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186 Mid-Tech Drive Parking Lot Extension
GENERAL NOTES: 1. THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT 186 & 212 MID -TECH DRIVE LACUS AREA IS COMPRISED OF. 2. PER CURRENT ASSESSOR'S RECORDS: OWNER: THE CAPE COD FIVE CENTS SAVINGS BANK CERTIFICATE OF TITLE 208012 RECORD PIAN: LAND COURT PLAN 37737-D SHEET 1 Lotj37, 38, 39 ASSESSOR'S MAP 84 PARCEL 12 3. PROJECT BENCHMARK: AS SHOWN ON THIS PLAN, ASSUMED DATUM - 4. ZONING INFORMATION.- ZONING NFORMATION:ZONING DISTRICT : 83 CURRENT MINIMUM ZONING REQUIREMENTS: MIN. LOT AREA = 40,000 SF MIN. LOT FRONTAGE = 100' FRONT YARD = 30' SIDE & REAR YARD = 10' / 30' OVERLAY DISTRICTS: REVITALIZATION OVERLAY ARCHITECTURAL DISTRICT - R.OAD. REGISTERED MARIJUANA DISPENSARY OVERLAY DISTRICT - RMDOD 5. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING & SURVEYING. 6. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON MARCH 24, 2016. 7. COMMUNITY PANEL NUMBER: 2500015 0566 J, EFFECTIVE DATE JULY 16, 2014 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X (UN -SHADED) 8• ENVIRONMENTAL INFORMATION: PER MOSS GIS OLIVER AS OF 03/25/16: SITE DOES NOT APPEAR TO BE WITHIN AN AC.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE DOES NOT APPEAR WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS MAPPED ON MASS GIS OLIVER PER NHESP 'ESTIMATED HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER PER NHESP 'CERTIFIED VERNAL POOLS.' SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS OLNER PER NHESP 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). SITE APPEARS TO BE WITHIN A STATE APPROVED ZONE If GROUNDWATER RECHARGE PROTECTION AREA 9, UTILITY INFORMATION (SHOWN HEREIN: • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1 -888 -DIG -SAFE) AND UTILITY COMPANIES TO LOCATE THE LOCATION OF ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. EXIST NG UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE W kY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED 04 THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBL7 FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILUR TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN 1 FORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. 0 SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF OSE UNDERGROUND UDUTIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERG ND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. EXISTING SEPTIC INFORMATION OBTAINED FROM FIELD LOCATED CLEANOUT & ACCESS COVER, AND FROM IYSPECTION TIE -CARD, DATED 10/14/15, ON FILE AT THE HEALTH DEPARTMENT. TOWN WATER SERV( SHOWN ON THIS PLAN FROM FIELD LOCATED METER PIT & WATER DEPARTMENT SERV NO. 13704-42 TIE CARD • GAS SERVICE SHOWN IN PLAN PER FIELD LOCATED METER & NATIONAL GRID MAP SM2839• • ELECTRIC LINE SHOO ON THIS PLAN WAS FIELD LOCATED INDICATING OVERHEAD SERVICE FROM UTILITY POLE 1086/li ON 03/24/16. Plan Sheet Index No. Drawing Title C1.0 Existing Conditions Plan C2.0 Layout