HomeMy WebLinkAboutPreliminary Plat Revised PRELIMINARY PLAT FOR FAIRVIEW AVENUE
i PINE 43 MIXED USE SUBDIVISIONk:�:, oLU
o R ®®
�J-V-B 1
I
LITTLE
T -zz zQ Ku
CREEK o o o M u; J-U-6 ENGINEERS, INC.
° " SITUATED IN THE SOUTH HALF OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 8, Y \\SUBDIVISION o o z o O1 m GEMTONE
N89 59 59 E
L12 196.68 �� s PlNE4 o m a� m CENTER
TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN z� 3 SUBDIVISION Z
j� DANBURY UNo2/s/�N Z � N
MERIDIAN IDAHO
FAIR e S SUPlNe4oN DOVE TAIL vJ J ( O
SUBDIVISIONco F eplVlS/
�TF l SUBDIVISION 0 � (\
° � 2025 w o
I � Block 4 ��� MAWS m AVE. - � � �
C) 30 Lot 29 C� ADDITION W " "t 0 O
i z SUBDIVISION Z V06
Lit T111 E.PINEAVENUE !� w •� N 2
28 Cz
Z Cn �
\ 27 C`9 R PARK E NOLA COMMONS •�
N00°13'49"W 2625 \ III 0 U -- -�1-- -- U N - U -- W/I �1 U U/ SUBDIVISION m
SUBDIVISION SUBDIVISION O
117.15' ' 24 _ W- W W-- � Jl IIrI � Cfl
Block 4 �'j0 \ a .0 a
PROJECT N
I �S8°3 Lot 6 23 S6 ° - LOCATION LASUBDMSIONIAL
N89°33'38"W 485.10
765�3V 22 21 3s59F
20 Qo°`oN vv F_ VICINITY MAP
18 \17 S82 22 39"E Q SCALE: 1 =1000
17 16 \ 151.74' S�ONAL
M 15 14 C1j� - - - C12- - C13 Sheet List
13 - --
LU 12 11 10 9 8 7 L15_ S89°33'55"E-354.0g E. STATE AVE Sheet 1 892
o N ���,/Block 2 4 m Number Sheet Title ��9r90 �o��
6 7 �ffo 12 13 fo / Lot 3 5PP-01 COVER AND PROJECT INFORMATION ?'� o
j z 3 Block 4 �<v�j PP-02 EXISTING CONDITIONS
0 4 5 Lot 1 PP-03 PROPOSED CONDITIONS-SITE DIMENSION PLAN
I z / PP-04 PROPOSED CONDITIONS-SITE DIMENSION PLAN
w
i Boot 22 PP-05 PROPOSED CONDITIONS-SITE DIMENSION PLAN = W z Cd o
Li
I o 0 < zF
PP-06 PUBLIC UTILITY PLAN 0� U) O Q O 6�
yj
2 I 1 PP-07 PUBLIC UTILITY PROFILES 0 w J Q
cD (/) U z m
o �i PP-08 PUBLIC UTILITY PROFILES o <E 01
o - � c� �
'07 08 PP-04 z �°54'57"F 84A 69 E. PINE AVE. L3 S89°53'43"W 457.78 CEN PP-09 PUBLIC UTILITY PROFILES ) IS z 0 } Q
- - - - _ � E z J Z
- - - - - - - L10- - - - - - - - - - N 1/4 Z � � a00c,
WEST PP-03 - - - - - - - PP-10 SEWER PROFILES a
° ---- O Q W � w cn
1/4 COR J N89°53'53"E444.45 PP-11 ZONING EXHIBIT � J � m Z � �S89 54'01"W
C1 -/ 181.39' w p
rn C2� IUi� L1 POINT OF BEGINNING PP-12 UNDERGROUND PARKING EXHIBIT o w m °C
wOOF � � Q
� � H U
r 0
Block 3 cn C3 o Block 1 Q � o w
w 3 Lot 2 L6 Lot 2 Z o z o o
C4 co OWNER/DEVELOPER W W, ~3: Q
o L�7 w DRB INVESTMENTS, LLC Q � o
z C5 0�0 _ 1157 N. SUMMERBROOK AVE STE 100 U) � J =
"' MERIDIAN, ID 83642 0° = a }
D = Z O
N89°54'44"W 657.39 �cp� � PHONE: (208)-375-6666 O U) Q U o
N
MATT BAKER
z p CO
BOUNDARY LEGEND z N � o w o ARCHITECT LANDSCAPE ARCHITECT
- SUBDIVISION BOUNDARY LINE co Il z Q ERSTAD ARCHITECTS RODNEY EVANS & PARTNERS
- - - I w 310 N. 5TH STREET 1450 W. BANNOCK STREET
- SECTION LINE 1 1LU z
= BOISE, ID 83702 BOISE, ID 83702
- - CENTER LINE 1 00 N N Q PHONE: (208) 331-9031 PHONE: (208) 514-3300
LO
� JOSHUA MOSER RODNEY EVANS
- RIGHT-OF-WAY LINE
N N
a - EXISTING PARCEL LINE g CD � z LAND SURVEYOR CIVIL ENGINEER z
_ - SECTION CORNER III TIMOTHY HARRIGAN, P.L.S. KEITH MOREE, P.E. O Z
N89°55'43"W 293.92 M N N89°55'42"W 507.60 J-U-B ENGINEERS J-U-B ENGINEERS0-1 i� 0- -0
0
- QUARTER-SECTION CORNER of 0 2760 W. EXCURSION LN. STE. 400 2760 W. EXCURSION LN. STE. 400
N MERIDIAN, ID 83642 MERIDIAN, ID 83642
O - PROPERTY CORNER > Q
PHONE: (208)-376-7330 PHONE: (208)-376-7330 _ 2
w - CALCULATED POINT SEWER & WATER: ROADWAYS pip
NOTES: LAND USE SUMMARY CITY OF MERIDIAN ADA COUNTY HIGHWAY DISTRICT Q LL
Curve Table 33 E. BROADWAY AVENUE 3775 ADAMS STREET ( ) Q Z
TOTAL AREA: 36.58 AC. MERIDIAN, ID. 83642 GARDEN CITY, ID. 83714
U) EXISTING PROPOSED Curve# Length Radius Delta Chord Bearing Chord Length 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM. TOTAL LOTS: 48 LOTS 1ii
LEGEND 2. ALL DRIVEWAYS PROPOSED IN THIS DEVELOPMENT ARE PRIVATE DRIVES AND SHALL BE PHONE : (208) 887-2211 PHONE : (208) 387-6100 ..
C1 19.70' 49.50' 22'48'18" S34°04'19"E 19.57' TOWNHOUSE LOTS: 30 LOTS U
Q - - SANITARY SEWER LINE s s CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR PRIVATE DRIVES COMMERCIAL-MF LOTS: 14 LOT z W
C2 58.05' 245.00' 13°34'30" S15°52'55"E 57.91' WITH A MINIMUM GRADIENT OF 0.40%. Q
o -R WATER LINE M► w- 3. LOTS 1 & 2, BLOCK 1, LOTS 1 & 2, BLOCK 2, LOTS 1 THRU 3, BLOCK 3, AND LOTS 1 THRU 5, 29, & 30, COMMON AREA LOTS: 4 LOTS POWER: IRRIGATION DISTRICT: 0
w C3 9.56' 98.00' 5°35'23" S06°17'59"E 9.56' 0
Q ----GIRR GRAVITY IRRIGATION PIPE O�iR BLOCK 4, ARE COMMERCIAL/MULTI-FAMILY LOTS. LOTS 6 THRU 13, BLOCK 2, AND LOTS 7 THRU 28, IDAHO POWER NAMPA MERIDIAN IRRIGATION DISTRICT w
co W ----PIRR C4 37.88' 110.00, 19°43'43" S13°22'09"E 37.69' BLOCK 4 ARE TOWNHOUSE RESIDENTIAL LOTS. LOTS 3, 4, & 5, BLOCK 2 AND LOT 6, BLOCK 4 ARE,It 1221 W. IDAHO STREET 1503 FIRST ST. SOUTH
z PRESSURE IRRIGATION LINE Pm COMMON AREA/OPEN SPACE LOTS TO BE MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION OR BOISE, ID. 83702 NAMPA, IDAHO 83651 X w Z
C5 36.63' 286.00' 7'20'17" s26°54'o9"E 36.60' MANAGMENT ENTITY.
