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• STRUCTURE No.1
NEW 24" SQ. PRECAST CONCRETE STORM
INLET (CASTING: EAST JORDAN V- 4875 -1)
TC 748.30
INV. OUT 12 "sdr26= 746.76
1 1 1 1 1 • STRUCTURE No.2
80.74 L.F. OF NEW 12 "sdr26 AT
1 0.31% SLOPE
1 I C I I
I I I I • STRUCTURE No.3
NEW 24 "x36" SQ. PRECAST CONCRETE STORM
INLET (CASTING: EAST JORDAN V -5360)
TC 748.30
CENTERLINE INV. 12 "sdr26= 746.51
\\ -1 �lb
0 ° �� S 00800900" 530.0'
• STRUCTURE No.4
(2) 90.94 L.F. OF NEW 12 "sdr26 AT
0.31 % SLOPE
• STRUCTURE No.5
FORMED CONCRETE ENDSECTION
INV.746.23 EXISTING PAVED LOT
match exist.
pavement
o
72.0 sq.ft. OF NEW RIP -RAP
STONE (TYPICA )
9. 59.0 L.F. OF N W 5' -0 "wide
74 CONCRETE SWA E INSTALLED 7.15
AT 1.55% SLOP (SEE SITE
DETAILS SHEET 2.1) �
STR. � 1 747.00
HI
�f >- - f� ° 9� NT GE
r
If U_ C �I EXISTING guaLoiNG
0
TOTAL 12,076.4 sq.ft. (2 STORY)
0
rK
It
I '� \ ` 1 j STR.5
°
LO
LO
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z ` �o I h
23
'1 m ` 100.0 sq.ft OF RIP -RAP
STONE (TYPICAL)
\ / 0 g� 3� g Ago. ho
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�� �I ! I I 1 t ► r '! t �_ ! ! / 'r - f ��' + '`o 746.11
0
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1 I I 1 I I 1 l ! i l � /•0 / \� \ y� �
V
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0 „ -�..� "`...,.,- ! ! ,l / I l l i/ / // 1��' IS`�. �' \ V 154.0 L.F. QF NEW 5, -0�, wid
N 00000 00 150.0 ` ` _ , ! Fr
�` I /l / 1 , ,/ / /1 ~8� /\ \ � � V CONCRETE SCALE INSTALLED
I l 1 / / / k \ AT 0. 6% SLOPE -CSEE SITE 745.93
380.00 ' '� ` I l l / / , / / L /�,� / \ \ DETAILS SHEET C2.1F)
LAKE SHORE DRIVE
60.0' RIGHT -OF -WAY
EROSION CONTROL LEGEND.
/ \ // / // 50.0 sq.ft. OF NEW RIP -RAP
1/ STONE (TYPICAL) 745.75
TEMPORARY SILT FENCING �''� ~ .� oQ' \ / / / l �`\ EXISTING METAL EN SECTION i
+ DSEE EROSION CONTROL STORM DRAINAGE AND GRADING NOTES �/ / / / TO REMAIN
ETAILS PAGE \ / // �~` / / �` (STING ELLIPTICAL METAL /
(� ) 1. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING ``��' \ / / /�� / / ' CEUCtTII PIPE /
FABRIC DROP INLET EROSION THIS WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTf�RI� �•. /1 f l / i
® FABRIC DRO SEE EROSION 2. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY \ \\ �"� / // // / /
{ CORNERS AND REPLACE ALL PINS ELIMINATED OR DAMAGED DURING \ \ / `j\ i
CONTROL DETAILS PAGE) CONSTRUCTION. \ �L*DSCAPE LEGEND � ''•� � // / \ ``�� /
�.
LEGEND: 3. ALL PIPES ENTERING STORM SEWER STRUCTURES SLL BE GROUTED TO
ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT. DECIDUOUS SHADE TREE
4. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OF CENTERLINE OF`\ STRUCTURE BOTANICAL NAME: ACER SACCHARUM ~ '20. Q
`b
o. PROPOSED SPOT ELEVATIONS . ` - COMMON NAME: SUGAR MAPLE ~ j �9, "`';�► �\
+`b 5. GRADES SHOWN ARE FINISHED GRADES. FOR BUILDING SUBGRADE ELEVATIONS C14PER: 2 1/2" (single stem) 58 /
REFER TO ARCHITECTURAL PLANS. QUAN ` / f
- ---gQ� EXISTING CONTOUR LINES 1 � ``�
1+ 6. ALL DIMENSIONS OR COORDINATES SHOWN TO BUILDING ARE TO OUTSIDE
top of curb 7. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. EVERGREEN (SPR L�lG) SHRUB
O JUNIP�US
pavement PROPOSED SPOT ELEVATIONS THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE BOTANICAL NAME:
q, LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE COMMON NAME: JUNIPER �
�o DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER OR ENGINEER HEIGHT AT PLANTING: 24 �1 (MIN )\
�
PROPOSED CONTOUR LINES 8. THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF QUANTITY: 66 FILL AROUND ALL LANDSCAPEING
HOLEY #
"DON'T
DIG
BLIND"
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CUL TOLL FRU
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FOR CUMIDE OF ►
LMM DISCLAIMER
EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS
PROPOSED STORM SEWER PIPES
ALL UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROUND
UTILITIES WATER, SANITARY SEWER, STORM SEWER, ELECTRICAL
AREAS WITH MULCH BEDDING
MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN
CONDUIT, IRRIGATION SLEEVES, AND ANY OTHER MISCELLANEOUS),
`
THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED
SHALL BE IN -PLACE PRIOR TO THE PLACEMENT OF BASE COURSE
ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS
® PROPOSED PRECAST CONCRETE
INLET (SEE SiTEWORK
g, ALL FILL AREAS TO BE COMPACTED CLAY ROLLED IN WITH A SHEEPS
--_ ---
BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN
DETAILS)
FOOT ROLLER IN 8" LIFTS AND COMPACTED TO 95% STANDARD PROCTOR.
SITE GRADING AND LANDSCAPING PLAN
PREPARING THIS DRAWING. THERE 1S NO GUARANTEE AS TO THE
VERIFICATION OF THE COMPACTION SHALL BE DONE BY AN INDEPENDENT SOILS
TESTING COMPANY AND ALL TEST RESULTS SUBMITTED TO THE ENGINEER.
SCALE: 1"= 20.0'
ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL
RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS
EXPRESSLY DISCLAIMED.
IN
Baxter roc SET
E,ng iTte er2n.g► L. L. C.
410 North U.S. 31
Whiteland, Indiana 46184
Phone No. 1 (317) 535 -4094
Fax No. 1 (317) 535 -3012
Email: info@baxterset.com
.. . 1111111111n,
07019 June 26, 2007
Drawn By: Checked By: Scale:
JSP tab 1 1 " =20' -0"
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Date Stamped:
June 26, 2007
THIS DRAWING IS THE PROPERTY OF
BAXTER & SET ENGINEERING, INC.
AND 1S NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREIN.
SHEET TITLE: