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°• 25'�7'>]t 9059 03 i - - 25' D.&LI.E.&-m. 9_907908 906---
-10PE 50' DECEL LANE 906-
10 ASP ALT PATH 2' N_.E. - - 100 TAP
0' TA4=
a 10' ASPHALT PATH - 2' N.A.E. - -- -
•. 2' N.A.E. ,. --
MEMENEMg
O
- -
905.4 906.4 90 .4 08.4 ° ° • r�
-BORE 9 4 e 4.4 ee: ee.--- --
_U 131ST STREET
131ST STREET
- _
98
FOR STIR. #197-199
SEE SHEET No. 19
FOR PLAN AND PROFILE BENCHMARKS:
T.B.M.#1 (S&A) - NAIL SET @ S. SIDE, TEL. POLE ON THE
S. SIDE OF 131ST. APPROX. 70'± W OF W PROPERTY LINE
1.5' UP FROM GROUND.
ELEV.= 916.10
T.B.M.#2 (S&A) - NAIL SET ® W. SIDE OF PWR POLE ON THE
S. SIDE OF 131ST APPROX. 130'± E. OF E. PROPERTY LINE
1.5' UP FROM GROUND. POLE #55-125
ELEV.= 906.04
S&A CP (M4) - REBAR SET ® S. SIDE OF 131ST APPROX. 300'±
E. OF W. PROPERTY LINE.
ELEV.= 911.65
NOTE:
ALL OFF-SITE DRAIN TILES SHALL BE TIED INTO THE
PROPOSED STORM SYSTEM OF THIS SECTION (WHERE APPLICABLE)
NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, LIGHT POLES, OR OTHER SUCH
AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY.
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95% OF THE
MAXIMUM DRY DENSITY USING THE STANDARD
PROCTOR TEST METHOD.
NOTE: SIDEWALK ADJACENT TO COMMON
AREA TO BE INSTALLED BY CONTRACTOR.
EXISTING GRADE-,
TYPICAL LAKE CROSS-SECTION
N.T.S.
GRADE
SCALE: 1 "= 50'
LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
===O- = EXISTING STORM SEWER
® PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
--� - PROPOSED STORM SEWER
'000 - PROPOSED SWALE
PROPOSED 4' SIDEWALK
(BY HOME BUILDER)
LOT NUMBER
905.7 PAD ELEVATION
PAD SIZE 50'x55'
HOUSE TO BE EXTENDED BACK TO 70'
I I
L ------j
DENOTES 4" SUBSURFACE DRAIN TO LOT
- ----s- DENOTES 6 SUBSURFACE DRAIN
ROLL CURB
ASPHALT PATH
N EX.
NOTE: WIDEN WEST BO
WI TH A 3'- 0"
ACROSS ENTIRE
"HOLEY MOLEY"
SAYS:
UND LANE 3'-0"
STONE SHOULDER
FRONTAGE.
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILMES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not rwreed to, manholes, inlets, valves, do
marks made upon the ground by others.) AND
ARE SPECULATNE IN NATURE. THERE MAY ALSOIUITI
BE OTHER DUSITING UNDERGROUND UTES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE DR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
1-800-382-5544 OF SAID EXISTING UNDERGROUND U71LMES
SHOULD BE VERIFIED BY THE CONTRACTOR
CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
C
m
a
�Q
Quo .
No. i
19358
STATE OF :`�?
N
O
0
0
w
o-
W
U
SCALE: 1 "= 50'
LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
===O- = EXISTING STORM SEWER
® PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
--� - PROPOSED STORM SEWER
'000 - PROPOSED SWALE
PROPOSED 4' SIDEWALK
(BY HOME BUILDER)
LOT NUMBER
905.7 PAD ELEVATION
PAD SIZE 50'x55'
HOUSE TO BE EXTENDED BACK TO 70'
I I
L ------j
DENOTES 4" SUBSURFACE DRAIN TO LOT
- ----s- DENOTES 6 SUBSURFACE DRAIN
ROLL CURB
ASPHALT PATH
N EX.
NOTE: WIDEN WEST BO
WI TH A 3'- 0"
ACROSS ENTIRE
"HOLEY MOLEY"
SAYS:
UND LANE 3'-0"
STONE SHOULDER
FRONTAGE.
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILMES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not rwreed to, manholes, inlets, valves, do
marks made upon the ground by others.) AND
ARE SPECULATNE IN NATURE. THERE MAY ALSOIUITI
BE OTHER DUSITING UNDERGROUND UTES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE DR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
1-800-382-5544 OF SAID EXISTING UNDERGROUND U71LMES
SHOULD BE VERIFIED BY THE CONTRACTOR
CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
C