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Home My WebLink AboutWPO201700038 Plan - As-built 2019-06-06ate, '\� I\,-- I\,-- '\� Figure 5-3 - St,vrrn Sewer P1ping Per-As-80h PROJI�GT UWA Squash Facility LOCATION A115emarle County FROM POINT TO F'C,!r, - AREA DR,4rH. RUNOFF COEF- C A INLET TIME RAIN- FALL RUNOFF O 114VERT ELEVATIONS INORE- ACCUM- ACRES PAENT (51 ULATED (fi'1 PAIN 17' IWHR- C-F ` LJPPJ R 10) LQVYER S1 Sr 6-67 2 S3 549.3b 548-83 FX MH-1 S2 f D.4a6 t9 496 5 U 6-67 1 555 70 -552.55 D_ S3 D.195 1.070 5.115 6.63 7.D4 548.73 641 99 S3 S4 .', a -, D. i M 1.17E 5AO 6-5l 7. 72 541.17 53 1. 21 s4 S; D.UDO s 176 1 5.46 6.55 1 7 7C 52F 43 527 04 Stl is D-30 0220 D.C54 1.242 ELAU 6.56 k5.1 ' 522.74 521.15 -�7 0.220 0.850 D.1 R7 0.187 5.130 6.n7 1.25 5,15 -It5 5453.37 Ex DI-' S11; L1.fi60 0.864 0.743 0 743 5.C4 6.67 4.96 545.76 544.13 Si D SIT u 13-C 0 �30 D.1a} Cj•U$1 "" a k's,' F,.FR F344 03 i40.-3� 511 512 4.13541 0.680 f3-C3 : 0-885 L.C, 8-6 f 5.4a 540.3' 539.$2 s1c S1'� 1).150 0.690 0. 1:! 1.115 6-6f 7.134 531.16 536-28 S 13 S 1 a C'.Ot}U 0.900 G 1', ' 1 175 - n 67 5 18 533 � 522.32 S14 '31F C440 0.gQ0 C•.CC{' 1 175 S.C.", 8.67 5.16 52212 52199 $15 I E, l I 1,l. 0 1 0.900 ..,.x? I 1 „6 6.67 1 4.2 546 ,.-.1 545.86 Dewberry Outlet Winer Inlet StntiDn on o �o- Surface Eleua r1Dn U � V. L' 121 3) f4l 15 6 :+i 'S: 11. 1D 11 514 522-9F90 1� 5.16 15-50 0.646 0 i4 6-M 0.IG 5.16 16.08 513 524.04s- 15 516 71.70 0.646 0A6 16.08 1.00 6.42 5.84 512 539-480 48 6-42 05-DO 0A02 0-00 5-84 43.13 4-135 61S5 511 544920 is 4-65 25-40 0.572 0.15 .8-85 0.161 4.69 ' 2..47 S10 542A42 35 4.68 41.30 0.532 O.0 12A7 0.60 4.1� 7.27 EX. DI-1 5 15-130 1r. 4-13 91-50 0.415 0-34 2-27 1),21 0.00 0-00 516 Him 055Y+"2 Flo- a.25W'12 IID-3 if 1nItial infeq Thegrees FINAL 1� values 9D K=0.70 H!! Ht + Ht 80 K-13.56 Ht =H0 +HI +HA 71) K=9.51 H Oz K Vi"2 z� Degrees 60 K4.s6 su "D.50 40 l 4-4-3 STORM SEWER TABLE TREE T1 TABLE 2" HEMLOCK T2 2" HEMLOCK CURB INLET S3 DESIGN INFO T3 2" HEMLOCK R/M=549.36 CURB INLET S3 e lNV IN=541.98 (S2) R/M=549.38 T4 2" HEMLOCK INV OUT=541.17 (S4) INV /N=543.51 (S2) TT5 2" HEMLOCK INV OUT=543.41 (S4) 2" HEMLOCK T7 2" HEMLOCK MANHOLE 54 DESIGN INFO T8 2" CLUSTER SYCAMORE T R/M=536.15 MANHOLE S4 T9 2" CLUSTER SYCAMORE S4 INV 1N=531.21 (S3) R/M=534.59 INV 5J4.5 .00 (S3) J) T10 2" CLUSTER SYCAMORE INV OUT=528.43 (S5) INV OUT JO.00 4 T11 2" CLUSTER SYCAMORE T 12 2" CLUSTER" SYCAMORE DESIGN INFO T13 2" CLUSTER" SYCAMORE OUTFALL S5 OUTFALL S5 T14 2" CLUSTER" SYCAMORE sT HEADWALL TOP=529.17 HEADWALL T15 2" CLUSTER" SYCAMORE INV OUT=52527.04 TOP=527.86 T16 2" CLUSTER" SYCAMORE INV OUT=526.00 T 17 2" CLUSTER" SYCAMORE CURB INLET S6 DESIGN INFO T18 2" TREE T S6 R/M=550.74 CURB INLET S6 T 19 2" TREE INV OUT=545.45 (S7) R/M=550.71 T20 2" CLUSTER" SYCAMORE INV OUT=545.31 T21 2" TREE T22 2" TREE