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HomeMy WebLinkAboutNOI Site Plans - rev2vy LOCUS INFORMATION #44-#48 ROUTE 28 #68 ROUTE 28 CURRENT OWNER: CODE REALTY CURRENT OWNER: OURS, LLC TITLE REFERENCE: DEED BOOK 31364, PAGE 296 TITLE REFERENCE: DEED BOOK 31365, PAGE 127 PLAN REFERENCE: PLAN BOOK 643, PAGE 82 PLAN REFERENCE: PLAN BOOK 643, PAGE 82 AD 1P ASSESSORS MAP: 36 ASSESSORS MAP: 36 PARCEL: 104.1 PARCEL: 106.1 / W��77 N F / REPLACE FRAME & GRATE TOWN OF YARMOUTH W/SOLID COVER R=14.23 CORE DRILL NEW INLET INV.=10.00 STAKE STRAW WATTLES AT CB -1 WF -5 v / LIMIT OF DISTURBANCE R=13.50 INV.=10.10 160.31 WF#B-3 / Z REMOVE & DISPOSE EXISTING WALKWAY (TYP.) W 2 / — - Bi ��ApE O EXISTING STAKE STRAW WATTLES AT BUILDING TO BE LIMIT OF DISTURBANCE RAZED WF#17 ' o /\DRAINAGE\/ • '40"E '27334! T1P1 �\ W / / / / AREAS#16 MkIA N79 49 CATCH IN � WF#14 RIM=' j %r/ WF#13 � 6"/ • �5 p 0I 10 1E" 2H.1 V SLOPE - LOAM & SEED W/NEW i . \ 14 O \ ENGLAND EROSION CONTROL/RESTORATION � �� \ \ MIX FOR DRY SITES & INSTALL EROSION WF 11 \ / _ - ( O \ CONTROL BLANKET # ( / / PROPOSED \ \ RAIN GARDEN PROPOSED ! I ' 1 `' \_ EMERGENCY ; '14 PROPOSED W OVERFLOW RETAIL BUILDING 0 SPILLWAY WF# ! �' �� 3,996± S.F. F. F. � WF#9 1 • ��; 0 ERF POHfi WITH Ln - -1 p _ - 12 � WF#5 �Q•• J� ; ; /; ",�h 1 \ \ o SHED \ �#7 � � � DOWNSPOUT WITH / O-=�� � \� r'� OVERFLOW _ W 1 ® p D INV. OUT = 14.10 - 8" HDPE _ _ D 1 \� ps 1 \ \ to 13 ;, =i-' PLAST D253 IN yAS W/)SOLI 00 1 / OVE \ — - - - REPLA E E GR \ INV. =1 O W/MA HOL 1 J S \ \ IN IN_14 1 12" E CKI ASIN RI = 5.04 \ \ IN OUT 1 !� ONNECT E�1S�IWG� RIM=12.42 GE WQU-2 CONTECH a' \ - DRAINA AREAS pRA1NA �, \ 1 J \! z 1�0 �,� CH - AREA I 1 VORTSEN Y HS UNIT s o \ C BASIN GSE TH �2„ -r �\ 1 REMOVE '& MOLISH X. I / I �S � r - 1�7fAFl LEC IMAGE O CATCH"' ��� ��2 Npp I \ I STRUCTURE REPLAC LA � WITH -RISE RA 4 � CATCH BASIN ""24. F W/WATE QU ITY UNIT _ — RI =1 00 AREA ^ =1 _ REPLACE X. GRATE RIM= 11.83 X02 IINV.=1.2 J � d IINV.=10.255 O \ I INV. -13!50 - W/MANHOLE COVER 1 I \ 1 RIM=16.17 TCV BASIN \ 1 \ O , "W ' - - �M=� 2.17 1 I 1 579.50 50 377•01 - \ WQU-1 - CONTECH o P zv� OS J 1 1 1 \ - \ VORTSENTRY HS UNIT- \� R=16.75 m D s\ 1 BUILDING 1 \ INV. OUT=13.75 1 p \1 2,660± S.r- \ 1S 147.78' I EXISTING \ , DMH -1 1 11 / / 1 N 1 COFFEE SHOP / \ R=16.759 INV. IN -13.55 16 16 (42 SEATS) \ / / \ INV. DU 11.60 \ 1 AC 16 t 1 16_ / 12. 21 - r� / / I c° low BU1 y I _ r -- _ �—_—_— iip 17 - - 579,50' "W Sp •� \ \- - - - - - / INFILTRATIO S \ O - -/ 17 18 \ ^ =2L -150XLHD CHAMBERS j �_ - - - -VII%HVLV FC -24 FEED CONNECTORS /� 0 \ 0 \ 255 60 - - - �vARD RAIL CHAMBER INV.=12.50 S � - - BTM CHAMBERS=12.50 - -/ N /F O O / / - - \ BTM STONE 11.50 / 8) UTEEELIAS & MARIA KALDIS ® J is �� $g0'37'So"W — (36-103) �� ®P - _— _ CONCRETE / --- : T ED — — BOUND FOUND --- -- / MAIN BENCHMARK TAG BOLT ELEV 22.29 — — — (NAVD 88) / ISSUED FOR PERMITTING NOT FOR CONSTRUCTION DISTURBANCE AREA CALCULATIONS DISTURBANCE AREA CALCULATIONS 0' — 50' WETLAND BUFFER EXISTING TOTAL OF DISTURBANCE: 9,632 S.F. PROPOSED TOTAL OF DISTURBANCE: 10,853 S.F. WALKWAYS (GRAVEL & PAVED): 1,281 S.F. PROPOSED GRADING: 2,523 S.F. PAVEMENT: 3,276 S.F. ROOF: 3,773 S.F. 50' — 100' WETLAND BUFFER EXISTING TOTAL OF DISTURBANCE: 10,987 S.F. PROPOSED TOTAL OF DISTURBANCE: 12,278 S.F. WALKWAYS (GRAVEL & PAVED): 882 S.F. PROPOSED GRADING: 1,105 S.F. PAVEMENT: 10,068 S.F. ROOF: 223 S.F. OF 414 c s`S9yl. BRIAN G. ED YERGATIAN CIVIL -o No 46206 o Q �GISTEQ�G FSs�dNAt ENS\ BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER COMMERCIAL REDEVELOPMENT 449 48 & 68 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) NOTICE OF INTENT PLAN SITE PLAN APRIL 12, 2019 REVISIONS: NO. DATE DESC. 1 06/12/19 PER SITE PLAN REVIEW 2 8/26/19 PER CONSERVATION COMM. PREPARED FOR: CODE REALTY, INC. 540 MAIN STREET HYANNIS, MA 02601 OU BSCP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2019 The BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEET FILE: P: YAR\4917804\Civil\-Drawings\4917804-LM.dwg DWG.: SHEET 1 OF 5 JOB. NO: 4-9178.04 NOTES: 11. GRADE STAKES SHOWING DEPTH OF PLANTING SOIL AND LOAM SHALL BE REVIEWED BY LANDSCAPE ARCHITECT/ ENGINEER IN THE QTY BOTANICAL NAME / COMMON NAME FIELD BEFORE FINAL GRADING COMMENCES. 1. PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE "AMERICAN STANDARD FOR NURSERY STOCK" 1 BETULA NIGRA'CITYSLICKER' / CITYSLICKER RIVER BIRCH PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, LATEST EDITION. 12. THE CONTRACTOR SHALL REQUEST THAT THE ENGINEER REVIEW THE FINISHED GRADES BEFORE PLANTING AND SEEDING LIQUIDAMBAR STYRACIFLUA'HAPDELL' SWEET GUM B & B OPERATIONS BEGIN. 2. TOPSOIL STRIPPED FROM THE SITE AND PROPERLY STOCKPILED PRIOR TO APPLICATION MAY, UPON APPROVAL OF THE ENGINEER, BE PLATANUS X ACERIFOLIA'EXCLAMATION' TM / EXCLAMATION LONDON PLANE TREE B & B USED FOR PREPARATION OF LAWNS AND PLANTING BEDS. IT SHOULD BE FREE OF LARGE (ONE (1) INCH OR GREATER) COBBLES, 13. CONTRACTOR SHALL COORDINATE PLANTING INSTALLATION WITH WORK BEING DONE BY OTHERS. ROOTS, OLD SOD, TRASH, WOOD OR OTHER CONTAMINANTS AND BE OF A FRIABLE CONSISTENCY AND SUITABLE FOR PLANT GROWTH. EVERGREEN TREES QTY BOTANICAL NAME / COMMON NAME 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. ALL 3. PROVIDE SOIL TEST REPORTS FOR ONSITE TOP SOIL TO BE REUSED AND FOR LOAM BORROW TO BE IMPORTED. SOIL TEST REPORT JUNIPERUS VIRGINIANA / EASTERN RED CEDAR PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF SHALL INCLUDE USDA TEXTURAL CLASSIFICATION TEXTURAL SIEVE ANALYSIS, AS WELL AS NUTRIENT ANALYSIS, AND 3 ALL PLANTING BEDS AT SPACING SHOWN. MICRO -NUTRIENTS. SHRUBS QTY BOTANICAL NAME / COMMON NAME 15. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 4. PROVIDE SOIL AMENDMENTS AS DIRECTED BY THE A/E BASED UPON THE FINDINGS OF SOIL TESTS PROVIDED FOR EXISTING TOP SOIL ARONIA ARBUTIFOLIA'BRILLIANTISSIMA' / BRILLIANT RED CHOKEBERRY/RED CHOKEBERRY 3 GAL TO BE REUSED AND OR IMPORTED MATERIAL. FERTILIZER APPLICATION SHALL CONFORM TO THE PROVISIONS OF 330 CMR 31.00-31.11 16. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. 5. FERTILIZER SHALL ONLY BE APPLIED BY A CAPE COD COMMISSION CERTIFIED PROFESSIONAL FERTILIZER APPLICATOR. 17. ALL PLANTS SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 6. ANY FERTILIZER SPILLED OR DEPOSITED ON IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY. FERTILIZER SHALL NOT BE 18. ALL TREES SHALL BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. APPLIED IN A MANNER THAT WOULD ALLOW IT TO FLOW INTO ADJACENT STORM DRAINS. FERTILIZER SHALL NOT BE APPLIED TO SOILS CORNUS STOLONIFERA'CATO' /ARCTIC SUN DOGWOOD 3 GAL THAT ARE SATURATED OR FROZEN. FERTILIZER SHALL NOT BE APPLIED IMMEDIATELY PRIOR TO FORECAST HEAVY PRECIPITATION. 19. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, 24"-30" HT JS MULCHING, FERTILIZING, ETC.) OF THE PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. PROVIDE A MINIMUM 7. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA SPORES, AND POLYACRILAMIDE SOIL CONDITIONER INTO PLANT PITS PER 3 GAL EQUIVALENT OF 1" OF RAIN PER WEEK DURING THE ESTABLISHMENT PERIOD. MANUFACTURER'S DIRECTIONS. RHODODENDRON PJM OLGA MEZIT / OLGA MEZIT RHODODENDRON 5 GAL RB 20. CONTRACTOR SHALL PROVIDE CLEAN POTABLE WATER, HOSES AND ALL NECESSARY EQUIPMENT FOR WATERING ASSOCIATED WITH 8. DO NOT OVERCOMPACT LOAM AREAS OR WORK SOIL IN A WET OR FROZEN STATE. VD THE PLANTING AND SEEDING OPERATIONS. 9. PLANTED AREAS SHALL BE PITCHED A MINIMUM OF TWO PERCENT (2%) 21. ALL NEW PLANT MATERIAL SHALL BE PRUNED AFTER PLANTING TO REMOVE ALL DEAD OR DAMAGED BRANCHES TO ENCOURAGE QTY BOTANICAL NAME / COMMON NAME HEALTHY GROWTH. TREE WOUND DRESSING SHALL NOT BE USED ON ANY PLANTINGS. ALL NEW PLANTINGS SHALL BE WATERED 10. SHRUB BED AREAS SHALL RECEIVE 12" PLANTING SOIL MINIMUM THROUGHOUT. SEE PLANTING DETAILS. 46 FROM TIME OF DELIVERY UNTIL ACCEPTANCE. 1 GAL 22. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE DESCHAMPSIA CESPITOSA'GOLDTAU' / GOLD DEW TUFTED HAIR GRASS 1 GAL PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEET ALL 7 HEMEROCALLIS X'HAPPY RETURNS'/ HAPPY RETURNS DAYLILY PLANT LIST SPECIFICATIONS. HG 23. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DATE 1 GAL HR OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE HEMEROCALLIS X'RED HOT RETURNS'/ RED HOT RETURNS DAYLILY 1 GAL GUARANTEE PERIOD, AS DIRECTED BY THE OWNER. 46 24. LOAM AND SEED ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED. LOAM DEPTH TO BE A MINIMUM OF 6" RA 25. PERMANENT AND OR TEMPORARY IRRIGATION SHALL BE PROVIDED PER DELEGATED DESIGN PERFORMANCE SPECIFICATION. IT 2 GAL BUFFER/ RAIN -GARDEN PLANTING SHALL INCLUDE ALL LAWN AND PLANT BED AREAS OR AS DIRECTED BY THE OWNERS REPRESENTATIVE. SL 26. ALL WATER UTILITIES ASSOCIATED WITH IRRIGATION SHALL BE PREPARED BY A LICENSED PLUMBER AND SHALL COMPLY WITH STATE 1 GAL GB AND LOCAL BUILDING CODE. N .. .. .. .. .. .. - WF#2 WF�3 -10 \ ` WF#5 Q LOT 1 A 7,±S.F. WETLANDS 40,745±S.F. UPWANDS 48,519±S.F. TOTAL 1.11± ACRES \ \ DECK 0 \ 50 - O \ \ AD \ AA Cq \ 41 W I \ I 1 1 ci 1 BUIL 1 I 2,66( O 1 2 1 LS R 1 I 1 AC 1 1 1 Bt FFER TO T.ANDS � Q N /F � C ELIAS & MARIA KALDIS (36-103) SOL I OHW MASS. H.WAY w EASEMENT 5 -TS -11 10'±x42'± 273,74, 140'C WF#13 WF#17 �� PLANT SCHEDULE HT TREES QTY BOTANICAL NAME / COMMON NAME CONT BNS 1 BETULA NIGRA'CITYSLICKER' / CITYSLICKER RIVER BIRCH B & B LSR 3 LIQUIDAMBAR STYRACIFLUA'HAPDELL' SWEET GUM B & B PXE 5 PLATANUS X ACERIFOLIA'EXCLAMATION' TM / EXCLAMATION LONDON PLANE TREE B & B UAV 2 ULMUS AMERICANA WALLEY FORGE'/ AMERICAN ELM B & B EVERGREEN TREES QTY BOTANICAL NAME / COMMON NAME CONT JVE 2 JUNIPERUS VIRGINIANA / EASTERN RED CEDAR B & B PFV 3 PINUS FLEXI LIS 'VANDERWOLF'S PYRAMID'/ VANDERWOLF'S PYRAMID PINE B & B SHRUBS QTY BOTANICAL NAME / COMMON NAME CONT AA 9 ARONIA ARBUTIFOLIA'BRILLIANTISSIMA' / BRILLIANT RED CHOKEBERRY/RED CHOKEBERRY 3 GAL CK 46 CALAMAGROSTIS X ACUTIFOLIA'KARL FOERSTER' / NORTHERN REED GRASS 2 GAL CS 1 CORNUS SERICEA'KELSEYI' / KELSEYI DOGWOOD 3 GAL CF 14 CORNUS STOLONIFERA'CATO' /ARCTIC SUN DOGWOOD 3 GAL IC 23 ILEX GLABRA'COMPACTA' / COMPACT INKBERRY 24"-30" HT JS 6 JUNIPERUS X PFITZERIANA'SEA GREEN'/ SEA GREEN JUNIPER 3 GAL RL 4 RHODODENDRON PJM OLGA MEZIT / OLGA MEZIT RHODODENDRON 5 GAL RB 36 ROSA X'KNOCKOUT 'RAINBOW' / ROSE 3 GAL VD 11 VIBURNUM DENTATUM / SOUTHERN ARROWWOOD 3 GAL GROUND COVERS QTY BOTANICAL NAME / COMMON NAME CONT AU 46 ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS'/ MASSACHUSETTS MANZANITA 1 GAL DG 50 DESCHAMPSIA CESPITOSA'GOLDTAU' / GOLD DEW TUFTED HAIR GRASS 1 GAL HH 7 HEMEROCALLIS X'HAPPY RETURNS'/ HAPPY RETURNS DAYLILY 1 GAL HG 11 HEMEROCALLIS X'LITTLE GRAPETTE' / LITTLE GRAPETTE DAYILY 1 GAL HR 13 HEMEROCALLIS X'RED HOT RETURNS'/ RED HOT RETURNS DAYLILY 1 GAL JP 46 JUNIPERUS CONFERTA'BLUE PACIFIC'/ BLUE PACIFIC JUNIPER 3 GAL RA 22 RHUS AROMATICA'GRO-LOW' / GRO-LOW FRAGRANT SUMAC 2 GAL BUFFER/ RAIN -GARDEN PLANTING SL 35 SPIREA LATIFOLIA / BROADLEAF MEADOWSWEET 1 GAL GB 60 GAYLUSSACIA BACCATA / BLACK HUCKLEBERRY 1 GAL PV 10 PANICUM VIRGATUM 'HEAVY METAL'/ BLUE SWITCH GRASS 1 GAL AD 50 ASTER DIVARICATUS / WHITE WOOD ASTER PLUG WF -5 WF#B-3 VIII, W#13-4 STp KApE FENCE WF#B-2 � Q WET\-ANi i CAL HT REMARKS FOR CASEYLEE BASTIEN RLA DATE 12'-14' UPRIGHT, CLUMP, DENSE FORM SPRING PLANTING 3.5"CAL 441 48 & 68 ROUTE 28 UPRIGHT, WELL -BRANCHED 3"CAL MASSACHUSETTS SPECIMEN, COSISTENT BRANCH HEIGHT. 