�i - so so so- STORM DRAIN LINE -�-�-�- PHONE : (208) 388-2323 PHONE : (208)468-5711
o C6 114.34' 211.25' 31°00'46" S15°o3'55"E 112.95' 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT Q
- CENTERLINE - PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. co
N C7 210.83' 218.00' 55°24'38" S62°17'42"E 202.71'
a 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, � W
LOT LINE C8 83.94' 200.00' 24°02'51" S46°36'49"E 83.33' AND CABLE TELEVISION. PRESSURE IRRIGATION: IRRIGATION DISTRICT: W O
w 6" VERTICAL CURB & GUTTER C9 84.24' 280.00' 17°14'18" S50°01'05"E 83.92 6. A PRESSURIZED IRRIGATION SYSTEM SHALL BE CONSTRUCTED TO THE CITY OF MERIDIAN PINE 43 WATER ASSOCIATION SETTLERS IRRIGATION DISTRICT z
0 STANDARDS AND SHALL BE MAINTAINED AND OPERATED BY THE PROPERTY OWNER'S ASSOCIATION 1157 N. SUMMERBROOK AVE STE 100 1910 N. GARDEN ST. _ ()
a ROLLED CURB & GUTTER C10 118.55' 320.00' 21°13'33" S52°00'43"E 117.87' OR MANAGMENT ENTITY. MERIDIAN, ID 83642 BOISE, IDAHO 83706
w 5' SIDEWALK c11 386.52' 720.00' 30°45'29" S78°00'14"E 381.89' 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH PHONE: (208)-375-6666 PHONE : (208) 344-2471
2 STATES, "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL
o SEWER MANHOLE O C12 188.24' 980.00, 11'00'20" S87°52'49"E 187.95' BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE
> DITCH FLOW LINE C13 39.12' 220.00' 10'11'16" S84°28'17"E 39.07' SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN
o ONE (1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BOUNDARY
O IRRIGATION MANHOLE
o6 BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A Line Table Line Table CERTIFICATION
o STREET LIGHT NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
Line# Direction Length Line# Direction Length OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."
w TREE DECIDUOUS 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN.
U)U) = 0 TREE CONIFER L1 N44°49'58"W 28.15' L9 Noo°05'59"W 48.05' 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN.
J L2 N00°05'59"W 96.14' L10 N89°54'01"E 25.45'
10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PROTECTED AND MAINTAINED BY THE FILE : 10 2a-o66-PRE-PLAT
-----EP-----k EDGE OF PAVEMENT JUB PROJ.#:10-24-066
PROPERTY OWNER'S ASSOCIATION OR MANAGMENT ENTITY.
Y z L3 S00°05'59"E 48.04' L11 S89°35'35"E 22.99' DRAWN BY: ###
T w G 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON
GAS LINE
m U DESIGN BY: ###
L4 S00°05'59"E 48.05' L12 N44°53'03"E 28.23' THE PLAN. THESE LOTS SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER'S
0 X FENCE LINE CHECKED BY: ###
s ASSOCIATION OR MANAGMENT ENTITY.
a m L5 So9°05'4o"E 70.96' L13 s34°35'24"E 41.97' 12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF I ONE INCH
FIRE HYDRANT Y r 1
Q L6 S03°30'18"E 19.42' L14 S58°38'14"E 136.06' MERIDIAN STANDARDS IN EFFECT AT THE TIME OF DEVELOPMENT. AT FULL SIZE, IF NOT ONE
2650 -
5' CONTOUR LINE 13. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN 0 150 300 INCH SCALE ACCORDINGLY
M o L7 S23°14'01"E 39.19' L15 S79°22'39"E 92.77' AFFECT AT THE TIME OF THE RE-SUBDIVISION. LAST UPDATED:8/19/2025
N _ -2651 - - - 1' CONTOUR LINE L8 s3o°34'17°E 46.33' 14. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY SHEET NUMBER:
a o DRAINAGE FACILITY o o APPLY TO IRRIGATION RIGHTS.
UNDERGROUND PARKING ------- 15. THIS PROPERTY IS NOT IN FLOOD HAZARD ZONE AS SHOWN ON FLOOD INSURANCE RATE MAP NO.
o 16001CO251J, COMMUNITY PANEL NO. 0251 J, WHICH BEARS AN EFFECTIVE DATE OF JUNE 19, 2020. SCALE IN FEET PP-01
o CITY UTILITY EASEMENT --------- 16. ALL COMMON DRIVEWAYS SHALL HAVE INGRESS EGRESS EASEMENTS FOR SITE ACCESS.
a o
( J-U-B
EXISTING LEGEND
J-U-B ENGINEERS, INC.
S — — — — SANITARY SEWER LINE
U a�
WATER LINE �
EXISTING CONDITION NOTES -
———GIRR GRAVITY IRRIGATION PIPE z cz N
----KIRK V PRESSURE IRRIGATION LINE '^ J o
EXISTING WATER SERVICE. SEE UTILITY PLAN FOR PROPOSED DESIGN. J c (c) co
SD so so STORM DRAIN LINE O M
"I-I-ti��^^ - --- ---+�M- \ \ 0 EXISTING SEWER SERVICE. SEE UTILITY PLAN FOR PROPOSED DESIGN. w '� c:) 00 0
I-4 - - �' - — �- --'M \\ - CENTERLINE i 0
r + - --- --- ss- -- s -�+ 3 EXISTING ACHD STORM DRAIN SYSTEM, PROTECT IN PLACE W
II - - - \ 0co
P i - - - - SSA\ \ \\ LOT LINE Z X C)
6 VERTICAL CURB & GUTTER W 5 cz
I� / ` 3 �� \ s\�� v 1 1 ROLLED CURB & GUTTER w o
c\l — — 0
Ili II II ��7 N N \ 5' SIDEWALK m p
(c)
DITCH TO B / po SEWER MANHOLE Z
REMOVED 0 100 200 DITCH FLOW LINE N
\� N11
IRRIGATION MANHOLE
STREET LIGHT
I 10 \ I \\ \4f
Ss
SCALE IN FEETTREE DECIDUOUS TONAL E
TREE CONIFER0
I I I TREE TO BE `\ � � -----�-----ER- EDGE OF PAVEMENT
II REMOVED \\ GAS LINE 1 892
I A FENCE LINE � s9r o�� W
OF 0
a \ \\ -, FIRE HYDRANT
3
—2650 5' CONTOUR LINE
— —2651 — — — 1 ' CONTOUR LINE
DRAINAGE FACILITY Y,
w
3
\ �I
R / z H z Q
2612��, R l I ICI �u I I j� I 11 I lUl �I,I,i i \ w w o
TREE TO BE 3 I �lllll \ u < OQO oc
REMOVED — \ \ - - - — —_ - - - - - - =PIRA � PIRR�— �/ / `\ \ I \ j j ZII >- = Zmw O � w �
3 A - _ P -- \ I � ¢Qm °
CURB RETURNS / — — --- RR---- o --- — --- PI —— —— PIRR----- PIR J O vi x
TREE TO BE \ \ J �N I / TO BE REMOVED U w
/ � �REMOVED PRESSURE IRRIGATION E. STET VE— ssPROTECT IN PLACE ss---amss-- s ss ss---amss s---- ss---
/ Q an zm
w
z
v a3: w ']� O
aald �aald w O <nQ
- -
r / I WATER AND SEWER I (I - - - - - - w� 0U) � � � oC
DITCH TO BE // / / / PROTECT IN PLACE
II \ / I I a / Q O w :0:) W
REMOVED / ^ I / / /�!/ / 6 / z 'n
\\ \ /� / / / J/ \ \ EXISTING SEWER/WATER \ / / \ w � O
PRESSURE IRRIGATION / I I / r/ EASEMENT I \ / PRESSURE IRRIGATION \ L � w — Z
I C) \� PROTECT IN PLACE / / / — — — — / PROTECT IN PLACE \ J � w Q
/ / c0 �o / Qw0cn1
O N \ = � ZWcn
Lu
SEWER/WATER I / /I / / \ / / — _ 00 = ¢ >-
EASEMENT / \l/ / I\ / ` 2z0FFM o
\ / \
WATER AND SEWER
PROTECTS LACE 3
TREES TO BE II (_ �/� 1 2 \ ^p�� 2 2 1 / // \
C3 REMOVED \ 2
a s- r _ _- ss E. PINE AVE. W----- W ----W -- -W-
W-
- W
i / / \ ss-- - ss- --- -f
E. PINEA bC:D \ I r 2618-m \ - - - - j V_^
—
NI AX/ \
— -- GIRR— ——AIRR— -- GIRR— GI RR GIRR -- GIRR ——— GIRR——— — IRR--- GIRR——— GIRIA� N GIRR— --- ¢4RR--- — -- — -- — -- ----- GIRR— �— GIRR----- GIRR--- — ----- GIRR— --� J
= I l/ �I Irw \ \ \ m O z3 / 2
cn M T
o GRAVITY IRRIGATION GRAVITY IRRIGATION
O
Q 2 2 2 II // 2 PROTECT IN PLACE NI PROTECT IN PLA�CE 3
I z
v�J
0
_
Q
GRAVITY IRRIGATIONw _____ _-- 6
PROTECT IN PLACE
w Z
z c/) Z O
3 3 \ I � � / II / � II � w11 \ \ =DQ U
Z \ ' / I �- 0
\ / ' Illj( IIII \ 0 Z
cl) I uj
,_ �26�s \\ I,I REMOVED
DITCH TO BE �� /
Z / \ ICO \ ` - - W 62o I I \ X
z I \ 11� — — 1 N \ / I DITCH TO BE — CC Lu c/)
— I II REMOVED
Lu
N \
U w
o
cr
CL o 0-
z l z I II 2
aI ZLu
Lu
Lu
262 \\ Lu III IIII\ \\
2�
N w
U I \ I I I I I IIII ( \ I I FILE: 10-24-066_PRE-PLAT
J
/> 1 2 j I DITCH TO I IRRIG, TION STRUCTURE z 1III \ I ( JUB PROJ.#:10 24-066
Y z / DITCH TO — J REMAIN I \ pl n \ \
w REMAIN \ — n \ OBE RELOCATED I II \\ �\ DRAWN BY: ###
/ \ \ • I I I \ — 623/ \\\�\\\ DESIGN BY: ###
a _� _— —_ =__ _� —_ _ �2 G//J ��� _ \ CHECKED BY:ONE NCH
3 — — — — -- I �— — ,' AT FULL SIZE, IF NOT ONE
°o \ �\ \'1 \ �
M \\\ \\ \ — \ INCH.SCALE� LAST UPDATED:8/19 20DINGLY 05
c1l \ �� �\ SHEET NUMBER:
r
I�'► _ _ PP-02
a o
II' �3
-PIRR
O ION I 1
ACHD RIGHT-OF-WAY EASEMENT TO I (rJ-U-B
fQ' _ BE VACATED BEFORE FINAL PLATTING I
I I PIRR___
PIRR---- PIRR- PIRR-- -- PIRR--
/ 3 IRR -- PIRR --- PIRR--- -- PIRR----- RRi --- - PIRR-- -- PIRR--- - PIRR --- PIRR- - - P -t- R--- - PIRR --- PIRR J-U-6 ENGINEERS, INC.
