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PLUM CREEK NORTH SECTION 4 - INST. #9714420, P.C. 1, P. 770
ZONING S -1 0' 30' 60'
w�
' A I
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\ SCALE: 1 "=30'
LOT 158 LOT 157 LOT 156 LOT 155 LOT 154 II LOT 153 LOT 152 LOT 151 PROP05ED LEGEND
~ I I CONCRETE
I I
---------- �A G" CONCRETE CURB
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
�1 I Z I G" CONCRETE CURB i WALK
LIJ
J MANHOLE ii ii
Y I TC=766.17 ® HANDICAP RAMP TYPE K
U CURB INLET / CON
- - 15' RCP W INV=760.77HANDICAP I 15" RCP N INV=760.52 - - - - - - 12" RCP E INV=761.20 AF O PARKING SPACE 551BLE
Q TC=765.75
---I----�I--�I------------------�- 15"RCP SINV=760.52
t---------------------------------------------------- - - - 12" RC
--------
�� I I I CURB INLET
TC=769.86 / I -
_ _ _ 15" RCP SINV=765 66 \ \ "-EXI/7
ST 20' WA�FRLINE EASEMENT END SECTION
E- / L - -E - -EL' - -EST -}E\ `�`_______ -E- -E- _ -E- -E- - -E- - 12" RCP �W�INV=763. \ Q�k I EASEfENT (INSTR. NO. 9542327) INV. = 758.72
_ _ - _ _
-4 -4 --�\-----------------__-_ =�__- E_� -E��=�
�LW = - -SE- W-= E_ _ E - - - - E -E- F \
- - - -
��-� R W LINE
�i�i ��\---------------------- ----------------------- -- -�------- --------------------------- e---- ----------�`�G------- - ��L _ _ - - = _ = 1 = -
i�� `--------------------=------- - ------ --- ro
LINE
-T- - -T- - -T- - -T- - -T- T- - -T- _-- T - _-- T-
-T- - -T- T- - -T- - -Jr- - - - - -T-\- -T/ �� -T- - ` - -T- - -T- -� T- T- -�'- - -T- - -T- G�� T- - - If- - -T- -T- - - - _ _ 5TE N®T€5
------- -- R/W
------------------------------------------_____--- ���=----/ ��'_-- - 1. ALL WORK CONFORM 5 A E D LOCAL E CATIONS.
- - - I TO FO TO T T AN R GU
- - - - - -� --
/ �� - - - --:- __------------------------------___-- ALL PARKING 5TRIPE5 ARE TO BE 4" PAINTED, (WHITE).
-`---------------------`-----------�- HANDICAPPED ACCE55 A15LE5 SHALL BE 4" PAINTED, (BLUE).
3. ALL DIMEN5ION5 ARE TO EDGE OF PAVEMENT OR FACE OF
I CURB, UNLE55 NOTED OTHERWISE.
-------- -------------- -----------------------
\�� ---�F=====___-____ I 4. ALL DIMEN51ON5 ARE TO FACE OF BRICK OR FACING
\IAZEL DELL PARKWAY - ------�� ___ ____====�i=-----_- I - MATERIAL, WHERE APPLICABLE.
-- -- \t -- --�1 �/ J� -- 1 l(II .a _ it / r _ I( I N 00°20'43" E - 1376.66' \ lip III G`� 1 _ 5. ALL DIMEN51ON5 ARE PARALLEL WITH, OR PERPENDICULAR
e - -- TO 5A5E LINES, PROPERTY LINES OR BUILDING LINES
G�`'� _ % UNLE55 NOTED OTHERWI5E.
PROP05ED ENTRANCE ---------- J 6 ° h / .� ?-_ --__-_------- _-------
----______� R=--- ti ti II e e o -- - T ___
(BY OTHERS)
----------------_-_-_- ___ _____+J� _______-____________ __ �!__--�---- T G. THE CONTRACTOR 5HALL VERIFY ALL DIMEN5ION5 IN THE
PROP05ED INC,RESS EC,RESS--------------------------------- -
-------------------------------------------------------- --IELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR
EASEMENT. PLANS FOR LOT G PROP05ED 4' ti v / II I Dedication of R.O.ROW.#12B
PROP05ED RAMPS - - P NBIPIG APPROVAL-BY�CITY OF COCNRETE - II / II I (INSTR. #9809806591 5HALL BE RE5PON515LE FOR ALL FIELD DIMENSIONS. IF ANY
/ - - - - - - - - - - - - - - - - - - D15CREPANCIE5 ARE FOUND IN THESE PLANS FROM ACTUAL
(BY OTHERS) -_ \ / ARMEL \ / \ WALKWAY / \ / \ / \ / \ / / ICONTRACTOR SHALL NOTIFY THE
-- ----- -----_ ____-�______ __�_______�________________________________________________________________________---------1------------------ --- ---- -�-------- -- I ENGINEERL IMMEDIATELY. E
0
----
I 7 I �� I I I--------y---------------------------�-----______----___ =
---- --- 1-- ---\ --- - - - -- /----
\ \ - - - - -\ \ - - \ - - \ �� - - -D-e icon ofranTape a-ne - - - - - Z - - - - - 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO
8'ASP.BATH---------- ------------f-----� -
- - ,� G ��� Drainage Easement #12D / 8' ASP. PATH / - - - - - - - - - - �- - EXISTING FEATURES A5 NECE55ARY.
