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Home My WebLink About30-02 Oversized PlansO Li% CD Cv rn v D m z ` m m Ia 0 U) m Mean High Water — — — — — — — — — — -: ! �� CRYSTAL 5HORE5 SECTION I M.B. 3 1, PG. GO �8 i 0'0/ / / / CRYSTAL 5HORE5 SECTION II — M.B. 33, PG. 71 PROVIDE ONE HC PAINT 5YM130L ON EACH HC PARKING SPACE W/ WHITE TRAFFIC PAINT 12"X 18"X 114" ALUMINUM HANDICAPPED PARKING SIGN R7-8 OR R7-8A, TO READ "RESERVED PARKING' WITH IDENTIFICATION 5YM13OL(G.5.20-37.6) BOLT TO STEEL TUBE WITH 318" CADMIUM PLATED 13OLT5, NUTS, AND WASHERS 1 2'X9'X114' ALUMINUM 51GN R7-8D — 'MAXIMUM PENALTY $250"(G.5. 20-37.G) RE5ERVED PARKING RE5ERVED STANDARD (-:0LOR5 (ALL SIGNS) PARKING BACKGROWO - WHITE I-MERING/E'')RDER - GREEN ARROW - GREEN FIGURE - WHITE. ON BLUE FIELD UCORNER. RAC)!U5 - I I /2" (Tl'P ) 12" 12" SIGN R7-8 MAXIMUM VAN 9" PENALTY 9" ACCESSIBLE $250 12" 12" SIGN R7-8D VAN ACCE551131-E SIGN 1 '-6" 2'X2' 5TEEt rXTEND INTO CONC. FILLED PIPE 2'-0'. Pi VVELDED WATERTIGHT CAP, /. PAINT WHITE MEAN HIGH WATER IS Mean Ig�� / / h ACTUAL PROPERTY LINE Wa er (Per Deed) Gazebo 100,� / PAINT PIPE BASE WHITE -- - / PAVEMENT 2 -�» 1 / U 1000, 8' DIA. 5TD. STEEL PIPE FILLED WITH CONCRETE / wl#r.- 14' LONG REBAR5 EACH WAY THRU � • • PIPE— 711111111111111-- N 29045'49" W 5G0043' I G"W 244,40' ------------ -- ----------------------------------------------- R' W On5low County Portion of M.B. 25, Pg. 49 x w� ------------ — ----- ------------------------------- NEW RIVER INLET ROAD N.C.S.R.1568 60' R/W 11RAN I'-G" DIA. CONCRETE BASE SIGN ELEVATION NOTE: HANDICAPPED PARKING SICN SHALL CONFORM WITH CURRENT STATE, LOCAL CODE5 4 A.D.A. REGULATIONS HANDICAPPED PARKING SIGNAGE NOT TO 5CALE VAN ACCE55113LE (IYP.) I G' 8' 8' C N 10' 5' 8' 1 3' CAR ACCESSIBLE (TYP • ) PARKING SPACES (TYP.) NOT TO 5CALE 51te Benchmark R.R. 5pike Found In Power Pole R/W TO NEW RIVER INLET -------------------- R/W pE 1101 E HVE FEB J 5 2002 DIVISION OF COASTAL MANAC3EMENT PRINTED PARKER & ASSOCIATES INC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS P O. Box M JACKSONVILLE NC 28541-0976 FF8 13 2v SITE DIMENSIONAL PLAN NORTH TOPSAIL BEACH PARK STUMP 50UND TWP., ON51-OW CO., NORTH CAROLINA FOR: TOWN OF NORTH TOPSAIL BEACH DATE:08/29/0 1 GRAPHIC 5CALE: 1 "=30' O 10 20 30 GO 90 Sheet 1 of 4 SCALE: 1 II = 30' FEET Field Book: Mr5c.# 15 1. Pg. 3- Data Collector File Name: N/A Parker & Associates, Inc. D15k Namt-: Acad 483A Consulting Engineers - Land Surveyors - Land )Tanners Ede Name: NTBPsIte.dwcJ P.O. Box 976 - 28541-0976 Drafter: 21F 306 New Bridge Street - 28540 Job No.: CO 10624-3 1 02 Jacksonville, North Carolina Phone (910) 455-2414 - Fax (910) 455-3441 0 -2. I G 20' DIA. WOODEN COVERED GAZEBO z 1 0 4.OG 1-00 CRYSTAL 5HORE5 t' 5ECTION I p M.B. 3 1 , PG. GO N I CRYSTAL SHORES SECTION II — M.B. 33, PG. 71 1 MEAN HIGH WATER 15 ACTUAL PROPERTY LINE (Per Deed) i / / / / / X G.50 5.97 - X 8.30 G.5 . G.78 Ij - --_ - - -LOL77L-- -- �----�--_ _ _ _ Shp _ -5.80 _ ,, r ', 1 5.79 7.52 7.28 ALI\15R/W «, F �3 5• --`�. -- `i 5G0043' 1 G"W _ . _. _ _ _. _ TO I 1, I - 244.40' ?