1B - Country Club Creek Trail - Deck 2 — original pdf

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Country Club Creek Trail Design Commission Meeting June 2022 1 Extra Materials 13 Aerial Plan 14 Zoning 15 Topography 16 Connectivity to Bike Network 17 Connectivity to Transit Network 18 Public Outreach Community Engagement: • 2 Public Meetings held in PER phase • 1 Public Meeting for 60% design status report – April 2019 • Landowner engagement • Urban Trails website http://austintexas.gov/CountryClubCreekTrail • Capital Project Explorer Updates • Mobility Annual Plan Boards and Commission Briefings: • April 21, 2015 – Bicycle Advisory Council • July 12, 2016 – Urban Transportation Commission Jan. 1, 2018 – Urban Transportation Commission • • Dec. 3, 2018 – Pedestrian Advisory Council • Dec.11, 2018 – Urban Transportation Commission • Dec. 18, 2018 – Bicycle Advisory Council • Feb. 28, 2019 – Mobility Committee • April 3, 2019 – Environmental Commission 19 S. PLEASANT VALLEY ROAD (120' ROW) S. PLEASANT VALLEY ROAD (120' ROW) E OH I I E OH C I C I W C C I C E OH E OH E OH E E OH 5 ' E OH E OH E OH SAW CUT EX. CG & SWK 10' ' 0 1 G PR. 6" SIDEWALK, SEE COA DETL 432S-1, SH. C501 E L E C . B O X 1 . 5 " P V C 1 . 5 " P V C 1 8 1 8 C PR. COMBINED SIDEWALK CURB RAMP WITH PAVERS WITHIN LIMITED ROW ONLY, SEE COA DETL SD432S-3G, SH. C502 E O H E C 6.5' T P 1 . 5 V P " PR. 6" SIDEWALK, SEE COA DETL 432S-1, SH. C501 C 8' E E O H E L E C . B O X 1 . 5 " P V C TYPE 1 SWLK CURB RAMP, SEE COA DETL SD432S-5, SH. C502 500 500 R15' ' 8 ' 5 SAW CUT EX. CG & SWK 5 0 2 5 0 2 5 0 2 502 501 500 499 4.7' 5' PR. RAISED SWLK SECTION SAW CUT EX. CG & SWK ' 6 R15' E OH ' 8 ' 5 C PR. TYPE 1A SWLK CURB RAMP W/LEFT FLARE, SEE DETL SD432S-5A, SH. C502 G PR. TYPE 1A SWLK CURB RAMP W/RIGHT FLARE, SEE DETL SD432S-5A, SH. C502 5' 13' 499 SAW CUT EX. CG 4 9 8 PR. 6" SIDEWALK, SEE COA DETL 432S-1, SH. C501 PR. 2' GRASS (SOD) BUFFER W W C O E E O H I C W S W O W I S C O W E O H 1 1 8 8 1 1 3 2 10' E O H 1 8 1 1 5 8 1 4 E L E C . B O X 1 8 1 7 APP 498 R O X. LO 497 C. 10' SA 496 E NITA R Y SE W E R ES M 1 8 1 T. PE 6 R V 495 4 9 4 4 9 3 E L E C . B O X E L E C . B O X OL. 2539, P E O H G. 117 D . E . P E LOT 1, BLOCK D PLEASANT VALLEY VILLAS PLEASANT VALLEY VILLAS HOUSING LP 2501 SOUTH PLEASANT VALLEY ROAD 492 78741 TCAD 0309061001 491 490 489 R D O C . N O . 2 0 0 2 0 0 2 1 9 488 488 E O H E O H E O H E O H E O H E O H 1 8 2 3 491 4 9 4 0 8 9 1 1 8 8 2 2 7 6 1 8 2 4 T E E R T S F R O T L O . E ) W O R ' 0 9 ( SAW CUT EX. CG C E O H NOTE: 1. PRIOR TO DEMOLISHING AND REBUILDING PROPOSED SIDEWALK, CURBS, CURB RAMPS, ETC., CONTRACTOR SHALL COORDINATE WITH AUSTIN TRANSPORTATION DEPARTMENT (512-974-4052) TO RELOCATE EXISTING INFRASTRUCTURE FOR TRAFFIC SIGNALS. REPLACE EX. TYPE II DRV, SEE COA DETL 433S-2, SH. C502 PR. 6" SIDEWALK, SEE COA DETL 432S-1, SH. C501 SAW CUT EX. CG & SWK LOT 1 THE AMENDED PLAT OF TRACT D & G, WILLOW BEND ADDITION, SECTION ONE GREATLAND PROPERTIES LTD 2433 SOUTH PLEASANT VALLEY DRIVE 78741 TCAD 0308060403 4' 4 9 8 13.3' E O H 2% SLOPE MAX E O H ' 6 . 4 1 E O H 499 A F 9 9 4 498 2 4 G 3 R 3 E S A P T L L E A T A N C 2 A S D A 0 D P 0 . N R 6 0 T 0 3 2 0 O V P 4 8 E A 4 0 L R 3 6 L 4 0 E T I T 4 Y E R 0 3 R S D L T 7 D 8 7 4 1 E O H ' 5 E OH E O H E O H E O H I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I T N E M T R A P E D S K R O W C I L B U P I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E N A L P L I A R T T E E R T S F R O T L O ) T E E R T S F R O T L O ( N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY CE JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 0 VERTICAL SCALE IN FEET 10 20 HORIZONTAL SCALE IN FEET SP-2022-0039D CP101 23 OF 109 . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ \ I - - G W D . 1 0 N A L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I I \ - I \ E V R D E N O C S N A V E S R E S U \ \ : C M P 6 0 : 2 2 2 0 2 / 2 2 / 4 R E H P O T S R H C I , S N A V E 4/22/2022P.B. 8 6, P G 1 7 2 G G G W W I D 2 0 7 0 " 1 2 - 5 8 . X E D 2 7 1 . G P , 6 8 . K B R E P . N L . G D L B ' 5 2 Y 0 0 1 Y 0 0 1 1 4 7 8 D T D 7 T I E E S L Y R 0 4 E R L R C N R A A E A A T T 4 4 2 0 6 3 4 6 3 0 0 8 0 L 3 L L G 4 P O R D P L O T 1 T V T H E A M E N D E D P L A T O F T R A C T D & G , N W I L L O W B E N D A D D I T I O N , S E C T I O N O N E A 3 S D . 0 T A E G R E A T L A N D P R O P E R T I E S L T D 3 S P 0 2 4 3 3 S O U T H P L E A S A N T V A L L E Y D R I V E 0 7 8 7 4 1 T C A D 0 3 0 8 0 6 0 4 0 3 T H E A M E N D E D P L A T O F T R A C T D & G , W I L L O W B E N D A D D I T I O N , S E C T I O N O N E B K . 8 6 , P G . 1 7 2 D 1 0 0 2 2 Y 7.5' P.U.E. PER BK. 86, PG. 172D & BK. 65, PG. 2 Y 0 0 1 100Y U T H P H A S E SIX U T H P H A S E SIX H A S E S O H E V Y C C Y 0 0 PR. 35' SIDEWALK, TRAIL & RECREATION ESMT & 1 TEMPORARY WORKING SPACE ESMT PC STA. 13+42.80 1 C MATCHLINE - STA.13+50 H E V Y C C B K. 8 5, P G. 1 2 7 B H A S E S O 5 0 0 7.5' P.U.E. PER BK. 86, P 10' SANITARY SEW ER ESMT. PER VOL. 2539, PG. 117 D . E . P E R V O L . 9 7 0 5 , P G . 9 1 1 STA. 12+83.30 1 5 ' W I D E S A N I T A R Y S E W E R W W E S M T . P E R V O L . 6 2 9 9 , P G . 3 3 1 OS. 6.00' L 1 1 9 8 5 5 BGN PR. HANDRAIL, SEE COA DETL SD707S-2 W 5" C. W X. 1 N O C 5 2 2 6 A E 1 0 0 Y W W . C N O C " 8 . X E 8 6 4 E 6 A " 4 1 ' 0 0 ° 4 2 4 N 9 0 0 + 3 1 ' 0 8 . 1 8 6 1 0 0 Y P C R ' ' 2 4 . X E P C 2 " R 4 1 0 0 Y E O H 6 9 3 . G P , 5 9 6 2 . L O V R E P . T M S E R E W E S Y R A T I N A S E D W ' 0 1 I 2 5 ' B L D G . L N . P E R V O L . 8 0 1 8 , P G . 2 9 8 E C C 1 0 ' P . U . E . P E R B K . 8 5 , P G . 1 2 7 B E P E C E O H C ' C S 6 ' G C G W F H E X . 2 4 " C S C W T R . 8 5 - 0 0 3 1 C 6 7 2 7 E O H 7 H 1 F G G E X . 2 P L G A S G ' C S G A S G E X . 6 ' W G G W HUNTWICK DR. E . O L T O R F S T . D E O H 0 0 Y 1 W D S G 0 0 Y 1 100Y E O H G W 100Y D S D S D S STA. 12+76.52 1 0 0 Y BGN PR. 12' URBAN TRAIL, SEE DETL SD1302S-2 P C R ' ' 8 1 . X E D S G EX. 18'' RCP 1 0 0 Y 100 W G Y W 100Y H O E 1 0 0 Y . R T W W I D " 6 . X E W E X . 4 2 ' ' R C P I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B A N D R . K E N P L E A S A N T V A L L E Y R D . D R . S H E R I . . V V E E R R . . O O N N N G H A M G G G G S A G C S C G ' ' 4 . X E W W 4 6 2 0 7 . D R Y E L L A V ) . W O . . R ' 0 2 1 ( T N A S A E L P 8 1 3 0 - 3 7 . R T W W I D " 8 . X E W 176916 W W 8 1 3 0 - 3 7 . R T W I C " 2 1 . X E P C R ' ' 8 1 . X E G P C 8'' R X. 1 E E X . 2 4 " C S C W T R . 8 5 - 0 0 3 1 176960 W W H W O E G E X . 6 ' ' C S G A S G G E A S T O L T O R F R D . ( 9 0 ' R . O . W . ) E X . 4 2 ' ' R C P W E X . 8 " A C W W Y 0 0 1 Y W W 0 0 1 1 1 9 8 5 5 1 0 0 Y E X . 8 " A C W T R . 7 3 - 0 3 1 8 W W 100Y W Y 0 0 1 W W W CO E I C I C WSO WSO W E O H W 499 E O H P C R ' ' 8 1 . X E D S E O H G C W 1 0 0 Y 498 W ' C S G A S Y 0 0 1 G E X . 6 ' 499 W C A . R T W " 4 . X E W E O H S C S C 6 ' ' ' ' 6 ' C S 6 ' W ' C S 6 ' E O H G S 6 2 ° 3 1 ' 3 5 " E Y 0 2 7 3 . 4 0 ' 1 W 0 N O 5 " C X . 1 E 1 0 0 Y W W 1 0 7 2 7 0 G 1 1 5 " E X . G H O E Y 0 C O N C . 0 W W SEE SH. CP102 FOR PR. IMPROVEMENTS TO OLTORF STREET INTERSECTION & SWLKS W 177151 W G W W 177162 G H O E C E E O H EXISTING BRIDGE W E X . 2 0 8 0 " 4 D - 0 I 5 W 0 T 1 D S R . 1 8 ' ' U N K . 18'' RCP E O H Y 0 0 1 E O H 1 0 0 Y 100Y A F 1 E O H 0 W 0 Y 1 7 7 1 6 8 R C P ' G 1 8 ' W 1 0 0 Y 18'' UNK. 4 2 D S 2 6 W A C . W D S D S D S W D S W D S D S D S W W D S D S D S E O H 0 0 1 Y WW 4 6 0 0 3 EX. 6 - 10'x9' BOX CULVERTS W W 1 7 9 2 0 H O E D S D S D S D S D S W D S W E X . 1 2 " D I W T R . 2 0 0 4 - 0 5 0 1 H O E E O H E O H 1 5 ' E N C L O S E D S T O R M S E W E R E S M T . P E R V O L . 9 6 2 8 , P G . 5 4 5 P C 2 " R 4 R C P 4 2 ' ' 1 0 0 Y E X . 8 " A C W T R . 7 3 - 0 3 1 8 W 100Y W 100Y W 1 7 7 5 1 6 1 0 0 Y Y 0 0 1 100Y W 100Y I N S E R V I C E 4 " D U C T I L E I R O N ( D I ) 8 5 - 0 7 3 1 42'' RCP 1 0 0 Y 1 0 0 Y I N S E R V I C E 6 " D U C T I L E I R O N ( D I ) 8 5 - 0 7 3 1 100Y 100Y Y 100 0 0 Y 1 WI N S E R V I C E 4 " 1 7 7 5 5 0 8 5 - 0 7 3 1 CURVE DATA DELTA 100Y DIRECTION 2 5 ' B . L . P E R B K . 8 4 , P G . 1 1 9 B CHORD LENGTH C1 55.00' 20.70° N52° 21' 16"E 19.76' 1 0 0 RADIUS Y 1 NO. 0 0 Y 1 0 LENGTH 0 Y 19.87' M T. R AIN A G E E S D P L AIN & D O 1 0 0 Y R. F L O U T H P H A S E FIV E-A H A S E S O H E V Y C C 8 4 . 8 9 4 . L E 6 4 . 8 9 4 . L E 2 5 . 6 7 + 2 1 . A T S 5 7 . 1 8 + 2 1 . A T S 0.4% EX. GRADE FINISHED GRADE -1.6% 506 504 502 500 498 496 494 492 490 488 0 5 + 3 1 . A T S - E N I L H C T A M 8 3 . 7 9 4 . L C . R P 3 . 7 9 4 . L C . X E 13+50 1 . 0 0 5 . L C . X E . L C . R P 10+00 8 . 8 9 4 . L C . X E . L C . R P 10+50 9 . 7 9 4 . L C . X E . L C . R P 11+00 8 . 7 9 4 . L C . X E . L C . R P 11+50 7 . 7 9 4 . L C . X E . L C . R P 12+00 2 . 8 9 4 . L C . X E . L C . R P 12+50 9+50 9 1 . 8 9 4 . L C . R P 2 . 8 9 4 . L C . X E 13+00 T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 0 5 + 3 1 - 0 0 + 0 1 . A T S ( ) 0 5 + 3 1 - 0 0 + 0 1 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP201 24 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ I - - G W D . 