and Dimension Plan C3.0 Grading and Drainage Plan C4.0 Legend and General Notes C5.0 Details Plan C5.1 Cultec Recharger 330 XL HD Details �� www.boxter-nye.com Locus Map Scale: 1 " = 2000' STAMP 4 OF HEW MATTHEW W. ECDDY No. 43183 � � t DRAINAGE EASEMENT DRAINAGE EASEMENT ; 1_ -- -1 --- -- - - UP/RISER X1086/14 UP X1086/15 UP/TITAN X1086/16 • W OHW OHW-- OHW OHW OHW-- OHW- OHW - OHW-- OHV, OHW-$- OHW-- OHW - OHW--- OHW-- OHW-- OH - 80AL- - OHW- OHW-- OHW-- OHVV OH1A = 0HVV OHW- - OHV= OH - OHW- \ E.O.P. C.C.BERM l o LC.PLAN 3 I I 7737D I i®wTECH DRIVE I \ BENCHMARK � o WATER GATE ' 1 t ` h RIM. EL=100.92 r _ 1OO,d,. _ fl^ 7 E.O.P. C.C.BERM 100.3 00. �+ -� `�` Com-- y•L �f. = at= >"_'t" y� W W APPROXIMA 12�lAIER t4AIN �= Y r 09014'33" W � �` ` `\ \ 10' 149DE ELECTbt/C EASEMENT (L.C.DOC; 357214) 8m V' k' ��.• �R40 OR71 �. •- .., *LAWN �DRAINAGE EASEMENT_, X140.9 / �' _ .>i5 0' LANDSCAPE BUFFER 1 -\~AREA ~w \ T - .I M1 i�1.�r E.O.P. ` rft t l 7 1€ i2..f, 10 105. J j it \\ t 104 .._I >r, BEN HMARK ` CAT H BAST i \ ,p E.O.P. - 01- O j (7 } \ ,COQ G01" Ls PLANTED AREA 0:�j :.7 102 1 .9 \� oQ` 0/ 102 ff rn J " PVC - T--_'` I RIM. EL=101.06 f'~ ` ", '\ THRESHOLD EL=102.40 t r tC3 .....«�E t�3,2 ✓r. _ ,' � ��--CCITCH BASIN �-CATCH BASIN /y a,' � \, C 1G1.2 lr r �'J `rr \;, t `l re\\ I IM=101.06 Y 2 I, C �Cf RIM=101.04 �:% $ it\ \r t•. X101,4°" \ `,. ATCH BASIN i fl t R\ C O rd 101 RIM=101.06 MH RItv1,902.32 t EXISTING 00 Vt AREXV r \ v` - -- >xl fl 3 I 11 1 I \ BULDING #212 _ _ _oFf -� N/F 164 MID -TECH CONDOMINIUM N d - 02 DEBRIS `s9g,0 L.C. DOC.#438642 s Q PARCEL 84/13 102Ux ^'WODED AREA 2 �\ .. z p �` / �X1 Cit.p X101,1 N ` / I QQT DI 4 II \ C I 1 O M I , \ I ATCH BA IN C y ```- RIM=101.11 PARCEL 84-12 I 1 1 c C0 M n \. x101.6 � E0,024± S.F.-��=-�--I ,, C I l M I 1.381 Acres L- xl x100.h�_, :�_ � ' �1.. � *. v v � � v ti r � v r v y �• I ED X10; \ I A I .1 m I 12 / / C ` ITCH BASIN• 1 <n 4I ARCH BASiN ) ITIM=100.83 >L RIM=100.69 D' \ \ 11 I -- >' j coNDUI _ 1 - - x7,, LANDSCAPE BUFFIE " X1 - OF CONCRETE x 100 DEBRIS STRUCTURE / `+`. ,.-•" ..,t4 , � '�.--,..._ > � `. � �-._ 417.60 \ - - - - -� S t?914'33' E / N TOWN C(- YARMOUTH WATER DEPARTMENT FI DEED BOOK 4620 PAGE 309 X1 om( `� PARCEL 84/15 r X!03„l X9& 7 X' ~ = X'0, 4 x.33,2'`• x`: �.3 BAXTER NYE I � Q ENGINEERING & SURVEYING r \ E ' Registered Professional Engineers t' and Land Surveyors " 78 North Street - 3rd Floor c~1 Hyannis, Massachusetts 02601 00 Phone - (508) 771-7502 o6 Y Fax - (508) 771-7622 �� www.boxter-nye.com Locus Map Scale: 1 " = 2000' STAMP 4 OF HEW MATTHEW W. ECDDY No. 43183 � � t DRAINAGE EASEMENT DRAINAGE EASEMENT ; 1_ -- -1 --- -- - - UP/RISER X1086/14 UP X1086/15 UP/TITAN X1086/16 • W OHW OHW-- OHW OHW OHW-- OHW- OHW - OHW-- OHV, OHW-$- OHW-- OHW - OHW--- OHW-- OHW-- OH - 80AL- - OHW- OHW-- OHW-- OHVV OH1A = 0HVV OHW- - OHV= OH - OHW- \ E.O.P. C.C.BERM l o LC.PLAN 3 I I 7737D I i®wTECH DRIVE I \ BENCHMARK � o WATER GATE ' 1 t ` h RIM. EL=100.92 r _ 1OO,d,. _ fl^ 7 E.O.P. C.C.BERM 100.3 00. �+ -� `�` Com-- y•L �f. = at= >"_'t" y� W W APPROXIMA 12�lAIER t4AIN �= Y r 09014'33" W � �` ` `\ \ 10' 149DE ELECTbt/C EASEMENT (L.C.DOC; 357214) 8m V' k' ��.