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Home My WebLink About20190585 Ver 1_B4593 Roadway Plans_201905030- C3 CD Z4 O ti h See Sheet I For Conventional Plan Sheet Symbols / l I A/ A / l / I I rs�r - (D 304 1209 eet � � )02- 1203 - `3 `Chinchilla Drive�`� BAY 55 '-1209-, � BAY ayboro<, ' 55 R ' tgnewall o 's�,°��;� '� =pop. 82 1342 ° �1337 a � , 55 PROJECT 1335 1323ritt B-4593 �a 1322 c w� 131556 oaaGibbto n sp 1335 a 1315 Callisons Callison Road TO 13AY130RO STATE OF NORTH C'AROIL.IN>> DIVISION OF HIGHWAYS PAMLICO COUNTY LOCATION. BRIDGE NO.38 ON NC 55 OVER TRENT CREED TYPE OF WORD: GRADING, DRAINAGE, PAVING AND STRUCTURE. STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. B-4593 I STATE PROJ. NO. F. A. PROD. NO. DESCRIPTION 38422.1.2 — PE 38422.2.1 — R1W, Utilities 38422.3.1 — CONST. Np,O Prepared in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 504 Meadowland Drive ,. ` 7i4o ,,SU�Jt4IT Hillsborough, NC 27278-8551 ; ��N �/,j, ADT 2019 = 5576 Voice: (919) 732 3883 �' :9 ADT 2040 = 8600 LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES Fax: (919) 732-6776 SEAL 50 25 0 50 100 DESIGN AND ENGINEERING SERVICES www.summitde.net - 046226 FIRM NO. P-0339 '�'• K = 8 % 2018 STANDARD SPECIFICATIONS %�J'p '' E?!G!N�`•' • �� ` ° �� `°' LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES PLANS D = 55 % T = 9 % TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES P.E. SIGNATURE: t° 50 25 0 50 l00 V = 60 MPH RIGHT OF WAY DATE: BRANDON W. JOHNSON, PE a — 5 MPH N O V E M B E R 1, 2018 V0 VET PROJECT ENGINEER ROADWAY DESIGN — ENGINEER ss ' � c� PROFILE (HORIZONTAL) _ p o * TTST = 2 % DUAL — 7% SEAL Q °� LETTING DATE: FAITH E. JAH N KE PE 046981 10 5 0 10 20 FU N C CLASS - NCDOT CONTACT. DAVI D STUTTS, PE PROJECT DESIGN ENGINEER �'.,��' MAJOR COLLECTOR JULY 17, 2019 .;'�'E 1N'�`�.��' VERTICAL P.E. PROFILE (VERTICAL) REGIONAL TIER SIGNATURE: c0 BOUNDARIES AND PROPERTY.- State Line County Line Township Line ----- ----- City Line Reservation Line Property Line Existing Iron Pin O EIP Computed Property Corner Property Monument EC Parcel/Sequence Number @ Existing Fence Line X X X Proposed Woven Wire Fence Proposed Chain Link Fence El Proposed Barbed Wire Fence 9 Existing Wetland Boundary - - - -WEB Proposed Wetland Boundary WLB Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil S Potential Contamination Area: Soil - s - Known Contamination Area: Water W Potential Contamination Area: Water - - W-Contaminated Site: Known or Potential BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign S Well W Small Mine Foundation 0 Area Outline Cemetery fi Building School Church Dam HYDROLOGY.