85.6' 188.2 �-
8'11► 75.6'
� / I__ 1 ---- w-- -- w -� wE. STATE AVE --w _ w- a-----w ----w -- -w -- -w- - - w---- w ---- w -
S6, w
--- ss----- ss----- ss--- - ss----- ss---- ss-----s ----- ss- ss-- ss----- ss-- ss----- ss�-t ss ---- ss-- -0ss- - ss ---- ss----- ss-- -- ss----- ss--- ss -
// -32.1,7.5' = 35.2' Cz
- = 33.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 33.0' 24.4' I 1 � M
T Ir O O I`
I w (n C Q0 O
s / Block 2 4 29.3' n ih o� -77 I a W " "t 0 CY)(0 LO U
/ Lot 3 8750 5 C6 6 7 8 0) 9 0) 10 ° 11 0) 12 13 I z V N - 00
: 3S0 / ^^h -10561 10004 2870 2863 2856 2849 2842 2835 3111 i _ x �, O
79 3 / �2�o 3151 i 0 60 1 20 z CIS j
/ (� W
, 130
6130
20.0' O
.5'21.7' 30.0' 30.0' 30.0' 30.0' .0' 33.0'
-- --TYP ------ ----------- - �122.6'--- 305.7' --- ----8 --- m 0 G
Block 4 /��Q/ CC\1 0 8' 305.7' 8'$S JSD
8'SS
Lot 1 - SCALE IN FEET34.0' 135123 � I - -- - - H+f
- - - ------ �_
m
co
30.0' I O
04 SD
`� 25.5' a c�\0SL10
9.01
TYPj 19.0'
29.2' 1 892
/ Block 2 I 5.0' SD
m-
y / I Lot 2 I 113.9'y.0'- �f F 0 F O�5
co 113.9' TYP 113.9' iD PARKING NOTES ?'
/ / I 126094 E 1 �j
/ M i 0-1�11JJJJ-11�2 - --61.0'
1. PARKING DIMENSIONS ARE MEASURED FROM FACE OF
co I 23 7 �- I a CURB OR FROM FACE OF CURB TO EDGE OF SIDEWALK.
so i 8'S3 7.5'
_ _ _ _ _ _ _ _ _ _ _ 1 2.ALL PARKING LOT DRIVE ISLES ARE 25.0'WIDE UNLESS
TRASH ENCLOSURE OTHERWISE SHOWN ON PLAN.
fig• 11 I 1 H H
3. PARKING STALLS ARE 9.0'WIDE AND 19.0'DEEP UNLESS Q w Q
25949 1 20.0' 1 = Lu Z V
20.0' � a OTHERWISE SHOWN ON PLAN. � W w � m
TYP �-FJ c� Q Z
ss \ 4. EXISTING STREET DIMENSIONS ARE FROM BACK OF CURB. w ZO w O
° � Wm �
303.2' ` 1 P o
s \�� 1 1 00
1 F---- PIRR- I w. 0 u O m
ss�' E. PINE AVE. ~ Z Q
- ss--- PP-04 J � � am
1
w----- w- ---w-- --w--- - w -- w- ---w- --- w -- w- - w- -- w----- w w--- - w- w- -- w--- I - Ir-
1 w w-- --w--- w--- - w
t n
- PP-03 ___w---- � � r- I II � � Q m � � o
w--- Z o Z
�--- - w -- -w w-- � O _Q � a�
- - - -4 - --- - 5 --�-��- --- °C _= SS_ - ss--4--ss - - - I LL w O > Z
_ -- -- -- -- -- -- - - ss--- - s -- ss -- - -- ems- n, E. PINE AVE. - - 0 Z = c) w p
Z �
LLI 0 U) U
i I 3 = U)
\ / ° \ QO030 w
---- so- --- s 1 Z cwi)
---GIRR- - GIRR- -- GIRR- - G - GIRR- --- R - 1 GIRR----- --- IRR --- --- GIRR- -- GIRR-- -- GIRR--- - GIRR----- GIRR-- -- GIRR--- GIR GIRR----- GI R- -- GI R----- - GIRR ---- GIRR----- IRR- - GIRR Q W
847.0'-- 1 417.0'- ? w > � o
W OWO Q
8'PIRR 8'PIRR 8'PIRR alp w cw Y
= LLz-)
NN / fn � JW �
. m 2 Q >- -i
J
I I
CID
Ix
�n
Block 1
Lot 2 N I z
00
N 1 125092 1 Q
a 3 � �� J
Lu
m
IN
z
O 0
\ (n -
a - - --w - - w -
\ z
Lu
4 -
I 0
z -- -- 125 0' ' I 6 \\ I \\ I 25.0' 100.9 -
Q W
I
U) 0
c/� r I ----- --------- '---- �/�
p '� \ - $'W o 436.6'�'1N TYP-- -- --- ------- 91N - C/)
J _ - _ _ ___ s \\\ \\ I \ 8'SS N 8'"g$ - - _M 8 _ - _ - - ZCh
1 - N - -- --- -- --- - -- - - - - -- iif;7-0 cA N
n rn i 0
a ry w - -
w _'I m l N X o
Z \
a.�I - �11 II N ` I ' I � � w O
CID 9 ss I26.0'
U
1 -19.0' I Q
I 11 W W cn o 1 1
30 C/)
U I 1 6.0' ° z
1 f7 0' I I O
rL
1
1 1 O
z 1 I I
w I 1 1 I 20.0
a,
0 25 0' 25.0' 46.0' 1 i I I 1 N I
w 126.4 1 11 I I I 156273
II I
i
w 1 I
O
v 1 1 1 1 I wl
69820 I
Z
o 1 I I �j I =
Z 1 I °D - -1 Q I I U
�
2° Q M '1 '1� I 1 w m i i O Z I FILE: 10-24-066_PRE-PLAT
�[ ri �. JUB PROJ.#:10-24-066
DRAWN BY: ###
I DESIGN BY: ###
I _ -90 _ -_ -_ _--�-- _-- _- I _ _ _ CHECKED BY: ###
o OU 1 \ TYP o
a m 1 cNn 1 e� 8'W-0 I ONE INCH _
_ _ _ _ _ _ _ _ _ --__-�_�_��_--__-__---__-N _--__--__--N ____-__ \ AT FULL SIZE, IF NOT ONE
co 293.9' N - - - - - - - - - - - - - - - - - 457.6' \ INCH SCALE ACCORDINGLY
o X x X X 'PIRR 8'PIRR \ \ LAST UPDATED:8/19/2025
NTRASH ENCLOSURE \ SHEET NUMBER:
N CO IC'41
PP-03
� o
(J-U-B
7--=-000111F
J-U-B ENGINEERS, INC.