� 5.48 0 5.5G HWY. 2 10 5.59 -- .38 5.33 .. \ -- 0----N_29°45'49" W ---- ---- - - - -- - 5.97 ------------ ----- , 29.89 6, / 6 6. p2- ; y" - - �— - - - - - C 3g W @ - - 35 - - - 29 - - 23— °- --------------------------------------------- -- - --- __ - -------- ---------.--- - - 5 9 - -----------------------_----- /2 S Stabilized 89 Match Existing Grariina Limits 8 ----------�--------------- R/W Onslow County Portion of - M.B. 25, Pg. 49 2"xG" RAIL CAP- 1 /2" GAVL. CARRIAGE-,, BOLT W/ WASHERS (AT NUT AND 15OLTHEAD END) 2-5/8" HIGH 5TRENGTH GALV. BOLT5 W/3" OGEE WA5HER5 (AT NUT AND BOLTHEAD END) TOP OF DECK SPLIT PILE CAP MHW 91-0. SECTION A -A PIER DETAIL Not to scale NOTE: Typical per section may be moclified by owner'5 contractor to accommodate localized construction techniques, but in all cases minimum Standards set forth by North Carolina State Building Code shall be met. approximate Location of Canal Mason Creek r— NAIL CAP TO POSTS W/ 30D GALV. NAILS NAIL INTO TOP RAIL EVERY 2'-0" 3'-0" 2-5/8" HIGH 5TRENGTH GALV. BOLTS W/ NUT + FLAT WASHERS EACH END 2-5/8" GALVANIZED BOLT5 W/ FLAT WASHERS (AT NUT AND BOLTHEAD END) G"xG" PILES @ 8' O.C. i Approximate Location of Gazebo Canal / Mean High / Water Wetlands Line / /•' �� `< / Tot Lot') Picnic 1 Tables OI i t Basketball Court 0 .1.111 �k Gravel Parking; Lot 0 at ------------------------- INSET SCALE: I "= 100' 51te Benchmark R.R. Spike Found in Power Pole n� - ,i,f� --<h�-----------;i, - ----- Elev. 8.05 R W --------------------------------- TO NEW RIVER I N LET RR5F ---- ---------- -------------------------------- NEW RIVER INLET ROAD N.C.S.R.1568 60' R/ W FVW Sheet 2 of 4 Field Book: Mtsc.01 5 1, Pg. 35-3 Data Collector File Name: WA Disk Name: Acid 483A File Name: NTBPs4te.dwcJ Drafter: ZLP Job No.: CO 10824-3 102 EROSION & SEDIMENTATION CONTROL NOTES: 1. General: A. Construction grading activities shall not extend beyond grading limits. Identified on plan. Contractor is responsible for fine grading and seeding of all areas within grading limits, Indicated on plan. B. No work shall take place in areas Identified as 404 Wetlands. C. Contractor is responsible for maintaining all erosion control measures and shall amend measures as required to prevent accelerated erosion from taking place on this site. 2. Construction 5ecfuence: A. Notify Engineer * Owner prior to beginning construction. B. Install stabilized construction entrance at Wetlands line. C. Install silt fence at Wetlands line. D. Clear * grub entire site to grading limits. Do not disturb