Loading...
HomeMy WebLinkAboutTown of Emerald Isle (5)as authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission In an area of environmental concern pursuant to 15 NCAC ubchapter 7K 020%. Applicant Name Phone Number Address `S"U�/G. o r City e/<aj k-e State zip Project Location (County, State Road. Water Bo y, etc. Type and Dimensions of Project eP ae­e S+ rL4 c G The proposed project to be located and constructed as described above is hereby certified as exempt from the CAMA permit requirement pursuant to 15 NCAC 7K 0207 . This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining other State, Federal or Local authorization. This certification of exemption from requiring a CAMA permit is valid for 90 days from the date of issuance. Following expiration, a re-examination of the project and project site may be necessary to continue this certification. I SKETCH (SCALE: ) Any person who proceeds with a development without the con- sent of a CAMA official under the mistaken assumption that the development is exempted, will be in violation of the CAMA if there is a subsequent determination that a permit was required for the development. The applicant certifies by signing this exemption that (1) the ap- plicant has read and will abide by the conditions of this exemp- tion, and (2) a written statement has been obtained from adjacent landowners certifying that they have no objections to the proposed work. Applicant's signature CAMA Official's signature --- Issuing date Expiration date Attachment: 15 North Carolina Administrative Code 7K W Davenport, Ryan From: Alesia Sanderson [asanderson@emeraidisle-nc.org] Sent: Monday, February 24, 20141:33 PM To: Davenport, Ryan Subject: Deer Horn walkway Hey Ryan, The plans you picked up this morning are for Deer Horn walkway located at the end of Deer Horn Street off Coast Guard Road. The town uses this "typical walkway' plan for all replacement walkways. Thanks so much for taking the time to review today. Alesia Alesia F. Sanderson, Director Emerald Isle Parks & Recreation www.emeraldisle-nc.org 252.354.6350 252.354.9019 fax pA Think Green! Please do not print this e-mail unless necessary RECEMM FEB 2 6 2014 DC1f ,MT,iD CITY 4115GUN O(1 *10z 6 9 E MAW" R .ttoz t Z b�j 4 X 6 RAIL GAP 2 %b RIPPED AND TAPERED 10 DEGREES FOR BENCH BACK NOTCH CUT THE BASE TO SIT ON THE SEATING PLATFORM SET ® 2' O/C 2 X 4 SEAT SUPPORT 02- OIL 4 X 4 POST 02' O/C 2 X 4 CLEATS BETWEEN THE MEMBERS W' BOLT Dss eeAMs R 1/211= 1'-Oil CD- BENCH SEAT 5ECTION- 8" RAIL GAP HAND RAIL F- - - - --- MIN. F-0"------ ----- -------------- ---- ------ -- - - 11" MIN. TREAD WIDTH 2 X b P.T. DECKING SCREWED MAX. RISER ro�ea.enaro" i � L uelPeEOHTG�Rou"� / 2 X 10 P.T. --� [ I y 2 X 8 P.T. 4 F 6 X b P.T. POST —3 6'-2" (4) 2 X 12 P.T. STRINGERS 1/2"= 1'-0" D-2 TYPICAL STAIR 5EGTION SN X D COMPOSITE RAIL CA! ---` SPACER BLOCKS 2' O/C \y 2 UN � EACH CONTINUOUS EACH TIDE CONTINUOUS P T. SHAPED HAND RAIL. 112' ROUND OVER BIT b 1/2' LORE (2) FASTENER! PBR I DOXDIT2Xb STOCK K DOUBLE 2 x 4 TO RUN CONTINUOUS AS RAIL SACKER p M r b %6 POST CONTINUED (V 2 X 2 F.T. PICKETS 05 5-O/C-------- 4 X 4 INTERMEDIATE POST b' O/C 5IB" GLAV. DOLTS" V 2 X b P.T. DECKING SCREWED W N b S' GALV 5LREWS ,. (2) FA5TENERS PI 2 X b P.T. JOIST • 1' 4" 1' 4" 10 7/8"1�— • • 2 % 10 P.T. CROSS BEAN 510"SLAV DOLTS VL WA5 E ---— -- 6 X 6 P T POST ' 6'-6" I ONNELTION 4X4 POST/ 6X6 P05T •--- 5/6" BOLT HAND RAIL DETAIL ASHORE TO SOT SIDES (TYPICAL) R CONNECTION 6 IERS TO DOT SIDES (TYPICAL) SRADE VARIES 1 /2" = 1' - 0" (D-3 RAMP/ )NALKWA�Y SECTION r— MAX. ba ETWEEN 6X 6 POST EO 2X10 F F RAM I N CG PLAN 5/4" X W GAP SUPPORTED W( (2) 2 X 4 NOTCH 6 X 6 POST FOR 2 X 4 2 X q SPACER BLOCKS OPEN OPEN � s M � CV O O O 0 0 0 2 X b JOIST \ 2 X 2 PICKETS MAX. 4" OPENING— \ _ 4, 4 X 4 POST b X 6 P.T. POST WI 5'-D" MIN. TIP 2 X 4 FOOT RAIL F— PENETRATION (TYPICAL) 8' GRADE LINE 1/2"= 1'-0" 0-4 1N,4LK4NAY / RAMP ELEVATION 4' CV � 2 x b nlsr L R095 BEAMS BRIDGING BLOCKS 0l NCH SEATING AREA b %E !05T q%4 POST nl ALL CONSTRUCTION TO BE WITHIN THE TOWN'S RIGHT OF NAY MIN. 5'-0" LEVEL AREA AT RAMP LANDING (n_1� BENCH SEATING CC�-2) STAIR LANDING IF REQUIRED GENERAL CONSTRUCTION NOTES FOR BEACH RAMPS AND WALKWAY5 1. AT THE TOP OF EACH RAMP THERE SHALL BE A 60" X 60" MIN. CLEAR LANDING. 2. AT THE BOTTOM OF EACH RAMP, THERE SHALL BE A MIN, 60" STRAIGHT AND LEVEL CLEARANCE MEASURED PARALLEL TO THE DIRECTION OF TRAVEL. THE WIDTH SHALL BE EQUAL TO THE RAMP. 3. RAMPS SHALL HAVE A MAX. OF 1:12 SLOPE AND SHALL HAVE AN INTERMEDIATE LANDING OF 60" MIN. LENGTH AND EQUAL TO THE RAMP WIDTH FOR EACH 30' RUN OF RAMP LENGTH. 4. VARIATIONS IN REGARD TO RAMP SEGMENT LOCATIONS SHALL BE CON51DERED IN TERMS OF SITE SPECIFIC TOPOGRAPHICAL COONDITION5 PER 51TE LOCATION. 5. MAX. STEP R15ER SHALL BET' IN HEIGHT AND HAVE A MIN. HEIGHT OF 4". ALL RISERS 5HAL BE EQUAL IN EACH SET OF STAIR. 6. ALL LUMBER SHALL BE #2 5YP PRE55URE TREATED AND RATED FOR LOCATION USE. 1. ALL HARDWARE AND FASTENERS SHALL BE HOT DIPPED GALVANIZED PER ASTM 153 990. BOLTS SHALL BE A301 GALVANZIED PER ASTM A153. 8. MI. TIP PENETRATION OF F05T SUPPORTS TO BE V-0" BELOW GRADE. 9, PROVIDE 2 X 8 CROSS BRACING FOR HEIGHTS GREATER THAN V TO THE BOTTOM OF THE CRO55 BEAMS. 10. DESIGN LOADS: LIVE LOAD - 100 P5F. - DEAD LOAD - 10 PSF. ADJU5T ACTUAL LENGTH FOR 51TE GONDITION5 7YFPIGA�L V`IIIIIIIIIIIA Dc,er- KV�,,A'Y RAMP F FEB 2 6 2014 EI M MM CTTy o�n N ♦11111/�1111,,1/ ♦oP.� N,CAg04 •4 A, Oy':'Y i 9 • .Q � SEAL ' 12108 = N .. . ��s � SBA � ♦ , ENGINEER'S 5EAL RECEIVED FEB 2 6 2014 W J W In W z cn Q w Q �I J oC W W > o � .. W z Q o U W z = u � V Q W 0 p W a m C31 � rn Q � ru m i o 0 fu a U -c 0 1 N Z a 4 M to � rn Z V ►- � N �o 1 z 0 U�m M W N DATE: 5/11/2012 SCALE: 1 /411=1' SHEET: