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Home My WebLink AboutWPO201900013 Plan - As-built 2021-01-06 (2)/ 1 1 \ 604.37 \ I 1 1 I I \ / + \ \ I 1 \ / PINE 1 1 11 PINE \\ - 6g - - - - - J 1 \ PINE 1 1 1 1 1 1 1 1 1 1 1 1 1 \si9 s\ I h I 11 1 I2"1 1 596.21 \` \ II II II I I I i OTIREEI 1 1 1 1 1 1 1 1 2" MAPLE \ \ I I 1 MAPLE I I I I I j I I I 1� 2 1 l 1 i i i l i II PINEi _ Iliiilliil I I I /��•_ XI I I I I I 11 121I\TfQE I I / \ �' M PILE 2„ j I I 1 1 1 1 1 1 1 1 1 1 ( V MAPLE XI I�IIII�I III �� XI XI I I I I I I I 1 1 1 1 2" MAPLE uj X I I I I I I I I 1" I ii ITE 1 I \ 11V-2"" MAPLE / J X I j l l l l i 1 1 1 \\ 597.19 i _0 OI i i I i li i I I \ // ` I I=1I I -III -I I1=1I1=1I1=1I1=1I I III-III-IIhI'�-III-III-III- w ` o II 0 12„Il I \\ // ^\\ PINE / X I 1 1 1 IIrT�lR/ r� \ \\ I r I I 1� 1 ROAD STRIPING Xl 6 if X TREE / +599.79 I I / I / 598 / 598. a OFF \ CHERYL A. 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I=1 v// r \ \\ I 1 1 G 2" MAPLE / =1111, LEV�1 DRAPER ADEN ASSOCIATES REVIEW \\\0 III-_ _ w Q -III-III-III-III- ba I II /,' ; III-III-III=III-III III=III- s�\6 THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: m 7-7:-I 1 I -I I I -I I -lit- -III I - / -1 I I -III- I III I -I I T I III- I= X ssa.ao I I 1 I I I I I I I \ \ \II .594.41 �(595.J9 a i I , I � I I � I � I � ' I � 1 .53 8" REDBUD 69 8" REDBUD 0 Q. .1 Q 602.62 .40 NAME: DAVID JORDAN OCTOBER 25, 2019 PROJECT MANAGER DATE NAME: CHERYL STOCKTON APRIL 6, 2020 QUALITY REVIEWER SIGNATURE DATE NOTES: LEGEND 1.) SOURCE OF MERIDIAN: VIRGINIA STATE PLANE GRID NORTH NAD 83 SOUTH ZONE IS BASED UPON BENCHMARK INFORMATION SHOWN ON SHEET 4 OF 27 OF PLANS PREPARED BY DELTA AIRPORT - - PROPERTY LINE O ROD FOUND �f ELECTRIC BOX CONSULTANTS, INC., JOB NUMBER 12064, TITLED "SURFACE PARKING EXPANSION", DATED JULY 2014 AND SIGNED JUNE 22, 2016. - - - -1000 - - - CONTOUR ❑ MONUMENT FOUND GUY POLE 2.) VERTICAL DATUM: NAVD88 BASED UPON BENCHMARK INFORMATION SHOWN ON SHEET 4 OF 27 OF PLANS PREPARED BY DELTA AIRPORT CONSULTANTS, INC., JOB NUMBER 12064, TITLED "SURFACE PARKING 9 GAS LINE O TELEPHONE PEDESTAL ELECTRIC MARKER EXPANSION", DATED JULY 2014 AND SIGNED JUNE 22, 2016. BENCHMARKS: ohp OVERHEAD POWER TELEPHONE MANHOLE (g ELECTRICAL MANHOLE #3716 N: 3937799.644 E: 11497952.210 ELEVATION: 602.30 DESC: ROD & CAP #3729 N: 3937352.957 E: 11497779.430 ELEVATION: 605.90 DESC: ROD & CAP - ss �° ss - SANITARY SEWER AND MANHOLE ® TELEPHONE BOX 0 UTILITY POLE #3735 N: 3937340.051 E: 11497548.070 ELEVATION: 601.03 DESC: MAG NAIL 3.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT OR TITLE REPORT AND ALL = STORM LINE AND MANHOLE FIRE HYDRANT E❑ ELECTRIC TRANSFORMER EASEMENTS AND ENCUMBRANCES THAT MIGHT BE DISCLOSED IN A TITLE SEARCH MAY NOT BE SHOWN. 4.) UTILITIES SHOWN ARE BASED UPON: � = STORM LINE AND INLET ® WATER VALVE GROUND LIGHT _SUE QUALITY LEVEL D, ASCE 38-02 - COMPILED RECORDS ONLY _SUE QUALITY LEVEL C, ASCE 38-02 - VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED RECORDS. catv UNDERGROUND CABLE TV e WATER METER O LIGHT POLE _SUE QUALITY LEVEL B, ASCE 38-02 - FIELD DESIGNATION OF UNDERGROUND UTILITIES PERFORMED BY (DAA; MISS UTILITY, TICKET # ; OTHER) AND VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED RECORDS. uge UNDERGROUND ELECTRIC O° WELL m FIBER OPTIC PEDESTAL _SUE QUALITY LEVEL A, ASCE 38-02 - TEST PITS AT LOCATIONS SHOWN HEREON PERFORMED BY (DAA; OTHER) IN CONJUNCTION WITH