HomeMy WebLinkAboutL010.0 Existing Slopping Plan 12911 N. MeridianINV. 865.61 U.S. 31
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NOTE: DETENTION PROVIDED BY NOTE: IN THE EVENT INDOT OBTAINS THIS
POND "A" IS FOR PHASES 1 &' 2 RIGHT-OF-WAY, PROPERTY OWNER SHALL ` _ ,868
ONLY. FUTURE PHASE 3 WILL; BE RESPONSIBLE FOR MAINTANING _ - -
I \
� REQUIRE SEPARATE DETENTIO�. ADEQUATE DETENTION STORAGE. \
\
END SECTION
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\ 34 OVERFLOW' / 864.2
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� DEVELOPMENTQ �
-_ -_ - -� - 869 �� JI // \ // COMPANY LLC Z I Q
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868 � - CONCRETE SIDEWALK, CONCRETE SIDEWALK MANOR �I
//; / GENERAL NOTES HE CORP. co
Q $ c� Q
1.) PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR I Z
SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION z O
LEGEND AND CORRECT. 0
2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING \ j IL
IlL
FEATURES AS NECESSARY. o Q
EXISTING PROPOSED �oo co
3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE l
�'49 CONTOUR LINE z4s
EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE as/
�--� PROPERLY SEALED WITH A TACK COAT MATERIAL.
�6 1 0 40 80 120
o� SPOT ELEVATION 753.00 OR 75300 4.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
6 `5 50 WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB O
❑ STORM INLET 0 AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.p GRAPHIC SCALE IN FEET
5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
® STORM MANHOLE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE.
®
SANITARY MANHOLE
O
6.)
THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR
STORM STRUCTURE NUMBER
SHALL INSTALL THE FINISH GRADE AT 1 /2" BELOW PAVEMENTS WHEN
THAT
1❑
F1
SHEET DRAINAGE IS PROPOSED ACROSS SEEDED AREA.
1
7.)
ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
` 0
SANITARY STRUCTURE NUMBER
10o
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED
SD
STORM SEWER
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK IS COMPLETED.
CONCRETE END SECTION
s
8.)
T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
NOTE: FINISH FLOOR OF ALL STRUCTURES SHALL BE NO LESS
THAN 2 FEET ABOVE ANY ADJACENT 100-YR LOCAL OR
FLOOD ELEVATION (WHICHEVER IS GREATER).
DON?
DIG
BLIND
'HOLEY MOLEY' I
1-800-382-5544
CALL TOLL FREE
SHEET NO.
C300