3"CAL LANDSCAPE PLAN MATCHED SPECIMEN, COSISTENT BRANCH HEIGHT. CAL HT REMARKS DESC. 6-6" 06/12/19 PER SITE PLAN REVIEW 6'-8' 8/26/19 HT. REMARKS 24"-36" 18"-24" DENSE, UPRIGHT 18-24" 18"-24" 36"-48" 24"-36" DENSE, UPRIGHT SPACING REMARKS 36" o.c. 24" o.c. 30" o.c. 24" o.c. 24" o.c. 48" o.c. 36" o.c. WF#B-6 48" o.c. 24" o.c. 18" o.c / 0 pE � ✓ /j}4 o o / O � 0 1(D io'50"W 7(94 OHW - - OHw - - "v MINIATU (IN / 11 HR W- .. / I 1 6 / W _ N 1 CK1 O / / W 1 I _LAANN O � �� W _ - w o _ �P -_- O _ 1 I O - 1 - - - W W - � _ _----- 11 O OHW _ - - - S79'5 - W T I OVA* 0 55.60 HW P - RAIL W - - - O / \\ N -_ - - - GU PRD W- _ o - "W - WRO T E / sao'37� oHW - - w - - o0 OHw5 ---__- -� EEE -At-) 0 _ _ - - CON CRETE W T7 STP\- o s� __--- BOUND FOUND 0 HH NAAIN � - 37 11 17\ CK JP RA --_--�-- _ �o o _----- ISSUED FOR PERMITTING - o _----- NOT FOR CONSTRUCTION 90 _ - - O �Q--- o -- I►A OF MqS BRIAN G. o YERGATIAN CIVIL No.46206 C Q 90,E /S -FS FSS�ONAL ENG` 1 8' -k�9 FOR CASEYLEE BASTIEN RLA DATE LANDSCAPE ARCHITECT COMMERCIAL REDEVELOPMENT 441 48 & 68 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) NOTICE OF INTENT PLAN LANDSCAPE PLAN APRIL 12, 2019 REVISIONS: NO. DATE DESC. 1 06/12/19 PER SITE PLAN REVIEW 2 8/26/19 PER CONSERVATION COMM. PREPARED FOR: CODE REALTY, INC. 540 MAIN STREET HYANNIS, MA 02601 OU BSCP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2019 The BSC Group, Inc. SCALE: 1" = 20' imilli 0 10 20 40 FEET FILE: P:YAR\4917804\Civil\-Drawings\4917804-LSC.dwg DWG.: SHEET 2 OF 5 JOB. N0:4-9178.04 HOT MIX ASPHALT TOP COURSE HOT MIX ASPHALT TOP JOINT TO BE BINDER COURSE SEALED WITH AN EMULSION AND SAND MIX EXIST. PAVEMENT 12" COMPACTED GRAVEL BORROW SUBBASE (M.1.03.0. TYPE C) i\ /\ /\ /\ COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL AND REPLACE WITH GRAVEL (TYPE A) COMPACTED IN 6" LIFTS EXIST. GRAVEL BASE -APPLY TACK COAT OF RS -1 EMULSION TO VERTICAL FACE OF EXISTING PAVEMENT PRIOR TO THE PLACEMENT OF THE NEW HOT MIX ASPHALT CUT EXISTING PAVEMENT IN A NEAT LINE USING SAW CUT METHOD ONLY THROUGH ENTIRE DEPTH OF EXISTING PAVEMENT HOT MIX ASPHALT PAVEMENT JOINTS SCALE: NONE SCALE: NONE IF HOT MIX ASPHALT WEARING COURSE +I r-2-1/2" HOT MIX ASPHALT BINDER COURSE 12" COMPACTED GRAVEL BORROW BASE (M 1.03.0 C) I STANDARD DUTY FLEXIBLE PAVEMENT N OTE: PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE RESULTS OF GEOTECHNICAL INVESTIGATIONS HOT MIX ASPHALT PAVEMENT SECTION SCALE: NONE ALTERNATE TOP SLAB, ��, REINFORCED TO MEET HEAVY DUTY C.I. MANHOLE H-20 LOADING FRAME & COVER ENGRAVED PER CITY/TOWN SPEC. SET FRAME IN FULL BED OF MORTAR fR ADJUST TO REQUIRED GRADE W/MIN. OF 2 OR MAX. OF 5 RED BRICK COURSES OR EQUIVALENT Z 1 DIA. DDIMENSION WITH REINFORCED z FRONT TYCONCRETE COLLARS. M.H. STEPRECAST REINFORCED CONCRETE w CORROSIOM.H. CONE SECTION w RESIST (T0 00 DIA. 2" CLEAR N 1 PROVIDE V OPENINGS � / \ MORTAR ALL JOINTS 5" MIN. 5" MIN. 2'-6" MAX. OUTSIDE OF 1" COVER DIA. PIPE PIPE +2" CLEARANCE 3" MIN #3 BAR (TYP.) sum1—#3 BAR AROUND OPENINGS PIPE OPENINGS 1-1 /2" MIN. FOR PIPES 18" DIAMETER TO BE PRECAST AND OVER, 1" COVER 1-1/2" MIN. IN RISER SECTION 12" CRUSHED STONE 3" MIN. NOTE: 5" MIN. PREFORMED BITUMASTIC I SEALANT AS SPECIFIED. NF—PRECAST UNIT SHALL FILL AT LEAST 757. 1" COVEOF JOINT CAVITY. RUBBER 12" CRUSHED STONE 5" MIN. OR "0" RING SET IN RECESS. BASE DETAIL JOINT DETAILS PRECAST CONCRETE DMH SCALE: NONE COMPACT EXCAVATED SOIL ON UPSLOPE DRIVE STAKE UNTIL SIDE 2-3" REMAINS EXPOSED HANDICAP ACCESSIBLE RAMP (TYP.) STRAW WATTLE PARKINVAN ACCESSIBLE (12"-18") OR APPROVED EQUAL G SIGN (TYP.) SIDEWALK GRANITE CURB HOT MIX ASPHALT TYPE VA -4 WEARING COURSE FINISH GRADE \< \�� "WIDE TE HOT MIX ASPHALT PAINT WHITE WORK AREA AREA TO BE BINDER COURSE LINES (TYP.) PROTECTED j\ z d \ �\ 001h , rr _ COMPACTED GRAVEL d Jd /� TRAFFIC PAINT 3 —0 (TYP)E'l D I Li iii—iii—iii—iii—iii—iii—iii—iii—iii—iii—iii—iii i i iiiWiiiWiiiWiiiWiiiWiiiWiiiWiiiWiiiWiiiWiiiWiii—ii BORROW BASE (M 1.03.0 C) d \i PARKING LE J INSTALL WITH 18" OR//�\/%// d i SYMBOL (TYP.) W 24" 1 X 1 WOOD STAKES �j/ / _ N io 4' TO END 3000 PSI CONCRETE//i /i\//i�\//��/i //��//��/OF PARKING 6" 6" 6" SPACE (TYP.) 8'-0NOTES: " MIN.8'-0" , CURB MIN. 1. BEGIN AT THE LOCATION OF WHERE THE WATTLE IS TO(MIN) (VAN SPACE) (VAN SPACE) BE INSTALLED BY EXCAVATING A 2-3" DEEP BY 9" WIDE TRENCH. 2. SECURE THE STRAW WATTLE WITH 18-24" STAKES EVERY 3-4' AND WITH A STAKE ON EACH END. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE LEAVING AT LEAST 2-3" OF STAKE EXTENDING ABOVE THE WATTLE. 3. STAKES SHOULD BE DRIVEN PERPENDICULAR TO SLOPE FACE. STAKED STRAW WATTLE SCALE: NONE BUILDING FACE RAIN LEADER 1 C.I. DOWNSPOUT SHOE OVERFLOW /—FINISH GRADE PIPE* *PIPE MATERIAL TO BE CAST IRON FOR COMMERCIAL BUILDINGS. (MAY BE PVC FOR SINGLE FAMILY RESIDENTIAL.) VERTICAL GRANITE CURB SCALE: NONE 50' LONG x 15' WIDE (MIN.) STONE PAD ►AAiniTAini o" /uiKIN n" ^^ A r'1 l'•r \-- GEOTEXTILE FABRIC TEMPORARY CONSTRUCTION ENTRANCE SCALE: NONE PAINTED PAVEMENT MARKINGS ACCESSIBLE VAN PARKING SPACES SCALE: NONE 2' TO 4 5" MIN. BASE DETAILS 5" MIN. 1 1/2" MIN. (TYP.) 3" MIN. (TYP ) PRECAST UNIT 12" CRUSHED STONE BASE ALTERNATE ECCENTRIC CONE SECTION 24" SQUARE OPENING (TYP.) N 00 i 48" DIA. MANHOLE ALTERNATE TOP SLAB FRAME AND GRATE PER MUNICIPAL STANDARDS PRECAST CONCRETE CATCH BASIN SCALE: NONE GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER—GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL & PRE—PUNCHED MOUNTING HOLES. IMAGE TO BE SURFACE INSTALLED, SELF—ADHESIVE ENGINEER—GRADE, NON—REFLECTIVE VINYL 3'-2" 1 Tj 0 00 w RED BRICKS MAY BE USED FOR GRADE ADJUSTMENTS (MIN. 2, MAX. 5 COURSES). FRAME TO BE SET IN FULL BED OF MORTAR. PROVIDE "V" OPENING GROUT ALL AROUND —OUTSIDE OF PIPE & 2" CLEARANCE MORTAR ALL JOINTS LeBARON "SNOUT" TRAP EE BASE DETAILS 2" CRUSHED STONE BASE 12" 0 SPECIAL PLATE REQUIRED UNAUTHORIZED VEHICLES MAY BE REMOVED AT OWNERS EXPENSE 0 FINISHED GRADE 2"x2" GALV. STEEL TUBE SET IN CONCRETE BASE APPROX. 