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Home My WebLink About166 Baxter Avenue Site Planr f: • 14134 s. " - F- 1 tea- � � n. r ♦ �hwvro"'" .: ,. _. .. ry . rry,:. @ n .... mt.: 'S°.. .. _ - �t .:,._e �'... a. a..it fni.' �i l�... � _�:. a ... >._ ... _...w, ._ �(Nr_+,.s r.�l,_ . t ." a,_.,,�; ! _. ..__ ..if 14 12 10 6 4 2 0 -2 -4 0+00 T. SITE PLAN (EXISTING) 15 0 15 30 60 SCALE: 1"=30' FLOOD ZONE AE (EL. = 11' NAVD88) 0+20 LSCSF NPROPOSED 25' I EXISTING 4'x116' ELEVATED WALKWAY (PROPOSED TO 0.PPROACH SECTION _ BE RECONSTRUCTED; TOP OF DECK= 7.0' NAVD88, TOTAL LENGTH TO BE 127') r E SECTION A -A PLAN VIEW 5 ° 1° ?° SCALE: 1'=10' VEGETATED BUFFER LIMIT OF MODERATE WAVE ACTION (SEE SURVEY NOTE 10) 0+40 0+60 0+80 17' SPAN " (TYP) i 112'± SALT MARSH EXSTING WALKWAY EXTENDS 116'±; PROPOSED TO BE RECONSTRUCTED TO EL. 7'; WITH 25' LANDWARD APPROACH SECTION EXISTING 4'x116' ELEVATED WALKWAY (PROPOSED TO BE RECONSTRUCTED; TOP OF DECK= 7.0' NAVD88, TOTAL LENGTH TO BE 127' SEE SECTIONIA-A DE 0+1 IG WALKWAY EL. VARIES 3.7' TO 1.38') 120 II 0+140 PROPOSED 16' ' LONG PILES (TYP) EACH LIEN I bLYUNU MHW 10 PREVENT ICE UPLIFT SECTION B -B DETAIL FILE COPY a /CAP RAILING B f CAP (TYP) SCALE: 1'=2' SURVEY NOTES: 2x4 RAILING POSED 6'x10' FLOAT TYP 1 30" FLOAT STOPS I. RECORD OWNER: MILLS MARILYN S_ 5/8" THROUGH t x6" DECKING W/ -'4" P.G. Box 724 80LT TYP PACING; OVERLAP 1" (TYP) FISKOALE, MA. 01518 ED 30' PILES (2) DEED SK:10620 PG:262 PLAN BK:512 PG:076 ° " STRINGERS ) 2. PROPERTY IS SHOWN ON ASSESSORS MAP 029, PARCEL 97.2 AND APPEARS TO UE WITHIN THE 3"X10" YOKE; RESIDENTIAL DISTRICT R-25 PER THE TOWN OF YARMOUTH �4 THROUGH ZONING MAP. (2) TYP. BOLT WITH DOCK WASHERS (TYP) 3. PROPERTY LINES AND EXISTING CONDITIONS AS SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY `,i3"x8" CROSS CONDUCTED ON JANUARY 15, 2015, LINES OF OCCUPATION, BRACING(TYP) - COASTAL BEACH ----I LAND UNDER AND FOUND MONUMENTATION. , SALT POND 10" GREENHEART 4. ORIGIN OF BEARINGS IS PLAN 512, PAGE 076, RAMP AND FLOAT EXTEND 48'f BEYOND MHW I RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF PILES (TYP) �1 DEEDS. 5. ORIGIN OF ELEVATIONS ARE NAVD 88, DETERMINED MHW=1.1' PROPOSED 3'x20' RAMP FROM A GPS SURVEY CONDUCTED ON JANUARY 19, 2015. MLW= -,.8' SECTION A -A WALKWAY DETAIL I I PROPOSED 30' PILES 2 6. PARCEL APPEARS TO LIE WITHIN THE AE (EL=11') AND 0+160 6'xs 4ANDING 0+180 SECTION A -A ELEVATION 5 ° 5 1° 20 SCALE: 1'=10' X FLOOD ZONES PER FIRM MAP 25001 PANEL 569 OF 875 PROPOSED 30" FLOAT STOPS I LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA 2 4/10/15 REVISED FLOAT SIZE FROM 8'x16' TO 6'x10' MCR CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES LEGEND I) �BSURVEYOR ppp � NO. HAS MADE NO INVESTIGATION OR CAN BE INITIALLY JETTED TO SET, RUT THEN SHALL SE INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, WALKWAY & PROPOSED DINGHY DOC ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN MECHANICALLY DRIVEN FROM THE WORKING BARGE. ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2.5'M4W .:.-7,$'. • . • . • . • , , 8. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO ORANOT W MIUS: WG MESA REVIEW. 