U aD
r Z C:
CZ
J o
M
OL 2c) � E
p co o
Lu " � c
Z X oo
I 0 60 120 W U)
.� 0
00 (0
I9 Z) r,
0-
0- 0-0- SCALE IN FEET C\I
0-1I
58705
S\oNALSD
fNc
120.0'
a
�92
8'PMSR 'PIRR -426.3' 8'PIRR 8'PIRR 101.7' s
ot
/ �9r f 0
%4u#a sv
Ss . PIN OF
E E AVE
---- ----- — — -- — sS ————
ss— — —ss ss ---- ss— — ss —
PP-04 - - ss ss ss s ss----- ss--- ss � ss -C PP-04 -�_-
- - --0-3 - - - w w-- --w-� w----- w-- -- w-- -- w S89o54'5TE w-2649.69w w�I ---- w� w-----w I w- ---
--w-- -- wPP r� -03
- - - _ _ ss—
1- 00
----- ----- ---
II PARKING NOTES
IIII E. PINE AVE. N
\\ I 1.PARKING DIMENSIONS ARE MEASURED FROM FACE OF o H W
\ oii CURB OR FROM FACE OF CURB TO EDGE OF SIDEWALK. z z
3 SD————— s �i�i Q z W m 0
— —
W w
— G R -- GIRR-- -- ciRR-- c R— GIRR GIRR——- ei R RIR cIRR cIRR— R ciRR -- GIR �iRR c -- — ciRR— R ---1 ciRR---- -- RR----- ----- ciRR-- — ciRR — 2.ALL PARKING LOT DRIVE ISLES ARE 25.0'WIDE UNLESS z g cn U
439.5'————— R 8'PIRR 374.5'.�8 8 I �� \ / O Q z 0
\ I I .� \ � OTHERWISE SHOWN ON PLAN. � w O w O
I � 3. PARKING STALLS ARE 9.0'WIDE AND 19.0'DEEP UNLESS p �Ts_ Z, m au�l Q
OTHERWISE SHOWN ON PLAN. U 0 J-z - m
I w N / �
9.5 I I w / � ¢ Qma
4. EXISTING STREET DIMENSIONS ARE FROM BACK OF CURB. O Uj 3 X
I (D cj� w
rn � �
25.0' � \ o C) HZL � Q
\ 0 zQ � � m
lull z
I 3cnQa �zw
1
I i O• 1 \ �
2� ---I
m I - — — — — — — — — o
ono- - — Q � � Wz0 O z
co -� Oz2HU � u1 0
3 i i o ai0LL0WmEr
H
O Q
I I N �
o I Block 3 I w0)
W L U
3 ��o Lot2 J _Oo � o w
111462 -, 148388 z Q Z) p
3 I rn
---- ----------- ---- --------- ---- ---------------- I------------- � W W O in
8'W 8'W N'W b 8'w 8'W 89N - ----i II w m � z
8 8'SS 0 8'SS o a S"SS I Q w �0- uWJ Y
M I a \
I _ I -
0 3: 00
W J W
I 25.0'
I It _�t �7� t tt�t�tt�
H 2 Z O
136.2' ; � \\ — _ � 0 U) < U) zz
I \
wL \
3 I SD I J-1 a — -- o -- 1 g0 � \�� \ I
C\j
304.5'_ IKK
--I
_�---_ — 1516 \ \ z
TRASH ENCLOSURE �E 1 N `�'� \ N \� Q
�' I - - -
Lu
a� 0 - \ z
\ U) 0
—_--0 —
N �O Z — 1Iss_ A A > z
_ 00E- z _-- 1 I w \ \\ LLI
G
W w� 1
1— Q Lu
L1J
z - 0
U) 1 � �
w ui
0 1 a�1-- I I I 7 Cl)
J25.0 260 f��1 I 46.0' L
a 126.4' 1 1 I Q z
z i50I 0 0
Lu
a - - 1 1 I I I
1 1 1�.i —
Z 69820 Lu
/� Z
d 0 1 *j
col 1 1 I °' — Q G C O
U
o Iw�_ com 1 I I
U) M I � Lij
z W
w
I
Cr
-- —
Z ' 0
w - — -- -- --- 1 — — — — — — — — — — — —
�
J
W
w
TRASH ENCLOSURE C N
U_ O O
C d d
H
z
W
U) J
FILE: 10-24-066_PRE-PLAT
Q
Y JUB PR J.#:10-24-066
Z
DRAWN BY: ###
> W
m U DESIGN BY: ###
00 CHECKED BY: ###
a m f ONE INCH �
AT FULL SIZE, IF NOT ONE
rn INCH SCALE ACCORDINGLY
M
No LAST UPDATED:8/19/2025
CM
Ln N_
O
N r SHEET NUMBER:
m -0
r -0
00 U PP-04
�
o .2
d �
I
-U-B
I 1 A A (rJ
J-U-6 ENGINEERS, INC.
M-
I �--M - M - M - M - -M � - M -I1M _j \ \ \ \ ^^,,
o - - - - - W
R
---- ssI@---- ss----- ss----- ss----- ss----- s---- ssl----1 ss-- Cz
\ \\ \ �\ N
I \ \ J O
--143.2' - 53.5' \\ \\ \A U (D M
ti 30.T \ \ \ \ O O CY) � E
I I ry0 'p2p \ \\ sr \ \
8'PIRR 0 p� 2 ss�\ \\ \\ \ \�\\\ UJ •� 00 Q0 O
N o i 70g, \ a o \\�\\ L U
30.0' \\ss \\\ ��\ \\S \\ \o LLJ � M
s� �\ \ Z V O
N---- -- -----J L----_ i AQp \\ `\� \\ \\\\\ �\ R W CV
_ __ N_ - \� \ \P S P//V SS R PARKING NOTES 0 60 120 ai
s\\ \\ P\ VS'/O \\\\ \A 1. PARKING DIMENSIONS ARE MEASURED FROM FACE OF w _0 O
y4r I \ \ \\ NO.2 N ss w RR Q CURB OR FROM FACE OF CURB TO EDGE OF SIDEWALK.
2.ALL PARKING LOT DRIVE ISLES ARE 25.0'WIDE UNLESS (C) C
N I �y4 ADO ems\ \\ PP\ ssn \�\ `APB // o� / OTHERWISE SHOWN ON PLAN. r
co i \ / / SCALE IN FEET CV
30 0 y1 BIOCk 4 \s \\ '\ \\ Q //// /� 3. PARKING STALLS ARE 9.0'WIDE AND 19.0'DEEP UNLESS
73426 a 1 Lot 29 \ `\ °R Y /�� / OTHERWISE SHOWN ON PLAN.
s R\ // /
59738 �\ \\
i 4. EXISTING STREET DIMENSIONS ARE FROM BACK OF CURB.
