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No.
920299
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CERTIFIED BY�
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REVISIONS
10�97 Q.A. REVISIONS
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PENNSYLVANIA STREET
NEW ASPHALT TO SLOPE TOWARDS
EXISTING ASPHALT AT 1.00i
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10' TRANSITION FROM
6"vCURB TO ROLL CURB C 851.
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- 853.20
M.E.
852.30
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53.20 G 852.6p 853.26 853.70
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852.19
852.45
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NEW ASPHALT TO SLOPE TOWARDS
�ti EXISTING ASPHALT AT 1.00% p�NQ
PIPE
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B TO BE CONSTF
TOP OF CURB IS
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BE CONSTRUCTE
OF CURB IS 0.5'
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851.52
MATCH EX�S(ING PAVEM��1T GRADE
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- C 851.80 • °� C 852.06 - vv "° 5Z 95 V VJJ. VV �
G 851.30 G 851.2 85�.38 G 851.56 C 852.55 C 852.65 G 852 60 G 852.45 ' '
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.� , -, � f ° °� G 852.05 Y' " °� G 852.15 , W�� _
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' ' ' ' C 852.88 \ .......................... ..........................: .�' C 853.05 � .................... ........ ...... C 852.85 ` . ........................... ...... ... .. ............ ............................ C 853.10
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`•._ -- ` _ j ; ! `•. - G 852.38 : - G 852.35 �
C 851.90 C 85Z.24 �'. ' G 852.55 �': G 852.60 �/
.. C 852.6d C 852.88 C 852:98 .. C 852.75 ��;,,_,.,:,
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:
1.
85 20 G 1.4
85 0 1.74
G 85 C 852.48
C85.9
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850.70 ............. .:....... G 851.98 �� G 852.18 G�52.38 G 852.48 �''�•......,.4. ; G 852.49 � 852.25 ;�:;,;:: ��,.„.���; C 853.53 C 853.61
. .......................................................................................�................::,..�::,:::�..................................; : . _ G 853.03 G 853.10
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C 651.50 � C 852.40 �52:74 _ _----....._ C 853.10 _ .. ... .. , . .:.-:,...�.._... _; ............____..._ __ ..................._.___.._ ....... ._.......... ___ _
_..._. .�._........._.._._ _ ..__.---_._ . .__.
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' C 853.14 ` C 853.31 C 853.48 C 853.46 "
851.00 G 851.90 G 852.24 G 852.60 C 853.42 C 852.87
�, : G 852.64 : G 852.81 G 852.98 G 852.96 � ,
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:
-.-------- : i G 852.92 G 852.31 ; ':,
CURBING TYPE TO BE ' � MATCH CURB � j (
CONS�STENT WITH CURB WHICH ( 852 99 C 853.28 �
' i G 852.78
RQOCATED IS BE!NG.CONN�CIE�...T.Q...._._..__.__.a53:�a..j . __...__._. � :
C 852.20 1 - .....; ........................_---___.____.................. 1 _ _ '
F'IRE HYDttAlfi • ,._ ...................................._-___.._�_.._..._..._....................................... ____..-._...:::.:.:::.:..�.::::::::::::.--::::�::.�.-•,_-: _.._._..........
G 851.70 � - �
� CURBING IYPE TO BE : .. . ...... ... _
: CONSISTENT WITH CURB W�-IICH ,'
' � �° --°�-�- ` IS BEING CONNECTED TO :
� ss3.�s ;
1,..0 . .... 853.84
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GRADING NOTES�
� ': -T: ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURA� FILL AR S. UPON
� __........COMPLETION OF MASS EARTHWORK, TOPSOIL SHA�L BE SPREAD TO A DEPTH OF FOUR TO SIX 8. WHEN NO VATIONS ARE SHOWN, ALL REPLACEMENT OF ASPHALT PAVEMENT SHALL BE
� ............ -- _. , ;>.,
� (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, ARE� ��'' � SO THAT POS VE DRAINAGE WILL RESULT.
