HomeMy WebLinkAbout0904.95.4r
I
� \ ` PH .6VIIE' :Ft- �-�• PHASE TWO
1
- - -- ------ - - - - -- - - - - - -- - -- - -- _.
40.0 ED
NV
' \ 1 899.90 / J I (GRAVEL)
F \ /
PROPOSED PigYO I : / (GRAVEL)
AORMAL POOL -M
BOTTOM ELEV.-OD (GRA/EV \
(GRAVEL)
IN k ► 894.00 \ I 1 1 .�
i� / / . � . ; BL7rTom ,••
�; woo t
(GRAVEL) 1 I
000
PWL 8990 o'
I 1 Ta- 903,0 7* 00 / 1V WEL)
1 1 + \ IMgR�MAL P►OQ(D �0 1 •� � i I / �` � \ -'" `' _..- - `- _. --" -- \ V / ) �
12 y / > ', \BOTTOU Ems: •'' ) / 1 / \ (GRAYED
895.76 1 +1; ; WrR ELEV.M22
41' over min
I E
9e�.5 905. ALTERNATE PHASE ONE
w t
•-• 905.7 ' (GRAVE
tl
t
EP 893.25 / / \ 1 9A 903.00 BARN /
\ `w ►� \` /S 111 Barl / /
T.C. rGRA v� I /
1 + -•. I 1 (GRAVED / I
F.H. rw-A f ; i Iasi x ! / \ , NURSERY ST
OC AREA I '
1 \- - - - - -- -- - - - - -- -� 90`5.
PAR 7NG /" I 5 \ 986.0 1 906.1 / 5.9
lo
T.C. GRAVED
\ 5 C ( �..!;� V....,.. . ''� (EDGE a< HARD SUR�ACE) / T.C.
1 11 1 \ 903.17' ! : i \ - - - . - - .� X§9066.22 / (GRAVED t
� 1 1\
- - - - -- �e> x - 64SPHAlT4 Z'
1 \ /
\ I I / I /'
I lacF -�--
�44'
IV
(HARD SURFACE) 5
_a 154E SALES ( 906� . T C(HARD SWAGE) 9w
T.C. J F. 7 : RK. G ; 09 8
6" inv- 903. 905.5
19 - - - - - - - - - - - - -PAN 1 2" NV.- 903. 0
904. ,st / ' t I
v.
1 ......
1 986 5
LEGEND
EXISTING PROPOSED
_ = _ = STORM SEWER
•7 MANHOLE
c, INLET
END SECTION
STORM STR. N0. ❑
--
W-- WATER LINE -M
CLEAN OUT
FLOW ARROW
CONTOUR
X$ SPOT ELEVATION MEN
GENERAL NOTES:
!.EXCESS TOP SOIL TO BE STOCKPILED IN AREAS
DESIGNATED BY THE DEVELOPER
2ME /NDNCAPES EXISTING SPOT ELEVAITW-
CONTRACTOR SHALL MEET EXISTING GRAD AT THAT PONT
IWHERE ME(MATCH EXISTING) IS INDICATED ON
THE P1ANS,FIELD OBSERVffJO#S StA'XILD BE MADE
TO ASSURE POSITIVE DRaNAGE
4 D NOT SCALE FROM THESE PLANS FOR SURVEY
FIELD LOCATIONS
tCHECK BENCMMAIRK WITH EXISTING GRADES
AND EXISTING TOPOGRW BEFORE BEGINNING
CONSTRUCT10N.ANY DISICREPANDES MUST BE
REPORTED TO THE ENGINEER IMMEDIATELY.
& BEFORE ANY EARTHWORK IS P£RFORMEQ
THE CONTRACTOR IS RESPONS(BLE FOR LOCATING
ALL EXISTING UTILITIES WITHIN.OR 600IRAE THE SITE.