3 G E S - 2 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I \ I \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 7 0 : 2 2 2 0 2 / 2 2 / 4 W W 506 504 502 500 498 496 494 492 490 488 4/22/2022U.E. PER BK. 86, PG. 172D & BK. 65, PG. 2 1 0' S A NIT A R Y S E W E R E S M T. P E R V E 1 5 S ' M W T . I D P E E S R A V N I O T L A . 6 R 2 Y 9 S 9 , P E W E 1 G . 1 3 9 3 8 1 5 5 R W W 0 STA. 12+83.30 8 . 2 OS. 6.00' L 4 + BGN PR. HANDRAIL, 3 1 SEE COA DETL SD707S-2 . 100Y EX. 8" CONC. WW A6468 4 N42° 00' 14"E 61.80' 9 8 O L. 2 5 3 9, P G. 1 7 1 0 5 + 3 1 . A T S A T - S E C P N I L C1 H C T A M 10' WIDE SANITARY SEWER ESMT. PER VOL. 2695, PG. 396 100Y P 2 E 5 R ' B V L P G O D L G . 2 . . 9 8 8 L 0 1 N . 8 , D . E . P E R V P.B. 85, PGS. 127B-127D. P.R.T.C.T. O L . 9 7 0 5 , G P 1 9 1 . 7.5' P.U.E. PER BK. 86, PG. 172D & BK. 65, PG. 2 1 5 ' W W E . . . P E R V O L . 9 4 4 0 , P G . 6 0 2 2 0 1 0 1 2 5 5 3 7 N O . 8 2 . 0 3 + 4 1 . A T S T P 46207 W W 494 485 D R A I N A G E , U T I L I T Y A N D P U B L I C T R A I L E A S E M E N T - T . C . C . F . 7 2.6 6 + 3 490 489 P S T T EX. 15" CONC. WW A6225 A. 1 T T S 100Y P N62° 42' 19"E 15.17' 4 7 A . 1 4 + 0 8 . W 3 W 9 107253 0 0 1 Y 9 EX. 15" CONC. WW C2 79-0037 5 7.8 7 + 3 T A. 1 C S P 4 1 4 + 0 0 4 N 1 9 6 ° 0 " E 4 WW 5 ' 0 1 ' 2 . 2 C3 4 9 5 WW 46122 N45° 24' 13"E 27.55' P C S WW T 100Y A . 1 4 1 0 + 15' WIDE SANITARY SEWER ESMT. PER VOL. 6299, PG. 331 Y 0 10' WIDE SANITARY SEWER 0 1 ESMT. PER VOL. 2695, PG. 396 W . 0 6 STA. 14+11.33 OS. 4.49' R MINOR MH HEIGHT ADJUSTMENT, SEE COA STD. DETL 506S-4 W C H E V Y C H B A S K . 8 E S 5 , P O 5 0 0 STA. 14+27.57 OS. 5.49' R W 9 9 - 0 8 5 1 177182 MINOR MH HEIGHT ADJUSTMENT, W T R . 6 " D I SEE COA STD. DETL 506S-4 E X . F H 177131 99-0851 U T I L I T Y A N D P U B L I C T R A I L 2 0 1 0 1 2 5 5 3 7 T . C . C . F . N O . D R A I N A G E , E A S E M E N T - O P E N D R A I N A G E D I T C H O R E N C L O S E D S T O R M S E W E R P E R V O L . 9 4 5 0 , P G . E S M T . 9 5 5 486 487 485 STA. 14+62.29 OS. 6.00' L END PR. HANDRAIL 4 8 8 1 2 7 B P G . 8 5 , P E R B K . D . E . E X . 2 0 " D I . W W 8 5 - 0 7 0 2 4 9 . 0 0 + 5 1 . A T S T P 3 8 . 7 5 + 4 1 . A T S C P C4 E C 7 7.0 6 + 4 A. 1 T T S P N60° 06' 26"E 22.56' 495 F O 3 9.6 8 + 4 T A. 1 C S P Y 0 0 1 W EX. 8" DI WTR. 99-0851 D.E. PER VOL. 12263, PG. 900 W STA. 14+62.28 BGN PR. 12' URBAN TRAIL, SEE DETL SD1302S-1 Y 0 0 1 15+00 C5 C C N42° 07' 02"E 36.47' 4 9 5 C6 100Y M E T A L S H E D 484 4 8 7 4 8 9 490 491 4 8 6 4 8 8 E X . 1 5 " C O N C . W W A 6 2 2 3 U T I L I T Y A N D P U B L I C T R A I L 2 0 1 0 1 2 5 5 3 7 N O . D R A I N A G E , E A S E M E N T - T . C . C . F . 493 1 7 + 0 0 4 9 1 6 + 0 0 5 4 9 4 N 3 3 ° 0 7 ' 1 5 " E 2 0 0 . 4 4 ' E P T S T A . 1 4 . 7 3 + 5 1 . 1 5 + 4 7 . 6 1 A T S C P S A N I T A R Y S E W E R E S M T . 1 0 ' 2 5 3 9 , P E R V O L . P G . 2 1 4 4 9 4 Y 0 0 1 4 9 5 B-01 1 0 0 Y LOT 3 W CHEVY CHASE SOUTH PHASE SIX BOOK 85, PAGES 127B-127D P.R.T.C.T. TAX ID#290469 F&B 4404 OLTORF, L.P. NO. D/B/A CONNECTION APTS. DOC. No. 2013130889 C2 O.P.R.T.C.T. 100Y 1 0 0 Y C3 W RADIUS 100Y 36.00' 36.00' Y 0 0 1 CURVE DATA 176862 E X . 4 " I 30.55' 19.68' 0 0 48.62° 1 W 176921 31.32° . W N38° 23' 41"E T R N29° 44' 38"E 9 9 - 0 N52° 45' 19"E 8 5 1 29.64' W 176343 19.43' 9.21' 6 " D I 9 9 - 0 8 5 1 C4 36.00' 9.24' 14.70° 4 9 4 PR. 35' SIDEWALK, TRAIL & RECREATION ESMT TRANSMISSION LINE ESMT. SHOWN AS 75' WIDE PER BK. 85, PG. 127B HOWEVER NO WIDTH STATED PER ORIGINAL DOCUMENTS - VOL. 650, PG. W 386 & VOL. 1487, PG. 245 W PR. 12' HIKE AND BIKE TRAIL, SEE DETL SD1302S-1 W W W 100Y CURVE DATA 100Y DELTA 1 C5 0 0 36.00' 11.30' 17.99° N51° 06' 44"E 11.26' Y C6 65.00' 10.21' 9.00° N37° 37' 09"E 10.20' 1 0 0 Y Y 0 0 1 LENGTH DELTA Y DIRECTION D CHORD LENGTH . E X NO. RADIUS LENGTH DIRECTION CHORD LENGTH I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B A N D R . K E N P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M . . V V E E R R . . O O N N STA. 18+10.00 BGN PR. HANDRAIL (BOTH SIDES), SEE DETL SD707S-2 P C S T A . 1 8 + 0 1 . 4 1 0 2 ° 2 8' 4 6 " E 2 3.9 5' N 1 0 0 Y HUNTWICK DR. E . O L T O R F S T . A . 1 7 + 7 7 . 4 6 493 C 7 P T S T M P C A S T T A C 1 H 7 + L 4 8 . I . N 0 5 E - S T A . 1 7 + 5 0 W W 177258 U T G . 1 H P 2 7 B H A S E S I X C H E V Y C H A S E S O U T H P H A S 9 9 . 6 9 4 . V E L E 6 4 . 4 7 + 3 1 . A T S C P V E S I X PVI STA. 13+88.73 PVI ELEV. 496.76 A.D. -3.39% K. 8.43 28.53 V.C. PVI STA. 14+29.17 PVI ELEV. 494.73 A.D. 4.59% K. 7.63 35.00 V.C. 6 6 . 4 9 4 . V E L E 7 6 . 6 4 + 4 1 . A T S T P V 1 6 . 5 9 4 . V E L E 4 0 . 6 9 4 . V E L E 9 9 . 2 0 + 4 1 . A T S T P V 7 6 . 1 1 + 4 1 . A T S C P V -5.0% 502 500 498 496 494 492 490 488 486 484 0 5 + 3 1 . A T S - E N I L H C T A M 8 3 . 7 9 4 . L C . R P 3 . 7 9 4 . L C . X E 13+50 PVI STA. 15+14.35 PVI ELEV. 494.38 A.D. 3.50% K. 10.00 35.00 V.C. 5 4 . 4 9 4 . V E L E 5 8 . 6 9 + 4 1 . A T S C P V 8 9 . 0 0 + 5 1 . A T S P L 5 4 . 4 9 4 . V E L E P L 2 9 . 4 9 4 . V E L E 5 8 . 1 3 + 5 1 . A T S T P V PVI STA. 15+73.08 PVI ELEV. 496.20 A.D. -7.92% K. 4.42 35.00 V.C. 6 6 . 5 9 4 . V E L E 8 5 . 5 5 + 5 1 . A T S C P V 3 2 . 9 6 + 5 1 . A T S P H 7 8 . 5 9 4 . V E L E P H B-01 HP 3 . 1 % 5 3 . 5 9 4 . V E L E 8 5 . 0 9 + 5 1 . A T S T P V 5 7 . 4 9 4 . V E L E 3 9 . 2 0 + 6 1 . A T S C P V -4.8% PVI STA. 16+28.35 PVI ELEV. 493.52 A.D. 4.37% K. 11.63 50.84 V.C. 1 4 . 3 9 4 . V E L E 7 7 . 3 5 + 6 1 . A T S T P V ADJUST EX. MH HEIGHT TO PR. GRADE, SEE MINOR MH ADJUSTMENT DETL 506S-4 -0.4% LP Fill - Unclassified brown & light brown silty sandy clay w/scattered small to medium gravel FAT CLAY WITH GRAVEL (CH), brown, silty, sandy, stiff FINISHED GRADE PVI STA. 17+48.00 PVI ELEV. 492.97 A.D. 1.20% K. 15.83 18.98 V.C. VPC STA. 17+38.51 ELEV. 493.02 VPT STA. 17+57.49 ELEV. 493.04 LP STA. 17+45.82 LP ELEV. 493.00 LP EX. GRADE -0.5% 9 1 . 6 9 4 . L C . R P 7 . 6 9 4 . L C . X E 14+00 5 6 . 4 9 4 . L C . R P 8 . 4 9 4 . L C . X E 14+50 5 4 . 4 9 4 . L C . R P 5 . 4 9 4 . L C . X E 15+00 FAT CLAY WITH GRAVEL (CH), tan & light brown, silty, sandy w/scattered small to medium gravel 0 9 . 4 9 4 . L C . R P 9 . 4 9 4 . L C . X E 16+00 8 4 . 5 9 4 . L C . R P 3 . 5 9 4 . L C . X E 15+50 3 4 . 3 9 4 . L C . R P 8 . 3 9 4 . L C . X E 16+50 9 1 . 3 9 4 . L C . R P 3 . 3 9 4 . L C . X E 17+00 E X 9 9 . 6 - " D I 0 8 5 1 W W T R . 100Y W 1 0 0 Y I N S E R V I C E 6 " D U C T I L E I R O N ( D I ) 9 9 - 0 8 5 1 502 500 498 496 494 492 490 488 486 484 0 5 + 7 1 . A T S - E N I L H C T A M 0 0 . 3 9 4 . L C . R P 1 . 3 9 4 . L C . X E 17+50 T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 0 5 + 7 1 - 0 5 + 3 1 . A T S ( ) 0 5 + 7 1 - 0 5 + 3 1 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP202 25 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ I - - G W D . 3 G E S - 2 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I \ I \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 8 0 : 2 2 2 0 2 / 2 2 / 4 4/22/2022100' DRAINAGE EASEMENT - P.B. 85, PGS. 127B-127D. P.R.T.C.T. PR. 35' SIDEWALK, TRAIL & RECREATION ESMT P C S T A . 1 8 + 7 7 . 1 0 W W 46115 7 8 . 5 8 + 8 1 . A T S T P C9 4 8 8 19+00 488 STA. 18+10.00 BGN PR. HANDRAIL (BOTH SIDES), SEE DETL SD707S-2 P T S T A . 1 8 + 2 1 . 7 6 1 0 + 0 0 4 9 2 4 9 1 C 8 4 Y 9 0 3 0 1 N 2 3 ° 4 0 ' 4 9 " E 5 5 . 3 4 ' 9 4 0 4 8 9 Y 0 0 1 Y 0 0 1 Y 0 0 1 11+00 N34° 50' 58"E 127.01' 489 1 0 100Y 0 Y 0 0 Y 1 100Y 1 0 0 1 0 Y Y 0 STA. 18+75.00 END PR. HANDRAIL (BOTH SIDES) 4 9 1 100Y 494 100Y 493 PR. TEMPORARY WORKING SPACE ESMT 4 9 0 PR.12' HIKE AND BIKE TRAIL, SEE DETL SD1302S-1 EX. 21" AC. WW 85-0702 487 EX. 15" CONC. WW A6223 20+00 4 8 8 0 5 . 1 2 + 0 2 . A T S T P 9 8 . 2 1 + 0 2 . A T S C P C10 12+00 488 N42° 26' 26"E 43.50' 12+23 490 490 489 488 8 4 9 490 F O 491 100Y 0 Y 0 492 1 Y 0 0 1 Y 0 0 1 Y 0 0 1 491 485 486 0 0 . 5 6 + 0 2 . A T S C P C11 W 7 5.0 7 + 46115 0 W A. 2 T T S P 0 1.1 0 + 1 P T S T A . A. 2 T C S P 2 1 + 2 9 . 1 3 C12 B-02 N58° 28' 07"E 26.03' 488 489 490 21+00 10' WASTEWATER EASEMENT - VOL. 2539, PG. 214 9 0 . 8 8 + 1 2 . A T S T P E . O L T O R F S T . HUNTWICK DR. P C S T A . 2 1 + 7 7 . 0 8 C13 488 M A T C H L I N E - N 2 2 ° 4 6 ' 2 0 " E 4 7 . 9 5 ' S T 4 8 9 A A N D R . K E N P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M 5 0 . 8 4 + 7 1 . A T S C P P T S T A . 1 7 + 7 7 . 4 6 493 C 7 P C S T A . 1 8 + 0 1 . 4 1 0 0 1 + 8 6 " E 5 ' 8 ' 4 3 . 9 2 0 N ° 2 2 1 0 0 Y M A T C H L N E I - S T A . 1 7 + 5 0 W W W W W CURVE DATA W EX. 8" DI WTR. 99-0851 W W W CURVE DATA W 9 9 - 0 8 5 1 W E X . 6 " D I W T R 0 . Y 0 1 NO. C7 C8 C9 RADIUS 1 0 55.00' 0 55.00' Y LENGTH 29.41' DELTA 1 0 30.64° 0 Y 20.35' 21.20° 45.00' 8.77' 11.17° DIRECTION CHORD LENGTH NO. RADIUS LENGTH W DELTA DIRECTION CHORD LENGTH N17° 48' 01"E 29.06' N13° 04' 48"E 1 0 N29° 15' 54"E 0 Y 20.24' 8.76' Y 0 0 1 1 0 0 Y Y 0 0 1 C10 65.00' 176343 8.61' 7.59° N38° 38' 42"E 8.61' C11 36.00' 10.07' 16.03° N50° 27' 16"E C12 45.00' 28.04' 35.70° N40° 37' 14"E 10.04' Y 0 27.58' 0 1 Y 0 0 1 100Y 9 9 - 0 8 5 1 E X . 6 " D I W T R . 1 0 0 Y DIRECTION CHORD LENGTH N51° 06' 44"E 11.26' N37° 37' 09"E 10.20' W 176112 E X . 6 " D I W T R . 9 9 - 0 8 5 1 W LOT 3 CHEVY CHASE SOUTH PHASE SIX BOOK 85, PAGES 127B-127D P.R.T.C.T. TAX ID#290469 F&B 4404 OLTORF, L.P. D/B/A CONNECTION APTS. W DOC. No. 2013130889 O.P.R.T.C.T. W W 176131 PVI STA. 17+48.00 PVI ELEV. 492.97 A.D. 1.20% K. 15.83 18.98 V.C. 4 0 . 