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Home My WebLink About83-2069 - Site PlanGENERAL NOTES: 1. THIS PURPOSE OF THIS PLAN IS TO FILE FOR AN ORDER OF CONDITIONS FOR AN EXISTING DOCK CONFIGURATION WHERE THE N/F LICENSE HAS EXPIRED. THE LOWER PLATFORM IS PROPOSED TO BE ELEVATED TO PROVIDE PROPER LATERAL PUBLIC ACCESS, AND ROBERT E. MAJEWSKI EXPANDED FROM 5'x8" TO 8'06'. 134 BLUE ROCK ROAD 2. SITE WORK CONSISTS OF REBUILDING THE EXISTING ACCESS STAIRS SOUTH YARMOUTH, MA 02664 AND INCREASE THE WIDTH FROM 3 FEET TO 4 FEET. TWO RESTING MAP 111, PARCEL 26 LANDINGS ARE PROPOSED ALONG THE RUN FOR FOR SAFETY, THE UPPER LANDING IS INCREASED FROM 3'x6' TO 4'x8' TO ALLOW FOR 18 INCHES MINIMUM CLEARANCE OVER THE GROUND. 3. ADDITIONAL SITE WORK INCLUDES A PROPOSED OUTDOOR RINSE i ^ STATION AND KITCHEN, AND RELOCATING EXISTING PAVER BLOCKS. 3 / X ! PItPINE 4 A NEW 15 YEAR SIMPLIFIED LICENSE WILL BE APPLIED FOR AFTER i THE NEW ORDER OF CONDITIONS HAS BEEN OBTAINED. / . i v -��Y LIMIT OF WDRK AND ACCESS RICHARD MELL❑ 140 BLUE ROCK ROAD SOUTH YARMOUTH, MA 02673 MAP 111 PARCEL 27 9j A o �- O n Vp �O 2� �O \2� �O y 90� EXISTING �� DWELLING 36 332 40 38 \ \4� POST CAP RAILING (TYP) 2"x4" BALLUSTERS, 4" SPACING (TYP) 4" x 4" RAILING SUPPORT POSTS (TYP) %" THROUGH BOLTS (TYP) 2" x 12" STAIR . STRINGERS (TYP) SEE NOTE 13 .22 AS ( \ EXISTING LANDING, RAMP & p � `\ ` \ • ' FLOATS (DEP LICENSE NO, 7840 (2002, EXPIRED)) I\ y �R\ • PROP. 8'x16' LANDING ^� \ LANDS Gh \ LATERAL PUBLIC J \1( 12 PINE \ \ f `\ ACCESS UNDERNEATH \ \ PROP. BEACH ACCESS qA IN \ \ ` STAIRS (ONE SIDE ONLY) i ❑ \ \ EE S I P T ❑ \ r 9�T \ � DERS / BASS RIVER `\ VsL CIZ1S �O B\E\ \�\2T�\ {� \ \ \ REL CATEIT \ \n4\\3 \ \ \ (TIDAL) \'P,\ 3\0 \ \ \ \6' OAK I I I �7 Fla l ( \ 8 4/2 22 X24 26 N/F /3028/ BLUE ROCK HEIGHTS ASSOC. INC. P.D. BOX 791 SOUTH YARMOUTH, MA 32 02664-0791 3€ 34 38 \ SITE PLAN (FROM RECORD PLAN) 35" RAILING SCALE: 1"=20 BUFFER ZONE PROPOSED 4'X8' PLATFORM 40 HEIGHT 30 f �2" X 6"DECKING, Jz" SPACE BETWEEN DECK BOARDS (TYP) "-2" x 4" TREAD SUPPORTS; 20 THROUGH BOLTED INTO STRINGER (TYP) 2"x12" STAIR TREADS (TYP), ((2) 2"X6" OPTIONAL) 10 TYPICAL STAIR DETAIL NOT TO SCALE SECTION A—A ELEVATION DETAIL 5 25 Q 5 10 20 —4 0 SCALE: 1`-- 10' LEGEND �_ MEAN HIGH WATER ......... MEAN LOW WATER Y r- TOP OF BANK BOTTOM OF BANK PROPERTY LINE r+ I:^ r", rl r, LIMIT OF WORK/ACCESS X = TREE TO BE REMOVED X = TREE TO BE PRUNED �n v cosa g a �D.anna0t2 c RUReslene ed 673 Blue Nock Pd Q Lea,,, Dr � � 4 8 C.oaireyle Keel Cape D, �Au ce SURVEY NOTES: w l'W?% 0,011'sn 1. RECORD OWNER: cdrnz:« ; Yaf}IMOUTp MA 1R 8H SOUTH ROAD KEY M. MELLO KEY M A P BEDFORD, MA 01730 DEED BK 29329, PG 238 NO SCALE 2. RECORD PLANS: A) RECORD PLAN (FOR REFERENCE ONLY); PROPOSED CONSTRUCTION FOR SARGENT WATTS, JR., DATED 12/4/03 (REVISION 3), PREPARED BY CRAIG R. SHORT, P.E. B) ORDER OF CONDITIONS SE83-1612 ISSUED ON 12/11/2003. C) CERTIFICATE OF COMPLIANCE FOR SE83-1612 ISSUED ON 8/24/2004. D) DEP LICENSE #7840 ISSUED 8/29/2002 (EXPIRED). 3. PROPERTY IS SHOWN ON ASSESSORS MAP 111, PARCEL 27 AND APPEARS TO LIE WITHIN THE RESIDENTIAL R-40 DISTRICT PER THE TOWN OF YARMOUTH ZONING MAP (ONLINE). 4. PROPERTY LINES, BUILDINGS, CONTOURS AND STRUCTURES SHOWN WERE OVERLAYED FROM THE SITE PLAN OF RECORD. 5. ORIGIN OF ELEVATIONS ARE BASED ON NGVD 29 PER THE RECORD PLAN. 