- Stream or Body of Water Hydro, Pool or Reservoir IF— Jurisdictional Stream is Buffer Zone 1 Bz I Buffer Zone 2 Bz 2 Flow Arrow < -- --- Disappearing Stream -- --- Spring Wetland Proposed Lateral, Tail, Head Ditch FLOW False Sump STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Note: Not to Scale *S. U.E. = Subsurface Utility Engineering Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled CSX TRANSPORTATION 0 MILEPOST 35 0 SWITCH RIGHT OF WAY & PROJECT CONTROL: Secondary Horiz and Vert Control Point Primary Horiz Control Point Primary Horiz and Vert Control Point 10 Exist Permanent Easment Pin and Cap 0 New Permanent Easement Pin and Cap 0 Vertical Benchmark m Existing Right of Way Marker 0 Existing Right of Way Line New Right of Way Line w New Right of Way Line with Pin and Cap R New Right of Way Line with Concrete or Granite R/W/ Marker New Control of Access Line with Concrete C/A Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement ROADS AND RELATED FEATURES: Existing Edge of Pavement Existing Curb — F110 v ins 0 '\,A/' n -E- -E- TDE PDE DUE PUE TUE AUE Proposed Slope Stakes Cut - - - C - - - Proposed Slope Stakes Fill - - - F - - - Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal VEGETATION.- Single Tree Single Shrub Hedge Woods Line Orchard Vineyard EXISTING STRUCTURES: MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B (S.U.E.*) U/G Power Line LOS C (S.U.E.*) U/G Power Line LOS D (S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B (S.U.E.*) - U/G Telephone Cable LOS C (S.U.E.*) - U/G Telephone Cable LOS D (S.U.E.*) - U/G Telephone Conduit LOS B (S.U.E.*) U/G Telephone Conduit LOS C (S.U.E.*) U/G Telephone Conduit LOS D (S.U.E.*) U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Fiber Optics Cable LOS C (S.U.E.*) U/G Fiber Optics Cable LOS D (S.U.E.*) 0 0 0 0 Vineyard CONC ) CONC WW / CONC HW \ CB O P P P - T - - - - -T- - T TC - --TC-- TC T FO - -TFO-- T FO WATER: Water Manhole Water Meter o Water Valve Water Hydrant U/G Water Line LOS B (S.U.E*) - - - -W- - - - U/G Water Line LOS C (S.U.E*) ___W__ UJG Water Line LOS D (S.U.E*) W Above Ground Water Line A/C Water k TV Pedestal TV Tower U/G TV Cable Hand Hole 19 U/G TV Cable LOS B (S.U.E.*) - - - -TV- - - - U/G TV Cable LOS C (S.U.E.*) - -TV- - U/G TV Cable LOS D (S.U.E.*) TV U/G Fiber Optic Cable LOS B (S.U.E.*) - - - -TV FO- - - U/G Fiber Optic Cable LOS C (S.U.E.*) - -TV F°- U/G Fiber Optic Cable LOS D (S.U.E.*) TV FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B (S.U.E.*) - - - -°- - - - U/G Gas Line LOS C (S.U.E.*) - -°- - U/G Gas Line LOS D (S.U.E.*) ° Above Ground Gas Line A/G Gas SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B (S.U.E.*) SS Forced Main Line LOS C (S.U.E.*) SS Forced Main Line LOS D (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B (S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - AIG Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A (S.U.E.*) Abandoned According to Utility Records - End of Information A/C Sanitary Sewer - - - -FSS- - - - FSS FSS • 0 0 0 PAVEMENT SCHEDULE (FINAL) PROP. APPROX. 11/2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513, C1 AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513, C 2 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513, C 3 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 11/2" IN DEPTH. D1 PROP. APPROX. 