3 9 4 . V E L E 1 5 . 8 3 + 7 1 . A T S C P V 2 0 . 3 9 4 . V E L E 9 4 . 7 5 + 7 1 . A T S T P V 3 2 . 3 9 4 . L E 0 5 . 3 8 + 7 1 . A T S 7 9 . 2 9 4 . L E 0 0 . 0 1 + 8 1 . A T S 0.7% -1.0% 3 4 . 0 9 4 . L E 0 0 . 5 4 + 8 1 . A T S 8 4 . 0 9 4 . L E 0 0 . 0 4 + 8 1 . A T S - 8.3 % FINISHED GRADE -1.0% PVI STA. 18+97.13 PVI ELEV. 487.73 A.D. 4.87% K. 6.16 30.00 V.C. 8 8 . 7 8 4 . V E L E 3 1 . 2 8 + 8 1 . A T S C P V 9 2 . 8 8 + 8 1 . A T S P L 5 8 . 7 8 4 . V E L E P L 1 3 . 8 8 4 . V E L E 3 1 . 2 1 + 9 1 . A T S T P V 2 4 . 8 8 4 . V E L E 0 0 . 5 1 + 9 1 . A T S C P V PVI STA. 19+30.00 PVI ELEV. 489.00 A.D. -5.63% K. 5.33 30.00 V.C. 0 6 . 5 3 + 9 1 . A T S P H 2 8 . 8 8 4 . V E L E P H 4 7 . 8 8 4 . V E L E 0 0 . 5 4 + 9 1 . A T S T P V . 5 9 7 8 4 . L E 0 0 . 5 7 + 8 1 . A T S - 8.3 % -1.0% LP 3 . 9 % HP EX. GRADE -1.8% PVI STA. 20+15.00 PVI ELEV. 487.50 A.D. 2.23% K. 22.47 50.00 V.C. 4 9 . 7 8 4 . V E L E 0 0 . 0 9 + 9 1 . A T S C P V 5 6 . 9 2 + 0 2 . A T S P L 9 5 . 7 8 4 . V E L E P L 2 6 . 7 8 4 . V E L E 0 0 . 0 4 + 0 2 . A T S T P V 7 0 . 3 9 4 . L C . R P 6 . 3 9 4 . L C . X E 18+00 2 0 . 0 9 4 . L C . R P 7 . 0 9 4 . L C . X E 18+50 6 9 . 7 8 4 . L C . R P 8 . 8 8 4 . L C . X E 19+00 5 6 . 8 8 4 . L C . R P 7 . 9 8 4 . L C . X E 19+50 9 7 . 7 8 4 . L C . R P 8 . 8 8 4 . L C . X E 20+00 6 6 . 7 8 4 . L C . R P 5 . 8 8 4 . L C . X E 20+50 4 9 0 . 2 1 + 5 0 DRAINAGE, UTILITY AND PUBLIC TRAIL EASEMENT- T.C.C.F. NO. 2010125537 E W X. 8" DI W T R. 9 9-0 8 5 1 W F O PVI STA. 21+30.00 PVI ELEV. 488.03 A.D. -0.66% K. 53.03 35.00 V.C. 5 9 . 7 8 4 . V E L E 0 5 . 2 1 + 1 2 . A T S C P V 2 9 . 6 3 + 1 2 . A T S P H 1 0 . 8 8 4 . V E L E P H 9 9 . 7 8 4 . V E L E 0 5 . 7 4 + 1 2 . A T S T P V 498 496 494 492 490 488 486 484 482 480 0 5 + 1 2 . A T S - E N I L H C T A M 9 9 . 7 8 4 . L C . R P 2 . 9 8 4 . L C . X E 21+50 LP 0.5% B-02 HP Fill - Unclassified brown & light brown silty clay FAT CLAY WITH SAND (CH), brown, silty, becoming lighter w/depth, stiff 9 8 . 7 8 4 . L C . R P 7 . 9 8 4 . L C . X E 21+00 493 498 496 494 492 490 488 486 484 482 480 0 5 + 7 1 . A T S - E N I L H C T A M 0 0 . 3 9 4 . L C . R P 1 . 3 9 4 . L C . X E 17+50 I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE W I C K E R S H A M D . R THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 0 5 + 1 2 - 0 5 + 7 1 . A T S ( ) 0 5 + 1 2 - 0 5 + 7 1 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP203 26 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ I - - G W D . 3 G E S - 2 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I \ I \ - I \ E V R D E N O C S N A V E S R E S U \ \ : C M P 8 0 : 2 2 2 0 2 / 2 2 / 4 4/22/20224 8 3 PR. 35' SIDEWALK, TRAIL & RECREATION ESMT WW 46114 4 8 4 EX. 21" DI. WW 85-0702 W W E X . C O N C . A 6 2 2 3 1 8 " 1 0 ' W A S T E W A T E R E A S E M E N T 2 5 3 9 , V O L . - 2 1 4 P G . 485 486 487 2 3 + 0 0 487 N 4 0 ° 1 7 ' 0 5 " E 1 4 0 . 7 4 ' 488 D R AIN A G E, U TILIT Y A N D P U BLIC T R AIL E A S E M E N T- T.C.C.F. N O. 2010125537 Y 0 0 1 4 8 9 8 8 4 9 8 4 100Y 1 0 0 Y LOT 2 CHEVY CHASE SOUTH PHASE SIX BOOK 85, PAGES 127B-127D P.R.T.C.T. TAX ID#290469 F&B 4404 OLTORF, L.P. D/B/A CONNECTION APTS. DOC. No. 2013130889 O.P.R.T.C.T. 8 8 4 PR. 12' HIKE AND BIKE TRAIL, SEE DETL SD1302S-1 P C S T A . 2 3 + 2 8 . 8 2 486 5 1 . 2 5 + 3 2 . A T S T P W W 119770 C14 100Y 488 489 490 1 0 0 Y E 100Y 24+00 N58° 06' 22"E 91.19' 4 8 7 4 8 6 5 3 . 3 4 + 4 2 . A T S C P 4 8 6 C15 1 8.1 5 + 4 0 5.0 6 + 4 5 2 . 5 8 + 4 2 . A T S T P A. 2 A. 2 T T S T C S P P N73° 29' 17"E 6.89' 487 C16 O F M E T A L S H E D 25+00 N52° 23' 28"E 38.34' PR. TEMPORARY WORKING SPACE ESMT W W W 175773 W CURVE DATA E X . 6 " D I W 175759 W T R . W EX 8" DI WTR. 99-0851 W CURVE DATA W F O 4 8 8 RADIUS X E LENGTH DELTA DIRECTION 9 CHORD LENGTH 9 - NO. RADIUS LENGTH DELTA DIRECTION CHORD LENGTH 5 8 9 - 0 D I W T R . 9 E X . 8 " W 1 NO. W C13 C14 C15 9 . 4 9 " - 0 D 8 I 5 W 1 36.00' W 175863 75.00' T 23.33' R . 11.00' 17.51° N31° 31' 42"E 10.96' C16 55.00' 20.25' 21.10° N62° 56' 23"E 20.14' 17.82° N49° 11' 43"E 23.23' C17 100.00' 8.35' 4.78° N54° 46' 59"E 8.35' 0 8 5 1 F H W W 55.00' 14.77' 15.38° N65° 47' 50"E 14.72' P T S T A . 2 1 + 8 8 . 0 9 P C S T A . 2 1 + 7 7 . 0 8 2 2 + 0 0 C 1 3 4 8 8 2 1 4 P G . 2 5 3 9 , V O L . - 1 0 ' W A S T E W A T E R E A S E M E N T P T S M A T 0 1 . 1 0 + 1 2 . A T S C P T A . 2 C H 1 + 2 9 . 1 3 C 1 2 B-02 L I N 2 E N 2 - " E 0 5 ' 6 ' 2 7 . 9 ° 4 4 S T 9 8 4 A . 2 0 9 4 1 + DRAINAGE, UTILITY AND PUBLIC TRAIL EASEMENT- T.C.C.F. NO. 2010125537 5 0 W EX. 8" DI WTR. 99-0851 W A N D R . K E N P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M I N S E R V C E 4 " I D U C T I L E I R O N ( D I ) 9 9 - 0 8 5 1 E X . 6 " D I W W 1 7 6 1 1 2 T R . 9 9 - 0 8 5 1 496 494 492 490 488 486 484 482 480 478 0 5 + 1 2 . A T S - E N I L H C T A M 9 9 . 7 8 4 . L C . R P 2 . 9 8 4 . L C . X E 21+50 PVI STA. 24+35.87 PVI ELEV. 485.41 A.D. 8.91% K. 4.49 40.00 V.C. PVI STA. 24+89.96 PVI ELEV. 487.55 A.D. -5.38% K. 7.44 40.00 V.C. PVI STA. 23+93.51 PVI ELEV. 487.50 A.D. -4.75% K. 6.32 30.00 V.C. 0 4 . 6 8 4 . V E L E 7 8 . 5 1 + 4 2 . A T S C P V 7 0 . 8 3 + 4 2 . A T S P L 5 8 . 5 8 4 . V E L E P L 0 2 . 6 8 4 . V E L E 7 8 . 5 5 + 4 2 . A T S T P V 6 7 . 6 8 4 . V E L E 6 9 . 9 6 + 4 2 . A T S C P V 5 4 . 9 9 + 4 2 . A T S P H 4 3 . 7 8 4 . V E L E P H 7 2 . 7 8 4 . V E L E 6 9 . 9 0 + 5 2 . A T S T P V 3 5 . 7 8 4 . V E L E 1 5 . 8 7 + 3 2 . A T S C P V EX. GRADE 6 7 . 6 8 4 . V E L E 1 5 . 8 0 + 4 2 . A T S T P V -0.2% FINISHED GRADE -4.9% 4 . 0 % LP HP -1.4% 9 8 . 7 8 4 . L C . R P 2 . 8 8 4 . L C . X E 22+00 9 7 . 7 8 4 . L C . R P 9 . 7 8 4 . L C . X E 22+50 9 6 . 7 8 4 . L C . R P 2 . 7 8 4 . L C . X E 23+00 9 5 . 7 8 4 . L C . R P 1 . 8 8 4 . L C . X E 23+50 3 1 . 7 8 4 . L C . R P 1 . 8 8 4 . L C . X E 24+00 1 0 . 6 8 4 . L C . R P 9 . 6 8 4 . L C . X E 24+50 4 3 . 7 8 4 . L C . R P 3 . 7 8 4 . L C . X E 25+00 4 9 . 1 3 + 5 2 . A T S T P 9 5 . 3 2 + 5 2 . A T S C P C17 4 8 7 0 5 + 5 2 . A T S - E N I L H C T A M N57° 10' 31"E 91.06' W W W E X . 4 " D I W T R . 9 9 - 0 8 5 1 496 494 492 490 488 486 484 482 480 478 0 5 + 5 2 . A T S - E N I L H C T A M 0 7 . 6 8 4 . L C . R P 0 . 7 8 4 . L C . X E 25+50 I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N W I C K E R S H A M D . R T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ I - - G W D . 3 G E S - 2 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C I I \ \ \ \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 8 0 : 2 2 2 0 2 / 2 2 / 4 S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 0 5 + 5 2 - 0 5 + 1 2 . A T S ( ) 0 5 + 5 2 - 0 5 + 1 2 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP204 27 OF 109 4/22/2022 W W . D I 2 0 " 8 5 - 0 7 0 2 E X . C O N C . A 6 2 2 2 1 8 " E X . W W 4 1 9 , P G . 2 3 5 T - V O L . 2 N E M E S A R E E T E W A T S 0 ' W A 1 P C S T A . 2 7 + 6 P T S T 4 8 0 6 6.3 0 + 7 T A. 2 C S P A . 2 7 + 4 1 0 0 Y 2 . 9 0 C 2 1 5 . 6 6 6 " E 4' 4' 5 7.2 100Y 4 8 1 3 ° 1 1 2 N 4 8 1 4 8 2 4 C 2 0 8 3 STA. 27+30.00 END PR. 12' URBAN TRAIL, BEGIN PR. BOARDWALK SEE DETL XXX 481 8 0 . 7 4 + 6 2 . A T S T P 484 485 N74° 25' 21"E 21.23' 1 3 . 8 6 + 6 2 . A T S 482 483 C P C19 4 8 5 486 100Y 4 9.2 7 + 6 A. 2 T T S P N80° 41' 00"E 27+00 27.12' 4 8 4 487 B - 0 3 100Y 4 8 7 W W 45999 SEE DETL. SH. CH502 STA. 28+50.00 END PR. HANDRAIL (BOTH SIDES) W STA. 28+30.00 BGN PR. HANDRAIL (BOTH SIDES), SEE DETL SD707S-2 P T S T A . 2 7 + 8 4 . 4 9 100Y 4 7 9 100Y W W 100Y P C S T A . 2 8 + 6 8 . 1 3 9 5 . 7 7 + 8 2 . A T S 100Y T P W P T S T A . 2 0 . 9 0 + 9 2 . A T S C P 2 9 + 1 100Y 8 . 4 8 1 0 0 Y W 28+00 N57° 36' 22"E 83.65' W W C22 29+00 N67° 27' 30"E 31.43' 1 0 0 Y C23 100Y 100Y 488 489 Y 100 4 8 1 DRAINAGE, UTILITY AND PUBLIC TRAIL EASEMENT- T.C.C.F. NO. 2010125537 4 EXISTING CONC. 8 STRUCTURE 4 2 8 3 1 0 0 Y 1 0 0 Y 100Y PR. 35' SIDEWALK, TRAIL & RECREATION ESMT 100Y Y 100 1 0 0 Y Y 100 100Y 100Y Y 0 0 100Y1 1 0 0 Y 100Y 480 481 4 7 9 100Y W W B - 0 4 FH 482 175259 100Y 100Y W W E X . 1 A 0 " 1 P 3 5 V 3 C 0 W W Y 100 STA. 29+40.00 END PR. BOARDWALK, BEGIN PR. 12' URBAN TRAIL SEE DETL SD1302S-1 100Y W 1 0 W 0 Y 0 + 0 0 4 7 5 4 7 5 4 7 6 4 7 4 4 7 4 4 7 6 4 8 0 4 8 1 4 8 2 M A T C H L 4 N 7 N57° 36' 22"E 9 E 85.09' 4 8 1 I - 4 8 2 S T A . 2 9 + 5 0 483 W 1 0 S 0 H Y E R D I N R . 100Y M 100Y Y 100 E X . 9 8 100Y " 9 - 0 D I 8 5 W 1 T R . W R . T X . 6 " D I W W E 3 7 3 FH 5 7 1 NO. RADIUS LENGTH DELTA W DIRECTION CHORD LENGTH NO. RADIUS LENGTH DIRECTION CHORD LENGTH RADIUS LENGTH I N A C18 C19 80.00' 1 0 0 100.00' Y 24.08' 17.25° N65° 47' 56"E 23.99' 10.93' N77° 33' 10"E 10.92' 4 8 7 C20 39.20' C21 36.00' 57.43° N51° 57' 58"E 37.67' 34.36° N40° 25' 39"E 21.27' CURVE DATA 482 DELTA Y 0 0 1 4 8 3 4 8 5 39.30' 4 8 4 21.59' 4 8 6 1 0 0 Y NO. C22 C23 55.00' 55.00' 1 0 0 Y CURVE DATA 2 5 ' D R A Y DELTA 0 0 1 9.85° P . G 9.46' B E . 8 E 5 A , S P E DIRECTION W 0 CHORD LENGTH W 1 N62° 31' 56"E 9.45' 0 Y 9.46' G 9.85° M N62° 31' 56"E 9.45' G PR. TEMPORARY INGRESS/EGRESS ESMT, & TEMPORARY WORKING SPACE ESMT W H A P C S T A . 2 5 + 2 3 . 5 9 P T S T A . 2 5 + 3 1 . 9 4 C17 4 8 7 N 5 2 ° 2 3 ' 2 8 " E 3 8 . 3 4 ' N57° 10' 31"E 91.06' W W W CHORD LENGTH 20.14' 8.35' 100Y 1 0 0 Y 100Y P C S T A . 2 6 + W 2 3 . 