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM MEASUREMENTS TAKEN ON THE GROUND ON 2/11/16 BY SHOREFRONT CONSULTING, AND UTILIZING PLANS OF RECORD. 7. THE PROPOSED WORK LIMITS ARE NOT LOCATED WITHIN A NHESP PRIORITY HABITAT AND THEREFORE WALL NOT BE SUBJECT TO MESA REVIEW. COASTAL BANK —►�--COASTAL BEACH--�---- LAND UNDER OCEAN MHW MLW 20 40 ZE m 40 30 20 j[0 NGVD 0 100 110 CONSTRUCTION NOTES: 1. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN, BOTH OVER THE APPLICANTS PROPERTY AND FROM THE WATER. 2. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE LANDINGS AND STAIRS. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 3. EQUIPMENT SHALL BE STORED ON THE UPLAND AREAS OF THE APPLICANTS PROPERTY. THERE SHALL BE NO STORAGE OF EQUIPMENT AND MATERIALS ON THE BANK SLOPE. 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 5. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 6. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVA11ON COMMISSION PRIOR TO THE START OF ANY WORK. 10. ALL TIMBER USED FOR THE LANDING AND STAIR STRUCTURES (BOTH ABOVE AND BELOW WATER) SHALL NOT CONTAIN CREOSOTE OR CCA (CHROMATED COPPER ARSONATE). 11. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. PROPOSED ECONSTRUCTED ACCESS STAIRS - PROPOSED 4'X4' PLATFORM -CA NO, DATE REi`lsm (SEE DETA L) LAUH CT JIIITXII-RISE�:97 -EACfi-SEET �N -T❑IAL-RUN =�38 -STEP TSE-=7.47',-RI1N=103 ' CTYP 3 S IpNS; MAY VARYjS"ON nTIE PLAN SHOWING PROPOSED STAIRWAY RECONSTRUCTION AND SITE WORK PROJECT NO. SC -79 oTE As SHOWN 5/22/16 PROJECT RICHARD & ELLEN MELLO 140 BLUE ROCK ROAD YARMOUTH, MA DRAIN DT MCB LAYOUT PR OR T❑ CONSTRUCTION) DRANiNG M. MELLO.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C—'� �aP 1sE, Ts _/PROPOSED 4'X4' 18' MIN. PLATFORM S RUCTURES EXTEND 36'+ BEYOND MHW FLOG ZONE AE PROPOSED 8'X16' 11' (118' NGVD) - - FIXED PLATFORM -- - _ ROP SE -D EXIS _REPOSITIONED-RAMP 5'x8' ING FLOAT EXISTING EXIII - _ 3'x14' RAMP 6'x 0' FLOAT EXISTING FIXED PLATFORM LATERAL PUBLIC ACCESS - MHW = 2.1' PROPOSED ACCESS STAIRS PROPOSED 6_8' DIAK, PILES u ' L-' ' 4$ .... ' . . . . . . EXISTING GRADE (RECORD PLAN) EXISTING GRADE ( IELD ME SUREM T 20 40 ZE m 40 30 20 j[0 NGVD 0 100 110 CONSTRUCTION NOTES: 1. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN, BOTH OVER THE APPLICANTS PROPERTY AND FROM THE WATER. 2. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE LANDINGS AND STAIRS. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 3. EQUIPMENT SHALL BE STORED ON THE UPLAND AREAS OF THE APPLICANTS PROPERTY. THERE SHALL BE NO STORAGE OF EQUIPMENT AND MATERIALS ON THE BANK SLOPE. 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 5. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 6. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVA11ON COMMISSION PRIOR TO THE START OF ANY WORK. 10. ALL TIMBER USED FOR THE LANDING AND STAIR STRUCTURES (BOTH ABOVE AND BELOW WATER) SHALL NOT CONTAIN CREOSOTE OR CCA (CHROMATED COPPER ARSONATE). 11. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. NO, DATE REi`lsm 9Y nTIE PLAN SHOWING PROPOSED STAIRWAY RECONSTRUCTION AND SITE WORK PROJECT NO. SC -79 oTE As SHOWN 5/22/16 PROJECT RICHARD & ELLEN MELLO 140 BLUE ROCK ROAD YARMOUTH, MA DRAIN DT MCB i>lECIEDBY MCB DRANiNG M. MELLO.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C—'� �aP 1sE, Ts