HomeMy WebLinkAbout20160307100525646 BENCHMARK: NOTES
/ ____ _•_ �� i ^ p
�-'STS
NE CORNER OF ELM AND 170TH
f 3 °� , I ; EX5 TS Cp
U TNH=972-13 1_ CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
�j Q 3631
/ BENCHMARK I if ^ ;' Ca i p A - 9 6 6. 1 U ALL ELEVATIONS BASED ON PRIOR TO CONSTRUCTION.
/� NE CORNER OF ' i \ IVI BENCHMARK_ 2_ LEGAL DESCRIPTION
' Q 170th Street
/ ELM AND 170TH 3 _y/ f �' INV= 9 61 . 2 8 - 2.1_ Sect 10 Twp-114 Range-022.98 AC P/O NW1/4 NEI 14 COM
TNH=972.13 �< �'!a NW COR NW 1/4 NE1/4, E ON N LINE NW1/4 641-80'TO POB,
STREET / �/ 3. PID S 168', E 17T, N 168','W 17T TO POB Southwest
170
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CD
LEGEND
- � ----`-✓ t ------- ---- EXISTING CONTOUR
77r7
---
b
lip jc� 011-010
A CONNECT 1p ----�' ----\e p
PROPOSED BITUMINOUS PAVING Prior Lake, MN
'I� �° ��p\ pp \ X( ~
x()' -- w -- PROPOSED WATER SERVICE
xppp EXISTING WATE �p � ,p - T ��^ 6 )) S A N\` 6"I xpp� 9�
WITH SERVI �
! CONNECTI� p�'I fxp V V r-ER �_ x \ p Qb '�� �\ I > PROPOSED SANITARY SERVICE
CURBC�C�.P p g16 STU F) �!D ^ RISER - Q ED x�p1" �-� _ _
p�`o AND BOX. � �°' p p p� � t' � xppp• __--_- 985 PROPOSED CONTOUR
�'1 DETAIL 1, TH� • VER i EY, INV AND ___.-- -� _ _ .
E �p9 n,V E�I E Y \ ^ i � p'� � i d PROPOSED CONCRETE WALK
°1 pp�� p=1.01'16" R=56$k0.00 LOCA%�ION g 20.79 p� ' -------
I
'1 .p x p - 2 CH.=101•.21 r pp '1b. 6 42 5 --
0• pp• L-101.2
I g g / xp
x CH. BRG.=N86'12'18ti`E ! ,� p 4.
��'
''J • \ I �''��� "--- -- \\� -� CURB BOX AS SPECIFIED
I \\\ x
' -
` f I I- SAN C/O ti 1 i S4N C/O Habitat
/ SEE DETAIL 2 ' o
A
3 I , SEE DETAIL TO -< THIS SHEET r
67.1 SERVICE CONNECTION
I `55 , I �� THIS SHEET ,' 00 c0 & for Humanit
5 MIN. COVER LO 0y Tt 1
I -Q;5- p �Q65 I ._. M �,0�- M M ---�'"'��r A F ROPOSED 4» 5 ` CORPORM ION STOP °D
I I� ,N IT M ------�- -o �_ r PVC SCHED. 40 SERVICE LINE
" ��• 1 P 0�-��.OSED I USAN SERVIC 2, � h '' I HEREBY CERTIFY THAT THIS PLAN OR
A � EGRESS ' � � � xgp �� cp DRAWING WAS PREPARED BY ME OR
I p.�s ' COR\EE ; Q% M1-1 3 E UNDER MY DIRECT SUPERVISION AND
• � �� I WINDOW � 1x�p WATER \ ERVICE 9- .3 -+ - 69.88 ° '3 I p1p• - WELL-SEE _ _�/ p -' � 1 TW 969.1 Dt;-�K � � THAT 1 AM A DULY LICENSED ENGINEER
EX STS CB I I gAhRCH. ACK ' 9`70.3 EGRESS WINDOW UNDER THE LAWS OF THE STATE OF
p25FRONT SETB g I CORPORATION STOPWELL - SEE MINNESOTA.
TAPPED
IM - 97(�. 03 IARCHITECTURAL i EXISTING INTO UPPER HALF CURB STOP
l
A �Q� - -- I 25' 970. DECK p WATERMAIN OF MAIN
INV- 964. 93
x� 973. ' xppp �
x 30.0/b' [30'-0"] 25' ; CURB STOP & BOX DANIEL E. BOWAR
/\
bp I1 8j \ 27.92 1[27 -11"J i 1 t REG. NO. 45018
I / I N t f ( ` , DATE: 10/28/2009
�
I �` 1 , N j �� �h FFE=97133 E927.9 �, WATER SERVICE- CONNECTION
I z I I, ( >
O �� � f � ► TOF=971.3 ,`
c,� 30.99 x I N I o x pG6�.85 a
I , I L( W FLR , ��' N ap ' 69 5 NOT TO SCALE NOTE
1 i I
Enclose long sweep bend
ELEV 963.3 i o ��AILBOX `, NOTE:
or combination wye in
` concrete as shown.