any trees identified by owner to remain. E. Rough parking lot. F. Install drainage Swale with sediment trap and rock check dam. G. Grade recreation area to elevations indicated. H. Install underground utilities 1. Install CABC at parking lot and pave entrance connection. J. Construct recreation facilitir.5. K. Seed t mulch or otherwise stabilize all disturbed areas within 15 working days of completing any phase of grading thereon. L. Enlarge, amend and maintain sedimentation control measures as needed for revised watershed conditions and effective restraint of off -site sedimentation. 2. 5eeding specification. Apply lime * fertilizer 4 work into seed bed. Seed mixture shall be distributed uniformly* covered with a clean straw mulch. Mulch shall be crimped or tacked to help hold in place. Material: Application Rate Lime 1000 lbs./Acre Fertilizer (1 0- 1 0- 1 0) 800 lbs./Acre Mulch I .5 tons/Acre Permanent Seedy "Rebel Fescue" 100 lbs./Acre Common Bermuda (Hulled April I - Sept. 1) 50 lbs./Acre (Unhulled Sept. I - April 1) 75 lbs./Acre Rye Grain (5ept. I - April 1) 50 lbs./Acre German Millet (April I - 5ept. 1) 50 lbs./Acre Temporary 5eedincl Dec. I - April 15 Koba Lespedeza 50 lbs./Acre Rye Grain 100 lbs./Acre April 15 - August 15 ' German Millet 40 lbs./Acre August 15 - Dec. 15 Rye Grain 100 lbs./Acre FEES 13 2002 GENERAL GRADING, DRAINAGE AND EROSION CONTROL PLAN NORTH TOPSAIL BEACH PARK STUMP 5OUND TWP., 0N5LOW CO., NORTH CAROLINA ' '•'� FOR: TOWN OF NORTH TOPSAIL BEACH Ir GRAPHIC SCALE: I "=30' �~ DATE:08/29/O I 0 10 20 30 GO 90 SCALE: 1 II=30i FEET Parker & Associates, Inc. 5rae:">; Horizons Consulting Engineers - Land Surveyors - Land Manners P.O. Box 976 - 28541-0976 106 New Bridge Street - 28W Jacksonville, North Carolina Phone (910) 455-2414 - Fax (910) 455-3441 CRYSTAL SHORES SECTION II M.B. 33, PG, 71 CRYSTAL SHORES SECTION I M.B. 3 1, PG. 60 R/W TO H WY. 2 10 Onslow County Portion of — M.B. 25, Pg. 49 4" PVC CAP ON 4" LONG PVC PIPE EXISTING GRADE GLUED 4" COUPLING = GLUED WASHED GRAVEL FOR DRAIN TO METER BOX STOP AND DRAIN VALVE WITH QUARTER TURN SHUTOFF PIT INSTALLATION NOT TO SCALE THRUST BLOCKING I'x I'x I' MIN. BACKFLOW PREVENTOR DETAIL NOT TO SCALE STANDARD POLYETHYLENE I METER BOX 20"x 14" WITH CAST IRON LID MASONARY UNIT FOR SUPPORT TOK I)OX" MODEL #2 ENCLO5URE EXISTING GRADE G" WIDE BY 4" THICK CONCRETE FOOTER CENTERED ALONG PERIMETER OF LOK BOX ENCLOSURE -1 NOTE5: 1. "LOK BOX" ENCLOSURE AND BACKFLOW PREVENTOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS, Site Benchmark R.R. Spike Found In Power Pole Elev. 8.08 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — - RnW Sheet 3 of 4 WATER AND SEWER NOTE5: I . POTABLE WATER SUPPLY TO BE COUNTY OF ON5LOW. 2. LOCATION OF EXISTING WATER MAINS SHALL BE FIELD VERIFIED PRIOR TO COMMENCING WORK. ANY DISCREPANCIES SHOULD IMMEDIATELY BE POINTED OUT TO THE ENGINEER. 