T.SEE SHEET 7 FOR CONTRULT0 DETAILS
& SEE SHEET '8 FOR SEPTIC MOUND DETAIL
GAS PUMPS / / � _ /
SAND Codrador shall Eaaltad tb Pim ROdm Sadkn d tb State Board of HamfM (AC
"NFE \ ��� yyy���''' \ 1 ❑ 31716.3.3 Ulat Mod 15 days Ar b ay sound wmftu rki%A) alrrmp o Arown0rudb7
- - . - .. mean a fhe dk
(GRAVED ' (CtiWCRETF) 905,
\ I \ \ / 2 For nvxd 40c stars refer b fb fdbltfip g blbd* 'Steps in cw*udfng o mow d
Mderl R1 OU TSIDE ALES I �' / _ -- - \ 1 (bed- typ�Jsept of MnMr and ,bass.PUrdle Ur*Wdy.WestLfif" IN
\ ` + 993.4 \ ` 0800 S.. d� / N \ ' AAyyrrtaalt�urd E�t�►neerfng hwi TedNaoV D* SW for eba W and ma rd by fndlaa
+, w Qom' b2sm " v'rr,bwbb rr+par ar Heoltft
J. Marbr /ng wdls stall be s PVC 1pe ab perforalad wlyh I /2' /tbes ow bwgr 6' Mngfh
T1 \ Cbm tb werl godrdng d ft adl surfaa+e wNh a frm fIt or screw 00A
' 9W96. \ ` 4 .C. \ 994. 905.1 PROPOSED ` Shc Baring (GRAVE) { / 4. Sand In the mard still be Spec •23 medkm sand (IA*w Hlg"Sper,4
\ 901. 1 INN. 98�. ��' • 3 138 if pvo ASTM 0 1785 for main wel. q ge7.7 \ •!s
T.L. Div.- 5 7MY. -984 85 TANG !36' di / 6• env. 5. Sfd taS.CaYledlaw.alKf aaoexsss b dl bnks shd/ be sailed wider tfyhf b
902. -� prawn grand wdw aV surfatae wdsr Idift ion Iniv the eps w
1 c t wd1 �
+ O1 902.50!
J + , /: ) I r wo asT►, -o 4 s �' Pvo - ova } \ \ / \ &Tb bdfam d the alAsar an bed mtAStbe Mi'al Its
1 q� pff dong &Wre W#h & wbYh
1'lonitori wall ovtsI mound pram. /
1 982.5 992. - - - - - - - ��l N�- - - -.1a� _ - � I !
1 r.►.r...o / \ 1 7. Wdw service provided by /ndlarnpails Wdsr Cay
T. �/ e.d Ar 67' 9.5' � !
�� • `
�� 2. IQ 983. r --�- -x x-- '�---s� �..��s::si �iw.a " _. lr s«,d -
995. I p T.C\ 907.1 ` f Noruturing wl :ins.rul p.ri.r.tK 1. 9p8 .e t I I I ( /
983.7 905.2 905. ^K\ �nMb•pil
904.8 (p or 98%1
- x �°'°°°'. I V5�0�0
� 906.5 / -- x r - - -- -
%`• / 1 \ ntw.l• 988.5 s•, f
6 anw. 6
1+, 02 901.81 / 903. 7 9e6. I -- -- r�ALT _ - 1�) (P.-� pr,ar tor, 8 I \
1, -- - - - - -- -- - ----------- - - - - -- - -- -
loor
t SEE LANDSCAPE PLAN FOR MOUNDING DETAIL
� 1 � MaN -
\
`` � � �► ` -" -- 1� "' � -- .--- -,. �- ._.._ -- '" / it ....- --- �' ""' � ..-
1 1 90+
1 1 ,
1 1
i 1
1 1
1 1
1 ,
BENCHMARK DESCRIPTION:
U.S.C. &C.S. BRONZE TABLET STAMPED "S 78 1946" LOCATED 0.24 MILES
NORTHWEST OF THE INTERSECTION OF U.S. 421 & 106th STREET ON
THE EAST SIDE OF U.S. 421 . ELEVATION 901.375
RevWorw and Dotes ��••• �• /jU`. �''i
i
Dram by= � : ••'8 'mod
REVISION
ENTRANCE LOCATION = : No. 910023;
AWovW by, '01,68181 1%
fie= FEBAARY 15.1995
I mum a 0�aor`W"m
WNW M6009 fad* L#16l"fi w
GRADIPdG
UTILITY PLAfd
scow 1 ' .58 ' Job No.= 94S851 s>'+..t No.= 3 t