• �R40 OR71 �. •- .., *LAWN �DRAINAGE EASEMENT_, X140.9 / �' _ .>i5 0' LANDSCAPE BUFFER 1 -\~AREA ~w \ T - .I M1 i�1.�r E.O.P. ` rft t l 7 1€ i2..f, 10 105. J j it \\ t 104 .._I >r, BEN HMARK ` CAT H BAST i \ ,p E.O.P. - 01- O j (7 } \ ,COQ G01" Ls PLANTED AREA 0:�j :.7 102 1 .9 \� oQ` 0/ 102 ff rn J " PVC - T--_'` I RIM. EL=101.06 f'~ ` ", '\ THRESHOLD EL=102.40 t r tC3 .....«�E t�3,2 ✓r. _ ,' � ��--CCITCH BASIN �-CATCH BASIN /y a,' � \, C 1G1.2 lr r �'J `rr \;, t `l re\\ I IM=101.06 Y 2 I, C �Cf RIM=101.04 �:% $ it\ \r t•. X101,4°" \ `,. ATCH BASIN i fl t R\ C O rd 101 RIM=101.06 MH RItv1,902.32 t EXISTING 00 Vt AREXV r \ v` - -- >xl fl 3 I 11 1 I \ BULDING #212 _ _ _oFf -� N/F 164 MID -TECH CONDOMINIUM N d - 02 DEBRIS `s9g,0 L.C. DOC.#438642 s Q PARCEL 84/13 102Ux ^'WODED AREA 2 �\ .. z p �` / �X1 Cit.p X101,1 N ` / I QQT DI 4 II \ C I 1 O M I , \ I ATCH BA IN C y ```- RIM=101.11 PARCEL 84-12 I 1 1 c C0 M n \. x101.6 � E0,024± S.F.-��=-�--I ,, C I l M I 1.381 Acres L- xl x100.h�_, :�_ � ' �1.. � *. v v � � v ti r � v r v y �• I ED X10; \ I A I .1 m I 12 / / C ` ITCH BASIN• 1 <n 4I ARCH BASiN ) ITIM=100.83 >L RIM=100.69 D' \ \ 11 I -- >' j coNDUI _ 1 - - x7,, LANDSCAPE BUFFIE " X1 - OF CONCRETE x 100 DEBRIS STRUCTURE / `+`. ,.-•" ..,t4 , � '�.--,..._ > � `. � �-._ 417.60 \ - - - - -� S t?914'33' E / N TOWN C(- YARMOUTH WATER DEPARTMENT FI DEED BOOK 4620 PAGE 309 X1 om( `� PARCEL 84/15 r X!03„l X9& 7 X' ~ = X'0, 4 x.33,2'`• x`: �.3 PERMIT REVIEW ONLY - NOT FOR CONSTRUCTION CORISULT CONSULTANT STA SHANE M1. mALLON No. 48637 PREPARED FOR: Cape Cod 5 Cents Savings Bank P. O. Box 10 Orleans, MA 02653 � Q O_ U U r \ /1✓ /I1 `U ~ W _j 0- LU C Q F� c~1 CA CV 00 o6 Y E O �a CflL_ CL T_ i - N/F FRANK W. RODERICK CO -TRS C/O R. A. NOMINEE TRUST 0 -PARCEL L.C. DOC.$1024007 84/11 v Z � ,p € I4'f I 103,1 PERMIT REVIEW ONLY - NOT FOR CONSTRUCTION CORISULT CONSULTANT STA SHANE M1. mALLON No. 48637 PREPARED FOR: Cape Cod 5 Cents Savings Bank P. O. Box 10 Orleans, MA 02653 SHEET TITLE existing Conditions Plan EE DATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE: 1"= 20 DRAWN/DESIGN BY: DF CHECKED BY: MOUE JOB NO: 2016-017 C A D D FILE: 2016-017 EC.dwo � Q O_ U U /1✓ /I1 `U ~ W _j 0- LU C Q c~1 CA CV 00 o6 Y E O �a CflL_ CL T_ i - SHEET TITLE existing Conditions Plan EE DATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE: 1"= 20 DRAWN/DESIGN BY: DF CHECKED BY: MOUE JOB NO: 2016-017 C A D D FILE: 2016-017 EC.dwo ZONING TABLE ZONING DISTRICT(S): 63 OVERLAY DISTRICTS: AQUIFER PROTECTION OVERLAY DISTRICT ALLOWED USE: OFFICE, RETAIL, BUSINESS PROPOSED USE: OFFICE EXIST USE: OFFICE (PER ASSESSORS) EXIST TOTAL BUILDING GROSS FLOOR AREA=10,680± SF (PER ASSESSOR RECORDS) TOTAL PARCEL AREA: 60,024 SF (1.38 AC) E33 ZONING: REQUIRED/ALLOWED EXISTING PROPOSED LOT AREA: 40,000 SF 60,024 SF FRONTAGE: 100 FT 412 SF 2. