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36" lE 37825 (OUT -SE) TRACT l TRACT /'/ 2 22'r SHEET TOP 400.46 12112115th Ave. NE
0- 36" IE 378.22 /N -N ® Q EX /STING GROUND SEE 12" CPP IE 397.96 IN -SE
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EX. CB - - 18" CPP lE 39759 (IN -N)
TOP 384.22 N m i �: `` , - -___ ' i 1 zw � g _ \-40 -, ® y
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i2" ADS IF 382.42 (IN i n i ! i I :i i . "SGN 18" CPP lE 39759 (OUT 425.821.3481 fax
17:; CMP /E 387.42 ( /N -WJ r� l j i I i "m� i `` EX 12 "" CPP' /E 393.8 -TO illi �s ! r 91-PROPOSED EIA'ISH iI `' - "�° I �' EX 72" PP IE 398.9U 800.488.0756 toll free
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2111 8 PVC C 900 1 8x45 8 J 18" CONC. !E 397.56 /(OUT -W)
EX 14 +fi7, 12.00' RT I 18" CPP lE 39741 (!N -N)
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g �'tX M6, ,� (N END) EX X 12" CON lE 394.0 - _- -- -_ -_ EX 4 CHAIN- L EX 6.' 6 =: IEX. GAS - ' _._ A SCALE: 1 = 40' ® Z
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EX 4' DIA, PVC WM EX MB EX WM - -- - x x011 - 400
STAND PIPE EX 48'" CMP IF 3785 SE 2ND PLACE £X 8?J m EX. PPU/L X x 0 20 40 80 ® Q
(FOR ADDRESS) I !i = x SEND VEHICULAR ACCESS TO ADJACENT � LUUAII N A 70 VERIFY EXACT W j.
W £ND LINK FENCE BOARD c1�. EX SIGN LOCATION AND DEPTH OF Z
EX DRIVEWAY �' � EX 36" CMP lE 378.2 ( EX DRIVEWAY FENCE gy O
EX 4.0' HOG � ,^bvp SE END PROPERTY OWNERS SHALL BE MAINTAINED I IEX 12" CONC EX 12" CONE lE 3971 gip, SSCO 2 EXISTING DRY UTILITIES 0.5 MIN J
W TRASH RACK AT ALL TMES ANY DISTURBED ASPHALT lE 395.0 E END) (W END) Y oRR _ 17 +00, 5.0 T CLEARANCE IS REQUIRED.
a WIRE FENCE / ( ( EX. CB
k EX. 12" CONE !E 3970 N V
m fX. 72" ADS IE 380.5 INT 10 +00.00 SE 2ND PL OR GRAVEL IN THE EXIS77NG DRIVEWAYS - CONTRACTOR TO INSTALL E END " TOP 399.82 ~ W
(SE END) - 9 +98 45 HODUTAM AVE NE SHALL BE REPLACED /N KIND. ;TRacER -TAPE IN TRENCH w
!NT 16 +60.61 SE 2ND PL li: 8" CONC !E 398.51 (OUT S)
a i1 EX 4.0' HOG s FOR ALL 8° PVC C -900 = 10 +00.00 JERICHO AVE SE Wy' - EX CB
x WIRE FENCE IFORCE MAIN (TIP) i- TOP 399.91 Q 1.. /
CONTRACTOR TO VERIFY EXACT LOCA77ON AND DEPTH 8" CONC. lE 398.49 (!N -N)
OF EX. B° D.1. WATER PRIOR TO C0NS7RUC770N. TO 8" CONC. IE 398.45 (OUT -W) f�
ASSURE 0.5' MIN. SEPARATION BETWEEN PIPES, INSTALL
RIGID FOAM PAD IF LESS 7HAN 1.0' CLEARANCE.