2%2" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 285 LBS. PER SO. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D 2 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21/2" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, E 2 AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 51/2" IN DEPTH. J PROP. 6" AGGREGATE BASE COURSE. P PRIME COAT AT THE RATE OF .35 GAL. PER SO. YD. R I SHOULDER BERM GUTTER T I EARTH MATERIAL. U I EXISTING PAVEMENT. V I VARIABLE MILLING BITUMINOUS PAVEMENT. 0" TO 11/2"DEPTH. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. GRADE TO THIS LINE PARTIAL TYPICAL USE IN CONJUNCTION WITH TYPICAL SECTION #2 -L- STA. 15 + 34.93 TO STA. 15 + 97.83 LT -L- STA. 15 + 80.25 TO STA. 15 + 97.83 RT -L- STA. 18 + 06.17 TO STA. 18 + 24.00 LT -L- STA. 18 + 06.17 TO STA. 18 + 24.00 RT SURVEY Detail Showing Method of Wedging VARIABLE ) SLOPE SEE Y7 X-SECTIONS 8' 12' 11' w/GR 4' PS GRADE TO THIS LINE 6 :1 VARIABLE � SLOPE SEE X-SECTIONS m:l El l Dl 11' w/G R T 25'/inch of surface lift MILL EX. PAVEMENT --------------- MIND ID5" EXISTING PAVEMENT NOTE.A TEMPORARY ASPHALT WEDGE 1.5" WILLBE REQUIRED IMMEDIATELY AFTER MILLING TO ENSURE SMOOTH TRAVEL IF THE FINAL LAYER OF SURFACE COURSE IS NOT PLACED ON THE SAME DAY AS MILLING. INCIDENTAL MILLING PAVEMENT KEY -IN DETAIL (TIE-IN) -L- STA 11 + 00.00 TO 11 + 37.50 -L- STA 2 6 + 62.50 TO 2 7 + 00.00 STATION RANGES ARE APPROXIMATE ONLY. GRADE MAY BE ADJUSTED BY ENGINEER TO ENSURE A PROPER TIE-IN. I T 12' 8' 12' MIN. E I I - GRADE C1 I POINT 0.02 1 0.02 9.5" w 9.5" EXIST PAVEMENT TYPICAL SECTION NO. 1 -L- (NC 55) I 12' 12' C2) 0.02 GRADE POINT 0.02 , U 9.5" GRADE TO THIS LINE TYPICAL SECTION NO. 2 -L- (NC 55) I 12' 12' 11' w/GR 4' PS E D1 El ,a 6:7 6' GRADE TO THIS LINE USE TYPICAL SECTION NO. 1 PROJECT REFERENCE NO. SHEET NO. B-4595 2A-1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER O��,�11F1E11111/►Nj, NCAR o�, •� •.•,i�\\\`.'e\NF\\11C11A111R1/O`�z� '/ssO�0q� '�/ � 1. , Z7; SEAL - = SEAL 046981 = = 022896 = '��1111►►►�` �,, S. Ml '��IIIII1111\\` DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the INC FIRM LICENSE No: P-0339 Office of: SUHt ITT 504 Meadowlands Drive 1 Hillsborough, NC 27278 DESIGN AND ENGINEERING SERVICES (919) 732-3883 919) 732-6676 (FAX) NOTE: PLACE FDPS TO FACE OF GUARDRAIL AS SHOWN ON PLANS. *FOR SLOPES VARYING FROM 3:1 TO 2:11 UTILIZE ROCK PLATING. NO SLOPES SHALL BE STEEPER THAN 2:1. VARIABLE SLOPE SEE X-SECTIONS -L- STA 11 + 00.00 TO STA 14 + 50.00 -L- STA 21 + 50.00 TO STA 26 + 00.00 8' 12' MIN . _ _ 6' 11' w/GR 4' P.S. o.os_ *VAR. *VAR. I I GRADE Cl POINT EXIST I EXIST ---- - - - - - - --- - - - - -- --- I W U EXIST PAVEMENT TYPICAL SECTION NO. 3 -L- (NC 55) -Y1- (SR 1324) T 6:7 VARIABLE SLOPE SEE �.