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING PARKING SETBACKS: (EXPANDED AREA) FRONT BUFFER/SETBACK 20 FT 20.0 FT SIDE AND REAR BUFFER/SETBACK 10 FT 10.0 FT MAX. BUILDING COVERAGE (STRUCTURES): 35% (21,008 SF) 16.0% (27,517 SF) 4 35% MAXIMUM 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY SEE LOCAL MAX. IMPERVIOUS LOT COVERAGE: 70% (WITH ON-SITE RECHARGE) 70% (42,017 SF) 43.7% (26,221 SF) 63.5% (38,111 SF) PARKING LOT LANDSCAPING (2) PARKING LOT TREES: 84 TOTAL SPACES/8 78 North Street — 3rd Floor 11 TREES 1 TREE PER 8 CAR SPACES =10.5 TREES -- 4. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING PARKING TABLE BUSINESS USE - 1 EMPLOYEE/100 SF 1 SP/2 EMPLOYEES 10,680 SF / 100 SF = 107 EMPLOYEES 54 SPACES 54 SPACES 84 SPACES HANDICAP PARKING (TOTAL/VAN) 4/1 SPACES 2/0 SPACES** 4/2 SPACES BAXTER NYE SIGN SUMMARY ENGINEERING & SPECIFICATION TEXT QUANTITY WIDTH Notes 1 ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS TOWN ORDINANCES SURVEYING SIGN SUMMARY M.U.T C.D. SPECIFICATION TEXT QUANTITY WIDTH HEIGHT NUMBER R1-1 18' 18' 2. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING Registered Professional Engineers AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. HC* 12" 18' 4 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY SEE LOCAL FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. REQUIREMENTS (2) 78 North Street — 3rd Floor REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES INFORMATION AND WORDING REQUIREMENTS WITH LOCAL SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE AGENCIES AS NECESSARY. DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING STAMP STAMP ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ,> ' OF CONTROL DEVICES' (MUTCD), LATEST EDITION, ALL ASPHALT SHALL BE WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED. THE�ySH M�SGcw APPLICABLE CODES, AND LOCAL REQUIREMENTS. LOCAL JOINT SHALL NOT BE ABRUPT. REQUIREMENTS, WHEN THEY EXIST, SHALL SUPERCEDErW. tiG ' MUTCD. 6. ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTCD STANDARDS. TYPICAL LINE CIVIL * ADD "VAN ACCESSIBLE' WHERE ASTERISKED WIDTH FOR LANE AND PARKING STALL STRIPING SHALL BE 4 INCHES UNLESS OTHERWISE NOTED. EDDY PARKING STALL COLOR SHALL BE WHITE, TYPICAL, UNLESS OTHERWISE NOTED. No. 43183 7. SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN ORDINANCES. 9o�F 'QISTEa�o��` w SS/ A ENG CONSULTANT CONSULTANT PREPARED FOR: I Cape Cod 5 Cents Savings Bank Box 10 Orleans, MA 02653 DRA.NAGE EASEMENT DRAINAGE EASEMENT , I - ' _....._............................................_...._._._.... __�.�._........................ ... ._..1.._....._.._._._._..............._.........._.___..._...._................._._.._. EO.P. C.C.BERMI LC,PLAN 37737D �'®��� ■ Y DRIVE �1 E.O.P. C.C.BERM '2 ' r rw r v v v vv v -r v'v v' r v��rvvv w •r vv v y .. vvv rrvvv v ti_ N 09'14'33" W \ �® j. -' r'r^ s: ^.<`A i .f+ �.l:i%!1�r % _J'•-!.' i�'c"•;J « ,+« F", �, ,-.• ¢qi 0 -1....> .