FIELD DESIGNATION OF UNDERGROUND UTILITIES PERFORMED BY (DAA; MISS ugt UNDERGROUND TELEPHONE * BENCHMARK ❑P FIBER OPTIC HANDHOLE UTILITY, TICKET # ; OTHER), VISIBLE EVIDENCE AND COMPILED RECORDS. X NO SUE WAS PERFORMED OR REQUESTED FOR THIS SURVEY. UTILITIES SHOWN HEREON ARE BASED ON fo UNDERGROUND FIBER OPTIC BOLLARD GAS VENT FIELD OBSERVATION ONLY. 5.) THIS AS -BUILT SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF unk UNKNOWN UTILITY SIGN (1-POST) GAS VALVE CHERYL STOCKTON FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED OCTOBER 28, 2019; AND THAT THIS PLAT AND/OR MAP MEETS MINIMUM WATERLINE _� SIGN (2-POST) z GAS METER ACCURACY STANDARDS UNLESS OTHERWISE NOTED. �+ 6.) CONTOUR INTERVAL: 1'. ASPHALT + 1561.3 SPOT ELEVATION _, SEWER CLEAN OUT 7.) THIS SURVEY WAS PREPARED FOR DELTA AIRPORT CONSULTANTS. DRAPER ADEN ASSOCIATES ASSUMES NO LIABILITY FOR REUSE OR MODIFICATION OF THIS DOCUMENT. GUARD RAIL DECIDUOUS TREE WOOD POST 8.) PROPERTY LINES SHOWN HEREON ARE SHOWN PER DIGITAL DRAWINGS PROVIDED BY DELTA ASSOCIATES. 9.) THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE X (UNSHADED) BASED ON A SCALED -X-X- FENCE (AS NOTED) EVERGREEN TREE ® METAL POST LOCATION ON FIRM PANEL #51003CO140D EFFECTIVE DATE FEBRUARY 4, 2005. THIS FLOOD DETERMINATION IS NOT A RECOMMENDATION BY DRAPER ADEN ASSOCIATES TO NOT PURCHASE OR PURCHASE FLOOD STREAM SHRUB RIPRAP INSURANCE COVERAGE AND DOES NOT IMPLY THAT THE REFERENCED PROPERTY WILL OR WILL NOT BE FREE FROM FLOOD DAMAGE. TREELINE CONCRETE = I LANDSCAPING 10.) MATTERS PERTAINING TO ARCHEOLOGICAL OR HISTORIC FEATURES, WETLANDS OR FLOOD CONDITIONS, IF ANY, HAVE NOT BEEN ADDRESSED AS PART OF THIS SURVEY. GUY WIRE o 0 0 o ADA WARNING TACTILE Q W Lu J Z > �� Z_ LLl (D L.L 0- � W Ld J OU U) J J Q L Lu ED < i I 2 Cc Q U Cn DESIGNED BY: DRAWN BY: DAJ CHECKED BY: CAS SCALE: 1"=20' DATE: 10/25/2019 PROJECT NUMBER: 18020237-010503 1 1 OF 2 62 9 7 25 W 8 (n Z DJ z w _U o -H. W 62 co C 10 06 20 4 _Z L o z. O 0 Z 0 > OFZ.Z 61 1p 0 a 0>.> az > > u'oi ri n Cn M > F Z — _ 0 a 15 NCo n O4 0 O> co n 7Cn. 0 FZ LO -0 I 61 g ;. 38-P k�4 P z _0 F z0 10 0 0Z z 0 OZ Z r 60 f- 5 05 W fn -� 160.34 (O EXISTING SURFACE 3g' RCP 66.52 LF _M RGP 60 3 N N 36" �° rn N v Lo 00 z Z N oNLo ROPOSED S RFACE v=T fV n- LO � II 59 r- w � 1 _ _F O N n n Co . 1n M _? - OO_Z -z 95 H 0 O OL > Q Q 59 > Z Z -Z @ 90 2g1 A8 2b N z 58 28 V '� Z L6 cO 85 .� n n MLO 1n 1 v.� w� ' 58 n `) n Z -O g4 F 63•" 20.69 LF o O > .> RCp 36 g9°% 36" RCP 80 + j > � Z Z EX. UGE @2' @ 2.92% � O Z Qd 0 21.16'@2.69% ci1 z g497 J > �1 F 1 312, 57 Q EX. UGE EX. UGE 15a 36" RCPI° @ 75 o @3p0 w Z EX. UGT EX. UGE p v 57 LF EX. 148^ RCP WATERLINE 3 4°1O 57 w z rn 2.00% 1 0 14 p, @ 70 rn LO ou� U EX. ELECTRICAL DUCTBANK 56 N !i-z 118.36' @ 213°/O (MIN. 12" SEPARATION) w 65 —� 56 60 55 55 54.71 LF 48" RCP @ 2.30% 50.81' @ 2.07% 55 50 54 + 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 45 11+75 STORM 1-10 - Scale: H: 1"=50'1 V: 10.00:1 NOTE: THIS SHEET SEALED FOR AS -BUILT DIMENSIONS IN RED ONLY. F c 5 _W-1„_ .-1„_ •, �• 1Im_ —Im_ I-_ Imm I-_ :1 milli III 1-_ �Illli�� 0+00 0+50 0+75 ❑1 5 CHERYL A. STOCKTON Lie. No. 2425 10/25/2019 yam. s u , T O u) Q LLJ z J O I az W^Q mX I..L Q W Lu J Z / �� Z_ LLI (D L.L LL C/) W Ld J OU U) J JQ �LL Lu m o J I (n Cc Q Q U Cn 5 n rvinl�•1c+ DESIGNED BY: DRAWN BY: DAJ CHECKED BY: CAS SCALE: 1"=50' DATE: 10/25/2019 PROJECT NUMBER: 18020237-010503 2 2 OF 2