N_ �N W�
® Q x PROVIDE 3.0' MIN COVER OVER 81 SEWER FORCE MAIN a c O 2
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✓ Z CAUnON.• EXTREME CAU77ON SHOULD BE y w I v ti
Hw .,. USED WHILE OCIRK/NG NEAR EXISTING GAS -- - ._--- _ - -_ -_ __ W W
WN \ -_ -_ -_ PIPELINE. DAMAGE TO PIPELINE COULD - - - -- - o o
F �I RESULT IN SERIOUS /NARY AND DAMAGES
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EX WATER MAIN O 0
a 4 (EXACT DEPTH 2 p
O O - FINISH � GRADE DESIGN ONKNOWN)
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IS SHOWN FOR! ICAU7/ON/
z W CONSTRUC7/ONIOF CURB iEX. GAS MAIN T -_ �. -- 00
® �I 400 - - - 4 V
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- 0.32 =CURB FLOWL/Nf r(EXaC7TlEP7A -"'�
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2 o EX WATER SERVICE EX, 18° CONCC o
0' MIN. TO BE MAINTAINED / 300' -8° PVC C -900
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PVC i �
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B D.I. WATERMAIN 395.5 z
HORIZONTAL BENDS _E
a WATERMAIN CON77NUITES .. - -- EX. CB y
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PVC lE 398.26 !N S -
m PL 5E, SHEET 4J 8 ( ) b b b
8" CONC. lE 39771 (IN -SE)
= m o ... .- / . _. _ % , 00 .- - _ _ y. __ __.- ___ -_ -_ _ -. 18" CONC. IE 39756 OU n p
s <y° .9® m o -.. .. _. _. ,.__ -. / j �- 1 ,8 C 9 {� TOP 391.6 - _ _.__ __ _ -. EX. 4" WATERMAIN (ABANDONED) T W) 3.90 o tt
PROPOSED FINISH „ i /� 28 - ! a a O
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ip GRATE -' ! 63 -8 PVC C-900
78 °i ST 1E 391.7 CAUTION! Ljj
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aim ' EX 8 D I WATERMAIN
m i 8 SS CROWTI EL. 391.1, : LLJ
0 1! (EXACT DEPTH UNKNOWN) -
_ 6° MIN CLEARANCE REQUIRED : : Vi
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B' IE 3119.3
s : ! _ - ✓'i1 1 -8" "x45• BEND (MJ) PROJECT 1JANAGBR
PETE= SURVEYOR
Lu MICHAEL AL MOODY, PE
-
j PRRECI' ENGINEER
r FEW SUMMAL DATE: 7 /19/06
380
< . __.:: - _.SSCO J7FREYL COX ASIA
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80 8 Pf 3 a
Q 'f r U PROJECT LANDSCAPE dRCBiTBCf
3 it 361,10,' �: Q ALL PROPOSED SANITARY SEWER SCALE: NW: 11-40' TM-N /A
(SEE SS2 PROFILE,
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-' SHEET 31) MANHOLES SHALL BE 4810 UNLESS
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OTHERWISE INDICATED.
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LOCA77ON OF EXIS77NG U77LI77ES SHOWN IS
APPROXIMATE AND MAY NOT BE
(SEE HOQU/AM AVE NE CONTRACTOR S RESPONS/a!V 1Y 7O FIfLDE ���P� LW By y�0
PROFILE SHEET 15)
70 - vERiFr LOCATION of ununES PRIOR TO
„ , _ -- - -- - - - 370 ' PROCEEDING W17H CONSTRUCTION. YOU z
pi MUST CALL 1 -800 -424 -5555 NOT LESS
THAN 2 FULL BUSINESS DAYS BEFORE m
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(SEE HDQD/AM AVE NE BEGINNING EXCAVATION WHERE ANY arc pEDISTB��V2�
PROFILE, SHEET 15) UNDERGROUND U7JUnES MAY BE LOCATED. 9stonrAL $�
FAILURE TO DO SO zo SUBSTANTIA REPAIR COSTS. SEARING
°W EX 48' CMP lE
mm 0 (N ENO) �+ p'� - -_ _.._ -.. -__. -.... _ -. _. _._ _. _. _ -. _..... _. _. -._. -.... _.___ EXPIRES. ;;;;/08 �-7
oU S - -. EX 50 -48 5D _..... _ -. _- -... SE 2�D PLA4sE.._ / /!//
W Checked for Compliance to City Standards �� N� v�
Ex. 46° CUP lE 378s PROFILE SCALE UNLESS SIGNED AND DATED
5 ENO!
- 1 = HOR/ZONTA id.. i /l /✓
E .A GROUND PROPOSED FINISH GRADE
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