•^. t'�' EASEMENT EXISTING TREES WITHIN PARKING _ - - - .� - - - - _ ... .. ... i . K i1 2 t /:::'::::::::.::':::::::::::::.::::.....:::.::...:.:.: r.....:::.::....:::.::..:.::.::..::.: iii r'` 2C` L.AA<DS:'A"'E B r F :' - _..._.. ... ..._ .._ _......__......................_..._....._..... _... _... _.....,_....._.......,....,... w BUFFERS AT FRONT, SIDE AND REART,...�.. 4 \ ` YARDS TO REMAIN AND SHALL BE -- -- P' G MARKED DURING CONSTRUCTION AS E O P T �0� �p jj PR OSED ASSAFRAS TREE, 3" y E O I AHC `` 9'SO 0 p�P 01 f tli V �J "TREES TO REMAIN' N CAL PER MIN., PER DETAIL #C-501 ` '� I (1 2 ' \ OQ o \ \ \ O v 61, 10.0' r- ' - REMOVE ASPHALT PAVING AND GRAVEL R=4' \ \ I- I - a+ (TYP) AND REPLACE WITH LANDSCAPED 3' CURB OPENING W/ SAWCUT LINE, TYP. ISLAND WITH SASSAFRAS EES, 3' z HC* 4\� \ R50 00/ F J N ASPHALT APRON, TYP �::, ro I CALIPER MIN., PER DETAIL:, 501 - F SEE DETAIL #415) o PROPOSED ASPHALT ��` T -A� �0 O ( (}; PAVEMENT PER DEZAI #418 I fir"LU 4 Y o g O j 25.6' i' N 20.0'-� ° N O ° V 1 4 RESTRIPE EXISTING PARKING o HC ti Oo :: o O = LINES AND HANDICAPPED { (3) P , OPOSEO FLOWERING (a SYMBOLS PER DETAIL # i ? P ... DOGWOOD TR EI S, 3" CALIPER 0.0' o >. NJY 164 MID -TECH CONDOMIN'U£p N O (:. 4 ROPOS D SWE AY m I MIN. PER DETiAIL #C-+501 �� 'I Z L.C. DOC4438642 v O ... I....... - - ..._... I u : m MAG OLIA EES, 3 MIN. 'C UPER, j' - t i.„ \ �/, ( N/F FRANK W RODEMCK CQ IRS Z C' y PARCEL 84/1,3 ` C/O R. A. C, �4 iRIJG'. � O I . TYP. WITHIN EXPAN EDP INC I �� Z/ `� y a, I L.C. €;CC,01O24DG7 3 r ARE PER ETAIL -50 > > F EL - ° o \ I-16.7' ` /If E i�`i� PARCE:. 8./':.1 SNOW STORAGE I:. O 1v j} w N Z AREA, TYP. I z ' a w E OI 26.1' - T ' /R=4, > O +m 8 a I 4 o PROPOSED ASPHALT rt , ij� r... {: • (" o PAVEMENT PER DETAIL #418 O CCB --' 10.0' PROPOSED 'ASSAF AS TREE, 3" m CALIPER MIN.'PER )ETAIL #C-501 1i n {? iI O l --- I. 'v ."J E TITLE OP SHEET E. z ' ............. �'-u. ,..,.�, � r`"l-'�✓"v"`v'"✓"`Y"ti'••rv^v-v-v"v'r.�-v�rv— -vw-ter'-„�`✓...✓`�vti-v 417.65' .. Layout and ........_....,._ .. S 09'14'33” E Dimension Plan N/F �1" TAT: 1 '3A„llgic N- -__D S.,;K 4;20 PAGE_ 3C,g SHEET NO D ATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE: 1"=20' PERMIT REVIEW ONLY - NOT FOR CONSTRUCTION DRAWN /DESIGN B Y : JKL CHECKED B Y : MWE JOB NO: 2016-017 C A D D FILE: 2016-017DM.dw REQUIREMENTS, AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING Registered Professional Engineers AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. and Land Surveyors 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. 78 North Street — 3rd Floor 1 4. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING Hyannis, Massachusetts 02601 SLOPES ON WALKWAYS SHALL BE LESS THAN 5% AND ALL CROSS SLOPES <2%. THESE ARE THE MOST MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & Phone - (508) 771-7502 t COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. Fax — 508 771-7622 5. EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE R IS TO BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO www.baxter—nye. corn z REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES INFORMATION AND WORDING REQUIREMENTS WITH LOCAL SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE AGENCIES AS NECESSARY. DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING STAMP STAMP ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ,> ' OF CONTROL DEVICES' (MUTCD), LATEST EDITION, ALL ASPHALT SHALL BE WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED. THE�ySH M�SGcw APPLICABLE CODES, AND LOCAL REQUIREMENTS. LOCAL JOINT SHALL NOT BE ABRUPT. REQUIREMENTS, WHEN THEY EXIST, SHALL SUPERCEDErW. tiG ' MUTCD. 6. ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTCD STANDARDS. TYPICAL LINE CIVIL * ADD "VAN ACCESSIBLE' WHERE ASTERISKED WIDTH FOR LANE AND PARKING STALL STRIPING SHALL BE 4 INCHES UNLESS OTHERWISE NOTED. EDDY PARKING STALL COLOR SHALL BE WHITE, TYPICAL, UNLESS OTHERWISE NOTED. No. 43183 7. SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN ORDINANCES. 9o�F 'QISTEa�o��` w SS/ A ENG CONSULTANT CONSULTANT PREPARED FOR: I Cape Cod 5 Cents Savings Bank Box 10 Orleans, MA 02653 DRA.NAGE EASEMENT DRAINAGE EASEMENT , I - ' _....._............................................_...._._._.... __�.�._........................ ... ._..1.._....._.._._._._..............._.........._.___..._...._................._._.._. EO.P. C.C.BERMI LC,PLAN 37737D �'®��� ■ Y DRIVE �1 E.O.P. C.C.BERM '2 ' r rw r v v v vv v -r v'v v' r v��rvvv w •r vv v y .. vvv rrvvv v ti_ N 09'14'33" W \ �® j. -' r'r^ s: ^.<`A i .f+ �.l:i%!1�r % _J'•-!.' i�'c"•;J « ,+« F", �, ,-.• ¢qi 0 -1....> .•^. t'�' EASEMENT EXISTING TREES WITHIN PARKING _ - - - .� - - - - _ ... .. ... i . K i1 2 t /:::'::::::::.::':::::::::::::.::::.....:::.::...:.:.: r.....:::.::....:::.::..:.::.::..::.: iii r'` 2C` L.AA<DS:'A"'E B r F :' - _..._.. ... ..._ .._ _......__......................_..._....._..... _... _... _.....,_....._.......,....,... w BUFFERS AT FRONT, SIDE AND REART,...�.. 4 \ ` YARDS TO REMAIN AND SHALL BE -- -- P' G MARKED DURING CONSTRUCTION AS E O P T �0� �p jj PR OSED ASSAFRAS TREE, 3" y E O I AHC `` 9'SO 0 p�P 01 f tli V �J "TREES TO REMAIN' N CAL PER MIN., PER DETAIL #C-501 ` '� I (1 2 ' \ OQ o \ \ \ O v 61, 10.0' r- ' - REMOVE ASPHALT PAVING AND GRAVEL R=4' \ \ I- I - a+ (TYP) AND REPLACE WITH LANDSCAPED 3' CURB OPENING W/ SAWCUT LINE, TYP. ISLAND WITH SASSAFRAS EES, 3' z HC* 4\� \ R50 00/ F J N ASPHALT APRON, TYP �::, ro I CALIPER MIN., PER DETAIL:, 501 - F SEE DETAIL #415) o PROPOSED ASPHALT ��` T -A� �0 O ( (}; PAVEMENT PER DEZAI #418 I fir"LU 4 Y o g O j 25.6' i' N 20.0'-� ° N O ° V 1 4 RESTRIPE EXISTING PARKING o HC ti Oo :: o O = LINES AND HANDICAPPED { (3) P , OPOSEO FLOWERING (a SYMBOLS PER DETAIL # i ? P ... DOGWOOD TR EI S, 3" CALIPER 0.0' o >. NJY 164 MID -TECH CONDOMIN'U£p N O (:. 4 ROPOS D SWE AY m I MIN. PER DETiAIL #C-+501 �� 'I Z L.C. DOC4438642 v O ... I....... - - ..._... I u : m MAG OLIA EES, 3 MIN. 'C UPER, j' - t i.