�, " i ,J c,, ) 6 Hub with threaded
A rn t - p t
glue10
_ i -Q PVC o
cn_ _
I _ y_ - - 91GIN®i1NG I SURVEYING I ENVIRONMENTAL I PUNNING
��� I i I 29.a2' [29 11"] rn cn _,- � oTtf T�pe�41'4i
-.. \ n� 2s'-o - � lid cas#id`�.-
ngie=iocki� ---- ----- - ��oo Y�ewRd.Su�i23 �
I / I r ng as specified. lid costing oa specified. m
�• o �, b I 28.00 [ � {1
��\ I y� I 1970.3 i I Finish Grade Finish Grade
971.60 93 50y\ I / o 1\ I\ 970.3 p"-' / "'� o
rn ( I rn \ I X� 6.00 [6-0'] p
i �� ` \✓i �..�, i I 970.22 pp 1 REVISIONS
II I\\I �`\ X°�-1c "'�} �'o.._.. •..I - -% j d e" - - I� x� / / � ' 1 08/19/09 INITIAL DRAWING SUBMITTAL
pI. c - i /
�` 2 09/16/09 OWNER REVIEW
n /' � ! : . I . . Y One piece 6 PVC 3 10/16/09 CITY REVIEW
T'""9T1 -- , I , SCH. 40
.......t - ,\p I �r. .d" �p v, I cleanout user
4 10/28/09 CITY REVIEW
40Cb
W
I I / 972.1
I /\ W i 2�p c1 3.7% 97151 / ao I� 10 10
QI
w W. g 48 r1 ; N `�� Long Turn
z I I T-Y SCH. 40
w (971. 72 3 �
f i o 9 �� Q o PVC
Lon Sweep
o I >: : g P :
pp w ti ° t ��' ,' ' , xl Y a' �� I Bend SCH. 40
p/ �x �+ ^ o
` ''I la s I �� �r 1' ' -` VARAt �(� �ci► o• ' - a - a
A �` .0% % pmt I ISLAB2.1 c? I d►�
Ir■■■■■■■ �i SCALE: 1" = 10'
i' g� " `
73fi1 I ' 6 7!>t. , .: .t .-. t 92 r 67.00 � Q{� I6 :. DATE: '10/28/2009
I ► 971145 , 22.00 [22 - - -x�16b %� ' Encase PVC bend in concrete
(9 2 5 .993.01- v I I I -I �� 9 . / I I Min. 1/3 Cu. Yds. p. .
I I 6-•� - / Encase PVC a in concrete DRAWN: PRF
33' 0 i ----97 , ----- '" /� / / I I Min. 1/3 Cu.`Yds.
'r ; �-�►�r ,_ . _- le0o ._- _� `\`. END OF SINE CLEANOUT I
1 / \\�`_ , I N LINE E CLEAN 0 UT CHECKED: DEB
I -�� �� I '/ -I"" `9�0- 10' SIDE SETBACK/ / \
5 rn
I 5 % F f - 969-- / /�
</. N I °, °, ""o . `„ \ - �` �� ,2 _.' PROJ. NO.: 2009-Habitat-For
_ 2 CLEANOUT Humanity
I �_.. -968- �, y
6 f
I ^ U)
I 0 i `� N86°4505»E 122.00 { o�n� 216 tj txg N TO SCALE FILE. Site Plan-H4H.dwg
o�. i GRADE BASIN TO \ �pp• p0 5 9�
_ - - __� EXI*ING �DEW' LK t / app \ ��y � OVERFLOW AS p txQ �° l� EMERGENCY = _xg��____
ik � \ SHOWN. xop p Y _ ---- _
` p1 �� 9 TO BE MOVED AS SHOWN.- xp OVERFLOW
pp REP4ACE IN',KINQ `J �� �I - - - gs�
CONREffE APRO \� co ` _- -------
site,PER3ITY DETAILf � Z � � --' xgx Grading 1 x � � `-------- ------ _ --------------- _� - � �•-----:,r__ ___-_--- -----------
PLA,-,/#606
-----__-__ __ �- - EXISTING CATCH
�\ X� BASIN
EXxL� _ Utility Plan
SAN M I I
------------------
'j ______---- F�oy� RIM=963.97
RIM= 975. 27
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XW xq �pp�®
INV= 9 5 5. 17 ��AN�v��
DVr
APPROVED
N NEERING ® GRAPHIC SCALE
ftned� �:--i"- lG G� 10 o s io 20
Signed;;
Sg .�.� � � 1 �F 1
( IN FEET )
1 inch = 10 fin