O=CPP DESIGN INFO T23 2" TREE e HOUTFALL 1HEADWALLT24 S7 2" TREE 2 TREE T15" CPP T26 2" TREE ITOP=546.96 INV OUT=545.10 T27 2" CLUSTER" SYCAMORE ® T28 2" TREE T29 2 " CLUSTER" SYCAMORE GRATE S8 DESIGN INFO T30 2" TREE R/M=527.17 GRATE S8 T31 2" CLUSTER" SYCAMORE INV OUT=522.74 (S9) R/M=526.99 �� T32 2" CLUSTER" SYCAMORE CALLS FOR 24 PIPE INV OUT=522.53 T33 2" CLUSTER" SYCAMORE T34 2" CLUSTER" SYCAMORE T35 2" CLUSTER" SYCAMORE CURB INLET S11 DESINFO T36 2" CLUSTER" SYCAMORE ST R/M=546.63 CURBB INLET S3 R/M=546.84 T37 2" CLUSTER" SYCAMORE 1 INV 1N=540.33 (S10) INV /N=540.74 T38 2" CLUSTER" SYCAMORE INV OUT=540.31 (S12) INV OUT=540.64 T39 2" TREE T40 2" CLUSTER" SYCAMORE GRATE S12 DESIGN INFO T41 2" TREE R1M=545.83 GRATE S 12 T42 2 " TREE ®T INV IN=539.92 (S11) R/M=546.00 T43 3" MAPLE INV OUT=537.16 (S14) INV 1N=540.37 (S12) T44 3" MAPLE INV OUT=537.40 (S14) T45 3" MAPLE T46 3" MAPLE MANHOLE S 13 DESIGN INFO T47 3" MAPLE e RIM=545.65 INV 1N=536.28 (S12) MANHOLE S13 R/M=545.56 T48 T49 2" TREE 2" TREE INV OUT=533.07 (S14) INV 1N=536.98 (S12) T50 2" TREE INV OUT=533.71 (S14) T51 2" TREE T52 2" TREE 53 T 2" TREE MANHOLE S 14 DESIGN INFO T54 2" TREE R/M=528.59 MANHOLE S14 T55 2" TREE 1 INV IN=522.32 (S 13) R/M=528.42 INV /N=522. 18 (S 13) T56 2 " TREE INV OUT=522. 12 (S 15) T57 2" TREE INV OUT=522.08 (S 15) OUTFACE S 15 DESIGN INFO HEADWALL OUTFALL S 15 T 1® TOP=524.21 HEADWALL INV OUT=521.99 TOP=524.65 INV OUT=522.00 OUTFALL S9 DESIGN INFO HEADWALL OUTFALL S9 1®ST TOP=524.50 HEADWALL INV OUT=522.25 TOP=524.65 INV OUT=522.00 Il Il 414 WEST FRANKLIN STREET RICHMOND,1 p:14„ „ 1 :1444440 PROJECT TITLE UVA SQUASH FACILITY AT BOAR'S HEAD ADDITION TO MSC PROJECT ADDRESS CHARLOTTESVILLE, VIRGINIA 22903 CONSULTANTS civil Dewberry 4805 LAKE BROOK DRIVE SUITE 200 GLENN ALLEN, VA 23060 ph: 804-290-7957 fx: 804-290-7928 landscape AECOM Charlottesville 455 SECOND STREET SE SUITE 100 CHARLOTTESVILLE, VA 23225 ph: 703-682-4965 structural D,M,W,P & V 1025 BOULDERS PARKWAY SUITE 310 RICHMOND, VIRGINIA, 23225 ph: 804-323-0656 fx: 804-272-3916 mep 2RW Consultants, INC. 100 10th STREET, NE SUITE 202 CHARLOTTESVILLE, VA 22902 ph: 434-296-2116 fx: 434-977-1862 RECORD DRAWING 6-06-19 THESE DRAWINGS REFLECT WORK AS RECORDED BY CONTRACTOR AND CONSTRUCTION INSPECTOR AT THE TIME OF CONSTRUCTION. SEAL o F. � PALMORE �'� Lic. No. 04020 5275 2 4 REVISIONS NUMBER DATE DESCRIPTION R4 06/06/19 BMP AS-BUILTS R3 01/25/19 BMP AS-BUILTS R2 12/4/18 BMP AS-BUILTS R 10/25/18 BMP AS-BUILTS 5 03/13/18 DETAIL UPDATE 4 09/25/11 YSMP REVISION # 3 09/11/17 YSMP REVISION 2 08/31/11 ACSA REVISION 1 08/09/17 REVISION #1 01/21/11 DD PROGRESS SET 05/05/17 100% Documents PROJECT NUMBER 1613 - DD PROGRESS DATE SEPTEMBER 11, 2017 SHEET TITLE GRADING AND DRAINAGE - AS BUILT PLAN SHEET NUMBER C106 LEGEND AS -BUILT GRADE PROPOSED GRADE 0' 20' 40' HORIZONTAL