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Home My WebLink About05050009.160 0 0 0 0 WH 0 oddl �o AS5 -94 00 L0 LJ 00 Ce ............ 'z 900 _ 9 G _ N *10-Is W 1 Ms- 'Al-I ISVI avow a3A_0oH __ ___ g 4- --- -- — — — — — — — — — — — — — — — — ---- — — — — o o o o o o baa 2- 0 0 -->\"0_CL_0= 2 -2 -2 — — — — — — — — — — — — — — — — o o o 0 0 0-- 0 0 0 o o o 0 0 0 == ------ — — — — — — — — — — — — — — — — — — — — — — — — tee 66 Si6o + z :z + + 0 0 0 Lr_T LLJ \0000.1 04 _ ... \� \ \ � _ter. -�`_ � � / I I \ \ �F� -' r i it � \ I I � j I \ \ \ ,� i C> En i \ \ l ► I I t �'/ \\ \ \ r i 2m M CD + + cog �01 LD \ \ �' \ I �\ \ / f / 00 L 1010(T— L) ` ! / L LJ L C/" PLAN VIEW LINE 'wAv HORIZONTAL SCALE: 1"=50' 895 EXISTING 890 ED PROPOSED Co C) q q 890 GRADE 805 co CD CD + 00 PROPOSED 9 GROUND 0 oo CO GRADE 800 ;z C> co DATUM U-i 2+00 4--STATIONING 12 12 + co BACKFILL -1 8 cN Uj V W NZ u'j F- ?L (n (n C, _j Z z z < oC) 0000 0 00 0') r- o' E 00 < 0 < r- a- Q- Z < X (S7 -1-04% < LL 885 0 < co < C-) 00 LLJ z C-4 O LC*j 0 cr) m Ld C) C) cc 0 C�d Ld 4) 0 f1r) 0 880 0°0� < < z < 885 oz a- V) - > cc Q) L0 < 0 U + II 2% C) 0 C7 Q Cif Lij CL FIED BY: r M 41 "*C1 PE10504920 m N W p Drawn By MAW co 0 0) 00 CF! 04 co to 0 0 Ln 875cO Lo co Co In Co co (D Lo co 00 00 Co �Co_ 4 to Co co co co 00 -CO 00 co o Co GO 0+00 0+50 1+00 1+50 2+00 900 895 PROFILE VIEW - LINE vAv HORIZONTAL SCALE: 1 *=50' VERTICAL SCALE: 1 "=5' 3 it U.11999\ 9UU43JUUblUkGAU1LN(iR%(;U'S1GbUI.Uwg, W20120U8 12.11:48 PM, slaylor. 1:1 STREET PLAN AND PROFILE NOTES 1. PAVEMENT TO BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT. IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY. 2. ALL MANHOLE AND INLET CASTINGS THAT FALL WITHIN EXISTING AND PROPOSED ASPHALT SHALL HAVE A 10" MINIMUM CONCRETE COLLAR THE FULL DEPTH OF THE ASPHALT. 3. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN RIGHT-OF-WAY AND ADJACENT UTILITY EASEMENTS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL STANDARDS. SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL INFORMATION. 5. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB ALL PAVEMENT AND/OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. PROFILE LEGEND EXISTING ED PROPOSED 890 GRADE 805 805 EXISTING "I 00 10 PROPOSED GROUND 0 oo CO GRADE 800 DATUM U-i 2+00 4--STATIONING 12 GRANULAR BACKFILL SEE NOTE 8 Uj V W NZ u'j F- < of z _3 0 0 Uj a- V) a- (n (n C, _j Z z z < oC) 0000 0 00 0') r- o' E 00 < 0 < r- a- Q- Z < X (S7 v CD Co < LL cr- i Cf 0 < co < C-) 00 LLJ z C-4 O LC*j 4) cr) m Ld cc 0 C�d Ld 4) 0 f1r) 0 2:0 2 < < z < 885 oz a- V) - > cc Q) L0 < 0 cc 2% x 0 Lij CL FIED BY: r M 41 "*C1 PE10504920 STATE OF p Drawn By MAW Chec6d Bf. CMW Quality Assurance: DAL -198 0 Scale: 1* = 50' Sheet C603 Date 06-20-05 Project Nuffber 990433-20610 CD + 880 C-) CD CD C-4 00 V) co 2- C) + 11 C_) r- 00 tn P- U) ;01 It co C14 in 0) 00 00 r (D Ln 0 ff) 00 r- Lo 0.'t __j n I't rq qt r) It Ki r-i ffi f1i r1i W Lj 1000 .00 0000"'Co 00 00 00 m 00 00 00 :00 00 , 00 00 00 OD ;OD 00 00 875 CC& _00,00 co cc 00 Co co co 00 00 00 00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 PROFILE VIEW - LINE vAv HORIZONTAL SCALE: 1 *=50' VERTICAL SCALE: 1 "=5' 3 it U.11999\ 9UU43JUUblUkGAU1LN(iR%(;U'S1GbUI.Uwg, W20120U8 12.11:48 PM, slaylor. 1:1 STREET PLAN AND PROFILE NOTES 1. PAVEMENT TO BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT. IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY. 2. ALL MANHOLE AND INLET CASTINGS THAT FALL WITHIN EXISTING AND PROPOSED ASPHALT SHALL HAVE A 10" MINIMUM CONCRETE COLLAR THE FULL DEPTH OF THE ASPHALT. 3. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN RIGHT-OF-WAY AND ADJACENT UTILITY EASEMENTS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL STANDARDS. SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL INFORMATION. 5. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB ALL PAVEMENT AND/OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. PROFILE LEGEND EXISTING ED PROPOSED GRADE 805 805 EXISTING "I 00 10 PROPOSED GROUND 0 oo CO GRADE 800 DATUM 2+00 4--STATIONING 12 GRANULAR BACKFILL SEE NOTE 8 Uj V W NZ u'j F- < of z _3 0 0 Uj a- V) a- (n (n C, _j Z z z < _j < < _j _j 0000 0 00 0') r- o' E 00 < 0 < r- a- Q- Z < X (S7 = —Q < LL cr- i Cf 0 < co < C-) 00 LLJ z C-4 O LC*j 4) cr) cc 0 C�d Ld 4) 0 f1r) 0 2:0 2 < < z < 116- cc oz a- V) - > cc Q) L0 < 0 cc 0 = x 0 Lij CL FIED BY: r M 41 "*C1 PE10504920 STATE OF NA t % Drawn By MAW Chec6d Bf. CMW Quality Assurance: DAL Scale: 0 Scale: 1* = 50' Sheet C603 Date 06-20-05 Project Nuffber 990433-20610