0 0 W 4 8 2 4 8 3 46000 W W 46113 C18 485 484 26+00 4 8 6 1 0 0 Y 1 0 0 Y PR. 12' HIKE AND BIKE TRAIL, SEE DETL SD1302S-1 100Y E X . 8 " D I W T R . 9 W 9 - 0 8 5 1 CURVE DATA 6.26° 0 1 Y 0 A N D R . K E N P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N W I C K E R S H A M D . R T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR EX. GRADE -1.4% PVI STA. 26+87.07 PVI ELEV. 484.77 A.D. -3.58% K. 9.78 35.00 V.C. PVI STA. 27+27.07 PVI ELEV. 482.77 A.D. 1.52% K. 22.95 35.00 V.C. 2 0 . 5 8 4 . V E L E 7 5 . 9 6 + 6 2 . A T S C P V 9 8 . 3 8 4 . V E L E 7 5 . 4 0 + 7 2 . A T S T P V 5 6 . 3 8 4 . V E L E 7 5 . 9 0 + 7 2 . A T S C P V B-03 -5.0% 7 1 . 2 8 4 . V E L E 7 5 . 4 4 + 7 2 . A T S T P V PVI STA. 28+07.07 PVI ELEV. 480.00 A.D. 3.47% K. 8.66 30.00 V.C. 2 5 . 0 8 4 . V E L E 7 0 . 2 9 + 7 2 . A T S C P V 7 0 . 2 2 + 8 2 . A T S P L 0 0 . 0 8 4 . V E L E P L 0 0 . 0 8 4 . V E L E 7 0 . 2 2 + 8 2 . A T S T P V STA. 27+30.00 BGN PR. BOARDWALK SEE DETL XXX Fill - Unclassified brown & light brown silty sandy clay w/scattered small to large gravel FAT CLAY WITH SAND (CH), brown, silty, w/few small gravel, becoming lighter w/depth -3.5% FINISHED GRADE LP 0.0% 18' MAX. (TYP.) 0 0 . 6 8 4 . L C . R P 7 . 6 8 4 . L C . X E 26+00 9 2 . 5 8 4 . L C . R P 9 . 4 8 4 . L C . X E 26+50 1 1 . 4 8 4 . L C . R P 9 . 4 8 4 . L C . X E 27+00 FAT CLAY (CH) 8 9 . 1 8 4 . L C . R P 3 . 0 8 4 . L C . X E 27+50 8 2 . 0 8 4 . L C . R P 2 . 9 7 4 . L C . X E 28+00 0 0 . 0 8 4 . L C . R P 8 . 8 7 4 . L C . X E 28+50 ±9' ±9' CNTR DRILLED SHAFTS OVER EX. TRIBUTARY S . E 1 N 2 T 7 & B - 1 W 2 A 7 S D T , E P . W R . A T T . E C R . T . E A S E M E N T PVI STA. 29+45.23 PVI ELEV. 478.41 A.D. 7.46% K. 2.68 20.00 V.C. VPC STA. 29+35.23 ELEV. 478.73 VPT STA. 29+55.23 ELEV. 478.83 LP STA. 29+43.79 LP ELEV. 478.59 LP PVI STA. 28+95.36 PVI ELEV. 480.00 A.D. -3.19% K. 9.39 30.00 V.C. 0 0 . 0 8 4 . V E L E 6 3 . 0 8 + 8 2 . A T S C P V 6 3 . 0 8 + 8 2 . A T S P H 0 0 . 0 8 4 . V E L E P H 2 5 . 9 7 4 . V E L E 6 3 . 0 1 + 9 2 . A T S T P V Fill - Unclassified brown & light brown silty sandy clay w/scattered small to large gravel STA. 29+40.00 END PR. BOARDWALK SEE DETL XXX HP -3.2% FAT CLAY (CH), brown, silty, sandy w/small to medium gravel, becoming lighter & more silty-sandy w/depth, stiff STA. 29+43.00 EX. 8" DI WL FL EL. 474.60 FAT CLAY WITH SAND (CH), tan & light brown, silty, w/few small gravel, becoming lighter w/depth, firm 9 7 . 9 7 4 . L C . R P 1 . 9 7 4 . L C . X E 29+00 B-04 0 5 + 9 2 . A T S - E N I L H C T A M 6 6 . 8 7 4 . L C . R P 2 . 0 8 4 . L C . X E 29+50 490 488 486 484 482 480 478 476 474 472 M A T C H L N E I - S T A . 2 5 + 5 0 W E X . 4 " D I W T R . 9 9 - 0 8 5 1 W 0 5 + 5 2 . A T S - E N I L H C T A M 0 7 . 6 8 4 . L C . R P 0 . 7 8 4 . L C . X E 25+50 490 488 486 484 482 480 478 476 474 472 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ I - - G W D . 3 G E S - 2 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I \ I \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 9 0 : 2 2 2 0 2 / 2 2 / 4 S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 0 5 + 9 2 - 0 5 + 5 2 . A T S ( ) 0 5 + 9 2 - 0 5 + 5 2 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP205 28 OF 109 4/22/2022477 476 476 475 475 ●● ● ● ●● ● ● ●● 475 474 ● ● ●● 474 ● ● ●● ● ● ●● 4 7 3 ●● ● ● ● ● ● ● ● ● ●● ●● ●● ● ● ●● 473 ● ● ●● ● ● ●● 474 ● ● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ● ● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ● ● ● ● ● ● ● ● 4 ●● 7 2 ●● 4 7 1 ●● ●● ●● ●● ●● ●● ● ● ● ● ● ● ●● ●● 4 5 0 1 E R I V E R S I D E D R 7 8 7 4 1 4 7 4 4 7 4 4 7 3 4 7 3 ● ● 4 7 1 4 7 3 472 ● ● ●●● ● 4 7 3 ● ● ●● ● ● ●● ● ● ●● ● ● ●● 4 7 3 ● ● ● ● 4 7 1 ●● ●● 4 7 2 ●● ● ● ●● ● ● ● ● ●● 4 7 0 ● ● ● ● ● ● ● ● ●● ●● ●● ●● ●● ● ● ● ● ●● ●● ● ● ●● ● ● ●● ● ● ● ● ●● ●● ●● ●● 4 7 0 ● ● ● ● 4 7 1 4 7 2 ● ● ●● ● ● ●● ● ● ●● ● ● ●● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ● ● ● ● ●● ● ● ●● ● ● ●● 4 7 3 4 7 4 4 7 5 4 7 6 W ● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● 9 7.5 7 + 8 A. 2 T T S P W 2 8 9.0 8.4 0 1 + + 9 9 A. 2 A. 2 T C S T 100Y T S P P 100Y W 0 5 + 9 2 A. T N67° 27' 30"E 29+00 31.43' 480 100Y C23 100Y 4 7 9 481 CHORD LENGTH STA. 29+40.00 END PR. BOARDWALK, BEGIN PR. 12' URBAN TRAIL SEE DETL SD1302S-1 100Y 475 476 477 8 1 . 0 4 + 1 3 . A T S T P 478 P C 479 S T A . 3 1 + 2 5 . 4 8 C 2 7 N 2 2 ° 0 4 ' 0 8 " E 1 9 . 4 2 ' STA. 29+88.16 OS. 6.00' R BGN WALL 01, SEE DETL SHT. S3.0 4 7 8 479 STA. 30+02.84 480 OS. 6.00' R END WALL 01 480 DRAINAGE, UTILITY AND PUBLIC TRAIL EASEMENT- T.C.C.F. NO. 2010125537 T S P T S T A . 3 P T S T A. 30+31.49P T A . 3 E 0 + 9 0 . 4 4 8 1 1 + 0 6 . 0 5 0 2 + C 0 6 4 1 8 P C S T 1 7 N 03° 20' 44" W 3 0.06' C 24 N 8 6 ° 4 2 . 4 1' 5 0' 9 " E 1 2 0 . ' P C S T A. 30+33.89 Y 0 0 1 4 Y 8 0 3 0 1 4 8 2 C25 Y 0 0 1 A . 3 0 + 9 0 . 5 3 100Y 100Y Y 0 0 1 4 7 6 477 7 3.5 0 + 0 T A. 3 C S 481 P D S 1 8 ' ' R C P 30+00 480 481 482 W W H F 100Y E - S 479 N57° 36' 22"E 85.09' LIN B-04 482 H 175259 C T A M W 100Y E X . 9 9 8 " - 0 8 D I 5 1 W T R . W 1 0 0 Y 1 0 0 Y 100Y 100Y E X . 8 1 3 - 2 0 " 0 D 4 I 3 W W S H E ( 7 R I 0 ' N R G . O . H A M W . ) W D R . 480 N46° 07' 49"E 64.64' 32+00 4 8 0 481 482 481 100Y Y 0 0 1 482 100Y 1 0 0 Y PR. SIDEWALK, TRAIL & RECREATION ESMT CURVE DATA 474 475 476 P T S T A . 2 8 . 4 0 + 2 3 . 4 7 9 3 2 + 2 2 . 6 7 WW C28 A T S C P ) E T A V I R P ( W W C V P " 6 . X E 100Y CEF Y 0 1 0 CEF INSTALL: TYPE 1 SWLK CURB RAMP, SEE COA W T R . DETL SD432S-5 D I W 6 " E X . F H 175299 175246 W CEF W 1 7 5 3 3 7 G 100Y 1 0 0 Y CEF CEF CEF E CEF E X . 2 ' ' C S G A S REMOVE & RECONSTRUCT EXIST. SIDEWALK PER DETL 432S-1 C24 C25 C26 55.00' 36.00' 35.00' NO. CEF RADIUS LENGTH CEF DELTA CEF DIRECTION CHORD LENGTH CEF CURVE DATA CEF LENGTH CEF DELTA DIRECTION CEF CHORD LENGTH CEF Y 0 0 1 27.93' 29.09° N72° 09' 10"E 27.63' 14.70' 24.06° N34° 05' 59"E 14.59' 56.58' 90.05° N41° 40' 37"E 50.93' C28 80.00' 17.85' 12.79° N39° 44' 12"E 17.82' 15.52' 25.41° N09° 21' 42"E 15.40' 1 0 9 PR. 12' HIKE AND BIKE TRAIL, SEE DETL SD1302S-1 LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION BK. 99, PG. 40 LOT 1, BLOCK A LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION POST RIVERSIDE COUNTRY CLUB, LLC 4600 SHERINGHAM DRIVE NO. RADIUS 78741 TCAD 0307010202 35.00' C27 4 7 7 4 7 8 477 4 7 8 4 7 9 4 7 9 4 8 0 EX. 6" PVC WW (PRIVATE) N 3 3 ° 2 0 ' 3 5 " E 1 4 6 . 5 1 ' 10' WASTEWATER EASEMENT - VOL. 2539, PG. 100 3 3 + 0 0 4 8 1 4 8 2 100Y 100Y 100Y 480 Y 0 0 1 P T S T A . 3 4 A N D R . + 0 K 3 . P L E A S A N T V A L L E Y R D . S D 7 0 E N H R . E R I N G H A M P C S T A . 3 3 + 6 9 . 1 8 M A T C H L 4 8 0 I N E - S T A . 3 3 100Y + 5 0 9 C 2 Y 0 0 1 E . R I V E R S I D E D R . W I C K E R S H A M L N . 490 488 486 484 482 480 478 476 474 472 0 5 + 9 2 . A T S - E N I L H C T A M Fill - Unclassified brown & light brown silty sandy clay w/scattered small to large gravel 4 . 3 % STA. 29+92 EXIST. 15" STRM FL EL. 478.08 FAT CLAY (CH), brown, silty, sandy w/small to medium gravel, becoming lighter & more silty-sandy w/depth, stiff STA. 29+73.36 EX. 12" DI WWL FL EL. 473.87 6 6 . 8 7 4 . L C . R P 2 . 0 8 4 . L C . X E 29+50 FAT CLAY WITH SAND (CH), tan & light brown, silty, w/few small gravel, becoming lighter w/depth, firm 4 7 . 0 8 4 . L C . R P 4 . 2 8 4 . L C . X E 30+00 PVI STA. 30+80.38 PVI ELEV. 481.16 A.D. 1.27% K. 14.68 18.58 V.C. 2 4 . 1 8 4 . V E L E 9 0 . 1 7 + 0 3 . A T S C P V 1 0 . 1 8 4 . V E L E 7 6 . 9 8 + 0 3 . A T S T P V PVI STA. 30+37.85 PVI ELEV. 482.36 A.D. -7.09% K. 5.64 40.00 V.C. 1 5 . 1 8 4 . V E L E 5 8 . 7 1 + 0 3 . A T S C P V 3 9 . 1 4 + 0 3 . A T S P H 2 0 . 2 8 4 . V E L E P H 9 7 . 1 8 4 . V E L E 5 8 . 7 5 + 0 3 . A T S T P V PVI STA. 31+39.32 PVI ELEV. 480.24 A.D. 1.58% K. 22.21 35.00 V.C. 1 5 . 0 8 4 . V E L E 2 8 . 1 2 + 1 3 . A T S C P V 5 3 . 6 5 + 1 3 . A T S P L 5 2 . 0 8 4 . V E L E P L 5 2 . 0 8 4 . V E L E 2 8 . 6 5 + 1 3 . A T S T P V PVI STA. 32+22.69 PVI ELEV. 479.71 A.D. 3.18% K. 6.85 21.80 V.C. 9 8 . 9 7 4 . V E L E 9 7 . 1 1 + 2 3 . A T S C P V 4 1 . 3 2 + 2 3 . A T S P L 0 8 . 9 7 4 . V E L E P L 8 8 . 9 7 4 . V E L E 9 5 . 3 3 + 2 3 . A T S T P V PVI STA. 33+07.07 PVI ELEV. 481.00 A.D. -3.40% K. 13.22 45.00 V.C. 6 6 . 0 8 4 . V E L E 7 5 . 4 8 + 2 3 . A T S C P V 5 7 . 4 0 + 3 3 . A T S P H 1 8 . 0 8 4 . V E L E P H 8 5 . 0 8 4 . V E L E 7 5 . 9 2 + 3 3 . A T S T P V HP -2.8% -1.6% LP 0.0% -1.7% LP 1 . 5 % HP EX. GRADE FINISHED GRADE PVI STA. 31+90.00 PVI ELEV. 480.25 A.D. -1.68% K. 17.89 30.00 V.C. 8 3 . 5 7 + 1 3 . A T S P H 5 2 . 0 8 4 . V E L E P H 0 0 . 0 8 4 . V E L E 0 0 . 5 0 + 2 3 . A T S T P V 5 2 . 0 8 4 . V E L E 0 0 . 5 7 + 1 3 . A T S C P V HP 6 9 . 1 8 4 . L C . R P 6 . 2 8 4 . L C . X E 30+50 5 8 . 0 8 4 . L C . R P 8 . 0 8 4 . L C . X E 31+00 6 2 . 0 8 4 . L C . R P 4 . 0 8 4 . L C . X E 31+50 8 0 . 0 8 4 . L C . R P 2 . 1 8 4 . L C . X E 32+00 3 1 . 0 8 4 . L C . R P 3 . 0 8 4 . L C . X E 32+50 0 8 . 0 8 4 . L C . R P 4 . 1 8 4 . L C . X E 33+00 490 488 486 484 482 480 478 476 474 472 0 5 + 3 3 . A T S - E N I L H C T A M 9 1 . 0 8 4 . L C . R P 7 . 0 8 4 . L C . X E 33+50 I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B P L E A S A N T V A L L E Y R D . . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I T N E M T R A P E D S K R O W C I L B U P I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 0 5 + 3 3 - 0 5 + 9 2 . A T S ( ) 0 5 + 3 3 - 0 5 + 9 2 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP206 29 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ I - - G W D . 3 G E S - 3 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I \ I \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 0 1 : 2 2 2 0 2 / 2 2 / 4 4/22/20227 4 2 4 1 7 471 469 470 471 472 468 469 470 469 468 ● ● 471 ● ● ● ● 4 7 0 ● ● ● ● ● 471 472 ● ● ● ● ●● ● ● ● ● 4 7 0 472 ●● ● ● ●● ● ● ● ● ●● ●● ●● ● ● 4 6 ●● 9 ● ● 4 6 8 ●● ●● ●● ● ● ● ● ●● ●● ●● ●● ●●● ● ● ● ●● ● ● ●● ● ● ●● 470 ● ● ●● ● ● ●● 469 ● ● ●● ● ● ●● 470 ● ● ●● ●●● ● 469 4 ● ● 6 8 ●● ●● 4 6 7 ●● ●● 4 6 7 ●● ●● ●● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ● ● ● ● ● ● ● ● ●● ●● ●● ●● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ●● ● ● ●● 471 4 7 2 ● ● ●● ●● ● ● ● ● ● ● ● ● ● ● ●● ●● ●● ●● ● ● ●● ● ● ●● 4 7 0 471 472 ●● ●● 468 ●● ●● ● ● ● ● ●● ● ● ●● ● ● ● ● 469 ● ● ● ● ● ● ● ● 4 6 ● ● 7 ● ● 4 ● ● 6 6 ● ● ● ● ● ● 4 6 ● ● 6 ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● ●● EXIST. PEDESTRIAN BRIDGE 4 6 9 4 6 8 468 467 ● ● ●● ● ● ● ● ●● ●● ● ● 468 ●● 4 6 8 ● ● ● ● 467 ● ● ● ● ● ● ●● ●● ●● ●● ●● ●● 470 469 4 7 2 4 7 1 4 6 8 4 6 7 473 472 471 470 469 468 467 4 7 0 4 6 9 4 6 6 ● ● 4 6 5 ● ● ●● ●● 4 6 8 ●● 4 6 7 ●● ● ● ● ● ● ● ●● ●● ●● ●● ●● ●● 4 6 7 466 ● ● ● ● 467 ● ● ● ● 4 6 5 ● ● ● ● ●● ●● ●● ●● ●● ●● ●● ●● 4 ● ● 6 5 ● ● ● ● ● ● 4 6 4 ●● ● ● ● ● ●● 4 6 ● ● 3 ●● 4 6 7 4 6 6 473 474 475 476 8 1 . 9 6 + 3 3 . A T S C P P C S T A . 3 P T S T A . 3 4 + 0 3 479 . 0 7 3 4 + 0 0 N 0 9 ° 4 + 1 6 . 4 1 0 4 ' 3 7 " E 1 3 . 3 5 ' 4 8 0 C 2 9 B-05 477 475 4 476 4 . 4 4 + 4 3 . A T S T P 4 7 8 C30 473 474 STA. 35+57.00 END PR. HANDRAIL (BOTH SIDES) W W C O P T S T A . 3 8 5 . 1 0 + 5 3 . A T S C P 35+00 5 + 3 5 . 5 0 4' 5 2 . 9 4 ° 5 4 7 9 0 N C 3 2 7 " W 7' 4 7 8 P S T 4 8 C 3 1 0 0 Y C N38° 16' 25"E 4 57.14' 8 0 470 471 472 P T S T A . 3 5 + 6 3 . 9 6 P C S T A . 3 5 + 8 6 . 8 7 0 3 . 3 9 + 5 473 3 . A T S T P N27° 32' 44"E 22.91' C33 36+00 477 474 475 477 478 479 0 5 + 3 3 . A T S - E N I L H C T A M 0 Y 0 1 10' WASTEWATER EASEMENT - VOL. 2539, PG. 100 100Y EX. 6" PVC WW (PRIVATE) A . 3 5 + 3 8 . 4 7 EX. 8" PVC WW (PRIVATE) W W C O 0 1 1 0 0 Y Y 0 0 1 1 0 0 Y W W DRAINAGE, UTILITY AND PUBLIC TRAIL EASEMENT- T.C.C.F. NO. 2010125537 100Y 0 0 1 Y STA. 35+27.00 BGN PR. HANDRAIL (BOTH SIDES), SEE DETL SD707S-2 0 Y CURVE DATA CURVE DATA 0 1 Y 0 0 1 100Y Y 0 0 1 CHORD LENGTH 14.59' 17.82' CEF CEF C29 C30 80.00' 55.00' C31 45.00' 33.92' 43.19° 28.03' 29.20° N23° 40' 31"E 1 N16° 40' 44"E Y 0 0 27.72' 33.12' CEF 1 0 0 Y 1 0 0 Y NO. RADIUS LENGTH DELTA DIRECTION CHORD LENGTH NO. RADIUS LENGTH DELTA DIRECTION CHORD LENGTH 33.88' 24.27° N21° 12' 36"E 33.63' C32 45.00' 25.49' 32.46° N11° 18' 53"E 25.16' C33 CEF 45.00' 6.43' CEF 8.19° N31° 38' 23"E CEF 6.43' CEF Y 0 0 1 CEF Y 0 0 1 100Y CEF 476 N35° 44' 02"E 163.74' 37+00 474 475 476 PR. 12' HIKE AND BIKE TRAIL, SEE DETL SD1302S-1 W W C O Y 0 0 1 1 0 0 Y LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION BK. 99, PG. 40 LOT 1, BLOCK A LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION POST RIVERSIDE COUNTRY CLUB, LLC 4600 SHERINGHAM DRIVE 78741 TCAD 0307010202 CEF CEF 1 0 0 Y 1 0 0 Y Y 0 0 1 4 7 CEF 5 0 . 7 5 + 7 472 3 . A T S C P C34 473 0 5 + 7 3 . A T S - E N I 100Y L H C T A M 4 7 1 476 W W C O 1 0 0 Y P T S T A . 3 7 + 7 0 . 5 4 NO. RADIUS LENGTH C34 45.00' 13.50' CEF C35 45.00' 9.82' P L E A S A N T V A L L E Y R D . D S H R . E R I N G H A M E . R I V E R S I D E D R . W I C K E R S H A M L N . PVI STA. 34+27.07 PVI ELEV. 478.75 A.D. 3.59% K. 16.72 60.00 V.C. 4 4 . 8 2 + 4 3 . A T S P L 2 0 . 9 7 4 . V E L E P L 1 3 . 9 7 4 . V E L E 7 0 . 7 9 + 3 3 . A T S C P V 6 2 . 9 7 4 . V E L E 7 0 . 7 5 + 4 3 . A T S T P V -1.9% B-05 LP 1 . 7 % 4 5 . 0 8 4 . L E 3 2 . 4 9 + 4 3 . A T S 8 4 . 0 8 4 . L E 1 5 . 0 0 + 5 3 . A T S -1.0% 6 5 . 9 7 4 . L E 1 7 . 4 7 + 4 3 . A T S 5 . 0 % 2 5 . 9 7 4 . L E 7 5 . 9 7 4 . L E 7 0 . 2 2 + 5 3 . A T S 7 0 . 7 2 + 5 3 . A T S -4.2% -1.0% 1 1 . 7 7 4 . L E 7 0 . 7 5 + 5 3 . A T S -8.0 % FINISHED GRADE EX. GRADE -0.4% 486 484 482 480 478 476 474 472 470 468 Fill - Unclassified brown & light brown silty sandy clay w/scattered small to large gravel & limestone rock FAT CLAY (CH), brown, silty, sandy, w/ferrous deposits, stiff FAT CLAY WITH SAND (CH), tan, silty, firm 0 5 + 3 3 . A T S - E N I L H C T A M 9 1 . 0 8 4 . L C . R P 7 . 0 8 4 . L C . X E 33+50 6 2 . 9 7 4 . L C . R P 9 . 9 7 4 . L C . X E 34+00 6 1 . 9 7 4 . L C . R P 7 . 9 7 4 . L C . X E 34+50 9 4 . 0 8 4 . L C . R P 5 . 0 8 4 . L C . X E 35+00 8 6 . 7 7 4 . L C . R P 0 . 9 7 4 . L C . X E 35+50 5 9 . 6 7 4 . L C . R P 0 . 8 7 4 . L C . X E 36+00 5 7 . 6 7 4 . L C . R P 1 . 7 7 4 . L C . X E 36+50 6 5 . 6 7 4 . L C . R P 7 . 6 7 4 . L C . X E 37+00 PVI STA. 37+58.10 PVI ELEV. 476.34 A.D. -0.96% K. 62.26 60.00 V.C. 5 4 . 6 7 4 . V E L E 0 1 . 8 2 + 7 3 . A T S C P V 3 9 . 5 7 4 . V E L E 0 1 . 8 8 + 7 3 . A T S T P V 0 5 + 7 3 . A T S - E N I L H C T A M 3 3 . 6 7 4 . L C . R P 2 . 7 7 4 . L C . X E 37+50 486 484 482 480 478 476 474 472 470 468 I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I T N E M T R A P E D S K R O W C I L B U P I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 0 5 + 7 3 - 0 5 + 3 3 . A T S ( ) 0 5 + 7 3 - 0 5 + 3 3 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP207 30 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ I - - G W D . 3 G E S - 3 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I \ I \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 0 1 : 2 2 2 0 2 / 2 2 / 4 4/22/2022472 471 470 469 468 4 7 0 4 6 9 A M E N A D D M 468 466 ● ● ● ● 467 ● ● ● ● ● ●● ●● ●● ●● ●● 4 6 5 ● ● ● ● 4 6 7 4 ● ● 6 5 ●● ● ● ● ● ● ● ●● ●● ●● 4 6 4 ●● ● ● ● ● ●● 4 6 ● ● 3 ●● 464 ● ● ●● ● ● ●● ● ● 464 ●● ●● ● ● 4 6 7 4 6 6 PR. 12' HIKE AND BIKE TRAIL, SEE DETL SD1302S-1 ● ● ●● ● ● ●● ● ● ●● 468 469 470 4 7 1 3 8 + 0 0 0 1 " E N 1 8 ° 3 3 ' 8 5 . 6 8 ' 4 7 4 4 7 5 5 0 . 7 5 + 7 472 3 . A T S C P C34 473 474 0 5 + 7 3 . A T S - E N I L H C T A M 100Y 475 476 1 0 0 Y Y 0 0 1 476 W W C O 1 0 0 Y P T S T A . 3 7 + 7 0 . 5 4 470 469 468 467 D E 467 I T D . N E . T E P E P A A R R N D N O I 465 4 6 6 STA. 38+92.00 OS. 6.00' L BGN PR. HANDRAIL, SEE COA DETL SD707S-2 465 . . ● ● ● ● ● ● ● ● ● ● ● ● ● ● I O O O O C N N U C U D C N L L L 2 1 6 2 3 S E P B V T . 2 A S , P 4 6 3 ● ● ●● ●● 466 467 ●● P ●● C 0 E G G 1 0 1 ●● W R . E 9 I T ●● 2 E 5 0 ●● 0 ●● H I M N E 5 3 7 N A 466 T T . D . P T S T A 3 8 + 6 6 . 0 4 S T A . 3 8 + 5 6 . 2 2 ● ● ● ● ● ● ●● ●● ●● ● ● P C S T ●● A . 3 9 + 0 468 2 0 7 . E O . A N 467 C 3 5 4 7 1 N31° 03' 20"E 36.03' 4 7 4 2 7 3 STA. 39+49.20 END PR. 12' URBAN TRAIL, 466 BEGIN PR. BOARDWALK SEE DETL XXX 465 0 1 0 ' D . E . P E ● ● ● ● R 4 6 3 B K . 9 9 , ●● P ●● G ●● ● ● ● ● ● ● 465 ●● ●● ●● ●● . 4 0 ●● 1 465 4.9 2 + 9 ●● 464 ●● ●● 464 ●● ●● ●● ●● 469 39+00 C36 A. 3 T T S P E O H REMOVE & RELOCATE EX. SDL HDWL, SEE DETL 508S-13 E . R I ( R . O . W . V E R S I V A R I S E D E STA. 39+67.20 OS. 6.00' L END PR. HANDRAIL STA. 39+67.20 END PR. BOARDWALK, BEGIN PR. 12' URBAN TRAIL SEE DETL SD1302S-1 D R ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●● ●● ●● ●● ●● ●● ●● ) . ● ● ● ● ● ● ●● ● ● ●● E ●● ● ●●● O H STA. 39+70.96 OS. 6.00' R BGN WALL 02, SEE DETL SHT. S3.0 ●● ●● ● ● ●● ● ● ● ● ●● ●● ● ● ●● 4 6 4 5 6 4 6 4.7 6 + 9 PT STA. 39+75.63 T A. 3 C S P 5 4 " R C P 4 6 C37 8 N 6 6° 1 1 7.0 4 6 7 0' 0 2' 1"E 40+00 C38 E O H PC STA. 39+92.66 4 7 0 N54° 50' 27"E 39.85' 4 6 9 B-06 Y 0 0 1 Y 474 1 0 0 4 G. 1 7 5 7, P 9 5 2 Y Y E X . 8 " P V C W W ( P R I V A T E ) 100 476 1 0 D R A I N A G E , 0 Y E A S E M E N T - T . C . C . F . STA. 38+67.00 END PR. HANDRAIL (BOTH SIDES) 0 0 1 I C 475 U T I L I T Y A N D P U B L I C T R A I L 2 0 1 0 1 2 5 5 3 7 477 N O . 471 Y 0 0 1 Y 0 0 472 1 W W 474 473 STA. 39+12.04, MAIN TRAIL = STA. 1+00.00, RIVERSIDE TRAILHEAD, SEE SHT. CP211 STA. 38+02.00 BGN PR. HANDRAIL (BOTH SIDES), SEE DETL SD707S-2 PR. RIVERSIDE TRAILHEAD, SEE SH. CP211 CURVE DATA 473 Y 0 1 0 0 0 1 PR. SIDEWALK, TRAIL & RECREATION ESMT Y 3 6 " R C P E O H P T S T A Y 0 0 . 4 1 0 + 0 8 . 2 7 1 0 0 Y E D S STA. 40+15.88 OS. 6.00' R END WALL 02, BGN WALL 03, SEE DETL SHT. XXX E O H CURVE DATA D S 476 X. 8" P E 1 0 V 0 Y C W 4 7 7 W ( P RIV A T E ) 1 0 0 L. 1 LOT 1, CHEVY CHASE SOUTH, O PHASE SIX RESUBDIVISION 100Y R V BK. 99, PG. 40 E D.E. P LOT 1, BLOCK A LOT 1, CHEVY CHASE SOUTH, CURVE DATA P PHASE SIX RESUBDIVISION C POST RIVERSIDE COUNTRY CLUB, LLC 4" R RADIUS NO. DELTA 4600 SHERINGHAM DRIVE 5 78741 22.83' TCAD 0307010202 LENGTH 23.79° 55.00' C36 Y R S I W A Y D E V A R D R I V E I E S ) E X. 1 A 8" C 6 6 2 O N 0 C. W W W E X 2 4 " H D P E W T R E . . . . ( R O W V A R I E S ) R I V E R S I D E D R . ● ● ● ● ● ● ● ● ●● ●● ●● ●● ●● ● ● ● ● ● ● ● ● ● ● W . STA. 41+23.38 OS. 6.00' R END WALL 04, BGN WALL 05, SEE DETL SHT. XXX 2 0 1 0 - 0 ●● 0 6 8 ●● ●● ●● ●● ● ● ● ● ● ● ● ● D ● ● 625323 ●● ●● ●● ● ● E X . 8 C O N C . W W 2 9 " E N 2 1 ° 2 6 ' 9 1 . 0 2 ' 1 0 0 Y 1 0 0 Y 4 EX. 6" DI WTR. 1 . 2010-0068 5 1 + 1 4 . 625323 W N37° 56' 56"E 84.01' 100Y 0 5 + 1 4 . A T S - E N I L H C T A M EX. 72'' UNK. SS P C S T A . 