30.0'
rc i
\\ ' VACATE ACHD RIGHT-OF-WAY / �� \� _ _ _ _ _ _ _ _ _ _ c�\0�L FjV
\\ \p / / so �\ LIMITS OF UNDERGROUND PARKING
23.0'
' I 28
o 25.0
260.2 25.0' 3076
25.0' 27
aoo 17111 11 11 11 11 17.0' 3033 3•7,
-o - - o - - �320 ^ 06
L--- ----------- ------ N-------N -----------1 76 3 ^° 25
3 9 �O ^� 3033 a \ u�, o s \\ pLu
b �� ^° 24 \ `\ ¢ w Q
NI _445.1' .�\ 3�0 °^^ 3313 j `\ ��. \ \ \ss �M % = wwU � 0
R RR 300�^ �� '�6' �p�\ \ \\ �M � // w w OU w O0
TRASH ENCLOSURE 33 36234
\ M - / d = Z m w Q
Block \\ �s \ b _SS� \ ° ow � � r
Lot 6 -- _ ==SS-� Q m °
N \ 33 -- ss - - - ___ ss--- ® OUj5 � X
(9H - -
76s�, ►o 23 �'� '-- s� ----ss-- v� Z o Lu
NI
3178 22
p
3 \ Ue0V 43
I
o w32 S/Q 0mIX O
� ZO
60 21 /VO LL QW
c\i 3018 2 0
o 'z = cwn
O
m 20 323. REMOV CURB RE T RNS AND EPLACE N In) 5 w0 Oz Q
rn 2974 RR Q w0 � �_ Z
ITH ERTICAL C RB&GUTT R U -
2973 18 \pRR 26' / i 3 �0�0� Z W ? = Lu
o
6 2973 17
w 32 Q¢Q�' < L
Q 3 2 > �_
Z
rn 3 JX LU w
o, \ `� 323 rn 29i3 16 7.) \ - - - R-- a -1 F- w Q
1 � 303g �'���\ 323 3270 313 - PiRR-_ - aiRR_ _ W Z w U)
SG
15 p 306, - � _ w _ / P � H = z0
3272 3 � - - - -O' - - - � _ 1 O
s 14 0 o �ocnacn
S� 2974 4 302�
\.61 26) 13 1 33.0' 31.3' 188.2'
°' 2973 12 85.6'
3S4 rn 2972 11 r �u'p 8'1M 75.6' _
� 120.0' •S � �
31> rn 2969 10
b
3�3, 0 o� 2966 2961 8 0 1250I I
18.0' o \ - 30.4' 3 0)
w I \ \ __30.1'____g�8.2'I s,/ Block 2 Z
$p Lot 3 O z
M 360 / � -10561 0
__
0 1 �► - 101.7" - -7 .3' / / ^
N
O I _ / / z
\ 3 o I //��i/ - W
w \ \ 25.0' 98276 M __ _______ _______ _ ��� I /�Q-/ ----;122.6' --- Q O
� � Block 4 Q�/ m =
o W cN UNDERGROUND I / �!// 0
U 3
� PARKIN I
EXTENT Lot 1 �// - --
O 4. '0 135123
I Lli
(5 1
25.0' I /
III I � \ S4 4 6 5 I / / ui Cn
a 1 \ 19.0' 49430 N 34294 01 a N I ^� /� / � 7
w z I 9.0' 0 0 0
aLu
co I _ I TYP
a
yI II
0
/�
- - - - z 0
292.3'0 l o 23.0' U4 -AM
N o o
U 132.6' 73.3' 171.1' Luw
Ln
U)
Lu
it _ Z
O I I / - SD 0
a.
Z
Lu I c,� - -- / I
41
58705 I -
w 1120.0' I I SD
w I 10.0' 35.0' I sS \
0 I __J
I
� I �v
H 8'PIRft 'PIRR-426.3' 8'PIRR 8'PIRR 101.T
z S
`� -- IN -
�° U - ss---- ss ---- ss Ss E. E AVE. FILE: 10-24-066_PRE-PLAT
Q PP-04 L - -- ss-- -- ss---- ---- ----- �,--- PP 04 _ I _w
- ss----- ss- ss s SS-----SS--- Ss- SS-
Y � PP-03 ---- wl - �w- ---w-----w � -- w --- w ----w----- e°d w-- - w --- w --- w�- --w -- -w - - w-- -- � - \�-- -w-----w ---- w #:###24
z - - - - - - - - - - - - - - - - - - - - - S89°54'57"E 2649 69 3 JUB PROJ. 066
---- DRAWN BY
- - - - -- - --- --- - - - - - - - - - - --- - - - -_ DESIGN BY: ###
II CHECKED BY: ###
O
o U IIII E. PINE AVE.
ONE INCH
Q I I \ o�i I
AT FULL SIZE, IF NOT ONE
coCs
3 ----- -- - - sD----- S i r� INCH SCALE ACCORDINGLY
O GIRR- -- GIRR- -- GIRR- - G - GIRR- --- R} --1 GIRR----- - IRR LAST UPDATED:8/19/2025
N \ 439.5'- m R 8"PIRR 374.5'•
1 \ i I r�' SHEET NUMBER:
Cn
w
�
'co N p 05 0
r a a
ao ,' 47s
fr -V-B
EXISTING LEGEND PROPOSED
J-U-B ENGINEERS, INC.
- — SANITARY SEWER LINE sus
R WATER LINE ear ( d N
----GIRR- GRAVITY IRRIGATION PIPE owls z (z N
----PIRR- PRESSURE IRRIGATION LINE pmUj co
— SD so SD- STORM DRAIN LINE —SD—SD—SD— 0� 0 p co � E
CENTERLINE — o
Lu " ' 0 co
JLOT LINE 0 100 200 z X = coo
_ 6» VERTICAL CURB & GUTTER C� LJJ c�
ai
M ----M-----M ----- ---tom M_ \
I - - +- - - - ROLLED CURB & GUTTER UJ C
-� ss- ---SS— ss -- --4 5' SIDEWALK M O 3 W
-- -WNW o I SCALE IN FEET I SSMH-36— s� �
SEWER MANHOLE o f�
SSMH-2 I `
DITCH FLOW LINE SEWER LINE A - SEE SHEET PP-07 N
----- -- \
N - ------ p SSMH- �s �\ SEWER KEYED NOTES
3+3s 3+00 SFWFR LINE C N'+00 SEWER LINE C - SEE SHEET PP-07 i \ \ STREET LIGHT IRRIGATION MANHOLE o SEWER LINE B - NOT USED
s1 EXISTING SEWER STUB TO BE ABANDONED PER MERIDIAN
Block 4 I o, `� A CITY STANDARDS
wI 3 Lot 30 �! 29 \ \\ TREE DECIDUOUS SEWER LINE D - NOT USED
TONA L
f
II I TREE CONIFER
SEWER LINE E - SEE SHEET PP-08 WATER KEYED NOTES S
II i SEWER LINE A' ' SEWER LINE F - SEE SHEET PP-08
SSMH-5 EDGE OF PAVEMENT W1 EXISTING WATER STUB TO BE ABANDONED PER MERIDIAN
SSMH-4 ----- SEWER LINE G - SEE SHEET PP-09 CITY STANDARDS 892
3 I a+oo e -e+oo'-- \ _ GAS LINE SEWER LINE H - SEE SHEET PP-09 W2 APPROXIMATE LOCATION OF EXISTING WATER STUB TO BE J� 194 Z
QJ
LO
FENCE LINE SEWER LINE I - SEE SHEET PP-10 O ABANDONED PER MERIDIAN CITY STANDARDS f 9TF `�\o ��,
b ; I 28 SS\ ` �� FIRE HYDRANT Y SEWER LINE J - SEE SHEET PP-10 w3 COORDINATE FINAL DESIGN WITH ACHD PLANS IN PROGRESS �rT� liO4
— 27
I --------- --------- I 26 2650 — — 5' CONTOUR LINE
II I-- --------- ------------ SSMH-6 25
- 24 — - -- --- '
Block 4 —2651 - 1 CONTOUR LINE
Lot 6P — — — _ DRAINAGE FACILITY ° ° aD U w
SSMH-7 e�,� CITY UTILITY EASEMENT ------------- Q Z w m o
8x°0 23 A mmuwiv �
c� az � �
22 \ } w0wF- a
I 0o � mj }
\ 21 � N U IL Z
SSMH-8 s � tz - U m
19 R / II �I I o � ? a
' 18 \ E Hp � w
SSMH-9 ,' \\ �000.S' 17 °'RR j I z Q Z m
F
PIRR_-_- - H � a
- - PIRR- _-- I - I lU
w O15 � ° _ u) � zpr cn
-- - --- - --- --- - - -
-- I PI --- — PI ----- RR� -- ----- R P R PIR W p H O J >w O
\ o Z — a-
12 _ + v� wOwm
8tiY EXMH-2 -- - ° gyp = ~ Q
10 I / - - - -- -- - _ �-CT-AT -w - �-w wa, OC)) OC
7 I ---- — SS----- SS--- — SS----- SS--- — SS--- SS ---- ss---=— SS---- 6----- SS --(�=SS— — SS-- H Q H U