- - - - - - - --------------------------(WST�R,#-98G48%591-----
R/W LINE 1. 1. �. �� ��---------------- - - - -_- --
_ 0o 421.32' �I / / / \ 129.48'7------ - --- �,� 2 •00 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL
- - - - - o - - - - - - - - - - - - - - - - - - - - - - -j _�-__-__-__ / -__- ONDITION5, ALL AREAS WHERE THE EXISTING PAVEMENT
POURED IN -PLACE _ S 00 20'43' W �n PROP05ED GROUND `� �� �/ ��/`� ) CURB INLET �/ / / OR LAWNS ARE DAMAGED DURING, CONSTRUCTION FROM
CONCRETE MONUMENT 900 PROPOSED CURB _F .� CURB INLET e` / \ e� �� /
' MOUNTED SIGN TC=770.07 ��P / ��P j , �� ` / TC=765.66 / / / / TRAFFIC BY CONTRACTORS, 5U5CONTRACTOR5 OR 5UPPLIER5
END TAPER (TYP 30' DU&SE &GREENBELT JG P J / �' 12" RCP E INV=761.56
12" RCP (E)INV=765.57 �\ ` \ / 1 J () AFTER CONSTRUCTION WORK IS COMPLETE.
WITH IRON DOWEL TO oo,, P / / / /
r QPOURED IN -PLACE
,�,, / REQ'D SITE BE SET BY � OF 2) PROPOSED 5 � �� / \ �,� -- / /
e\ • CONCRETE MONUMENT / /
30' DU&SE - LINE (TYE I - - CONTRACTOR. _ _ _ - - - 60' BSL RETAINING WALL �o JGP / /\�� �P / / q. THE EDGE OF EXISTING ASPHALT PAVEMENT 5HALL BE
- - - - - - - - - _, WITH IRON DOWEL TO / _ _ / _ _ _ _ / / _ PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS
- - - - - - - - - - - - - - -
- - - - o J�' BE SET 6Y _ r - - - - - - - - - - WHERE NEW ASPHALT PAVEMENT 15 INDICATED TO JOIN
- - - - - - - _
- - - - - - - - - - - - - - - -
33 (o ----- CONTRACTOR.----/ --- --------/-----7----- -- EXISTING ASPHALT.
J
I- 1 SP CE 9 - 0 54' °0 5 PA E5 9'= 5' / SAN. MANHOLE
LAKE #2 / � / TC=766.57 10. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T.
/ , ' / 12" PVC N INV=747.20
I_ __ __ ___ �, 2 NORMAL POOL ELEV=7G2.00 / 3 - STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX,
� I 100 YEAR ELEV=7G5.25 / / / / 12" PVC S INV=747.20 /
I I S � �Q- � /i / 12" PVC NW INV=747.24 PLACEMENT AND WORKMANSHIP
R PROPOSED SHADOW (6Y OTHERS) ) /
- - - - O' BSL- _ - - - - 2 BOX FENCE WITH / i / / j / / / 11. CHAMFER ENDS OF ALL CUR55.
�I---- - N - ------------------ - 3.0 �- ___
- - -
- -----� �RTCK-PETR�---T-- 7- -- ---- / _/------------
c; h 91.9' 9' 9' 9' I INTEGRAL TO i /'Fey // I �/ I / / 12. 5EE ARCHITECTURAL PLANS FOR BUILDING DIMEN51ON5.
RETAINING WALLPC�� // I,0,�/�' // 13. ALL 51DEWALK5 SHALL COMPLY WITH A.D.A. STANDARDS,
® ® ® A MAX. CR055 SLOPE OF 1/a /FT. � MAX. SLOPE OF 1: 20.