0+200 0+220 0+240 9. MHW = 1.9' NGVO (1.1' NAVD88) MLW = -1.0' NGVD (-1.8' NAVD88') EDGE OF MARSH SOURCE; ARMY CORPS PROFILE #9 DATED 1988 ov seEErs 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE OBSERVED MLW = APPROX. -1.5 NAVD88 10. FLOOD ZONES ARE SHOWN FOR INFORIMATION ONLY, WERE SCALED IN FROM THE FLOOD MAPS AND ARE NOT RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK PART OF A FORMAL FLOOD SURVEY. "_� SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE MHW �--� MEAN HIGH WATER '� ')` ><� APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 9 sir 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND MI W, MEAN LOW WATER RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND wroNDMONS. --p- ELEVATION CONTOUR Y ' 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF A CONDITIONS TISSUED FOR THE PROJECT BY THE YARMOUTH PROPERTY LINE CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. s ! LIMIT OF WORK/ACCESS Y 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT i�if SALT MARSH ' CONSULTING. n 11. K PERMITTED FOR THE DOCKING OF DINGHY WITH A THE DOC IS SPARANA ALTERNIFLORA MAXIMUM LENGTH OF 12 FEET, 12. THE FLOAT SHALL BE FITTED WITH FLOAT STOPS TO MAINTAIN 30 N g INCHES OF CLEARANCE TO THE BOTTOM FOR SHELLFISH HABITAT. � a Iek a' ' LL 4' 2"x6" RAILING CAP w E 4"x4" POST BOLTED = ° k-' . THROUGH YOKES AND 2"x4" RAILINGS (TYP JOISTS (TYP) G S d� + "- I 2"x12" STRINGERS `RECESSED DECKING (6 TOTAL, TYP), _.. EACH LIEN I bLYUNU MHW 10 PREVENT ICE UPLIFT SECTION B -B DETAIL FILE COPY a /CAP RAILING B f CAP (TYP) SCALE: 1'=2' SURVEY NOTES: 2x4 RAILING POSED 6'x10' FLOAT TYP 1 30" FLOAT STOPS I. RECORD OWNER: MILLS MARILYN S_ 5/8" THROUGH t x6" DECKING W/ -'4" P.G. Box 724 80LT TYP PACING; OVERLAP 1" (TYP) FISKOALE, MA. 01518 ED 30' PILES (2) DEED SK:10620 PG:262 PLAN BK:512 PG:076 ° " STRINGERS ) 2. PROPERTY IS SHOWN ON ASSESSORS MAP 029, PARCEL 97.2 AND APPEARS TO UE WITHIN THE 3"X10" YOKE; RESIDENTIAL DISTRICT R-25 PER THE TOWN OF YARMOUTH �4 THROUGH ZONING MAP. (2) TYP. BOLT WITH DOCK WASHERS (TYP) 3. PROPERTY LINES AND EXISTING CONDITIONS AS SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY `,i3"x8" CROSS CONDUCTED ON JANUARY 15, 2015, LINES OF OCCUPATION, BRACING(TYP) - COASTAL BEACH ----I LAND UNDER AND FOUND MONUMENTATION. , SALT POND 10" GREENHEART 4. ORIGIN OF BEARINGS IS PLAN 512, PAGE 076, RAMP AND FLOAT EXTEND 48'f BEYOND MHW I RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF PILES (TYP) �1 DEEDS. 5. ORIGIN OF ELEVATIONS ARE NAVD 88, DETERMINED MHW=1.1' PROPOSED 3'x20' RAMP FROM A GPS SURVEY CONDUCTED ON JANUARY 19, 2015. MLW= -,.8' SECTION A -A WALKWAY DETAIL I I PROPOSED 30' PILES 2 6. PARCEL APPEARS TO LIE WITHIN THE AE (EL=11') AND 0+160 6'xs 4ANDING 0+180 SECTION A -A ELEVATION 5 ° 5 1° 20 SCALE: 1'=10' X FLOOD ZONES PER FIRM MAP 25001 PANEL 569 OF 875 PROPOSED 30" FLOAT STOPS I LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA 2 4/10/15 REVISED FLOAT SIZE FROM 8'x16' TO 6'x10' MCR 1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCB PR PO 6'x10' FLOAT I) �BSURVEYOR ppp � NO. HAS MADE NO INVESTIGATION OR SC -46 INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, WALKWAY & PROPOSED DINGHY DOC ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN MHW = 1.1' ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2.5'M4W .:.-7,$'. • . • . • . • , , 8. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO ORANOT W MIUS: WG MESA REVIEW. 0+200 0+220 0+240 9. MHW = 1.9' NGVO (1.1' NAVD88) MLW = -1.0' NGVD (-1.8' NAVD88') SOURCE; ARMY CORPS PROFILE #9 DATED 1988 ov seEErs OBSERVED MHW -'APPROX. 1.1' NAVD88 OBSERVED MLW = APPROX. -1.5 NAVD88 10. FLOOD ZONES ARE SHOWN FOR INFORIMATION ONLY, WERE SCALED IN FROM THE FLOOD MAPS AND ARE NOT PART OF A FORMAL FLOOD SURVEY. 3 5/12/15 CORRECTED TYPO FOR FLOAT SIZE (ON SITE PLAN) MCR 2 4/10/15 REVISED FLOAT SIZE FROM 8'x16' TO 6'x10' MCR 1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCB 26Dm PCA90N BY SHEET TRE ppp � NO. PLAN SHOWING RECONSTRUCTED SC -46 WALKWAY & PROPOSED DINGHY DOC AS SHOWN � 01/27/15 PRWEU DS"N By MCB M A R I L YN MILL 166 BAXTER AVENUEW EST YARMOUTH, MA ORANOT W MIUS: WG SHOREFRONT CONSULTING C_I 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM ov seEErs