12" DIA.x 36" DEPTH co VAN ACCESSIBLE ACCESSIBLE PARKING PAVEMENT 12" MARKING SYMBOL NOTE: ACCESSIBLE SIGN & POST ACCESSIBLE SYMBOL SHALL BE TRAFFIC PAINT AND (VISITOR SIGN & POST TYP.) CENTERED IN STALL. PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SYMBOL & ACCESSIBLE PARKING SIGN Y�116�>•N1►1� E U kTION BLANKETS GRADABLE WITH AN E SPAN OF 2 YEARS CONSTRUCTION NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. HYDROSEED SIDE SLOPES BEFORE INSTALLATION OF BLANKETS. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP—SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. *3" (7.5 cm) 0 I STAPLE PATTERN GUIDE *3" (7.5cm) Ah 2' (0.67) 1.6' (0.5m) 4 11 —0 • 11,—Seam Stitch 1.7 STAPLES PER SQ. YD. (2.0 STAPLES PER SQ. M) BLANKETS WITH THE OPTIONAL NORTH AMERICAN GREEN DOT SYSTEM PLACE STAPLES/STAKES THROUGH EACH OF THE GREEN COLORED DOTS. NOTES: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15CM) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. CRITICAL POINTS A. OVERLAPS AND SEAMS B. PROJECTED WATER LINE C. CHANNEL BOTTOM/SIDE SLOPE VERTICES * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENTHS IN EXCESS OF 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. *LOCATION OF SEAM STITCH WILL VARY DEPENDING ON NORTH AMERICAN GREEN PRODUCT TYPE:—APPROX. 5" SEAM OVERLAP FOR BIONET EROSION CONTROL BLANKETS SLOPE STABILIZATION INSTALLATION SCALE: NONE V�p OF Il440s9 yi5_ c BRIAN G. YERGATIAN o a ' CIVIL Cn -o F°p No. 46206 0 PO,t FSS/ONAL ENG\ 8" MIN. BRIAN G. YERGATIAN DATE JOINT DETAILS COMMERCIAL REDEVELOPMENT 2'-0"t V, ° IN N w z DIAMETER NOTICE OF INTENT PLAN 00 w0 Cl- U a ° REVISIONS: NO. DATE w SEE JOINT DETAILS 06/12/19 o z 0 4'-0"t 1" DIAMETER PER CONSERVATION COMM. w Iwo U_ 0 2 (n H r WAN ;- NOTES: PREPARED FOR: CODE REALTY, INC. 540 MAIN STREET 1. ALL PRECAST JOINTS TO BE BSC ROUP 5" MIN. SEALED WITH BUTYL RUBBER. 02673 508 778 8919 © 2019 The BSC Group, Inc. SCALE: AS NOTED FILE: P:YAR\4917804\Civil\—Drawings\4917804—DET.dwg o 2. DESIGN TO CONFORM TO JOB. NO: 4-9178.04 f H-20 LOADING. d 3. CONTRACTOR HAS THE d OPTION TO USE ALTERNATE TOP SLAB. PRECAST CONCRETE CATCH BASIN SCALE: NONE GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER—GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL & PRE—PUNCHED MOUNTING HOLES. IMAGE TO BE SURFACE INSTALLED, SELF—ADHESIVE ENGINEER—GRADE, NON—REFLECTIVE VINYL 3'-2" 1 Tj 0 00 w RED BRICKS MAY BE USED FOR GRADE ADJUSTMENTS (MIN. 2, MAX. 5 COURSES). FRAME TO BE SET IN FULL BED OF MORTAR. PROVIDE "V" OPENING GROUT ALL AROUND —OUTSIDE OF PIPE & 2" CLEARANCE MORTAR ALL JOINTS LeBARON "SNOUT" TRAP EE BASE DETAILS 2" CRUSHED STONE BASE 12" 0 SPECIAL PLATE REQUIRED UNAUTHORIZED VEHICLES MAY BE REMOVED AT OWNERS EXPENSE 0 FINISHED GRADE 2"x2" GALV. STEEL TUBE SET IN CONCRETE BASE APPROX. 12" DIA.x 36" DEPTH co VAN ACCESSIBLE ACCESSIBLE PARKING PAVEMENT 12" MARKING SYMBOL NOTE: ACCESSIBLE SIGN & POST ACCESSIBLE SYMBOL SHALL BE TRAFFIC PAINT AND (VISITOR SIGN & POST TYP.) CENTERED IN STALL. PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SYMBOL & ACCESSIBLE PARKING SIGN Y�116�>•N1►1� E U kTION BLANKETS GRADABLE WITH AN E SPAN OF 2 YEARS CONSTRUCTION NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. HYDROSEED SIDE SLOPES BEFORE INSTALLATION OF BLANKETS. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP—SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. *3" (7.5 cm) 0 I STAPLE PATTERN GUIDE *3" (7.5cm) Ah 2' (0.67) 1.6' (0.5m) 4 11 —0 • 11,—Seam Stitch 1.7 STAPLES PER SQ. YD. (2.0 STAPLES PER SQ. M) BLANKETS WITH THE OPTIONAL NORTH AMERICAN GREEN DOT SYSTEM PLACE STAPLES/STAKES THROUGH EACH OF THE GREEN COLORED DOTS. NOTES: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15CM) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. CRITICAL POINTS A. OVERLAPS AND SEAMS B. PROJECTED WATER LINE C. CHANNEL BOTTOM/SIDE SLOPE VERTICES * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENTHS IN EXCESS OF 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. *LOCATION OF SEAM STITCH WILL VARY DEPENDING ON NORTH AMERICAN GREEN PRODUCT TYPE:—APPROX. 5" SEAM OVERLAP FOR BIONET EROSION CONTROL BLANKETS SLOPE STABILIZATION INSTALLATION SCALE: NONE V�p OF Il440s9 yi5_ c BRIAN G. YERGATIAN o a ' CIVIL Cn -o F°p No. 46206 0 PO,t FSS/ONAL ENG\ BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER COMMERCIAL REDEVELOPMENT 449 48 & 68 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) NOTICE OF INTENT PLAN DETAIL SHEET I APRIL 12, 2019 REVISIONS: NO. DATE DESC. 1 06/12/19 PER SITE PLAN REVIEW 2 8/26/19 PER CONSERVATION COMM. PREPARED FOR: CODE REALTY, INC. 540 MAIN STREET HYANNIS, MA 02601 BSC ROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2019 The BSC Group, Inc. SCALE: AS NOTED FILE: P:YAR\4917804\Civil\—Drawings\4917804—DET.dwg DWG.: SHEET 3 OF 5 JOB. NO: 4-9178.04 CULTEC HVLV FC -24 FEED CONNECTOR WHERE SPECIFIED RECHARGER 150XLHD HEAVY DUTY CHAMBER 1-2 INCH [25-50 mm] WASHED, CRUSHED STONE SURROUNDING CHAMBERS PAVEMENT OR FINISHED GRADE 12.0'[3.66 m] MAX. MIN. 95% COMPACTED FILL -SCOOAVER DEPTH n CULTEC NO. 410 NON -WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES ARE MANDATORY; BOTTOM PER ENGINEER'S DESIGN PREFERENCE 8.0" [203 mm] MIN. FOR PAVED 10.0" [254 mm] MIN. FOR