I S R 5 5 AC 5 Co?REGULATED LEGAL,
�clu`
5P CE5 @ 9 72 , Q / �1
DRAIN FOR NON-/ � / � / o � / / / / G� �� p� / 14. EXISTING, PAVEMENT TO BE SAWCUT IN ALL AREAS
I �;Q- -4 B • o B w ENFORCEMENT o�ppF / WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING.
' • / / //�� 15. MONUMENTS SHALL BE STONE, PRE -CAST CONCRETE OR
i / / / / / I e�•�G`�F� / CONCRETE POURED IN -PLACE WITH MINIMUM DIMEN510145 OF
II �I PARKING C I / / / / / //
n , , / I ��5 / 4-INCHE5 BY 4-INCHE5 BY 3G-INCHE5, SET VERTICALLY
_ - BUMPER REQ D. / / / / I L /
r Ln a- I TYP. / i / % / / GF IN -PLACE. THEY SHALL 6E MARKED ON TOP WITH AN IRON OR
I N -II C„ 170 / c,`ti/�� / / / ��� / // I I / COPPER DOWEL 5ET FLUSH WITH THE TOP OF THE MONUMENT,
I loo I VAN ACCE551BLE / i �, / �' `' / F / / /
I , w J II HANDICAP p G co ioo / / dd / / I 0 JI SCORED ON TOP WITH A CR05S. MONUMENTS TO BE PLACED IN
cn IZ ® qJI B SPACES <<v / / `V/ // ° o cn
I m m 51GN REQ D. z / �, / / / / 5TREET5 5HALL BE OF BRA55, IRON OR STEEL PIN, 24-INCHE5 IN
LOT 6 ~� 'oL----- w oI TYP. J�P�°F� / �� I F� y / / // / / 9- / �/ �I
m " G �� / F ; °O ,�P/ / / F,P / / N / o LENGTH, 1/2-INCH MINIMUM DIAMETER WITH 1-1/2-INCH MINIMUM
1.46 AC I a I LOT 5 ��`'��°�G / F �% , ° O /�' / / / o i / / o0
�, 1 I O o / / DIAMTER HEAD 5ET VERTICALLY IN -PLACE.
ZONING B-3 `� a 1.83 AC Q F° �P�
I ao ZONING B - 3 �o��o
OA
PROP05ED OFFICE5U1L®INS
AI 8' 24' '• ��G�°�
--------------------J120' 5a 15,220 5F ��1G �
-;----------------------------------------
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- - _ _ _ 30' BSL- - - - - - - - - •' 30' BSL & GREENBELT / � �� / °O�� / / 00 /
30'DU&SE I -- - ---------3O'DU&SE - - ------ --�� -7/
DUMPS E
PARKING SUMMARY
REQUIRED:
15,220 S.F. ® 1 SPACE/300 S.F. =
51 SPACES
ACCESSIBLE SPACES
3 SPACES
PROVIDED:
STANDARD PARKING (9x20)
48 SPACES
HANDICAP PARKING PROVIDED
3 SPACES
( INCLUDES 2 VAN ACCESSIBLE )
TOTAL PROPOSED PARKING
51 SPACES
L - - - - - - - - - - - - - - -
ENCL05URE /�/ / / /���P� /%' �p0\,,��J��� / /
°d/p�0��`��� I -------------------- LAND DESCRIPTION
MISC.�REE�LI)JE/ LON P�OIRERTY-RNE \ \ / \ /' \\ �/ ,' //� / C�Q�00/�0�� / i (LOT 5)
-� _ 1 \ _ _ 1 \ 280.50' r / / ///
- - - -� -- t - - - - - 1� - - / The below described parcel is based on the unrecorded Land Title Survey by
S o0�°Lo'4 - 5 �.00' ^�� 1 tik / �° 0 tip 'f�� o0 2„ \� / �� / y/
J Schneider Engineering Corporation (Project No. 904.60) certified by Richard H.
_ _ _ - _ _ _ \ / ROU RED IN�P�A, CE\ _ - / \ _ / / / / / / / / I Miller (RLS#860001) and dated April 5, 2000.
