HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Site DevSEE SHEET C203 SEE SHEET C202
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M.P.G. 776.8 ` �� /
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` � X00 / 4 317 9 \ ' ,40 BuIU*G SE Ac'` 1 S,D.,LE, do U.E �'a 4 ' / 36' ONSPAN BRIDGE (BY OTHERS)
\ �,• �� \ \ ' / 318 /W ' `� 1 321 } }
\\ 9 s°' .` P G Q�`�Mi "4.6 ! J o I 72 } , 75.0 } ' C. A. s'
,► M:P. t t
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g / I 319 I X775 �} a NO es+�
\ �► Y \ / �/ ( M.D.G. = 775.21 S. NO
NO BSMT t-' 1 / // , t t`.�`♦
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X�'�, % � '� 9 G\ ON �'
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265
let
OND 2
.• (tea ,-
\ NORMAL POOL ELEV. = 768.0 f , � \ ,'j` 'fi D. E., U. E. do L, E.
\ =4 100 r, LEV'. 770.2
BOTTOM ELEV. = 753.0 t "/
.�d 8' 8.8' 8' 5'
% 4 Min.
\ \ \\ \ ` ��� - _ / 100 "R. FLOOD ELEV. = 770.2�-
\\ + JL 2-�4-'i -
`h NORMAL i POOL 768.0 t '
S T� A9 ER OSION CONTROL BLAWET ( S150 Min. REQUIRED
\ J
S 05'29'21
3' i 14 or HYDRO SEEDING W/ MULCri
N 2t3 i 1 _Y., !' `- TOE IN BLANKET 2' Iain.
75 775.8 2
\ `\ S1 `-R a r� % / I-�� 1 i - SAFETY LEDGE
GRADING NOTES
1. Elevations noted at centerline of street are too of curb & Straw bait dams, sedirrent pits and sl; fences shall be0/ 7s9y / 1N
elevations at that respective Stct+on, utiized to control erosion See erosion control \ \\ 1 /E�.'L0�N1 +'e ,'
specifioatons and erosion detoils for additional
2. See Street Plcn k P,ofBe sheet for ad0tional grades on ' information See Soll Erosion Plan for additional
street areas. information.\
3. It is the intent of these plans to use ail excess 91 4. Ec thwo Balance. The Corrtroctor she# confirm all \ 3�/ �,- �� QF � 140T0T TO SCALE
F
material onsite Borrow its in nonstructural fill areas earthwork Quantities p1ar to start of construction. ff \ � � � , i M\
an excess or short or earth is encount the L\ ! 7705 Z
may be utilized to obtain suitob{e �I materiel and � ted. -
waste topsoil Contractor shafi conftm with the Owner and Enoer therequ
\`✓
4. Topogroohic and olonometric information from photograpNc reR►ents for stockpiling, removel or imparting of YE R R OP ER T � LEGEND
ND
compilation by ethers. Accuracy has not been totally i
confirmed by DAVIS homes. Minor odostrnents to the grades may be require to obtain `\ / `� e
earthwork balances when manor excess material or
5. Building pad areas designated for fell for fiture
sho toges are encountered It �s recognized by the
buildings shall be constructed of suitable fat material } � , , , � SANITARY S E WE R
and compacted per specifications. All fill areas for Parties hereto that the caWat,ons of the Engineer in
bwlding aYos ore to be stripped or topsoil prior to detemining earthwork quantities shall be occompWied in / o ,, 5.28 A c . TYPICAL P A D
placement of fig accoridance with tht American Society of Civil Engineers \ t • SANi. LATERAL (TYP.)
Standards for such calculations. Further, that these SHOWN FOR REFERENCE ONLY
SEE PLAN alt PROFTL.E SIfE75
6. Contractor shat! presence existing trees wherever coicutotions are subject to the intervretations of sol
Ir SEE ;
possible. Owner and owner's reprewtotive sholi be borings as the physical limits o` the various sol types, \ ` �,V • ..,�_�._�.- s,.�.�_ - w..- _.
consulted for clearing Limits Clear`nq limits shell also the allowable variation i+ finish grade ono \ f
c fitted the contractor, and that I of \ ` �. `� �` � / 440 IYP. STRUCTURE � M.P.G. =781,0i'
I MINIMUM PAD GRADE
consist of all trees within street areas, utility ornpoetion Perrin tr all J # 41 N M A
e� Y STD. MANHOLE l lNU GRADE FOR �!''�`
installation limits and cut and fyl areas. Geared these parameters may cause eiter on excess or shortage + i9 5 `�� �� f° FLOOD PROTECTION f
70'
trees may be buried onsite ct the aaection of the of octad earthwork mate►ids to complete flint project. `�shortage
ch on adtU01 mina excess ar short
owner's r�resentative. !f age of moteriah ��� .-`� ,� STORM SEWER
_
7 A1l topsoil enoll be placed in mounding areas ar+C occurs, tin. contractor shelf contact the engineer to \t
nonstructurd All areas Upon completion of mass determine If odjustTents con be rode to correct the v r `<�i P �' LOT BE LATERAL CURB INLET$
inbotance of earth DONT �+aF AUnON:
` ` (CAP 1e!' t3EHIND CURB;
ecxthwork, Topsoil shall be spread to 0 depth Of 4 t0 6 � �" LOC ALL EXISTING UNDERGROUND
Inches in as b to are seeded such as lake mopes, mound 10. Spot Elevations - n during the constructor or surrey DIG UTILITIES SHOWN ON THIS PLAN ARE BASED -- 6' PiPE UNDERDRAJN (SSD) � sti ,.a sB as war sw w. r FLOOD WA Y LIMITS
ureas, areas between curt and ciecra,g limits, and ap layout process it Is determined that tthee are V1
disturbed areas. iayo tkpm t elevations n UPON ABOVE GROUND EMENCE. ( including,
spa property construct the BLIND but not limited to, manhoies, inlets, volvs, & CONTINUOUS UNDER �1R8
project or the design grades appears to 5e too steep or Torus mode upon the ground by others.) AND ) DITCH GRATE $TORi1 MANHOLEAct for on-site conditions, the contractor slat ARE � ARE SPECULJ111VE 1N NATURE. THERE MAY ALSO � n� PROPOSED FLOOD ROUTING
tint a*" to adJust a odd additional elevations as BE 074ER EXISTING UNDERGROUND UTILITIES �,�\
FORWlilCH THomr- iS NO ABOVE GROUND EVIDENCE ` R P RAP
reqiht'4`" 0.0 PROPOSED SPOT GRADES
1-800-3T82-5544 �,,OR rOP� TME NEOXA ROVE GRi L N E s DCE WAS
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£rrST*4 UNDERMOUIND UTILITIES SHOULD 5' Rap - f6' PEJtt�PATID �0 0.50 X M+n SEC
STEE7 END TION t
BE VERIFIED By THE CONTRACTOR PRIOR
1-800-428-5200
�* NO SUMP PUMPS ARE' TO BE DISCHARGED
FOR CALLS OU1'9DE OF MtDIANA "O ''�^' ANI, ALL cONs>RucnoN. TO REAR YARDS. PUMPS TO BE CONNECTED TO
SSD LATERAL IN FRONT OF LOTS
TYP. LAKE SECTION
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