UNPAVED 6.0" [152 mm] MIN. 18.5" [470 mm] 6.0" [152 mm] MIN. 24.0" [600 mm] FIELD PLACED CLASS "C" CONCRETE (OPTION 2) FLUSH WITH PAVEMENT 13.5" 343 mm] PAVEMENT OR FINISHED GRADE 8.0" [200 mm] MIN. / G �, 6.0" [150 mm] MIN. FIELD PLACED CLASS "C" CONCRETE (OPTION 1) 1.50" [75 mm] BELOW PAVEMENT. - PAVEMENT OR FINISHED GRADE MIN. 95% COMPACTED GRANULAR FILL AASHTO HS -25 RATED CAST IRON FRAME AND SOLID COVER 6" [150 mm] PVC SCREW IN CAP CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED 6" [150 mm] SDR -35 RISER (LENGTH VARIES) BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH 6.25" [160 mm] HOLE TO BE CUT w/ HOLE 12.0" [305 mm] MIN. 33.0" [838 mm] L 39.0" [991 mm] ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION) SAW CENTERED ON CORRUGATION CREST CENTER TO CENTER 6" [150 mm] SDR -35 BELL END. PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR CUT FOR 6" [150 mm] OF INSERTED PIPE ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB -GRADE SOILS HAS BEEN MET CULTEC R-150XLHD INFILTRATION SYSTEM DETAILS SCALE: NONE MODEL 150XLRHD STAND ALONE SMALL RIB LARGE RIB 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) MODEL 150XLSHD STARTER SMALL RIB LARGE RIB IN 3. MODEL 150XLIHD INTERMEDIATE SMALL RIB LARGE RIB n n MODEL 150XLEHD END SMALL RIB LARGE RIB 6. THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PER ASTM D3786 TESTING METHOD. 33.0" [I CULTEC R-150XLHD INSPECTION PORT SCALE: NONE 6.0" [150 mm] DIA. 10.0" [254 mm] SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD (ACCOMMODATES CULTEC HVLV FC -24 FEED CONNECTOR OR STORM PIPE) MAX. PIPE: 10" [250 mm] HDPE 10" [250 mm] PVC 18.5" [470 mm] 20.5" [521 mm] CULTEC RECHARGER 150XLHD CHAMBER STORAGE = 2.65 CF/FT [0.245 m3/m] INSTALLED LENGTH ADJUSTMENT = 0.75'[0.23 m] ALL RECHARGER 150XLHD HEAVY-DUTY UNITS ARE MARKED WITH A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. SIDE PORTAL ACCEPTS CULTEC HVLV FC -24 FEED CONNECTOR. CULTEC R-150XLHD INFILTRATION SYSTEM DETAILS SCALE: NONE iU-) CULTEC NO. 41OTm NON -WOVEN GEOTEXTILE CULTEC NO. 410T" NON -WOVEN GEOTEXTILE MAY BE USED WITH CULTEC CONTACTOR® AND RECHARGER® STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTS SOIL INTRUSION INTO THE STONE. CULTEC NO. 4800T" WOVEN GEOTEXTILE 4" WOOD CHIP/ CULTEC NO. 4800 WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT SCOURING CAUSED BY WATER MOVEMENT s fl 602 GEOTEXTILE WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE. IT MAY ALSO BE USED AS A c T / COMPONENT OF THE CULTEC SEPARATOR ROW TO ACT AS A BARRIER TO PREVENT SOIL/CONTAMINANT INTRUSION INTO THE STONE 1 WHILE ALLOWING FOR MAINTENANCE. 00 2"X4" PINE NOTE: THIS PROTECTION SHALL BE USED WHERE EQUIPMENT IS OPERATING WITHIN THE DRIP LINE OF THE TREE AND PLASTIC CONSTRUCTION FENCING IS INADEQUATE TO PROTECT THE TREE TRUNK AND SHALL BE USED ON A MINIMUM OF 6" CALIPER TREE. BANDED TREE PROTECTION SCALE: NONE CULTEC RECHARGER® 150XLHD SPECIFICATIONS GENERAL CULTEC RECHARGER® 150XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF. CHAMBER PARAMETERS 1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR 3. THE CHAMBER SHALL BE ARCHED IN SHAPE. 4. THE CHAMBER SHALL BE OPEN -BOTTOMED. 5. THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS. 6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 150XLHD SHALL BE 18.5 INCHES (470 mm) TALL, 33 INCHES (838 mm) WIDE AND 11 FEET (3.35 m) LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER 150XLHD SHALL BE 10.25 FEET (3.12 m). 7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 12 INCHES (300 mm) HDPE. 8. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC -24 FEED CONNECTORS TO CREATE AN INTERNAL MANIFOLD. THE NOMINAL INSIDE DIMENSIONS OF EACH SIDE PORTAL SHALL BE 8.5 INCHES (216 mm) HIGH BY 12 INCHES (304 mm) WIDE. MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS 10.25 INCHES (260 mm). 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV® FC -24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (615 mm) LONG. 10. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 150XLHD CHAMBER SHALL BE 2.650 FT3 / FT (0.246 m3 / m) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 150XLHD SHALL BE 27.16 FT3 / UNIT (0.77 m3 / UNIT) - WITHOUT STONE. 11. THE NOMINAL STORAGE VOLUME OF THE HVLV FC -24 FEED CONNECTOR SHALL BE 0.913 FT3 / FT (0.085 m' / m) - WITHOUT STONE. 12. THE RECHARGER 150XLHD CHAMBER SHALL HAVE THIRTY DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL CONVEYANCE OF WATER. 13. THE RECHARGER 150XLHD CHAMBER SHALL HAVE 20 CORRUGATIONS. 14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT. 15. THE RECHARGER 150XLRHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE ENDWALLS. 16. THE RECHARGER 150XLSHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 10 INCHES (254 mm) HIGH X 20.5 INCHES (521 mm) WIDE. 17. THE RECHARGER 150XLIHD INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY OPEN ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 10 INCHES (254 mm) HIGH X 20.5 INCHES (521 mm) WIDE. 18. THE RECHARGER 150XLEHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END PLATES OR END WALLS. 19. THE HVLV® FC -24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE RECHARGER 150XLHD AND ACT AS CROSS FEED CONNECTIONS. 20. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. 21. HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. 22. THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT. 23. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 24. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY. 25. THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. 26. MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET (3.65 m). CULTEC PRODUCT SPECIFICATIONS SCALE: NONE GEOTEXTILE PARAMETERS 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. 3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 550 X 550 LBS (2,448 X 2,448 N) PER ASTM D4632 TESTING METHOD. 4. THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 20 X 20% PER ASTM D4632 TESTING METHOD. 5. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 5,070 X 5,070 LBS/FT (74 X 74 KN/M) PER ASTM D4595 TESTING METHOD. 6. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 2% STRAIN OF 960 X 1,096 LBS/FT (14 X 16 KN/M) PER ASTM D4595 TESTING METHOD. 7. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 5% STRAIN OF 2,740 X 2, 740 LBS/FT (40 X 40 KN/M) PER ASTM D4595 TESTING METHOD. 8. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 10% STRAIN OF 4,800 X 4,800 LBS/FT (70 X 70 KN/M) PER ASTM D4595 TESTING METHOD. 9. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,700 LBS (7,560 N) PER ASTM D6241 TESTING METHOD. 10. THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 180 X 180 LBS (801 X 801 N) PER ASTM D4533 TESTING METHOD. 11. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D4751 TESTING METHOD. 12. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15 SEC -1 PER ASTM D4491 TESTING METHOD. 13. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5 GPM/FT2 (470 LPM/M2) PER ASTM D4491 TESTING METHOD. 14. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 80% @ 500 HRS. PER ASTM D4355 TESTING METHOD. FOR USE WITH EXISTING CATCH BASINS) EXISTING PAVEMENT FILTER BASKETS SHALL BE "SILT SACK", BY ACF ENVIROMENTAL (800-644-9223); "DANDY SACK", BY DANDY PRODUCTS (800-591-2284); "DRAIN PAC" (800-272-2832) OR APPROVED EQUIVALENT NOTE: FILTER BASKETS TO BE PLACED IN ALL CATCH BASINS IN THE VICINITY OF NEW CONSTRUCTION. CATCH BASINS ARE TO BE PROTECTED AS SHOWN, WITH MINIMUM WEEKLY MAINTENANCE, OR AS REQUIRED AND REPLACED IF NECESSARY. SEDIMENT FILTER INLET PROTECTION SCALE: NONE GEOTEXTILE PARAMETERS 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 1/2" WIDE STAINLESS STEEL BAND 2• THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. IN 3. THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M). EXISTING TREE 6" CAL. MIN. 4. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PER ASTM D4632 TESTING METHOD. APRIL 12, 2019 5. THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTM D4632 TESTING METHOD. DATE 6. THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PER ASTM D3786 TESTING METHOD. s 7. THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PER ASTM D4833 TESTING 8/26/19 PER CONSERVATION COMM. METHOD. 8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PER ASTM D6241 TESTING METHOD. cV 9. THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PER ASTM D4533 TESTING METHOD. 10. THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTM D4751 TESTING METHOD. 11. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC -1 PER ASTM D4491 TESTING METHOD. 12. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF (5500 L/MIN/SM) PER ASTM D4491 TESTING J-04 CODE REALTY, INC. METHOD. HYANNIS, MA 02601 13. THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PER ASTM D4355 TESTING METHOD. West Yarmouth, Massachusetts 02673 508 778 8919 CULTEC NO. 4800T" WOVEN GEOTEXTILE 4" WOOD CHIP/ CULTEC NO. 4800 WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT SCOURING CAUSED BY WATER MOVEMENT s fl 602 GEOTEXTILE WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE. IT MAY ALSO BE USED AS A c T / COMPONENT OF THE CULTEC SEPARATOR ROW TO ACT AS A BARRIER TO PREVENT SOIL/CONTAMINANT INTRUSION INTO THE STONE 1 WHILE ALLOWING FOR MAINTENANCE. 00 2"X4" PINE NOTE: THIS PROTECTION SHALL BE USED WHERE EQUIPMENT IS OPERATING WITHIN THE DRIP LINE OF THE TREE AND PLASTIC CONSTRUCTION FENCING IS INADEQUATE TO PROTECT THE TREE TRUNK AND SHALL BE USED ON A MINIMUM OF 6" CALIPER TREE. BANDED TREE PROTECTION SCALE: NONE CULTEC RECHARGER® 150XLHD SPECIFICATIONS GENERAL CULTEC RECHARGER® 150XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF. CHAMBER PARAMETERS 1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR 3. THE CHAMBER SHALL BE ARCHED IN SHAPE. 4. THE CHAMBER SHALL BE OPEN -BOTTOMED. 5. THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS. 6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 150XLHD SHALL BE 18.5 INCHES (470 mm) TALL, 33 INCHES (838 mm) WIDE AND 11 FEET (3.35 m) LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER 150XLHD SHALL BE 10.25 FEET (3.12 m). 7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 12 INCHES (300 mm) HDPE. 8. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC -24 FEED CONNECTORS TO CREATE AN INTERNAL MANIFOLD. THE NOMINAL INSIDE DIMENSIONS OF EACH SIDE PORTAL SHALL BE 8.5 INCHES (216 mm) HIGH BY 12 INCHES (304 mm) WIDE. MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS 10.25 INCHES (260 mm). 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV® FC -24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (615 mm) LONG. 10. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 150XLHD CHAMBER SHALL BE 2.650 FT3 / FT (0.246 m3 / m) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 150XLHD SHALL BE 27.16 FT3 / UNIT (0.77 m3 / UNIT) - WITHOUT STONE. 11. THE NOMINAL STORAGE VOLUME OF THE HVLV FC -24 FEED CONNECTOR SHALL BE 0.913 FT3 / FT (0.085 m' / m) - WITHOUT STONE. 12. THE RECHARGER 150XLHD CHAMBER SHALL HAVE THIRTY DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL CONVEYANCE OF WATER. 13. THE RECHARGER 150XLHD CHAMBER SHALL HAVE 20 CORRUGATIONS. 14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT. 15. THE RECHARGER 150XLRHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE ENDWALLS. 