•1 X-SECTIONS USE TYPICAL SECTION NO. 2 -L- STA 14 + 50.00 TO STA 16 + 22.00 (BEGIN BRIDGE) -L- STA 17 + 82.00 (END BRIDGE) TO STA 21 + 50.00 USE TYPICAL SECTION NO. 3 -L- STA 2 6 + 00.00 TO STA 2 7 + 00.00 -Yl - STA 10 + 12.04 TO STA 11 + 37.94 PAVEMENT SCHEDULE C1 1 %2" S9 . 5B C2 3" S9.5B C3 IVAR. S9.5B D1 21/2" I19.00 D1 VAR. 119. OC E1 4" B25.00 E2 IVAR. B25.00 J 16" ABC P 1.35 PRIME COAT R ISHOULDER BERM GUTTER T 1EARTH MATERIAL U 1EXIST. PAVEMENT V IVAR. MILLING W IWEDGING NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. GRADE TO THIS LINE PARTIAL TYPICAL USE IN CONJUNCTION WITH TYPICAL SECTION #4 -DET- STA. 16 + 75.00 TO STA. 16 + 96.08 LT VARIABLE SLOPE SEE X-SECTIONS 4' 7' w/GR 11' C� —DET— I � 11' I I GRADE POINT 0.02 VRf1L/L 1 %.! 1 "IJ L11'4L 4' 7' w/G R TYPICAL SECTION NO. 4 -DET- (NC 55) BRIDGE TYPICAL SECTION NO. 5 FOR BRIDGE OVER TRENT CREEK �L —DET- 1 30' _ I 4'_ GRADE POINT 0.04 0.04 4' BRIDGE TYPICAL SECTION NO. 6 FOR TEMPORARY BRIDGE OVER TRENT CREEK 12' VARIABLE SLOPE SEE X-SECTIONS USE TYPICAL SECTION NO. 4 -LDET- STA 11 + 92.83 TO STA 15 + 35.00 (BEGIN BRIDGE) -LDET- STA 16 + 75.00 (END BRIDGE) TO STA 22 + 58.65 USE TYPICAL SECTION NO. 5 -L- STA 16+22.00 (BEGIN BRIDGE) TO STA 17 + 82.00 (END BRIDGE) USE TYPICAL SECTION NO. 6 -LDET- STA 15+35.00 (BEGIN BRIDGE) TO STA 16 + 75.00 (END BRIDGE) PROJECT REFERENCE NO B -4595 ROADWAY DESIGN ENGINEER C A R p� X,041 SEAL 046981 ,,-yam , E. SHEET NO. 2A -2 PAVEMENT DESIGN ENGINEER CA R gyp'''%,,, SEAL �• 022896 S. MOR DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the INC FIRM LICENSE No: P-0339 Office of: [CSLIHNIT 504 Meadowlands Drive Hillsborough, NC 27278 DESIGN AND ENGINEERING SERVICES (919) 732-3883 (919) 732-6676 (FAX) *FOR SLOPES VARYING FROM 3:1 TO 2:11 UTILIZE ROCK PLATING. NO SLOPES SHALL BE STEEPER THAN 2:1. OF -L- l3 /4 /5 /6 /7 /8 /9 20 _. -LDET- 17+44±, 23' RT 13 14 15 18 16 17 PLAN VIEW N.T.S. (L OF -LDET- LIMIT OF GES ----- --- ti`'`1 FILL--\� _- EXISTING ---------__ GROUND - - - - - - - SELECT GRANULAR MATERIAL SEE GES DETAILS TYPICAL A -A SECTION NOT TO SCALE (L OF -LDET- GES 1 FT. LIMIT OF GES TOE OF SLOPE -,-____-------- - - - - - - - - - - - -- ----- _ ------- --e--- - I "1 EXISTING --- GROUND - I LIMITS OF GSS = TOE OF SLOPE OR WETLAND BOUNDARIES (SEE PLAN VIEW) V ✓ ✓ TYPICAL B-B SECTION NOT TO SCALE EMHUKAKY ETAINING FALL 19 2 FT. (TYP) GES,ROLL DIRECTION PERPENDICULAR TO -LDET- ALIGNMENT 20 GEOTEXTILE FOR EMBANKMENT STABILIZATION (GES) GEOTEXTILE FOR SOIL STABILIZATION (GSS) M.- GES DETAILS 2/ 22 SELECT 23 NOTES 1. GRUBBING MAY NOT BE REQUIRED IN AREAS WHERE GEOTEXTILE FOR EMBANKMENT STABILIZATION (GES)OR GEOTEXTILES FOR SOIL STABILIZATION (GSS) IS USED. 2. CLEAR THE AREA WITHIN THE LIMITS OF GES AND GSS. 3. PLACE GES AND GSS PERPENDICULAR TO -LDET- ALIGNMENT ON THE EXISTING GROUND AS SHOWN IN THE PLAN OR AS DIRECTED BY THE ENGINEER. 4. PLACE THE GEOTEXTILE WITHOUT ANY WRINKLES OR CREASES. 5. PLACE 2 FT. OF SELECT GRANULAR MATERIAL ON THE GES. GRANULAR 6. THE TERMS ROLL AND MACHINE DIRECTION ARE USED MATERIAL INTERCHANGEABLY. 