY FROM MULCH LAYER, KEEP MULCH 3"AWAY FROM
TRUNK \ I TRUNK
UTILIZE SOIL/ROOT PROBE AROUND TRUNK T \ BACKFILL WITH SOIL PLANTING MIX. SEE UTILIZE SOIL/ROOT PROBE AROUND TRUNK T' BACKFILL WITH SOIL PLANTING MIX. SEE
(APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION.
HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE
POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE
REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP
REMOVE BURLAP, TWINE,AND WIRE BASKET FROM TOP
OF ROOTBALL, REMOVE ALL NAILS,TIES, AND PLASTIC \ \ \/ / %OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC \
FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \ \ \ / /\/ COMMERCIAL SLOW RELEASE FERTILIZER TABLETS COMMERCIAL SLOW RELEASE FERTILIZER TABLETS
VA/AA 'Y> �/AA FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO
WRAP THE ROOTBALL, IT SHALL BE COMPLETELY V/VA X V/VA/ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY
REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE \V/ REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE
VA/ A/AA/AA/AA/AA/AA/AA/AA/A A / /VA/� VA/VA/VA/VA/VA/VA/VA V� A V/VA/
LEFT ON THE BOTTOM OF THE ROOTBALL. \/ \\//\\//\\//\\//\\//\\//\\//\\//\\//\\/\\ / LEFT ON THE BOTTOM OF THE ROOTBALL. \�/j /j�/j�/j�/jam/jam/jam/jam/jam/jam//\ \
SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL
2x ROOTBALL DIAMETER
2x ROOTBALL DIAMETER
Deciduous Tree Planting 3x ROOTBALL DIAMETER Coniferous Tree Planting 3x ROOTBALL DIAMETER
1 Scale: NTS Scale: NTS
w
z
J
O
LOT OWNER_ USE EASEMENT -
6-FT HIGH NOISE
ATTENUATION FENCE
ON TOP OF BERM
Fall
8-FT A H LT PATH
1 CV
LOT BOUNDARY FENCE
1
■1
RESIDENTIAL LOTS
6' HT BERM McDERMOTT ROAD
(HWY 16) EASEMENT O O
50'LANDSCAPE BUFFER y
■� Cz
■
McDermott Rd (HWY 16) Landscape Buffer ■�
3 Scale: NTS Nome
W !c
r � a
s -k ■—
Q
CD
—
a 4 f _ _ P - - -_— C
CD
Cc
LU
Q
CODw
Revisions
�=t P1 .
IRS
� �•", 1• � ! � , I t � � Y L f , I
,� _ ..ar;'�• ' - :Mh• ..' ��i '} -- t b'PR .+1 �r .� � r .�.. - •~ - - � it
OF
+ u �YiEW T•Ad i
1 , .gyp. - - - � �� - ..rt - _ 'i�y3"-; .. � �✓� /� �
NDSCP, \\\\
07-02.2020
Project No.: 119192
Date of Issuance: 07.02.2020
Project Milestone: AGENCY SUBMITTAL
6' High Noise Attenuation Fence Open Play Supporting Imagery Preliminary Plat
4 E o Scale: NTS 5 Scale: NTS Landscape Details
9
m E
�E r
--_ LP=02