5 8' REBAR
- - - - C ON.0 BETE dAONCTkN T / FN D. / � /
8' ASP. PATH - / / / I Part of the Northeast Quarter of Section 28, Township 19 North, Range 4 East in
----------____ WITH IRON-DDWELTO / / /� /
- - - - - bE�r' EZBY � Hamilton County, Indiana, being bounded as follows:
/ l 1 11 PROP05ED ROAD
CONTRACTOR. / / / 11 _ (BY OTHERS) Commencing at the Southeast Corner of the Northeast Quarter of said Section 28,
POURED IN -PLACE Township 19 North, Range 4 East in Hamilton County, Indiana, being bounded as
CONCRETE MO MENT follows; thence North 89 degrees 35 minutes 24 seconds West (assumed bearing)
/ WITH IRON WEL TO 200.00' 579.48 feet along the South Line of said Northeast Quarter; thence North 00
EXISTING 1 1/ / degrees 20 minutes 43 seconds East 874.50 feet parallel with the East Line of
VEGETATION / 1 BE 5 Y I said Northeast Quarter to the southern boundary of Delaware Commons at Hazel
SAN. MA HOLE / C TRACTOR. I Dell Summit (recorded as Instrument Number 199909957250 in Plat Cabinet 2,
TC=765. 3 1 / 11 _
12" P (E)INV=748.45 / - - - - - - - - - - - - - - - - - - - - - Slide 326 in the Office of the Hamilton County Recorder); thence South 77
8" PVC ) NV=748.80 degrees 52 minutes 47 seconds East 298.33 feet along said southern boundary to
12" (W) I N V= 748.51 / 11 1 - - fi - - - - - - - - - - - - - - - - - - - - - - - - the southeastern corner thereof, also being the POINT OF BEGINNING of this
description; thence North 00 degrees 20 minutes 43 seconds East 280.50 feet
1 i - parallel with the East Line of said Northeast Quarter and also along an eastern
boundary of said Delaware Commons; thence South 89 degrees 55 minutes 53
seconds East 227.43 feet parallel with a southern boundary of said Delaware
PROP05ED G PATH i 1 _ Commons to the western right of way line of Hazel Dell Parkway (recorded as
(BY OTHERS) 1 1 l� lI Instrument Number 9809867476 in said Recorder's Office); thence South 00
p _ SUBJECT TRACT degrees 20 minutes 43 seconds West 421.32 feet parallel with said East Line and
PLUM CREEK PARTNERS, LLC along said western right-of-way line, thence North 58 degrees 05 minutes 21
INSTR. # 99-57375 seconds West 286.92 feet to the POINT OF BEGINNING, containing 1.832 acres,
GROSS - 14.738 AC.f more or less.
NET MINUS R/W - 12.266 AC.f
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ZONING B-3
DELAWARE COMMONSAT
HAZEL DELL SUMIT
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INSTR.250
INSTR. # 1 99099517
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CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others ) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
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CERTIFIED BY
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REVISIONS
PER TAC 4 OWNER 02/05 /01
PER PLAN COMM. 02/2G/01
PER SPEC. STUDY 03/15/01
SHEET NO.
C11
5OF13
®ATE:
12/22/00
DRAWN BY:
PIED
CHK'D BY:
GRIDJOB
N®-
IN2000.0638
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EASEMENT. PLANS �OR LOT G PROP05EP 4' I1 N N
PENDING APPROVAL-b"TY OF CONCRETE
/ CCARMEL
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----------------
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'N — — — — — �• aJ �yh (INSIR. / 9809806591
421.32' _ RWLINE-POUREDIN-PLACE S 00°20'a3' W - PROP05E0 4ROUN000NCRETE MONUMENTMOUNTED 51GN 30'DU&SE &WITF1 IRON DOWEL TO GREENBELTREQuND.
jE SITE 9E SET BY O' BSL,LINE (TYP) CONT$AUOFi----- ------------------- — VVV///JJJGYJJJ 4
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LOT 5
a 1.83 C \yP Q�?F�6••/
$ ZONING B-3 0��' / o�pd
a /
24' -0 S PROP05ED OFFICE WILDING
'0. 15,220 5F
30' BSL & GREENBELT /
. ••------------ ��. --—J''-J—
// MIsC.�NEQ Tt+E `\
s o•-s�.00' ad \ v"� '�'� 'C/i +Y )Io 2• \e T`---
�. CURED INIPLACE
W/0010' PROPOSED
-•••, ENCROACHMENTS
EXHIBIT "B"
---------------
PROP05ED LALSE 0
2
RETAINING WALL NORMAL IPOOL R��=y �00
YrO1"N°1°;
—PROPOSED SHADOW
—
DOX FENCE WITN
-5RrCK-PIE957-
/
—
INTEGRAL TO
RETAINING WALL
/�i
REGULATED LEGAL/
/
SCALE: 1 °=60� SHEET N0.
AinMERICAN CONSULTING, INC. DATE: 05 02 01
Architects 4165 MILLERSVILLE ROAD
Consultants INDIANAPOLIS, IN 46205.2998 DRAWN BY: PED 2
Engineers (317) 547.5580 FAX: (317) 543.0270 CHK'D. BY: GRD
Copyright (C) 1966-2001 by American Consulting, Inc.
JOB N0. IN2000.0638 OF 2
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