v 8 I , /
Qc� � � o w
—I -55/ --aald — -- aald O Z s
�14+j 1 , Block 2 w LL
= -vu Lot3 4 6 7 8 9 10 11 12 13 I I uj > w o
w J - - -_ --1s+„—SSMH-12 + J w m cwn Y
3 = — _ SSMH-20 I SSMH-17LL = z
�� / --__- -__- _--__- -- - - I a m m
// 10+00 11+00 —12+00 13+00 8 —14+00 m = Q } J
H 2 z O
Block 4 r a^5s 8'ss o Cn a Cn LZO
\\ -------- -------- -------------- SSMH-21
I o I Lot 1 r — — — — SEWER LINE F
I o \\ 4 5 I I / /r w I o
J I I / Z I "� SD a
Z I r r J m I
r
\I
I.LI
SD
Lu
2 U) � --- --------- - a
��SMH-1Ro0 81w —6+00 6+55- , C
z
W I J ���� 2SJL
EWER LINE E
Cc I °D I I W1 SSMH-18 w1 SSMH-19 O
�I >w III W1 S1 I I s5 1 II
o > I I 1 S1 v S1LLl
I 1
N I L ° Tr if 3SMH-29 / EXMH-4 -- P 1
0
wS89°54'57"E 687.43' — S oSS-- ss- - SS- ss---- s- --- s PINE _o __
w I
r _ -- w w—— —— w—— — w--- —w — —w — — w— -- w---- w--- — w-- --w-- -- w — w
———w ————W ———— W— W— —— N————— W — — W —— —— —— J
U — - - - — - - - - - - - - - w w -- — — ----- --- — — _ — - - - — Z
� T
SSMH-29 \ � Q
+ — GIR — --- ¢IRR—
w 3 N' N O W I-
F II N (n Z J_
a W1 W S1 S1 \ � S1 z
W NI II � p U
co L
-- w FIR — - - I� O o J
z �� I Block 3 M 3 Block 1 I _ w m
L - - - -3- - - - - - - - Lu Lot2
COI W3 'SSMH-35 SSMH-30 - '� 3SMH-25 Lot 2 C
CO 3 p W G
m
v 8 S w 8'iN--- a�oo -s�Ar=5+00 SSMH-31
o S'iS 8
5+50--—5+0o ——--——4+00- - 3+00--- ----2+00---- -1+00•------
(�---- I I SSMH-33
W SEWER LINE J SEWER LINE I ______ _ - - SSMH-26 LJJ
6+00 +oo' 1 \ Z
(L 1 `
oo --------- i I o SEWER LINE H
z - I o tom_-
w 1 6+00— 7+00 — -s 8+00e+aa
— A
_ — — — — — — — — — — — — — —
o Q SSMH-32 SSMH-34 '1 — _ _ I '° Iw --------- --------- ---- -- w
o _j SSMH-24 N I I SSMH-27 SSMH-28
o O 1
Z 1 1
o Z o I S1 1
Cn
km N \� I I
z 1 1�I N
m w I i °
Ch
J 1 ��II W2 q \I i I N FILE: 10-24-066_PRE-UTIL
JUB PROJ.#:10-24-066
Y z a.ox z " , DRAWN BY: ##
m U a'" m 1 I DESIGN BY: ###
a �
p S1 j I i I o CHECKED BY: ###
a co 1 1 j i f ONE INCH ,
Q ' 1 S H-22 I i I AT FULL SIZE, IF NOT ONE
V N 1 l
' '� � EXMH-3 ` � L INCH SCALE ACCORDINGLY
- - I I � LAST UPDATED:8/19/2025
M SSMH-23 �o - -------- ER
__ o
C, ---- -- __ +00 1+00_ - -------- --------- a F
M \\ 8� e!w--__-
_ _ _ _ _ \ SHEET NUMB
ot
p U
PP-06
ocz �7
FL 01
2615 2615 -U-B I
(FJ
- - - - - - - - - _ _ EXISTINGGROUND
- - _ - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - J-U-B ENGINEERS, INC.
- � - - -
Z
cz
CD
(n J co co
co
O r .
32 LF 8" @ 0.42% p � E
0
2605 44 LF 8" @ 0.42%-,, 34 LF 8" @ 0.42% ° 2605 W "t 0 M
205 LF 811 @ 0.42% Z X
177 LF 8" @ 0.42%
75 LF 8" @ 0.42% co
131 LF 8" @ 0.42% z W )
2600 35 LF 8" @ 0.42% LF 8 @ 0.30 Yor\'� SSMH-8
V T SSMH-7 STA: 8+65.49, 0.00' 2600 Lu 0
SSMH-3 STA: 6+60.62, 0.00' RIM:2611 .49 m O N
STA: 2+44.20, 0.00' RIM:2610.55 INV IN: 2602.88 8" (S)
RIM:2611.96 SSMH-5 INV IN: 2601.92 8" (SE) INV OUT: 2602.78 8" (NW) CV
EX-SSMH-1 INV IN: 2599.78 8" (S) SSMH-4 STA: 5+51 .77, 0.00' SSMH-6 INV OUT: 2601 .82 8" (N) I SSMH-9
2595 STA: 1+25.00, 0.00' R SSMH-2 INV OUT: 2599.68 8" (W) STA: 3+75.23, 0.00' STA: 6+26.52, 0.00 RIM:2610.52 STA: 8+97.03, 0.00 2595
RIM:2610.79 STA: 2+00.46, 0.00- RIM:2610.08 INV IN: 2601.27 8" (S) 0.42 RIM:2611.76
INV IN: 2599.13 8 S RIM:2611 .12 INV IN: 2600.43 8" E INV RIMIN: 2601
" ( ) ( ) INV OUT: 2601.17 8" (W) INV IN: 2601.68 8" (S) INV IN: 2603.11 8" (SE) S\oNAL fHC
INV IN: 2599.50 8� (E) INV OUT: 2600.33 8" (N) INV OUT: 2601 .58 8" (N) INV OUT: 2603.01 8" (N)
INV IN: 2599.50 8 (W)
2590 INV OUT: 2599.40 8" (N) 2590 1 892
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 /9id" --4
�c�j rF 0 F �p 45cv
SEWER LINE A TN
2620 2620
a zwoo 0
Lu J
_ co U
� -
co OQO
d = U m ~ Q
Lu
EXISTING GROUND O w
2615 2615 0 coo m °
- - - - - - - - - - -
- - - - 0 � z0
Z Q 3:
- - - - - - - - - - - - � � � u�iz � z
2610 2610
� �000w � O
o ¢ 0 � z O
0z = � OU ~ w O
L OHO J OC
" 0.62% w0o' � � �
224 LF 8 @ _ � � _ ~ ¢ ~
137LF8" @0.42% J = O � 'o w
2605 295 LF 8" @ 0.42% a O� o
2605 Q w W o
w > � � o
� � w � z
J w 00 Q
QW c
Y
= � 0 =
U) of
2600 2600 m 0 U) a U °
= z0
SSMH-12
3S101-1-10 SSMH-11 STA: 15+53.22, 0.00'
STA: 11+91.82, 0.00' STA: 13+29.08, 0.00' RIM:2613.61
2595 RIM:2611.91 RIM:2612.52 INV OUT: 2606.52 8" (W) 2595
INV IN: 2604.45 8" (SE) INV IN: 2605.13 8" (E)
o INV OUT: 2604.35 8" (NW) INV OUT: 2605.03 8" (NW)
J
cz
z
2590 2590
c 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
0
SEWER LINE A w
w 00
= m -
0
� C_
0 0
U
(7
0 261 615 HORZ 0 30 60 W
U) Z
Q
z E (STING GROU D VERT 0 5 10 0 0
Q - - - - - - - - - - - - - - _ �- - SCALE IN FEET Luui
-
co 261 - - - - 610 X U
z
cco
m
D
c
M
N
O
260 605 Lu
w z
0
Cc 0-
CL
186LF8 0
Lu @ 1.88/
w 2601 600
w
0
O
o6
o SSMH-36 SSMH-2
STA: 3+11.41, 0.05' R STA: 2+00.46, 0.00'
W 259 RIM:2610.99 RIM:2611.12 595
J INV OUT: 2603.00 8" (E)
) INV IN: 2599.50 8" (E) FILE : 10-24-066_PRE-UTIL
\
Y JUB PROJ.#
Z INV IN: 2599.50 8" (W)
DRAWN BY: ##
c) SEWER LINE B INV OUT: 2599.40 8" (N)
DESIGN BY: ###
p CHECKED BY: ###
a NOT USED 259 590 ONE INCH
3+36 3+00 2+50 2+00 1+50 1+OO AT FULL SIZE, IF NOT ONE
Ov INCH SCALE ACCORDINGLY
r� No LAST UPDATED:8/19/2025
Ln N
N O
SEWER LINE C SHEET NUMBER:
co
o U
PP-07
..
o rom
d �
(JUS I
7—=0001"'or
J-U-B ENGINEERS, INC.