3. A5 OF JANUARY 1, 1 986, ANYONE DIGGING WITH MECHANIZED EQUIPMENT IN HIGHWAY RIGHT-OF-WAY, PRIVATE UTILITY EASEMENTS, OR PUBLIC 5PACE5 WILL BE REQUIRED BY NORI H CAROLINA LAW 1-0 GIVE NOTICE OF THE PROPOSED EXCAVATION TO ALL EXISTING AREA UTILITIES AT LEAST 2 WORKING DAYS BEFORE STARTING TO DIG. THE UTILITY OWNER IS TO LOCATE ITS FACILITIES IN THE AREA OF THE PROPOSED EXCAVATION. UTILITY MEMBERS OF ULOCO CAN BE CONTACTED AT 1-800-632- 4949. 4. ALL WATER MAINS TO BE P.V.C. A5TM D-224 1, A5TM D- 1784, A5TM D- 1869, 200 P.5.1. PRESSURE RATING. 5. WATER MAINS SHALL BE BURIED TO A DEPTH OF 30--INCHE5 UNLESS OTHERWISE NOTED. G. CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE ONSLOW COUNTY WATER DEPARTMENT AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK, IN5PECTION5, SAMPLING, AND PRE55URI TE5T5. 7. CHLORINATION AND PRESSURE TESTS REQUIRED IN THE PRESENCE OF THE CERTIFYING ENGINEER. 8. CONTRACTOR SHALL FURNISH NEGATIVE BACTERIAL ANALY515 RESULTS AND 24 HOUR CHLORINE RESIDUAL RESULTS TO THE CERTIFYING ENGINEER FOR FINAL ACCEPTANCE. 9. CONTRACTOR SHALL MAINTAIN COMPREHENSIVE (DEPTH AND HORIZONTAL LOCATIONS) FIELD "A5-BUILT5" FOR ALL IN5TALLATION5 AND 5UBMII- THEM TO THE CERTIFYING ENGINEER. 10. ALL DISTURBED AREAS TO BE SEEDED OR .STABILIZED WITHIN 30 DAYS OF COMPLETION OF WORK. 1 1. OWNER, THROUGH PROJECT ENGINEER, WILL 5TAKE OUT LOCATIONS OF INDIVIDUAL WATER, H05E BID PIT INSTALLATION BOXE5. 12, WATER METER INSTALLATION SHALL BE COORDINATED WITH ONSLOW COUNTY UTILITIES DEPARTMENT. WATER PLAN FOR: NORTH TOPSAIL BEACH PARK STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA TOWN OF NORTH TOPSAIL BEACH DATE:08/29/01 GRAPHIC SCALE: 1 "=30' 0 10 20 30 60 90 SCALE: 1 "=30' FEET NEW RIVER INLET ROAD N.C.S.R. 1568 60' R/ W Field Book: Mtsc.# 15 1 , P9. 3-'-7 Data Collector File Name: N/A Disk Name: Acad 483A File Name: NTBP5ite.dwg Drafter: ZLF Job No.: CO 10824-3102 Parker & Associates, Inc. �raF;ng HorlJons Consulting Engineers - Land Surveyors - Land Planners F.O. Box 976 - 28541-0976 3% New Bridge Street - 28540 Jacksonville, North Carolina Phone (910) 4,95-2414 - Fax (910) 455-3441 12 12° EXISTING ROAD rLAN VILW Construction Specifications 1. Stone, Size - Use M5HA Size No. 2 (2-112" to I ") or AA5HTO dC51gnation M43, 51ze No. 2 ( 2-112" to 1- 1 /2"). Use crushed stone. 2. Length - A5 effective, but not less than 50 feet. 3. Thickness - Not less than 51X (G) Inches. 4. Width- Not less than full width of all points of Ingress or egress. Minimum of 12'. 5. Washing - When necessary, wheels shall be cleaned to remove sediment prior to "peiW(!5TV.