� •�.,�/.� .. � J.,',
BETWEEN CURB AND CLEAR�NG LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND
PARKING AREAS, `�-��r� 9. SPOT ELEVATIONS - IF DURING THE CONSTRUCTION OR SURVEY LAYOUT PROCESS IT IS
\"�`�r� DETERMINED THAT THERE ARE INSUFFICIENT SPOT ELEVATIONS TO PROPERLY CONSTRUCT THE
2. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL �?ROJECT OR THE DESIGN GRADES APPEAR TO BE T00 STEEP OR FLAT FOR ONSITE
EROSION. ', �ONDITIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO ADJUST OR
\'�l, mDD ADDITIONAL ELEVATIONS AS REQUIRED.
3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND 1
VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION 10. TOPOGRAPHIC AND PLANIMETRIC INFORMATION FROM PHOTOGRAPHIC COMPILATION BY OTHERS.
UMITS. �CCURACY HAS NOT BEEN TOTALLY CONFIRMED BY PAUL I. CRIPE, INC. ANY DISCREPANCIES
; HALL BE REPORTED TO THE ENGINEER.
I 4. AREAS NEEDING FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED
� TO 95� STANDARD PROCTOR. ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL PRIOR HIS ENGINEERED SITE PLAN DOES (NOT) DISCLOSE THE REQUIRED 100 YEAR FLOOD ELEVATION
i TO PIACEMENT OF FILL. R WETLAND RESTRICTIONS IN COMPLIANCE WITH REQUIREMENTS OF THE INDIANA DEPARTMENT
� F NATURAL RESOURCES (IDNR), THE U.S. ARMY CORPS OF ENGINEERS OR THE FLOOD
5. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S �;r NSURANCE RATE MAPS (FIRM). THE LOT OWNER OR HIS ENGINEER SHOULD CONSULT THESE
REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL .,���� �OURCES BEFORE PREPARING SPECIFIC SITE PLANS RELATING TO BUILDING IMPROVEMENTS.
CONSIST OF A�L TREES WITHIN STREET AREAS, UTILITY INSTALlATION LIMITS AND CUT FILL �� `'
` AREAS. `` � � '`'
r
c�:
``=�' �tY CONSTRUCTION BELOW THE 100 YEAR FLOOD ZONE "A" REQUIRES PERMIT FROM
6. EARTHWORK BALANCE - THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR `z�'
TO START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE �;-� EDERAL EMERGENCY MANAGEMENT AGENCY (FEMA).
NY CONSTRUCTION IN FLOODWAY REQUIRES PERMIT FROM INDIANA DEPARTMENT OF NATURAL
� CONTRACTOR SHALL CONFIRM WITH THE OWNER AND THE ENGINEER THE REQUIREMENTS FOR ESOURCES (IDNR).
STOCKPILING, REMOVAL OR IMPORTING OF EARTH.
7. STRUCTURES 701 & 702 ARE STORM INLETS TO BE CONSTRUCTED OVER EXISTING STORM PIPE. '
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CASTINGS TO BE NEENAH R-3286 OR EQUIVALENT. I
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REVISIONS PAUL i. CRIPE INC.
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7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA 46250
____ (317) 842-6777
:I'1MAI"(IC-
M HAM G54
RONZE DISK IN CONCRETE. 0.4 MILES SOUTH OF 116TH ST. & 100 FT. WEST OF CENTERLINE
F SOUTHBOUND LANE OF U.S. 31 AT RIGHT-OF-WAY FENCE. ELEV. = 844.04
• CIVIL ENGINEERING QUALITY ASSURANCE:
� LAND SURVEYING //��t%�Q/
• ARCHITECTURE � �
• LAND PLANNING DATE : �_ ���,��
851.50
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C 852.:
G 852.(
C 852.7
G 852.2
DATE: 04-05-19g7 TIME: 14:00 FILE: 0: \199
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i 852.00
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853.
DATE: DRAWING TITLE:
04-°7-97 GRADING 8c UTILITY PLAN
SCALE:
1 "= 30'
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30
BO C 653.1 �
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JCTED
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GRADING PLAN LEGEND
PROP06ED CONSTRUCTION
PROPOSED PAVEMENT SPOT GRADE X 800.00
MATCH EXISTING GRADE X M,E,
PROPOSED TOP OF CURB GRADE C 800,00
PROPOSED EDGE OF PAVEMENT GRADE X G 799,50
PROPOSED DRAINAGE FLOW ARROW (DIRECTION) - -
USER: qilfra
MERIDIAN PENN PLAZA
DWG. TYPE FILE NUMBER SHEET:
J08 NUMBER C�O�
__ 970343-20000