U a�
Z �
cz
(n J co
SEWER LINE D Ir .00coco
NOT USED w 73 M �
z X �, 0
HORZ 0 30 60 z U) -0 E
Lu 0
VERT 0 5 10 m
SCALE IN FEET CV
S�ONA L fi yCi
1 892
2620 2620 J+9�q��9 Po
EXISTING GROUND
�c�j rF 0 F �p 45cv
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2615 — 2615
w
a zw06 0
Lu J
x U) U
coo o
2610 2610
a = m ~ Q
206LF8 @0.64 Lu
° ~ wJU
�� 0/0 UZHJUD) m
m d
171LF8" @1.41% ° " oo � Lu
zo } �
z
2605 34 LF 8" @ 0.42% 94 LF 8" @ 0.40%
2605 a i o `� w z
� � m w � O
o a w � Z O 0
oz = � 8U ~ w O
SSMH-17 � � � owm °C
� 2Ox � Q
STA: 2+53.12, 0.00' SSMH-18 SSMH-19 o o w
2600 EXMH-2 RIM:2615.05 STA: 4+23.84, 0.00' STA: 6+29.94, 0.00' 2600 J o
STA: 1+25.00, 0.00' INV IN: 2604.38 8" (S) RIM:2616.80 RIM:2616.14 Z w
RIM:2614.25 INV IN: 2604.38 8" (W) INV IN: 2606.78 8" (E) INV OUT: 2608.10 8" (W) w > of L o
� � w z
INV IN: 2603.76 8" (S) INV IN: 2604.38 8" (E) INV OUT: 2606.78 8" (N) Q w o c Y
INV OUT: 2604.28 8" (N) U) 0 Z LU
Lu
2595 2595
� m: = zo
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6fl65 ° r� a `� o
SEWER LINE E
CD
0
J
H
w
Cc
d
�I
0
v
o > U)
H
w 00
x
m
Q O
z � 0Y'z
W 2620 2620
W
Z
CL Q
J
o _ —
z — — — — — — — — EXISTIN GROUND 0 Q
< — — — — — — — — — — —
— — —
m 2615 - - - - - - - -
w - - - - - - - - - - - - - 2615
z
N
O
2610 2610 W
°
z
z
266 LF 8" @ 0.91%
w
2605 2605
w
W
o SSMH-20
=' STA: 10+25.00, 0.00' SSMH-17
RIM:2616.00 STA: 2+53.12, 0.00'
a) w 2600 INV OUT: 2607.29 8" (E) RIM:2615.05 SSMH-21 2600
o U INV IN: 2604.38 8 (S) , FILE : 10-24-066_PRE-UTIL
Q INV IN: 2604.38 8" (W) STA: 14+73.03, 0.00
Y INV IN: 2604.38 8" (E) RIM:2614.79 DRAWN OBY:J.# ## 24 066
C) INV OUT: 2604.28 8" (N) INV OUT: 2606. JUB 80 8" (W) DESIGN BY: ###
2595 2595 ONE INCH
m CHECKED BY: ###
q
a
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+98 AT FULL SIZE, IF NOT ONE
Ov INCH SCALE ACCORDINGLY
r� c\jo LAST UPDATED:8/19/2025
N O SEWER LINE F
SHEET NUMBER:
r �
co
PP-08
o U
.. m
o ro
d
2620 EXISTING GROUND 2620 (rJ-U-B I
- - - - - - - - - - - - 7--=000"or
- - - — — - -- - - - - — — — — — — — - - J-U-B ENGINEERS, INC.
U a�
2615 2615 z
cz
J
HORZ 0 30 60 U)(� c: �cD (co)
(6E
2610 254 LF 8" @ 0.62% 2610 WC)
" 0 co
VERT 0 5 10 z 0) 06
o — X +� p
79 LF 8 @ 2'44 0
SCALE IN FEET ('� LLJ cz N
° 11 z U) �
3 c
$�� pp /o SSMH-24 .�
73 , @ SSMH+3 STA: 5+30.68, 0.00' W
2605 STA. 2 77.14, 0.00 2605
RIM:2617.66 m � �
SSMH-22 RIM:2616.81 INV OUT: 2609.65 8" (S)
STA: 1+98.35, 0.00' INV IN: 2608.08 8" (N) N
RIM:2618.00 INV OUT: 2607.98 8" (E)
EXMH-3 INV IN: 2606.06 8" (W)
2600 STA: 1+25.00, 0.00' INV OUT: 2605.96 8" (E) 2600
RIM:2618.00 S�oVAL EH
INV IN: 2603.76 8" (W)
1 892
2595 2595 �'919,4u fi
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5fl56 �c�' tF OF
jT$ H �p4
SEWER LINE G
w
a zwm o
Lu J
_ U) U
� -
co OQO
Lu
d = U m ~ Q
Lu
2625 2625 o Q oD m
U 0 H J � �
m
Ocn � X
Lu
Z O } w
z Q m Q
EXISTING GROUND u o m w z0
-- - - - - - - - — — — - - - - — — — — — — — — — — - - - - 0 ¢ � � ZO cn
2620 — - - - - - - - \ - - - - - - - - - - - - - - 2620 0ZT w o
oc
_ _ - - — — — — — — — - - - - - - - - - - - - - - - - � � � owm
W O 00
J = �
> :0:)
O Cn
J
1� Z w ? Q
QWwm �
2615 2615 w > ~ 0
W I W ?j z
303 LF 8" @ 0.62% _ Z
82 LF 8" @ 0.42% 72 LF 8" @ 0.42% `° , J Of w
$" 0.42% � 0w < w
2610 76 LF @ 2610 � � `� Q `� �zo
SSMH-28
SSMH-27 STA: 8+19.24, 0.00'
STA: 5+16.43, 0.00' RIM:2621.00
EXMH-4 SSMH-25 INV OUT: 2613.00 8" (W)
2605 STA: 1+24.99, 0.58' R STA: 3+62.38, 0.00' SSMH-26 INV IN 26111.12 8" (E) 2605
RIM:2617.04 RIM:2619.46 STA: 4+44.54, 0.00' INV OUT: 2611 .02 8" (N)
INV IN: 2608.56 8" (S) INV IN: 2610.27 8" (SE) RIM:2619.98
INV OUT: 2610.17 8" (N) INV IN: 2610.72 8" (S) z
cr INV OUT: 2610.62 8" (NW)CL O
co 2600 2600
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+44 —
U7
SEWER LINE H 00
� C) �
0
U
Z Q-
w 7
U VJ 7
w Lu
J
a
J
d
d
0
Z
Q 0
W X U
z
m
N
ui
H
U
w
O
m
a
z
w
a
O
w
w
0
O
o6
U
0
H
z
w
in J
U FILE : 10-24-066_PRE-UTIL
J
Q JUB
Y z DRAWN OBY: ##
> w
m U DESIGN BY: ###
p CHECKED BY: ###
FL m ONE INCH
AT FULL SIZE, IF NOT ONE
Ov INCH SCALE ACCORDINGLY
r� 0 LAST UPDATED:8/19/2025
m N
N O
SHEET NUMBER:
r �
co
PP-09
o U
.. m
o ro
d 0
2620 26207--=000"or
(rJ-U-B I
EXISTING GROUND J-U-B ENGINEERS, INC.
2615 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - — �� J — _ - - - - - - - - - U N
2615 z cz N
J o
HORZ 0 30 60 � co
Cap r- E
W 0 M -d
2610 0 48 LF 8" @ 0.64% 2610 VERT 0 5 10 z U N 00
60 LF 8" @ 0.42% 133 LF 8 @ 0.42/o — x .+_-� od
SCALE IN FEET ('� LU cZ
151 LF 8" @ 1.00%
T I ISSMH-33
w � `� � 0 �
2605 00% ' _ SSMH-32 STA: 7+24.07, 0.00' 2605 m' C
256 LF 8 @ 2 SSMH 31 RIM:2616.17
SSMH-30 STA: 5+31.08, 0.00' STA: 5+91.28, 0.00 INV IN: 2608.32 8" (S) N
STA: 3+80.50, 0.00' RIM:2616.05 INV RIMIN:16. 7 INV OUT: 2608.22 8" (W)
RIM:2616.01 INV IN: 2607.31 8" (S) INV IN: 2607.66 8" (E)
2600 INV IN: 2605.70 8" (W) INV OUT: 2607.21 8" (W) INV OUT: 2607.56 8" (N) SSMH-34 2600
INV IN: 2605.70 8" (E) STA: 7+72.40, 0.00' S��tJA`L fHC
INV OUT: 2605.60 8" (N) RIM:2617.02
INV OUT: 2608.63 8" (N)
SSMH-29 1 892
2595 STA: 1+25.00, 0.00'
2595 �9/9117.