4 0 + 9 9 . 9 2 EX. 72'' UNK. SS 4 1 + 0 0 C39 466 EX. 72'' UNK. SS A T S T P W 1 W 0 0 Y STA. 40+74.62 OS. 6.00' R END WALL 03, BGN WALL 04, SEE DETL SHT. XXX W W W POST RIVERSIDE COUNTRY CLUB, LLC NO. RADIUS LENGTH DELTA DIRECTION CHORD LENGTH DIRECTION CHORD LENGTH NO. RADIUS LENGTH DELTA DIRECTION CHORD LENGTH C34 CEF C35 45.00' 45.00' 9.82' CEF 13.50' 17.18° N27° 08' 31"E 13.45' N42° 56' 53"E 22.67' 15.61' 44.73° E N43° 48' 15"E 15.22' W 12.51° N24° 48' 10"E 9.80' C37 55.00' 10.87' 11.33° N60° 30' 14"E 10.85' 15.85' E 16.51° N29° 41' 42"E 15.79' C38 C39 20.00' 55.00' Y 0 0 1 O H W W P L E A S A N T V A L L E Y R D . D S H R . E R I N G H A M E . R I V E R S I D E D R . W I C K E R S H A M L N . 4 2 " R C P 2 4 " R C P 1 0 E 0 Y . W E & W W E . . . . 8 2 8 STA. 42+44.99 P E R OS. 6.00' R V O BGN WALL 07, L . 1 SEE DETL SHT. S3.0. 1 5 1 INSTALL HANDRAIL 2 , P ALONG TOP OF WALL G 4 2 ' ' R C P T B A 4 7 CEF 5 4 . 6 7 4 . V E L E 0 1 . 8 2 + 7 3 0 . A 5 T S + C 7 P 3 V . A T S - E N I L H C T A M 3 3 . 6 7 4 . L C . R P 2 . 7 7 4 . L C . X E 37+50 480 478 476 474 472 470 468 466 464 462 4 7 . 5 7 4 . L E 7 0 . 2 0 + 8 3 . A T S -1.4% 3 9 . 5 7 4 . V E L E 0 1 . 8 8 + 7 3 . A T S T P V 4 3 . 3 7 4 . L E 7 0 . 2 3 + 8 3 . A T S 9 2 . 3 7 4 . L E 7 0 . 7 3 + 8 3 . A T S -8.0 % -1.0% FAT CLAY (CH), brown, silty, sandy w/scattered small to medium gravel, becoming lighter and less gravel w/depth, firm EX. GRADE 9 8 . 0 7 4 . L E 7 0 . 7 6 + 8 3 . A T S -8.0 % -1.5% PVI STA. 37+58.10 PVI ELEV. 476.34 A.D. -0.96% K. 62.26 60.00 V.C. PVI STA. 39+27.07 PVI ELEV. 470.00 A.D. -3.51% K. 5.69 20.00 V.C. 5 1 . 0 7 4 . V E L E B-06 7 0 . 7 1 + 9 3 . A T S C P V 0 5 . 9 6 4 . V E L E 7 0 . 7 3 + 9 3 . A T S T P V PVI STA. 39+99.60 PVI ELEV. 466.37 A.D. 4.62% K. 4.33 20.00 V.C. 7 8 . 6 6 4 . V E L E 0 6 . 9 8 + 9 3 . A T S C P V 3 3 . 6 6 4 . V E L E 0 6 . 9 0 + 0 4 . A T S T P V EB RIVERSIDE DR (FUTR) WB RIVERSIDE DR (EX. & FUTR) EB RIVERSIDE DR (EX.) STA. 39+97 LOW CHORD (FUTR) ELEV. ±474.93 Fill - Unclassified brown & light brown silty sandy clay w/scattered small to large gravel & limestone rock STA. 40+22 LOW CHORD (EX.) ELEV. ±475.27 STA. 40+58 LOW CHORD (EX.) ELEV. ±475.27 STA. 41+28 LOW CHORD (EX.) ELEV. ±475.24 STA. 41+28 LOW CHORD (FUTR) ELEV. ±474.90 STA. 40+66 LOW CHORD (FUTR) ELEV. ±474.93 STA. 39+49.20 BGN PR. BOARDWALK SEE DETL XXX STA. 39+67.20 END PR. BOARDWALK SEE DETL XXX -5.0% 7 7 . 5 7 4 . L C . R P 8 . 6 7 4 . L C . X E 38+00 6 2 . 2 7 4 . L C . R P 6 . 4 7 4 . L C . X E 38+50 0 4 . 0 7 4 . L C . R P 5 . 2 7 4 . L C . X E 39+00 24" 18' MAX. (TYP.) 5 8 . 8 6 4 . L C . R P 4 . 4 7 4 . L C . X E 39+50 8 4 . 6 6 4 . L C . R P 3 . 1 7 4 . L C . X E 40+00 FINISHED GRADE -0.4% 9 9 . 5 6 4 . L C . R P 2 . 9 6 4 . L C . X E 41+00 8 1 . 6 6 4 . L C . R P 9 . 7 6 4 . L C . X E 40+50 480 478 476 474 472 470 468 466 464 462 0 5 + 1 4 . A T S - E N I L H C T A M 0 8 . 5 6 4 . L C . R P 2 . 7 6 4 . L C . X E 41+50 I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I T N E M T R A P E D S K R O W C I L B U P I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 0 5 + 1 4 - 0 5 + 7 3 . A T S ( ) 0 5 + 1 4 - 0 5 + 7 3 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP208 31 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ I - - G W D . 3 G E S - 3 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I \ I \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 0 1 : 2 2 2 0 2 / 2 2 / 4 4/22/2022R . V S I A D R E I E D S R ) . ● ● ● ● D ● ● 3 6 2 3 R . 5 8 2 ● ● 6 ● ● " D I W T 6 0 0 - 0 1 ● ● ● ● P E T X . 6 2 0 S T A . 4 1 + 1 5 . 1 W 4 3 2 M 3 A 5 2 W T C H L I N E N 3 7 ° - 5 6 ' 5 6 " E 8 4 . 0 1 ' S T E X 2 4 " H D P E W ● ● ● T R . STA. 41+23.38 OS. 6.00' R END WALL 04, BGN WALL 05, SEE DETL SHT. XXX W - ● ● ● ● ● ● 2 0 1 0 0 0 ● 6 8 S S P C S 7 2 '' U N K . T A . 4 E X . 0 + 9 E X . 9 2 9 . 7 2 '' U N K . 0 0 + 1 4 S S C 9 3 4 6 6 A . 1 0 0 Y 4 1 + 5 0 S S 7 2 '' U N K . E X . W 100Y 100Y W STA. 40+74.62 OS. 6.00' R END WALL 03, BGN WALL 04, W W SEE DETL SHT. XXX CURVE DATA CEF CHORD LENGTH CEF DIRECTION 0 0 N43° 48' 15"E 1 3 Y D S 6 '' 15.22' N29° 41' 42"E R C Y 15.79' 0 P 0 1 100Y EX. 18" CONC. WW A6620 C E F E A S 1 9 1 2 T RIV IC W E R T C K E A R 2 0 1 D. 0 + 2 A . 4 1 8 3 0 8 8 T S H A SID 3 5 . 0 E R 4 M L 0 1 C 0 E 7 2 F 3 7 0 8 T S P 4 6 6 S C E 6 4 F 7 6 6 ° 9 5 9 6 . ' 5 0 5 6 ' 8 6 " E 4 4 3 + 100Y 0 0 9 6 4 STA. 41+87.93 OS. 6.00' R END WALL 05, BGN WALL 06, SEE DETL SHT. XXX P C S T A . 4 STA. 42+26.90 OS. 6.00' R END WALL 06 1 + 9 9 . 1 5 4 2 + 0 0 C40 4 2" R C P 2 4" R C P 100Y E Y 0 0 1 W . E & W E P . . W . STA. 42+44.99 OS. 6.00' R BGN WALL 07, SEE DETL SHT. S3.0. INSTALL HANDRAIL ALONG TOP OF WALL . O 4 R V E 5 1 2 1 L 1 2 ' ' R C , P G . 8 2 8 P T B A Y 0 0 1 CEF PR. 12' HIKE AND BIKE TRAIL, SEE DETL SD1302S-1 CEF W CEF W PR. SIDEWALK, TRAIL & RECREATION ESMT 1 2 C E F ' ' R C P PR. TEMPORARY WORKING SPACE ESMT E 2 W 4 " C S C ( 6 2 - 0 0 0 1 ) I N T . PR. TERRACOTTA DARK CONC. BIKE RAMP, INSTALL DETECTABLE WARNING PAVER OF CONTRASTING COLOR 3 # 1 5 6 EX. 24" PVC. WW 84-0662 46109 1 0 0 Y W Y 0 0 1 E 1 0 0 Y W 1 7 3 1 4 S A E G W LO C 1 E 0 X . 2'' P 4 6 + 2 4 0 Y W E X. 2'' P E G A S 100Y 4 6 + 0 0 LO C E X. 2 8 4" P 4-0 V 6 6 C. 2 W W EX. 18" CONC. W A6219 M W E X 8 . 8 " 6 - 0 D I 6 3 W 1 7 3 1 4 L O C A T C 5 T W R . N H E L I 100Y R . 8 6-0 6 3 5 - N 1 3° 2 5' 1 7"E X . 1 6 " D I W 1 7 4.8 1' W T S T A . W W 4 6 9 9 4 100Y E W W W 4 6 1 0 8 W W 1 1 9 6 2 9 L O C 4 5 + 5 0 W X. 1 8" D I W 9 5-0 6 7 5 E 100Y W 100Y G ' 8 . 0 EX. 2'' C S G AS 4 5 + 0 0 W IC K E R S H (R.O. W . V 4 . 0 C P A 1 '8 . 0 ' 1 8'' R N E M L A A RIE S) 1 0 0 Y STA. 44+48.63 BGN PR. SIDEWALK EXTENSION, SEE DETL SD432S-1, FOR DRAINS, SEE DETL SHT. CP505 1 0 0 Y L O C PARKE G REEN SUBDIVISIO N BK. 85, P G. 161A 0 Y 1 0 0 Y RADIUS 1 0 CURVE DATA NO. LENGTH DELTA CHORD LENGTH 100Y DIRECTION 0 0 N75° 30' 25"E Y 1 42.67' C40 35.00' 45.89' 75.12° C41 60.00' 104.35' 99.64° N63° 14' 35"E 91.68' 1 0 0 Y 1 0 0Y W 2'' C S S 2'' C P T S T A . 4 4 + 4 8 . 9 3 9 P L G 2 '' C S PR. 12" WIDE DIRECTIONAL INDICATOR ALONG EDGE OF RAMP P L E A S A N T V A L L E Y R D . 0 1 Y 0 L O C Y 0 0 1 E . R I V E R S I D E D R . W I C K E R S H A M L N . E C T 1 4 L 7 AIL L N 7 STA. 42+64.00 8 5 BGN PR. HANDRAIL (BOTH SIDES), SEE DETL SD707S-2 LOT 2, BLOCK A TAX ID #287441 EAST RIVERSIDE RETAIL, LLC DOC. No. 2018188872 UNDERGROUND P.U.E. & D.E. PER VOL. 5609, PG. 347 TCAD 0307010301 AMENDMENT AND CONSENT AGREEMENT TO AN ADDITIONAL PUBLIC USE WITHIN A D.E. PER DOC. NO. 2010173277 PR. TEMPORARY WORKING SPACE ESMT 0 7 4 Y 0 0 1 8 4 . 5 4 + 3 A . 4 STA. 44+00.00 END PR. HANDRAIL (BOTH SIDES) 25' B.L. P E R B K. 85, P G. 161 A 4 1 7 B - 0 8 4 2 7 T C S P Y 0 0 1 4 7 3 LOT 10 BLOCK A TAX ID #287445 EAST RIVERSIDE RETAIL, LLC DOC. No. 2018188872 O.P.R.T.C.T. STA. 43+85.69 OS. 6.00' R END WALL 07 Fill - Unclassified light brown clayey silty, very sandy Y 0 0 1 W S G 100Y 2'' C 100Y 4 C41 7 5 44+00 W 474 W C B M 1 W 7 32 7 2 18'' RCP 1 2 " D I 8 6 - 0 6 3 5 B-08 0 4 . 3 7 4 . L E 0 6 . 9 6 + 3 4 . A T S 5 3 . 3 7 4 . L E 0 6 . 4 6 + 3 4 . A T S 1.0% % 8.0 Fill - Unclassified brown, light brown & tan sandy clay w/scattered small to medium gravel 0 9 . 0 7 4 . L E 0 6 . 9 2 + 3 4 . A T S 5 9 . 0 7 4 . L E 0 6 . 4 3 + 3 4 . A T S % 8.0 1.0% FINISHED GRADE 5 4 . 8 6 4 . L E 0 6 . 4 9 + 2 4 . A T S 0 5 . 8 6 4 . L E 0 6 . 9 9 + 2 4 . A T S % 8.0 1.0% 5 0 . 6 6 4 . L E 0 6 . 4 6 + 2 4 . A T S % 8.0 FAT CLAY WITH SAND (CH), brown, silty, w/scattered small to medium gravel, becoming lighter w/depth, stiff 0 8 . 5 7 4 . L E 0 6 . 9 9 + 3 4 . A T S 1 9 . 5 7 4 . L E 4 7 . 5 1 + 4 4 . A T S 1 6 . 5 7 4 . L E 1 8 . 4 6 + 4 4 . A T S EX. GRADE 0.7% -0.6% 0.3% 480 478 476 474 472 470 468 466 464 462 0 5 + 1 4 . A T S - E N I L H C T A M 0 8 . 5 6 4 . L C . R P 2 . 7 6 4 . L C . X E 41+50 WB RIVERSIDE DR (FUTR) WB RIVERSIDE DR (EX.) STA. 41+89 LOW CHORD (FUTR) ELEV. ±474.90 STA. 41+70 LOW CHORD (EX.) ELEV. ±475.24 4 6 . 5 6 4 . L E 8 0 . 0 9 + 1 4 . A T S 0.5% STA. 42+37.19 PROP. 42" RCP 0 EL. 461.21 7 . 5 6 4 2 . 6 6 4 . L C . X E . L C . R P 42+00 7 9 . 5 6 4 . L C . R P 7 . 6 6 4 . L C . X E 42+50 480 478 476 474 472 470 468 466 464 462 0 5 + 5 4 . A T S - E N I L H C T A M 4 8 . 5 7 4 . L C . R P 9 . 5 7 4 . L C . X E 45+50 3 5 . 8 6 4 . L C . R P 8 . 3 7 4 . L C . X E 43+00 8 1 . 2 7 4 . L C . R P 4 . 9 7 4 . L C . X E 43+50 0 8 . 5 7 4 . L C . R P 3 . 5 7 4 . L C . X E 44+00 0 7 . 5 7 4 . L C . R P 5 . 5 7 4 . L C . X E 44+50 0 7 . 5 7 4 . L C . R P 7 . 5 7 4 . L C . X E 45+00 I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B p a r p i r d n a i g n p a c s d n a l t d e a d p U 0 2 0 2 / / 8 E C 1 . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I T N E M T R A P E D S K R O W C I L B U P I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 0 5 + 5 4 - 0 5 + 1 4 . A T S ( ) 0 5 + 5 4 - 0 5 + 1 4 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP209 32 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ I - - G W D . 3 G E S - 3 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I \ I \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 1 1 : 2 2 2 0 2 / 2 2 / 4 4/22/20224 6 1 0 9 W W E X 8 . 