�Tto public right-of- way. When washing 15 regUIred, it shall be done on an area stabilized with crushed stone which drams into an approved sediment trap or 5edlment basin. All 5edlment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. G. Maintenance - The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights -of -way. TH5 may require periodic top dre551nq with additional stone as conditions demand and repair and/or cleanout of any measures used to trap 5edlment. All 5edlment, spilled, dropped. washed or tracked onto public rights -of -way must be removed immediately. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE GEOTEXTILE FI COMPACTED 5UBGRADE� GRAVEL PARKING DETAIL NOT TO SCALE SLOPE SLOPE LENGTH (FT.) <2% 1_00- 2 TO 5% 75 5 TO 10% 50 10 TO 20% 25 >20% 15 REF: ER0510N AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, D.N.R.C.D. 1985, NOTE: BURLAP SHALL NOT BE USED. DIRECTION OF MINIMUM 2" x 2" x 48" WOODEN P05T5 OR OTHER APPROVED MATERIAL WELDED WIRE MESH NOTE: SPACING FOR WOODEN POSTS SHALL BE: 1) 8 FEET MAXIMUM WITH WIRE MESH OR 2) G FEET MAXIMUM WITHOUT WIRE MESH WITH EXTRA STRENGTH RUN OFF FLOW WOODEN P05T FILTER FABRIC WELDED WIRE MESH BACKFILL EROSION 8 SILTATION N CONTROL FABRIC GROUND LINE ice, / i /r" 24" MIN. EXTRA DEPTH REQUIRED 12 FOR NON -STABLE SOILS SECTION VIEW TYPICAL INSTALLATION OF SILT FENCE NOT TO SCALE L., >1/2D L # 5 WASHED STONE 0 w w � z z0 z z U U m B W TOP OF BANK W = MAXIMUM FULL CHANNEL WIDTH D = DEPTH OF CHANNEL >611 I I >CI, D 1 1 /21) D > 1/2D. FLOW BOTTOM # 5 WASHED G" 611 STONE.. SECTION A —A SECTION B—B NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLE55 r-' f i-IERWISE SPECIFIED BY THE ENGINEER FOR SITE SPECIFIC COt ' ION5. STANDARD ROC_ K CHF DAM NOT TO SCALE TOP OF TRAP LINE SPOILS BI WITH RIP RAP FOR SPILLWAY PLAY AREA SPILLWAY BERM G" DIA. RIP RAP LINED SPILLWAY BERM 2' MIN. SPOILS BERM DF SPOILS BERM (24" MIN.) TOP OF CHANNEU EXISTING GROUND -LOW INVERT OF CHANNEL ........................... I - NOTE: 5EDIMENT 12" MIN.- c? TRAP DVOLUMESEDIMENT TRAP TO BE PERIOO DICALLY INSPECTED AND RIP RAP APRON REPAIRED TO INSURE DIMENSIONS ARE MAINTAINED. TEMPORARY SEDIMENT TRAP WITH DISCHARGE TO NATURAL GROUND _ NOT TO SCALE A It- A It P('1C,-r NOTE: SEED 4 STABILIZE EARTHEN BERM. SAND VOLLEYBALL COURT DETAIL NOT TO SCALE )E 9' CLEAN RS SAND WITHIN OUTLINE 5/8" EXl . GRADE PLYWOOD SHEATHING 15 LB. ASPHALT FELT, 20 YR. FIBERGLASS 5HINGU HURRICANE ANCHOR 2x6 S.T. FASCIA 1 3 NOTE: GABLE ENDS SHALL BE COVERED W/ T I - I I SIDING. STAIN SIDING WITH COLOR TO BE SELECTED BY OWNER. SECTION A -A PICNIC SHELTER SCALE 1 /4"= 1'-0" G" x G" P.T. HOT -DIPPED /ANIZED WOOD POST P05T ANCHC;- w; (2) 1/2" 0 BOLTS 8" MIN. Ji f ^" CONCRETE 3000 PSI 24" ELEVATION VIEW COLUMN FOOTING DETAIL NO SCALE 4' FROM INSIDE EDGE OF PAINT LINE TO FRONT PLANE OF BACKBOARD PAINTED WHITE LINE—/ EDGE OF 13C5C 2 x G PRE-ENGINEERED 5.T. WOOD TRUSSES @ 24" O.C, COLUMN FOOTER (SEE DETAIL) PLAN VIEW