7. NO SEAMS OR JOINTS ARE ALLOWED IN THE MACHINE DIRECTION OF GEOTEXTILE. N.T.S. 8. ALL JOINTS IN THE CROSS MACHINE DIRECTION MUST BE OVERLAPPED A MINMUM OF 18 INCHES. PARALLEL TO -LDET- DIRECTION GES AND GSS OVERLAP DETAILS (PLAN VIEW, NOT TO SCALE) 9. FOR GES, SEE GEOTEXTILE FOR EMBANKMENT STABILIZATION (SPECIAL) PROVISION. ESTIMATED QUANTITIES GEOTEXTILE FOR EMBANKMENT STABILIZATION GEOTEXTILE FOR SOIL STABILIZATION SELECT GRANULAR MATERIAL 550 SY 650 SY 350 CY I I I • I I I 03 I I PAMCAR FARMS I I . LLC I I P/ Sto 22 +51.44 DB 306 PG 447 p = 14° 34' 16.6" (RT) I ID= 3° 48' 25.3" o o\�� Zoe\ • L _ 582.75' \ \ \ I I N \ � 58°49'00" WT 192.41' 758.6q' \ R = 1,505.00' �\ I -- - — • v SE = 06 IRO = SEE PLANS mI , I I -Yl - POT Sto. 14 +05.50 JOHN L. MCCOTTER, III I a DB 353 PG 860 I O \ o N o I �I \ o s-8°49"00" 5 E —' I 700,34' I / I PAMCAR FARMS, LLC I I DB 306 PG 447 W W \ END RESURFACING END PROJECT TIF B-4593 mr -Yl - STA. 11 +37°94 -L - STA. 26 4-00°00 - �- �___ END ROCK PLATING l - -'v _ -BL-- 2 � � I� y y l y y y- al l 00/ w LLJ +�80.69 -L-4-/ x / W -Y � �+ -L- ,y P.8 LT -__ 24" CP W03.00 LTA (EX 8.00AT � + ° -L � � � � �LLJ / BEGIN RESURFACING � � � � 8�0o Lr � � � oAT � � // �U E Pu - !/ 1 I I Yl STA. 10 +l2°04 -L POT Sta. 27 +00.00 1 ,y ,y PAMCAR FARMS, LLC I � �PVE / l DB 306 PG 447 O TYP F F F p AT / / -Yl - POT Sta. l0 +00.00 • F RamF v -L - Sto. 23 +51.65 � in m O Ln m 0 1V I n a I CV PROJECT REFERENCE NO. B -4593 R/W SHEET NO. ROADWAY DESIGN ENGINEER SS /0' SEAL - 046981 SHEET NO. 5 HYDRAULICS ENGINEER \\11 I I H 1111� •``��N CAROB'''% SEAL 046226 0GINE /011111110 FOR PROFILE, SEE SHEET 8 FOR ONSITE DETOUR, SEE SHEET 7 \\ O O O O - N F LARRY MASSENGILL�t al o 0 0 -L \\ - N _ �\ \ HWY 55 � 24 BST DB 587 PG 274- - - - - - + \ — w— T V —_\� F M� 6 P EXISTING R/W — —T— — _ _ � E , E _ T ,l ,l ,l al i \ N N FS� _ o / 44.00 RT 0� �o 0 4y°O7' \ \ 7/� - B - 3 / 7 00 T < PSRM TOE PROTECTION \� 6 E g/\o— _ \ \FSS\ ,l ,l w �y-� -- — + 8.0 - - SEE DETAIL 5-1 c\\ \ �-\ � Q a _ N- -y + 00. 0 - - - M 45.00 RT \ \ �T 92.00 RT+00.00 -L- V v �\ / xisT30.00 RT i ,l ,y ,y ,y aL ay N 40.00 RT \ \ \ 1 r _ N roc t— (EX R/W) I \ \ / i H N� \ J -L- PC Sto. 20 +59.05 I \\ / / \� F0 \\ \, RY MASSENGILL, et al \ ` o\ \ I )DB 587 PG 274 w I \ �q„ \ \F P / / " MB 6 PG 5� \ A �� o / v �� • W \ CONC PAD \ \P O G� \ \ \ ExiSTiNc \ \ \ \ \ / - I ANDREW M. BUEHL, JR., et al R \ \ \ ,w Z\ A DB 5�s Pc 7�0 -L- PT Sta. 24+2 78 +38.45 ISBKD 8207�" _ - J 54°32\6 0p00PAMCAR FARMS, LLC �� ----- �8' w ` o \ To \ � DB 306 PG 447 � I m o \ \\ \ N \ DETAIL 5-1 PSRM TOE PROTECTION ( Not to Scale) Mgt \ °t S\°fie Natural Ground d PSRM d = 1 Ft. Type of Liner= 58 SY OF PSRM :ROM STA. 23 + 89 TO STA. 24 + 30 -L- RT \ LARRY ASSENGILL, et all \ F\ z \ B 587 PG 274 6°w MB6PG53 \37\ \ \ N 5 602'26„ W N 8q°2\' o\ cn FI \ ° O� 29 \ \ l� END CONSTRUCTION /3, S\° \ \ 86, -L - STA. 27 +00.00 ` \ Y I \ -\ \ STEVEN LAVALLEE \ \ DB 337 PG 755 DB 470 PG 147 I I \ I y I � \ x I \7, �