2 4 4 " - 0 P 6 6 V C 2 . W W 8 6 - 0 6 3 5 E X . 8 " D I W T R . WW 46994 E X . 1 8 A " C 6 2 1 O 9 N C . W W 0 5 + 5 4 . A T S E N I L H C T A EX. 18" DI WW 95-0675 M 100Y W 17314 EX. 2'' PE GAS 100Y 46+00 E X . 2 ' ' C S G A S EX. 16" DI WTR. 86-0635 N13° 25' 17"E 174.81' - W 100Y W 8 . 0 ' WICKERSHAM LANE BGN PR. SIDEWALK EXTENSION, (R.O.W. VARIES) SEE DETL SD432S-1, FOR DRAINS, WW 46108 WW 119629 1 0 0 Y Y 0 0 1 1 0 0 Y LOT 2, BLOCK A PARKE GREEN PARKE GREEN INVESTMENTS, LLC PLEASANT VALLEY DRIVE 100Y 78741 TCAD 0307010301 100Y 100Y Y 0 0 1 Y 0 100Y 0 1 100Y Y 0 0 1 1 0 0 Y 1 0 0 Y Y 0 0 1 1 0 0 Y 100Y W W Y 0 0 1 1 0 0 Y E W 17314 1 EX. 2'' PE GAS 0 0 Y 46+24 W W 100Y 1 0 0 Y 100Y 100Y 100Y E PROPOSED 14' HIKE AND BIKE TRAIL PARKE GREEN SUBDIVISION BK. 85, PG. 161A LOT 2, BLOCK B PARKE GREEN NRE ZONE, LLC 4700 EAST RIVERSIDE DRIVE 78741 TCAD 0307110121 E OH E 1 0 0 Y EXISTING BRIDGE 1 0 0 Y 100Y 1 0 0 Y 100Y 1 0 0 Y 1 0 0 Y 1 0 0 Y 1 0 0 Y 1 0 0 Y LOT 2 BLOCK B TAX ID #287922 NRE EDGE, LLC D/B/A THE BALLPARK EAST APTS. DOC. No. 2015099340 O.P.R.T.C.T. E X . 2 4 " P V C W W C W Q Z C W Q Z C LOT 4 BLOCK A TAX ID #287993 PARKE GREEN INVESTMENTS, LLC DOC. No. 2013098586 O.P.R.T.C.T. W Q Z P L E A S A N T V A L L E Y R D . E . R I V E R S I D E D R . W 1 0 W 100Y F 0 172940 Y H W 17314 E X D I . 6 " W T R . W 17314 G W 1 0 0 Y G W 1 0 0 Y 1 0 0 Y 1 0 0 Y W 100Y EX. 5 PL GAS G 1 0 0 Y W G W Y 0 0 1 1 0 0 Y 1 0 0 Y EX. 2'' PE GAS G W EX. 16" DI WTR. 86-0635 G 1 0 0 Y 1 0 0 Y W G C C 1 0 0 Y W Q Z G G 1 0 0 Y W 1 0 0 Y W G W W EX. 2'' PE GAS G W I C K E R S H A M L N . 1 0 0 Y W G C W Q Z WICKERSHAM LN. (R.O.W. VARIES) 1 0 0 Y Y 0 0 1 W 17313 1 0 0 Y W W 17313 E X . 8 " D I W T R . 8 6 - 0 6 3 5 W 100Y F H 172517 1 0 0 Y E C W Q Z F H E 100Y1 0 0 Y C W Q Z I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I T N E M T R A P E D S K R O W C I L B U P I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) 8 2 + 6 4 - 0 5 + 5 4 . A T S ( ) 8 2 + 6 4 - 0 5 + 5 4 . A T S ( I E L F O R P & N A L P L A R T I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP210 33 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ I \ - - G W D . 3 G E S - 3 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C I \ \ I \ \ - I \ E V R D E N O C S N A V E S R E S U \ \ : C M P 1 1 : 2 2 2 0 2 / 2 2 / 4 482 480 478 476 474 472 470 468 466 464 482 480 478 476 474 472 470 468 466 464 FINISHED GRADE 0 5 + 5 4 . A T S - E N I L H C T A M 6 8 . 5 7 4 . L C . R P 9 . 5 7 4 . L C . X E 45+50 2 6 . 5 7 4 . L C . R P 6 . 5 7 4 . L C . X E 46+00 4/22/20224 7 4 4 7 3 4 7 2 4 7 1 4 6 7 4 6 5 4 6 6 0 7 4 9 6 4 4 6 3 4 6 4 4 6 6 4 6 7 4 6 8 4 6 4 4 6 4 4 6 8 4 6 9 4 7 0 4 7 2 4 7 3 4 7 4 4 7 5 4 7 6 1 6 7 7 4 4 476 W W C O 8 7 4 A M E N D A M D E D . E 4 6 7 D N I T I O T A . P E 6 6 4 N R V N A P E D C L P R O D U N O L . 1 O B S C . L I E N 6 3 2 2 4 6 5 4 6 3 466 1 0 465 0' D . E . P E 4 6 3 B R K . 9 9 , P G . 4 0 4 6 5 O N U C S . , T A STA. 1+00.00, MAIN TRAIL = STA. 39+12.04, RIVERSIDE TRAILHEAD, SEE SHT. CP211 4 6 6 E I T . I 9 0 0 2 0 1 0 1 2 5 3 5 P E E E R N N H G G M W 7 A D T T . E . O A N 4 6 7 4 6 8 4 6 9 4 6 6 4 6 7 465 465 464 464 E O H 4 6 4 4 6 5 STA. 1+10.00 BGN PR. HANDRAIL (BOTH SIDES), SEE DETL SD707S-2 1 + 0 4 0 7 0 474 4 6 9 475 5 4 " R C P 4 6 8 E O H 4 6 8 4 6 9 4 7 0 7 1 4 4 6 7 4 7 1 4 7 2 4 7 3 4 7 5 4 7 4 P V C W W ( P R I V A T E ) " E X . 8 I C N 4 7 5 U D P 4 7 6 Y A O . 2 T I L I T T - T . C . C . F . N E , U N G E A M A I N S E A D R E 4 7 3 S 5 8 4 ° 5 3 . 471 7 1 6 ' 4 ' B-06 0 " E 472 W W 4 7 4 R L I C T 5 5 2 1 4 7 7 0 A I L 7 3 B 0 1 STA. 1+05.10 OS. 11.00' R BGN WALL 08, SEE DETL SHT. S3.0 PR. 12' HIKE AND BIKE TRAIL, SEE COA DETL SD1302S-1 0 2 . 3 6 + 1 . A T S P T C P R " 4 5 L L C 4 7 8 L O T 1 , C H E V Y C H A S E S O U T H , P H A S E S I X R E S U B D I V I S I O N 4 0 P G . 9 9 , B K . B L O C K A C H E V Y C H A S E S O U T H , L O T 1 , P H A S E S I X R E S U B D I V I S I O N L O T 1 , P O S T R I V E R S I D E C O U N T R Y C L U B , 4 6 0 0 S H E R I N G H A M D R I V E 7 8 7 4 1 T C A D 0 3 0 7 0 1 0 2 0 2 STA. 1+75.00 END PR. HANDRAIL (BOTH SIDES) 4 4 3 7 7 2 PR. SIDEWALK, TRAIL & RECREATION ESMT 3 6 " R C P E O H E 1 6 + 2 D S E O H 1 + 4 3 . 7 1 P C S T A . 4 7 3 C42 4 7 4 4 7 7 N46° 36' 40"E 56.04' 2+00 4 7 6 EX. 8" PVC W STA. 1+65.23 OS. 6.00' R END WALL 08 4 7 8 4 7 5 1 . G P , 7 9 5 2 1 . L O V R E P . E . D " E 9 2 ' ° 2 1 6 ' 2 6 . 6 2 C 4 3 N 2 4 7 7 P T S T A . 2 + 3 4 . 6 1 7 4 W (PRIVATE) 7 4 7 8 4 2 . 9 1 + 2 . A T S C P D S E E O H W W E ( . R R . I O V . W E R . S V I A D R E I E D S R ) . U N K . S S 7 2 ' ' E X . U N K . S S 7 2 ' ' E X . 466 U N K . S S 7 2 ' ' E X . W W 466 4 2 " R C P 4 7 0 4 7 3 4 7 4 7 0 4 2 4 7 " R 2 C P 5 475 477 E 6 7 4 W W W 4 7 7 W W 2 1 ' ' R C P END HIKE AND BIKE TRAIL, MATCH EX. SWK SLOPE AND EL. E . ( R R I O V E R W V S I A D R E I E D S R ) . CURVE DATA NO. RADIUS LENGTH DELTA DIRECTION 0 CHORD LENGTH 0 C42 C43 15.00' 19.49' 74.44° N83° 50' 00"E 35.00' 15.38' 25.17° N34° 01' 34"E W 2 4 " C S C ( 6 2 - 0 1 ) 18.15' W 15.25' D 3 S 6 ' ' R C P E O H D S E O H L O T 1 , C H E V Y C H A S E S O U T H , P H A S E S I X R E S U B D I V I S I O N 4 0 P G . 9 9 , B K . B L O C K A C H E V Y C H A S E S O U T H , L O T 1 , P H A S E S I X R E S U B D I V I S I O N L O T 1 , 4 7 P L E A S A N T V A L L E Y R D . W . E & W . W . E . P E R V O L . 1 1 5 1 4 2 ' ' R C P T B A 2 , P G . 8 2 8 E . R I V E R S I D E D R . W I C K E R S H A M L N . PR. TEMPORARY WORKING SPACE ESMT 2 5 6 0 2 . 5 7 4 . L E 0 0 . 0 8 + 1 . A T S 5 1 . 5 7 4 . L E 0 0 . 5 7 + 1 . A T S 1.0% 3 . 4 % FINISHED GRADE 0.2% 8 7 . 9 3 + 2 . A T S 1 2 . 7 7 4 . L E 3 2 . 1 6 + 2 . A T S 6 2 . 7 7 4 . L E Fill - Unclassified brown & light brown silty sandy clay w/scattered small to large gravel & limestone rock 0 7 . 2 7 4 . L E 0 0 . 0 4 + 1 . A T S 5 7 . 2 7 4 . L E 0 0 . 5 4 + 1 . A T S % 8.0 1.0% EX. GRADE B-06 0 3 . 0 7 4 . L E 5 1 . 0 7 4 . L E 0 0 . 0 1 + 1 . A T S 0 0 . 0 0 + 1 . A T S 1 . 5 % % 8.0 FAT CLAY (CH), brown, silty, sandy w/scattered small to medium gravel, becoming lighter and less gravel w/depth, firm STA. 1+76 EXIST. 54" STRM FL EL. 468.66 5 1 . 0 7 4 . L C . R P 4 . 2 7 4 . L C . X E 1+00 R T W W " 8 . I T S X E 6 3 + 1 . A T S 5 1 . 3 7 4 . L C . R P 1 . 7 7 4 . L C . X E 1+50 7 8 . 5 7 4 . L C . R P 3 . 8 7 4 . L C . X E 2+00 R T W W " 8 . I T S X E 0 9 + 1 . A T S 3 2 . 7 7 4 . L C . R P 8 . 6 7 4 . L C . X E 2+50 480 478 476 474 472 470 468 466 464 462 480 478 476 474 472 470 468 466 464 462 I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E E L I F O R P & N A L P L I A R T ) D N E - I N G E B ( D A E H L I A R T E D S R E V R I I I D A E H L A R T E D S R E V R I I - I E L F O R P & N A L P L A R T I ) D N E - I N G E B ( NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 20 40 HORIZONTAL SCALE IN FEET 0 4 2 0 VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SP-2022-0039D CP211 34 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , . \ \ I - - G W D H T V R - 1 0 R P L P D R C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ \ I \ I \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 2 1 : 2 2 2 0 2 / 2 2 / 4 4/22/2022E N C . O E N S D I T I O D D A N E W B O L W IL . D R Y E L L A V T N A S A E L P . S . . W O R . ' 0 9 ( WILLOW BEND ADDITION, SECTION ONE GREATLAND PROPERTIES LTD 2433 SOUTH PLEASANT VALLEY DRIVE 78741 TCAD 0308060403 THE AMENDED PLAT OF TRACT D & G, WILLOW BEND ADDITION, SECTION ONE BK. 86, PG. 172D TRAIL CL STRIPING: REFL PAV MRK TY 1 (Y) 4" (BRK) (100 MIL) (1-TO-3 SEGMENT-TO-GAP RATIO. NOMINAL 3 FT SEGMENT WITH A 9 FT GAP) F A P C " R 2 4 MATCHLINE - THIS SHEET 25' BLDG. LN. PER VOL. 8018, PG. 298 C C H F C E E E P C C C I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B D R . A N K E N S . P L E A S A N T V A L L E Y R D . . . V V E E R R . . O O N N E S I X S A H B H P 7 2 T U G . 1 A O E S S 5, P K . 8 Y C H B V E H C HUNTWICK DR. E . O L T O R F R D . C G W C O W E I C W S O W I C W S O W C E. OLTORF ST. (90' R.O.W.) C E E P T E G C X O C . B E L E C V " P 1 . 5 C V " P 1 . 5 C . B O X E L E C V " P 1 . 5 X O C . B E L E X O C . B E L E E P C " R 2 4 S A L Y V IL E L L A T V N A S A E L P I T E E H S S H T - E N I L H C T A M N L . . P 2 E 5 R ' B P G . V L O D 2 L G 9 . 8 8 0 1 8 , W W W W WW WW WW C H E V Y C H B A S K . 8 E S 5 , P O U T G . 1 H P 2 7 B H A S E S I X C H E V Y 4 4 0 C F & B 4 4 E H A S A S 4 0 E S T 4 O O O U T L L T T H O O P R R H F S F L A S T P E F O E E C C C M E T A L S H E D TRAIL CL STRIPING: REFL PAV MRK TY 1 (Y) 4" (BRK) (100 MIL) (1-TO-3 SEGMENT-TO-GAP RATIO. NOMINAL 3 FT SEGMENT WITH A 9 FT GAP) LOT 3 CHEVY CHASE SOUTH PHASE SIX BOOK 85, PAGES 127B-127D P.R.T.C.T. TAX ID#290469 F&B 4404 OLTORF, L.P. D/B/A CONNECTION APTS. DOC. No. 2013130889 O.P.R.T.C.T. 25' B.L. PER BK. 84, PG. 119B M A T C H L I N E S H E E T - C M 1 0 2 D R . A N K E N S . P L E A S A N T V A L L E Y R D . HUNTWICK DR. E . O L T O R F R D . T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E I I N A L P G N N G S & G N K R A M L I A R T I ) 5 F O 1 T E E H S ( ) 5 F O 1 T E E H S ( I I N A L P G N N G S & G N K R A M L A R T I I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 0 VERTICAL SCALE IN FEET 20 40 HORIZONTAL SCALE IN FEET SP-2022-0039D CM101 85 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ \ I - - G W D . 