HomeMy WebLinkAbout04080122 Site Plan •
The Schneider Corporation Engineering Note:
e901 Otis Avenue Surveying drawing is based on construction plans or record drawings,
Historic Part Haaiwd landscape architecture and is not based upon a field survey. The Schneider Corporation
mdlmepo71 hrdima 48216-tan Geo•lAS does not warrant the accuracy or sufficiency of this information.
��a 917-826-7200 roman Contractors should verify existing conditions prior to any
ide1 317-828-7200 Pax construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately, failing to do
so results in the contractors assumption of all liability.
This Plot Plan Prepared For. R.H. of Indiana Plot Plan Legend _
PROVIDENCE AT OLD MERIDIAN — PHASE TWO nDn.O Proposed Grades VB04.0021263
Block # 12 000.0 Existing Grades
Lot # 1202 ---000.D--- Contour Grade 0
Instrument 1 200300118575 * Approx. Lateral Location BLOCK 12
PC 3 SLIDE 300 — a — Sanitary Sewer Lines
e —=r— Storm Sewer Lines LOT 1.202
Replat Blocks 2-18 v — Water Service Lines
Sub-Surface Drain Lines - 1- 350_SE —
k)_StNR19Ilt„ -2 66 — -- g Manhole (Sonitrain Lines
Storm) - o — - — —
PC 3 SLIDE 442' ® Beehive Inlet (Storm) °ESP
SEC 26, T16N, RO3E ® Curb Inlet (Storm)
1036 CAVENDISH DRIVE D End Section (Storm) 0
Al Eire Hydrant Assumed North
Prepared Date: 08/10/2004 : By. JOG — _,_ — _=o —Flow Line of swale Scale : 1' = 20'
Buyer(s): INVENTORY Building Line (BL / BSL)
Easement Line Note:
Builder to ensure P ositive
Sod Calculations: Note: Sanitary Sewer
Cane Drive = 489 SFt Top of Casting Information drainage away from structure(s).
Public Walk = 160 SF± Upstream Manhole, TC= 853.00
Private Walk = 24 Sit Downstream Manhole, TC= 853.60
Sad = 35 5Th , ENTIRE LOT per plan.
EXISTING IRREG. WIDTH R/W
7.8'
. '5.8'i;9.8'
90 93 WALK
- j 20.00' 24.50'
I )R WALK�OR WALK"
•
�L, 19.58' iI 24.:
3 LOT# 1202 i LOT#
I/ LOCKERBIE A/ & LEXINC
' ST. CLARIE A REM 3
to mu & MSY n _ Fl
=RES FFE= 6 85
'e 855.1 . r7 €vi
-
CD
�$
24.
20 42'
1.0' 19.0' 15' 1' 18' SD.&.U.E.
DRIVE D
' + 20.00' 24
ST
BLOCK A - 1853.301 `CURB
COMMON AREA
IRREGULAR
A.S.D.&IJ.E. S 853.20
TC = 853.60
CAVENDISH DRIVE PER PLAN
H
NOTE:
THIS DRAWING HAS BEEN PREPARED
PER THE CLIENT'S REQUEST BY SCALING •
PROPOSED IMPROVEMENTS FROM 4
CONSTRUCTION PLANS SUPPLIED BY OTHERS AND
NOT ELECTRONIC DATA FILES.
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SIGNATURE DATE
SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.
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