16. THE RECHARGER 150XLSHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 10 INCHES (254 mm) HIGH X 20.5 INCHES (521 mm) WIDE. 17. THE RECHARGER 150XLIHD INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY OPEN ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 10 INCHES (254 mm) HIGH X 20.5 INCHES (521 mm) WIDE. 18. THE RECHARGER 150XLEHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END PLATES OR END WALLS. 19. THE HVLV® FC -24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE RECHARGER 150XLHD AND ACT AS CROSS FEED CONNECTIONS. 20. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. 21. HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. 22. THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT. 23. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 24. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY. 25. THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. 26. MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET (3.65 m). CULTEC PRODUCT SPECIFICATIONS SCALE: NONE GEOTEXTILE PARAMETERS 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. 3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 550 X 550 LBS (2,448 X 2,448 N) PER ASTM D4632 TESTING METHOD. 4. THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 20 X 20% PER ASTM D4632 TESTING METHOD. 5. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 5,070 X 5,070 LBS/FT (74 X 74 KN/M) PER ASTM D4595 TESTING METHOD. 6. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 2% STRAIN OF 960 X 1,096 LBS/FT (14 X 16 KN/M) PER ASTM D4595 TESTING METHOD. 7. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 5% STRAIN OF 2,740 X 2, 740 LBS/FT (40 X 40 KN/M) PER ASTM D4595 TESTING METHOD. 8. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 10% STRAIN OF 4,800 X 4,800 LBS/FT (70 X 70 KN/M) PER ASTM D4595 TESTING METHOD. 9. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,700 LBS (7,560 N) PER ASTM D6241 TESTING METHOD. 10. THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 180 X 180 LBS (801 X 801 N) PER ASTM D4533 TESTING METHOD. 11. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D4751 TESTING METHOD. 12. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15 SEC -1 PER ASTM D4491 TESTING METHOD. 13. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5 GPM/FT2 (470 LPM/M2) PER ASTM D4491 TESTING METHOD. 14. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 80% @ 500 HRS. PER ASTM D4355 TESTING METHOD. FOR USE WITH EXISTING CATCH BASINS) EXISTING PAVEMENT FILTER BASKETS SHALL BE "SILT SACK", BY ACF ENVIROMENTAL (800-644-9223); "DANDY SACK", BY DANDY PRODUCTS (800-591-2284); "DRAIN PAC" (800-272-2832) OR APPROVED EQUIVALENT NOTE: FILTER BASKETS TO BE PLACED IN ALL CATCH BASINS IN THE VICINITY OF NEW CONSTRUCTION. CATCH BASINS ARE TO BE PROTECTED AS SHOWN, WITH MINIMUM WEEKLY MAINTENANCE, OR AS REQUIRED AND REPLACED IF NECESSARY. SEDIMENT FILTER INLET PROTECTION SCALE: NONE �H OF A^ 4y cI g4 BRIAN G. GQ YERGATIAN CIVIL N -0 9 No.46206 Q 90,c FG/STf �SS�ONAL EAG` BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER COMMERCIAL REDEVELOPMENT 449 48 & 68 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) NOTICE OF INTENT PLAN DETAIL SHEET II APRIL 12, 2019 REVISIONS: NO. DATE DESC. 1 06/12/19 PER SITE PLAN REVIEW 2 8/26/19 PER CONSERVATION COMM. PREPARED FOR: CODE REALTY, INC. 540 MAIN STREET HYANNIS, MA 02601 BSC ROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2019 The BSC Group, Inc. SCALE: AS NOTED FILE: P:YAR\4917804\Civil\-Drawings\4917804-DET.dwg DWG.: SHEET 4 OF 5 JOB. N0:4-9178.04 FLOW SOLID COVER OR GRATE INLET PLAN VIEW B -B CONTRACTOR TO GROUT TO FINISHED GRADE INLET PIPE (0### MAX) WQU-1 & WQU-2 - CONTRACTOR TO PROVIDE SECTION A -A (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) VORTSENTRY HS DESIGN NOTES #### RATED TREATMENT CAPACITY IS SHOWN IN THE TABLE BELOW, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY VARIES. CONTACT YOUR CONTECH REPRESENTATIVE FOR ADITIONAL INFORMATION. THE STANDARD SOLID COVER CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. CONFIGURATION OPTION DESCRIPTION GRATE INLET (NO INLET PIPE) GRATE INLET WITH INLET PIPE VORTSENTRY HS GENERAL INFORMATION 4 STRUCTUREID WATER QUALITY FLOW RATE (CFS) Typical Total RETURN PERIOD OF PEAK FLOW (YRS) CONC. PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 OUTLET PIPE 11'-0" RIM ELEVATION 14'-0" Typical Typical Depth Approximate a d Manhole Total Distance Rim Distance Rim Below Invert Minimum Maximum Pipe Model Diameter (ID) Treatment to Outside to Invert (inside) Distance Rim Diameter (ID) Flow Rate Bottom O 0O0 PREPARED FOR: a 540 MAIN STREET HYANNIS, MA 02601 B C to Invert _GRASS 508 778 8919 .L SCALE: AS NOTED A DWG.: BUILDING, ETC._ .L L FT mm CFS L/S FT m FT m FT mm FT m IN mm HS36 3 900 0.55 15.6 10.16 3.10 4.08 1.24 5.58 1702 3.00 0.91 18 450 HS48 4 1200 1.20 34.0 13.25 4.04 6.00 1.83 6.75 2057 4.00 1.22 24 600 HS60 5 1500 2.20 62.3 15.13 4.61 6.50 1.98 7.96 2426 4.82 1.47 30 750 HS72 6 1800 3.70 104.8 16.56 5.05 6.75 2.06 9.15 2788 5.59 1.70 36 900 HS84 7 2100 5.60 1 158.6 18.85 5.75 7.75 2.36 10.35 3156 5.00 1.52 42 1050 HS96 8 2400 8.10 1 229.4 20.87 6.36 8.50 2.59 11.54 3518 6.91 2.11 48 1200 SITE SPECIFIC DATA REQUIREMENTS 4 STRUCTUREID WATER QUALITY FLOW RATE (CFS) PEAK FLOW RATE (CFS) RETURN PERIOD OF PEAK FLOW (YRS) CONC. PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 OUTLET PIPE 11'-0" RIM ELEVATION 14'-0" ANTI -FLOTATION BALLAST WIDTH HEIGHT a d NOTES/SPECIAL REQUIREMENTS: * PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 4. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech-cpi.com 3. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. STRUCTURE SHALL MEET AASHTO H2O LOAD RATING. CASTINGS SHALL MEET AASHTO M306, CAST WITH THE CONTECH STORMWATER SOLUTIONS LOGO. INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. NYLOPLAST DRAIN BASIN WITH SOLID COVER MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) .WWRM3 1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PERASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 8" & 10" SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12JHANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36") 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. 6 - 12" - 30" SOLID COVERS SHALL MEET H-20 LOAD RATING. 7 - 8" & 1T SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY, NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING IEdlldllogliT11l11:[e illol:lU01:I C=:: NTECH' ENGINEERED SOLUTIONS LLC www.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX VortSentry° TH11111111TIA-EIRIT11TE11 1 -0 -1 -1 - 8" MIN THICKNESS GUIDELINE P7 t (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR (5) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ANGLES DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, VARIABLE 0' - 360' TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDINGTO SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. PLANS (3) VARIABLE SUMP DEPTH 4" MIN ON 8" - 24" ACCORDING TO PLANS 6" MIN ON 30" & 36" (6" MIN. 01\18"-24", 10" MIN. ON 30" & 12" MIN. ON 36" BASED ON MANUFACTURING REQ.) i THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 811-3611 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. BACK OF SIDEWALK 'SIDEWALK. 8' (SINGLE) OR 16' (DOUBLE) BOLLARD q BOLLARD A 6" LAYER OF ' 6'-0" MAX. 1 g" 1-1/2"-2- CRUSHED (TYP.) STONE FENCE (TYP.) o ° d \-BOLLARD (TYP.) d d ° 2'-0" (TYP.) d d °° d d d ° d a d � C) d d z ° O I dd a ° ° d d Z ° lV ° N d d ° ° d ° d EXPANSION JOINT ° r d Q Od d rTl ° d °d d I ° ° d d d ° ° d° d d a d d ° I GATE CONC APRON A PLAN NOTE: SINGLE= 8' WIDE PAD FACE OF CURB TO FACE OF CURB DOUBLE= 16' WIDE PAD FACE OF CURB TO FACE OF CURB SEE LAYOUT AND MATERIALS PLAN LIMITS OF CONCRETE RAMP "LEVEL LANDING" 1.5% (MAX.) DETECTABLE WARNING PANEL ROADWAY DOWN GRADE LUW SIDE TRANSITION PLAN DUMPSTER PAD SCALE: NONE SIDEWALK�_ 9" DC -\/C -AI Pl IDD 2.35" 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) LO 4-0" MIN. ci #10 6"x6" WWM URB LINE '0 O 1� h7. Six) d X ° 1 /4" LIP (MAX) PLAN X ROADWAY o. CV CONCRETE TOP, COMPACTED GRAVEL SEE CONCRETE BORROW BASE, SEE WALKWAY DETAIL CONCRETE WALKWAY 0.9" DETAIL ELEVATION SECTION A -A DETECTABLE WARNING STRIP ACCESSIBLE CURB RAMP TYPE 'A' - PARALLEL PERPENDICULAR SCALE: NONE GUTTER SLOPE MEASURED ALONG FACE OF THIS CURB TRANSITION LENGTH DETECTABLE WARNING (SEE TABLE) PANEL I "LEVEL LANDING" 1.5% (MAX.) a SLOPE FOR DRAINAGE SIDEWALK VARIES CONCRETE TOP, SEE CONCRETE �AI II CL RAMP OPENING N X3.3' MIN. OPENING t (1/4" MAX LIP) GRANITE CURB 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) INC. CURB RAMP 7.5(MAX)d1/4" LIP (MAX) X /;�x LEVEL LANDING - WALKWAY DETAIL COMPACTED GRAVEL BORROW BASE, SEE CONCRETE WALKWAY DETAIL 0 6"x6" WWM SECTION A -A ACCESSIBLE CURB RAMP TYPE 'B' - SINGLE DIRECTION WITH LEVEL ENTRANCE SCALE: NONE z 2.35" LO \-L-1 \-L-1 CA O PLAN r f� o , '0 I ELEVATION DETECTABLE WARNING STRIP SECTION A -A CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS 4 HIGH SIDE TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 6'-6" >0 - 1 CONC. >1 - 2 0 0 0A >2 - 3 11'-0" RAMP d 14'-0" 0 000d 15'-0" (MAX) L a d O 1 U-) o PER SITE PLAN REVIEW a 00SLO0ooSIDEWALKS PER CONSERVATION COMM. 7.5% MTX-' o a 4 O 0O0 PREPARED FOR: a 540 MAIN STREET HYANNIS, MA 02601 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.L 349 Main Street - Route 28 West Yarmouth, Massachusetts _GRASS 508 778 8919 .L SCALE: AS NOTED OR DWG.: BUILDING, ETC._ .L L .L .L PLAN L SIDEWALK VARIES CONCRETE TOP, SEE CONCRETE �AI II CL RAMP OPENING N X3.3' MIN. OPENING t (1/4" MAX LIP) GRANITE CURB 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) INC. CURB RAMP 7.5(MAX)d1/4" LIP (MAX) X /;�x LEVEL LANDING - WALKWAY DETAIL COMPACTED GRAVEL BORROW BASE, SEE CONCRETE WALKWAY DETAIL 0 6"x6" WWM SECTION A -A ACCESSIBLE CURB RAMP TYPE 'B' - SINGLE DIRECTION WITH LEVEL ENTRANCE SCALE: NONE z 2.35" LO \-L-1 \-L-1 CA O PLAN r f� o , '0 I ELEVATION DETECTABLE WARNING STRIP SECTION A -A CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE M HIGH SIDE TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6" >0 - 1 7'-8" >1 - 2 9'-0" >2 - 3 11'-0" >3 - 4 14'-0" >4 15'-0" (MAX) NOTES: 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = f 0.50% 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE M TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6" >0 - 1 7'-8" >1 - 2 9'-0" >2 - 3 11'-0" >3 - 4 14'-0" >4 15'-0" (MAX) NOTES: 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = t 0.50% 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. ,jH OF M4 0 c s9tii5- BRIAN G. o YERGATIAN Q CIVIL Cn -o ,p No. 46206 0 FG FSS/0NAL ENG\ ��,Wgv�0 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER COMMERCIAL REDEVELOPMENT 449 48 & 68 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) NOTICE OF INTENT PLAN DETAIL SHEET III APRIL 12, 2019 REVISIONS: NO. DATE DESC. 1 06/12/19 PER SITE PLAN REVIEW 2 8/26/19 PER CONSERVATION COMM. PREPARED FOR: CODE REALTY, INC. 540 MAIN STREET HYANNIS, MA 02601 BSC ROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2019 The BSC Group, Inc. SCALE: AS NOTED FILE: P:YAR\4917804\Civil\-Drawings\4917804-DET.dwg DWG.: SHEET 5 OF 5 JOB. NO: 4-9178.04