1 0 N A L P M P C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C I \ I \ \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 9 1 : 2 2 2 0 2 / 2 2 / 4 4/22/2022TRAIL CL STRIPING: REFL PAV MRK TY 1 (Y) 4" (BRK) (100 MIL) (1-TO-3 SEGMENT-TO-GAP RATIO. NOMINAL 3 FT SEGMENT WITH A 9 FT GAP) W W W W D R . A N K E N S . P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M HUNTWICK DR. E . O L T O R F R D . M A T C H L I N E - S T A . 2 1 + 5 0 F O F O LOT 3 CHEVY CHASE SOUTH PHASE SIX BOOK 85, PAGES 127B-127D P.R.T.C.T. TAX ID#290469 F&B 4404 OLTORF, L.P. D/B/A CONNECTION APTS. DOC. No. 2013130889 O.P.R.T.C.T. M A T C H L I N E - P L A N C M 1 0 1 W W M A T C H L I N E - S T A . 2 1 + 5 0 F O TRAIL CL STRIPING: REFL PAV MRK TY 1 (Y) 4" (BRK) (100 MIL) (1-TO-3 SEGMENT-TO-GAP RATIO. NOMINAL 3 FT SEGMENT WITH A 9 FT GAP) E LOT 2 CHEVY CHASE SOUTH PHASE SIX BOOK 85, PAGES 127B-127D P.R.T.C.T. TAX ID#290469 F&B 4404 OLTORF, L.P. D/B/A CONNECTION APTS. DOC. No. 2013130889 O.P.R.T.C.T. F O M E T A L S H E D 3 0 1 M C N A L P - E N I L H C T A M D R . A N K E N P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M W I C K E R S H A M R D . I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E I I N A L P G N N G S & G N K R A M L I A R T I ) 5 F O 2 T E E H S ( ) 5 F O 2 T E E H S ( I I N A L P G N N G S & G N K R A M L A R T I I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 0 VERTICAL SCALE IN FEET 20 40 HORIZONTAL SCALE IN FEET SP-2022-0039D CM102 86 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ I \ \ - - G W D . 1 0 N A L P M P C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ I I \ \ - I \ E V R D E N O C S N A V E S R E S U \ \ : C M P 9 1 : 2 2 2 0 2 / 2 2 / 4 4/22/2022TRAIL CL STRIPING: REFL PAV MRK TY 1 (Y) 4" (BRK) (100 MIL) (1-TO-3 SEGMENT-TO-GAP RATIO. NOMINAL 3 FT SEGMENT WITH A 9 FT GAP) W W W W LOT 2 CHEVY CHASE SOUTH PHASE SIX BOOK 85, PAGES 127B-127D P.R.T.C.T. TAX ID#290469 F&B 4404 OLTORF, L.P. D/B/A CONNECTION APTS. DOC. No. 2013130889 O.P.R.T.C.T. SIGN PLACARD AFFIXED TO HANDRAIL D R . A N K E N S . P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M M A T C H L N E I - T H S I W W S H E E T FH SIGN PLACARD AFFIXED TO HANDRAIL TRAIL CL STRIPING: REFL PAV MRK TY 1 (Y) 4" (BRK) (100 MIL) (1-TO-3 SEGMENT-TO-GAP RATIO. NOMINAL 3 FT SEGMENT WITH A 9 FT GAP) E WW D R . A N K E N P L E A S A N T V A L L E Y R D . P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M . R D E D I S R E V I R 0 0 + 0 1 W I C K E R S H A M R D . FH M A T C H L I N E - P L A N C M 1 0 4 LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION BK. 99, PG. 40 LOT 1, BLOCK A LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION POST RIVERSIDE COUNTRY CLUB, LLC 4600 SHERINGHAM DRIVE 78741 TCAD 0307010202 2 0 1 M C N A L P - E N I L H C T A M T E E H HIS S E - T LIN H C T A M W W F H S H E R I N G H A M D R . F H E E I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N R I V E R S I D E D R . W I C K E R S H A M L N . T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ \ \ I - - G W D . 1 0 N A L P M P C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C I I \ \ \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 9 1 : 2 2 2 0 2 / 2 2 / 4 S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E I I N A L P G N N G S & G N K R A M L I A R T I ) 5 F O 3 T E E H S ( ) 5 F O 3 T E E H S ( I I N A L P G N N G S & G N K R A M L A R T I I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 0 VERTICAL SCALE IN FEET 20 40 HORIZONTAL SCALE IN FEET SP-2022-0039D CM103 87 OF 109 4/22/20223 0 1 M C N A L P - E N I L H C T A M T E E H S S H T - I I E N L H C T A M SIGN PLACARD AFFIXED TO BRIDGE RAILING TRAIL CL STRIPING: REFL PAV MRK TY 1 (Y) 4" (BRK) (100 MIL) (1-TO-3 SEGMENT-TO-GAP RATIO. NOMINAL 3 FT SEGMENT WITH A 9 FT GAP) TRAIL X-ING W W C O W11-15P W W TRAIL X-ING W11-15P W W C O S . P L E A S A N T V A L L E Y R D . S . P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M R I V E R S I D E D R . W I C K E R S H A M L N . W W C O I T E E H S S H T - E N I L H C T A M W W C O LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION BK. 99, PG. 40 LOT 1, BLOCK A LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION POST RIVERSIDE COUNTRY CLUB, LLC 4600 SHERINGHAM DRIVE 78741 TCAD 0307010202 ( E R I A G S H T T R - I O V F E - R S I W A Y D E V A D R R I I E V E S ) 36" DIA CONVEX SAFETY MIRROR AFFIXED TO HANDRAIL E O H W W 5 4 " R C P E CAUTION LOW CLEARANCE IN. FT. O H 0 9 E O H W7-5 SIGN PLACARDS AFFIXED TO BRIDGE GIRDERS CAUTION LOW CLEARANCE IN. FT. 0 9 3 6 " R C P E O H E E O H E E O H W W E . R I ( R . V E O R . W S I . D 8 E 0 ' ) D R . W W C O I C TRAIL CL STRIPING: REFL PAV MRK TY 1 (Y) 4" (BRK) (100 MIL) (1-TO-3 SEGMENT-TO-GAP RATIO. NOMINAL 3 FT SEGMENT WITH A 9 FT GAP) LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION BK. 99, PG. 40 LOT 1, BLOCK A LOT 1, CHEVY CHASE SOUTH, PHASE SIX RESUBDIVISION POST RIVERSIDE COUNTRY CLUB, LLC 4600 SHERINGHAM DRIVE 78741 TCAD 0307010202 P L E A S A N T V A L L E Y R D . P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M C L O A U 10 TIO W CLE NFT. A A R N 2 C E . R D E D I S R E V I R 4 2 " R C P 2 4 " R C P E W I C K E R S H A M R D . CAUTION LOW CLEARANCE IN. FT. 4 9 5 0 1 M C N A L P - E N I L H C T A M . ( R O W . 8 0 ' ) . . W R I V E R S I D E D R . I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E I I N A L P G N N G S & G N K R A M L I A R T I ) 5 F O 4 T E E H S ( ) 5 F O 4 T E E H S ( I I N A L P G N N G S & G N K R A M L A R T I I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 0 VERTICAL SCALE IN FEET 20 40 HORIZONTAL SCALE IN FEET SP-2022-0039D CM104 88 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , I \ \ \ - - G W D . 1 0 N A L P M P C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C \ I \ \ I - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 9 1 : 2 2 2 0 2 / 2 2 / 4 4/22/2022SIGN PLACARD AFFIXED TO BRIDGE GIRDER M A T C H N N U L I TI O W C LE A R A N C E FT. 4 IN. E - 9 C A L O P L A N CAUTION LOW CLEARANCE 10 IN. FT. 2 42" RCP 24" RCP E C M 1 0 4 W . ( R I V R . E O R . S W I D . 8 E D 0 ') R . N TI O W C LE A R A N C E 0 U IN. C A L O E. R ( I V T E A S E R R R.O. E I V R W D SI . 8 E D 0') R. S I D E R E T A I L , L L C W W 25' B.L. PER BK. 85, PG. 161A T E E H S S H T - I E N I L H C T A M PR. POLE-MOUNTED 36" DIA CONVEX SAFETY MIRROR EAST RIVERSIDE RETAIL LLC 1912 WICKERSHAM LN 78741 TCAD. 0307010305 2018188872 LOT 2, BLOCK A TAX ID #287441 EAST RIVERSIDE RETAIL, LLC DOC. No. 2018188872 TCAD 0307010301 M A T C H LIN E - T HIS S H E E T SIGN PLACARD AFFIXED TO BRIDGE RAILING TRAIL CL STRIPING: REFL PAV MRK TY 1 (Y) 4" (BRK) (100 MIL) (1-TO-3 SEGMENT-TO-GAP RATIO. NOMINAL 3 FT SEGMENT WITH A 9 FT GAP) 25' B.L. PER BK. 85, PG. 161A G LOT 10 BLOCK A TAX ID #287445 EAST RIVERSIDE RETAIL, LLC DOC. No. 2018188872 O.P.R.T.C.T. W7-5 C BM LOT 2, BLOCK A PARKE GREEN PARKE GREEN INVESTMENTS, LLC PLEASANT VALLEY DRIVE 78741 TCAD 0307010301 EXIST. BRIDGE W W W11-15 E W W W W F W H W WICKERSHAM RD. (R.O.W. VARIES) E OH E E PARKE GREEN SUBDIVISION BK. 85, PG. 161A LOT 2, BLOCK B PARKE GREEN NRE ZONE, LLC 4700 EAST RIVERSIDE DRIVE 78741 TCAD 0307110121 LOT 2 BLOCK B TAX ID #287922 NRE EDGE, LLC D/B/A THE BALLPARK EAST APTS. DOC. No. 2015099340 O.P.R.T.C.T. P L E A S A N T V A L L E Y R D . P L E A S A N T V A L L E Y R D . PARKE GREEN SUBDIVISION BK. 85, PG. 161A D R . S H E R I N G H A M W I C K E R S H A M R D . . R D E D I S R E V I R . R D E D I S R E V I R I I I I N N O O T T P P R R C C S S E E D D N N O O S S V V E E R R I I I I E E T T A A D D Y Y B B . . V V E E R R . . O O N N T E O F TE X A S A S T CHRISTOPHER EVANS P R O F E 109857 LICEN S E SSIONA L D E N R G IN EE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHRISTOPHER EVANS, P.E. LIC. # 109857 I CERTIFY THAT THESE DRAWINGS ARE COMPLETE, ACCURATE AND ADEQUATE FOR PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION UNTIL FORMAL CITY APPROVAL. INTENDED THEIR S A X E T , I N T S U A F O Y T C I S K R O W C I L B U P F O T N E M T R A P E D I I I I N O S V D S E C V R E S G N R E E N G N E I I - L I A R T K E E R C B U L C Y R T N U O C . T S F R O T L O . E O T . R D T N O M L E I I N A L P G N N G S & G N K R A M L I A R T I ) 5 F O 5 T E E H S ( ) 5 F O 5 T E E H S ( I I N A L P G N N G S & G N K R A M L A R T I I NOTES NOTES NAME NAME DATE DATE SURVEY BY SURVEY BY MKC 12/2017 DRAWN BY DRAWN BY DESIGNED BY DESIGNED BY CHECKED BY CHECKED BY JG JG CE 06/2019 06/2019 06/2019 REVIEWED BY REVIEWED BY ESD 06/2019 0 VERTICAL SCALE IN FEET 20 40 HORIZONTAL SCALE IN FEET SP-2022-0039D CM105 89 OF 109 R E H P O T S R H C I , S N A V E . B T S S E L Y T S _ T O L P _ A O C , 4 3 X 2 2 _ F D P _ A O C , \ I \ \ - - G W D . 1 0 N A L P M P C - T C C C G W D S E L I F _ N O T C U D O R P G W D \ 2 H P _ T C C C _ D W P S T C E J O R P A T A D N T S U A F O Y T C I I \ \ \ - \ I E V R D E N O C S N A V E S R E S U \ \ : C M P 0 2 : 2 2 2 0 2 / 2 2 / 4 P L E A S A N T V A L L E Y R D . P L E A S A N T V A L L E Y R D . D R . S H E R I N G H A M W I C K E R S H A M R D . 4/22/202291 109 92 109