COLUMN FOOTING DETAI L NO SCALE 3 5' 21' 811 I' 7 6' R k--4 I q—r—T 4,e 12"X8" 2" PAINT LINE �p y COURT MARKINGS 72' r CAROLINA RECREATION PRODUCTS MODEL 54 1 —G I G DOUBLE 5TRENGT SUPER GOAL WITH CHAIN NET (PROVIDED BY OWNER) GI' ABC @ 95% STANDARD PROCTOR NOTE_: GOALS AND PO5T5 PROVIDED BY OWNER. INSTALLATION BY CONTRACTOR. BASKETBALL COURT DETAIL N.T.S. HURRICANE —ANCHOR ( 1 I r- ANCHOR POST NOTE: ALL DIMENSIONS ARE TO INSIDE EDGE OF PAINT LINE. NOTE: ELEVATION FINISH GRADE BC5C PER GRADING PLAN COMPACT 5UBGRADE TO 95% STANDARD PROCTOR DRAIN FIELD WASHED STONE 6' THICK W11H G' COVER rn II I I 1 I II I I 1 1 1 1/2' PVC DRAIN ./'`�'\) la' (fin MIN. 1I 1 I a 1 1" e' ' I I I 1 5' MIN, e I I 4' PVC CAP 2'x 1 2' CUTOUT FOR PIPE CHA5F 16" LH HINGED STEEL DOOR WITH LOCKABLE HA5P, SUBMIT CUT ° e 5HEETFOR APPROVAL �•a CONCRETE PAD / 4' THICK PLAN VIEW 32'x32'X3' CONCRETE SLAB / WITH GX6-101I0 W.W.F. SUPPLY AND DRAIN LINE 51ZF PER MANUFACTURER'S 14'X 14" ACCESS HOLE W l H 16`x SPEC5 FOR FOUNTAIN 6' LH HINGED STEEL DOOR WITH LOCKABLE HA5P, 5UBM11 CUT r— ADA APPROVED DRINKING f(-)NTAIN EQUAL TO FOUNTAIN PROVIDED Al RE51ROOM BUILDING 4,5' MIN. TO WALKWAY OR RAMP TO GRADE EXPANSION JOINT ADA APPROVED DRINKING FOUNTAIN (SEE SPECS) SHEET FOR APPROVAL 30'x30" BRICK OO HosE BIBS WITHREDUCER ENCL05URE 0 VACUUM BREAK TEE m 46' MIN. TO WALKWAY FXPAN510N JOINT OR RAMP TO GRADE CONCRETE PAD EX15TING t—CONC. PAD 4" THICK 3/4' GATE VALVE WTH 6x6 WWM EXISTING GRADE OR 1X151 MG . _ ♦ . >f ., _� GRADE_ . e FXPAN51ON JOINT DEWEY BROTHER5 MBX- I OR /2" PVC DRAM APPROVED PIA5TIC METER BOX PVC WATER SERVICE -"--1HRU5T BLOCKING 1 k I'x I' MIN. ELEVATION VIEW DRINKING FOUNTAIN DETAIL NOT TO SCALE 50' 40' �. •,..• a SHEET 4 of 4 Field Book: WA Data Collector File. Name: WA Disk Name- Acad 483A File Narne: NTBParkDetad.dwq Drafter: ZLF Job No.: CO 10824-3102 I l — G'xG' SAND Bt1MPFR COURT AREA CLEAN SAND BUMPER--� 4" I"DIA. STEEL ROD--\ F I" JA �A PITCHERS BOX MADE OF 2"x I O" WOOD I /2"RAND DEBURRING OF EXPO5ED END OR POD REQUIRED 12" SAND WITH 15`Po SILT + CLAY r 6" I I �-2"x 1 0" Y WOOD (NP.) 24" 5ECTION A -A N.T.5. NOTE: 1. ALL WOOD TO BE GROUND CONTACT GRADE PRESSURE TREATED WITH 0.4 POUNDS OF CHROMATED COPPER ARSENATE PER CUBIC FOOT OF WOOD OR EQUILAVENT CONFORMING TO AWPA STANDARDS. 2. WOOD SCREWS, TO BE STAINLESS STEEL OR BRASS AND PLACED IN PREDRILLED HOLES. 3. GRADE ELEVATIONS PER GRADING PLAN, HORSESHOE COURT DETAIL N.T.5. i'M11 ei 7002 DETAIL SHEET NORTH TOPSAIL BEACH PARK STUMP SOUND TWP., ON5LOW CO., NORTH CAROLINA FOR: TOWN OF NORTH TOPSAIL BEACH DATE : 10129101 SCALE: A5 SHOWN Parker & Associates, Inc:.. Consulting Engineers - Land Surveyors - Land Planners P.O. Box 976 - 28541-0976 106 New Bridge Street - 28540 Jacksonville, North Carolina PMme (910) 4'S5-2414 - Pax (910) 455-,,,U41