SCALE SCALE: 1 " = 20' 0' 4' 8' VERTICAL SCALE SCALE: 1 " = 4' LEGEND AS -BUILT GRADE PROPOSED GRADE 0' 20' 40' HORIZONTAL SCALE SCALE: 1 " = 20' 0' 4' 8' VERTICAL SCALE SCALE: 1 " = 4' SQUASH STORM S 1 — S5 560 SQUASH STORM S8 — S 16 560 540 ST ST S4 �? rn Ln rn 00 Ln n Ln II 555 00 C Cif 555 w Z J 550 550 P DESIGN AS —BUILT 0 545 545 001 DESIGN AS —BUILT 540 540 c �Q 9 535 535 STEEP SLOPE PIPF RESTRAINT TYP. 530 530 �8 0 525 ;I `n 525 r7 O� Ln O N � CD CD -14 c Z O Z O N� Z 520 o z z N z z c~n w z 520 9+75 10+00 10+50 11+00 SQUASH STORM S6 — S7 560 560 S ST In o � II II 555 555 550 — AS -BUILT 550 DESIGN „ AS -BUILT 1 4' ®0. DESIGN 545 545 COMPACTED FIL = 540 540 a 535 535 530 530 525 ^ Ln 525 Ln O Ln pjLn O `� + O II O �m O � O Q _ I 520 ~ o >Z `" E`' Z 520 9+75 1.10 540 S ST O L n II 535 O 535 530 530 AS -BUILT DESIGN 525 525 4ii=, AS -BUILT 520 DESIGN 520 515 515 510 510 ^ 505 ^ 505 O 0 N Gp In N r1i + O Ln + � Q O N� Z 500 �' Z N w Z 500 11+50 12+00 12+50 13+00 13+5019+75 20+00 SQUASH STORM EX. DI-1 — S 14 20+50 21 +00 21 +25 555 ST ST ST ST ST r7 S1 LO 1-0 Ln 0 N II II II LO II 550 Of 550 0� Q 545 z 545 » Q g 537.18; 24"x2" ORIFICE CPP 4'x4' Box Culvert 539.16; 8x0.5 BROAD AS -BUILT o WEIR @ 540.93 540 DESIGN 540 DESIGN AS -BUILT 0 535 � —III=—= _ _ 535 Cn COMPACTED III=III Q w FI LL Z U 530 6� �s,, 530 N cAA C) LL Nk ea, 15.1' @ 0.86% 525 525 ''r STEEP SLOPE PIPE RESTRAINT (TYP.) 520 ^ ^ � ^ ^ Ln ^ Ln 520 �N cq OC14 O r7 I� O CD r7 � r'" N N .0 O N J II � II L ro Ln II O LO II N �] ( Z ( Z N11 CN Z 00 N � Z ZO 515 NOZ>_z>_>_ o>z_>z_ Cn Cn >z_z a I 515 10+00 10+50 10+75 19+75 20+00 20+50 21 +00 21 +50 22+00 22+50 23+00 3+50 23+75 I , I. 414 WEST FRANKLIN STREET 804-344-4405 :1, „ „ 0 PROJECT TITLE UVA SQUASH FACILITY AT BOAR'S HEAD ADDITION TO MSC PROJECT ADDRESS CHARLOTTESVILLE, VIRGINIA 22903 CONSULTANTS civil Dewberry 4805 LAKE BROOK DRIVE SUITE 200 GLENN ALLEN, VA 23060 ph: 804-290-7957 fx: 804-290-7928 landscape AECOM Charlottesville 455 SECOND STREET SE SUITE 100 CHARLOTTESVILLE, VA 23225 ph: 703-682-4965 structural D,M,W,P & V 1025 BOULDERS PARKWAY SUITE 310 RICHMOND, VIRGINIA, 23225 ph: 804-323-0656 fx: 804-272-3916 mep 2RW Consultants, INC. 100 10th STREET, NE SUITE 202 CHARLOTTESVILLE, VA 22902 ph: 434-296-2116 fx: 434-977-1862 r D DRAWING RAWINGS WORK AS D BY TOR AND CTION R AT THE CONSTRUCTION. SEAL F. RONW PALMORE T4,4 Lie. No. 04020 5275 �Oo SRO I N ,,�® REVISIONS NUMBER DATE DESCRIPTION R4 06/06/19 BMP AS-BUILTS R3 01/25/19 BMP AS-BUILTS R2 12/4/18 BMP AS-BUILTS R 10/25/18 BMP AS-BUILTS 5 03/13/18 DETAIL UPDATE 4 09/25/11 YSMP REVISION # 3 09/11/17 YSMP REVISION 2 08/31/11 ACSA REVISION 1 08/09/17 REVISION #1 01/21/11 DD PROGRESS SET 05/05/17 100% Documents PROJECT NUMBER 1613 - DD PROGRESS DATE SEPTEMBER 11, 2017 SHEET TITLE UTILITY PROFILES SHEET NUMBER C4n02