RIM:2615.93 �c�j rF OF
INV IN: 2600.49 8" (S)
INV IN: 2599.91 15" (E)
2590 2590
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 7+97 0 w
a zw06 0
SEWER LINE I = ww U
o
a = Um ~ Q
o I 0�
UZHJ (U m
m d
0 (6 X
Z O } �
Z_ Q m Q
�+ ' 0uwiZw z
?omwc� O
o ¢ Z O
Oz = � OUH w O
L Ow0 J OC
H
o
WO
262 620
ZFw ? o 0
QOWo -
w j � o
EXISTING GROUND
cw
261 — - - - - - - - - - - - - - - - - - 615 T � Zw �
J
H 2 Z O
� 0w < w 0
Z
261 610
400 LF 8"
c�
0
260 SSMH-35 605
w STA: 5+24.85, 0.00' SSMH-30Cc
z
RIM:2615.00 STA: 3+80.50, 0.00' 0_
co
INV OUT: 2608.18 8" (E) RIM:2616.01 CI)
N INV IN: 2605.70 8" (W)
W 260 INV IN: 2605.70 8" (E) 600 00
INV OUT: 2605.60 8" (N) m =
Q J
(D Q
0 259 595 W 0
5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 z
CL 0
a
W 0 p W
Lu
w SEWER LINE J x oc w
z
CL W cn
CM
N
O
U)
ui
H
U
w z
a
Cc
CL
w
2
IL
w
w
0
0
o6
U
0
H
Z
w
i J
U FILE : 10-24-066_PRE-UTIL
J
Q JUB
Y z DRAWN OBY: ##
> w
m U DESIGN BY: ###
p CHECKED BY: ###
FL m ONE INCH
AT FULL SIZE, IF NOT ONE
Ov INCH SCALE ACCORDINGLY
r� No LAST UPDATED:8/19/2025
Ln N
N O
SHEET NUMBER:
r �
co
Pp- 1 0
o U
.. m
o ro
d
(rJ-U-B
\ J-U-B ENGINEERS, INC.
U Q)
~ � \ Z c
cz
co
PROJECT BOUNDARY \ \ (�j c E
PINE 43 SUBDIVISION �� , DOVETAIL SUBDIVISION W i � Q co o
—
I \ \ \ \ d01 d d01 a - �
d01 d01 d0T O� Z U ^, � �
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP Z E
W 0
m �
® R- 15 R-4 0 I-L N
xx/<X/m
PROPOSED C-G PROPOSED R-15-
BY OTHERS** BY OTHERS** u ---- W--- - W----- W----- ----- -----W----- -----W�
0
�7 ; S�ONAL fiyci
PROJECT BOUNDARY
19 892�
PROPOSED I- �'°RFG'9<
OF"
BY OTHERS*** Op QF ��fTk
\ �SFORcR/,oT� GEMSTONE CENTER
UT �S� SUBDIVISION
I o
� w
o Z
I a Z � m o
_ � QZH �
I a = omW Q
PROJECT BOUNDARY o � w J ? }
EXISTING PROPERTY BOUNDARY // REZONE LEGAL DESCRIPTION 1* o ` ? m
(PROPOSED R-15) y I_- Z o � ,
za � � ma
EXISTING / aU) Zw Z
PROPERTY 3 oowix O
BOUNDARY O 0 O Wo � � ° O w O
Wm °C �
Ll
ZONING BOUNDARY U)
_
_ n � can
Q _ w �
PROJECT BOUNDARY C—G Z of U) Z) = o
PROJECT BOUNDARY I < o W o 3:
ZONING BOUNDARY I 1 w m ? Q
I � LUoU)
I \ I = WZU)
�
fnw Jw
w _ w
H m Z 0 O
Q �0cn < cn z
I
I
I
I
- - — - - — E. PINE AVE
E. PINE AVE
o I
z
o NOLA
X SUBDIVISION Q Z
w
EXISTING L_O U)
o PROPERTY '
BOUNDARY
w C-G Mo O
UCL Z PROJECT BOUNDARY C) 0 m
\ / - _
O �u .. x
Q ` (� Z W
_j
CL SCENTSY COMMONS Q 0
z EXISTING SUBDIVISION Lu 0 0 z
< I-L PROPERTY
Iii
� BOUNDARY O
Z CX w ICI
to ` PROJECT BOUNDARYco
G C
N EXISTING ZONING �M G
CITY OF MERIDIAN '
0 ❑ C-G (GEN. RETAIL & SERVICE COMMERCIAL) L-0 PROJECT BOUNDARY z
0 I w —
a ❑ L-O (LIMITED OFFICE) � > 0—
II CROSSROADS m C-G
❑ I-L (LIGHT INDUSTRIAL) MIDDLE I w
o -❑ R-15 (MEDIUM-HIGH DENSITY RESIDENTIAL) SCHOOL PROJECT BOUNDARY
w ZONING BOUNDARY I z
o ❑� R-40 (HIGH DENSITY RESIDENTIAL)
_U I
o ADA COUNTY
z 0 100 200 ❑ RUT (RURAL URBAN TRANSITION) - -X
� J
Z U FILE: 10-24-066_EX-ZONING
J
Y z PROPOSED ZONING LAYNE INDUSTRIAL PARK
DRAWN BY: ###24 066
C0 0 SCALE IN FEET ® R-15 - CITY OF MERIDIAN I_L SUBDIVISION DESIGN BY: ###
I_L
�' p CHECKED BY: ###
a q ZI
R-15 - CITY OF MERIDIAN ONE INCH i
(BY OTHERS)
C-G - CITY OF MERIDIAN AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY
Q N ® (BY OTHERS) LAST UPDATED:8/18/2025
N NOTE:
N ; SHEET NUMBER:
SEE JUB PINE 43 MIXED USE SUBDIVISION REZONE LEGAL DESCRIPTIONS NO. 1 AND 2.
m ** SEE IDAHO SURVEY GROUP DESCRIPTION ANNEXATION EXHIBIT DRAWING FOR PINE 43 - HPC BUYER pp- 1) 1
o ** SEE IDAHO SURVEY GROUP DESCRIPTION PINE 43 - HPC BUYER I-L ZONE BOUNDARY DESCRIPTION
o �
d �
28 (J-U-B
27 /❑
J-U-6 ENGINEERS, INC.
26
25 \ ( Z Cz N
J � o
24 O CO
❑ W cn O � coo
W � ci f
z X ao
No
❑ PARKING NOTES 0 60 120 Z W
Block 4 - — — — — — — — — - LIMITS OF UNDERGROUND PARKING w •i 0
Lot 6 m O N
� O
23 \\ SCALE IN FEET N
22 \
21 \
❑ S\oNAL fiyci
20 \
\
1 892
19 \ s�
18 � 9T F 0 F
17 \ �
\ \ 16 \ �
\
z z
w
¢ w
¢
o
- z m
-------------------------- �_ _ 2 ) V 9
\ \ 15 � -
o ¢ z � �
\ - - - - - - - - _- `- 9- w0wO a = zmW ¢
� \ \ 14 � - 0oW � � >_
O Z� \ \ _----- _--_-_-- _- _ - _ - - --------__ -- / Q m a m
13
\ Lu
- - y Z 0
- -
(9H - - �
I wK \
-------------- - -
�~ 4a �2mwix O
— — — _ _ _ _
\ 10 — — — _ o ¢ W � zO
g I — — — — — — — — _ _ Op = 'sU � w 0
\ LLZw � O } > z
8 7 - - v2201owm °�
\ 7 I ww 0 V-)
— — — — — — — — — — — — I ❑ Qow p w
\ / Zacnz � o
r
w �- / ❑ / m w jaW
�Oc=nzd O
z
/
— — — — — — — — — — — — — — — —
Block 4 /
Lot 1
I
/ z
w I / 0
9 5 I / � m
'�T �j� 1 4
/ _
w j l j � / > X
W I a / ❑ M0 0 uJ
c
Q z
zHC HC I / ❑ U) Q Y
w I / w
p HC HC / / ..
a I C) z
dHC HC I / / < Q
w / 0 Q z
a I I W — D
X O
W
a. IP
9 I I oC
N I
_ I co w
o HC HC HC HC /r
Lu
— — — — — — — z D
O
m
a / L.L
Z
w 2
a
O HC
HC HC I 1 I
W I
06
0 o¢ — — — _ — — — — — — — — — — — — — — —
z Lo �—
(1) w
� J
Z5 U FILE: 10-24-066_PRE-PLAT
J
Y Q
Y z DRAWN BY: ###
T W
m U
o II E. PINE AVE. I CHECKED BY: ###
a m I ONE INCH
f 1
¢ AT FULL SIZE, IF NOT ONE
0 1 II INCH SCALE ACCORDINGLY
�n - - - - - - - _ _ - - - _ _ - _ _ _ - - - _ _ - _ - - _ - _ LAST UPDATED:8/19/2025
No
SHEET NUMBER:
N
11 E. PINE AVE. C:D
U 11 PP- 1 2
a
o II