„ \ �/, ( N/F FRANK W RODEMCK CQ IRS Z C' y PARCEL 84/1,3 ` C/O R. A. C, �4 iRIJG'. � O I . TYP. WITHIN EXPAN EDP INC I �� Z/ `� y a, I L.C. €;CC,01O24DG7 3 r ARE PER ETAIL -50 > > F EL - ° o \ I-16.7' ` /If E i�`i� PARCE:. 8./':.1 SNOW STORAGE I:. O 1v j} w N Z AREA, TYP. I z ' a w E OI 26.1' - T ' /R=4, > O +m 8 a I 4 o PROPOSED ASPHALT rt , ij� r... {: • (" o PAVEMENT PER DETAIL #418 O CCB --' 10.0' PROPOSED 'ASSAF AS TREE, 3" m CALIPER MIN.'PER )ETAIL #C-501 1i n {? iI O l --- I. 'v ."J E TITLE OP SHEET E. z ' ............. �'-u. ,..,.�, � r`"l-'�✓"v"`v'"✓"`Y"ti'••rv^v-v-v"v'r.�-v�rv— -vw-ter'-„�`✓...✓`�vti-v 417.65' .. Layout and ........_....,._ .. S 09'14'33” E Dimension Plan N/F �1" TAT: 1 '3A„llgic N- -__D S.,;K 4;20 PAGE_ 3C,g SHEET NO D ATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE: 1"=20' PERMIT REVIEW ONLY - NOT FOR CONSTRUCTION DRAWN /DESIGN B Y : JKL CHECKED B Y : MWE JOB NO: 2016-017 C A D D FILE: 2016-017DM.dw GRADING AND DRAINAGE NOTES: 1. HE PROJECT ELEVATIONS ARE BASED ON ASSUMED DATUM. ON O2 DEBRIS, PERATIONSSHALL BE REMOVEDDFROMU HABLE E SITEAANDIALS FROM THE DISPOS D OF IN CLEARINGLEGAL EANNERmBY THE CONTRACTOR 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT TRANSPORT BEYOND HE LIMIT OF WORK. 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL HE DUST. 5. HE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, BACKFILL AND COMPACTION NECESSARY TO ACHIEVE HE FINISH GRADES SHOWN ON HE PLANS AND FOR INSTALLATION OF PAVING, STORMWATER MANAGEMENT AND ALL UTILITIES (INTERIOR AND EXTERIOR). EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING. OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. HE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY THE CONTRACTOR IN HE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO REMAIN. HE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHAD_ BE ACCOMPLISHED WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED. HE JOINT SHALL NOT BE ABRUPT. 6. ALL PIPE STONE SWALES, CHECK DAMS, AND OTHER DRAINAGE OVERFLOW AND OUTLET AREAS SHALL HAVE RIPRAP EXTENDED FROM HE OUTLET TO HE BOTTOM OF SLOPE WITH A MINIMUM 10 FT X 10 FT RIPRAP LEVEL SPREADER, UNLESS OTHERWISE SPECIFICALLY DETAILED. SALL STONE TONE LINING. SEE IS CONTAINED WITH HE EE TYPICAL DETAILS FOR ADDITIONAL INFORMATION. 7. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 4" LOAM, SEED, UNTIL PERMANENTLY{ ESTABLISHED. S 0 SE CONTRACTOR SHALLKIN EXCESSSIBLE OF 3:1 ANDFORR EAS AREAS THATEGETATION SHOW SIG SASO BEEN EROSION FROM CONCENTRATED FLOWS SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS OR EQUAL(EITT SHALL BEOF LLHE RESPONSIBILITY OFX DOUBLE NET - LHEEX I .98 BY AMERICAN CONTRACTOR TO PROVIDE�OR ANY REQUIRED ECB'S AND PROPERLY STABILIZE ALL AREAS OF HE SITE. B. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED FOR H-20 LOADING. DRAINAGE EASEMENT DRAINAGE EASEMENT BOW CONS RUCTION SEQUENCE EXCAVATION/FILL NOTES: 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET OPERATIONNAINTENANCE PLAN BAXTER NYE 9. CONTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT, SOIL INFILTRATION RATE AND GROUNDWATER ELEVATION PRIOR TO ORDERING OF MATERIALS ). COMMENCEMENT FROM CONSTRUCTION (ASSUMED 8.27 INCHES/HR. INFILTRATION RATE). IF RATE VARIES FROM ASSUMPTION OR GROUNDWATER IS PRESENT, SYSTEM MAY HAVE TO BE REDESIGNED AS DETERMINED BY THE ENGINEER. ANY MATERIALS ORDERED OR CONSTRUCTION COMMENCED PRIOR TO HIS OCCURRING IS AT HE CONTRACTORS OWN RISK. 10. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND HE INFILTRATION SYSTEMS/FACILITIES AND REPLACED WITH SAND BORROW PER MHD M.1.04.0 TYPE B. 11. CPP -HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE SPECIFICATION OR EQUAL CPP PIPE USE SHALL BE ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING 24'. BACK FILLING CPP MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE MUST BE EXERCISED (SEE ADS PRODUCT NOTE 3.115). 12. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS. 13. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE MANNER ACCOMPLISHED TO CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING L PONDING. WHERE NOT OTHERWISE NOTED OR DEFINED ON HE PLAN, ALL CUT AND FILL SHALL BE BLENDED TO DAYLIGHT AT EXISTING GRADE WITH A 3:1 SLOPE. 14. HE CONTRACTOR SHALL NOTIFY HE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS PRIOR TO PERFORMING HE FINISH GRADING WORK. 15. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED FROM SEDIMENT AND SILTATION AT ALL TIMES. JUST PRIOR TO COMPLETION, HE SITE SUBCONTRACTOR SHALL PERFORM A FINAL INSPECTION AND CLEANING OF HE STORM WATER MANAGEMENT SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FROM HE BASINS, FOREBAYS, ETC. AND HESE AREAS SHALL BE SHAPED TO FINAL CONTOURS AND ELEVATION PER HE PLANS. ALL REPAIRS SHALL BE MADE AS NECESSARY TO HE SATISFACTION OF HE ENGINEER PRIOR TO PLACING FINAL TOPSOIL, MULCH, VEGETATION, SEEDING, ETC. 16. TYPICAL CURB REVEAL IS TO BE 6 INCHES (FOR VERTICAL FACE) UNLESS OTHERWISE NOTED F CURB OC AND BOTTOM OF CURB (BOC) ELEVATIONS. WHERE HESE ARE NOTED BY TOP 0 (rOC) REQUIRED REVEALS AND HEN PROPERLY TAPER HE CONTRACTOR SHALL REVIEW TO PROVIDE Q HE CURB AND FINISH GRADE BACK TO THE TYPICAL 6 INCH REVEAL IF TOC OR BOC LABELS ARE NOT SHOWN, ALL SPOT ELEVATIONS ARE BOTTOM OF CURB WHEN ADJACENT TO A CURB FACE. 1. INSTALL SILT FENCING/HAY BALES TO ESTABUSH HE LIMIT OF WORK AS SHOWN ON PLAN. 2• CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT POINTS OF EGRESS FROM THE SITE DURIN CONSTRUCTION. 3. DISCHARGES OM DEWATERING OF EXCAVATIONS SHALL NOT BE DIVERTED DIRECTLY INTO ANY WETL NDS OR EXISTING STORM DRAINS WIHOUT PRETREATMENT NA SETTLING BASINS. 4. CLEAR AND RUB SITE WITHIN HE LIMIT OF WORK. 5. CONSTRUCT WM SEDIMENT FOREBAYS AND INSTALL CATCH BASINS WITH SILT SACKS. 6. ESTABLISH ROUGH SUB GRADES FOR PARKING LOT. 7. PERFORM SI CONSTRUCTION. INSTALL BASE COURSE.PAVING AS SOON AS PRACTICAL. 8. INSPECT AN MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS AND A MINIMUM OF NCE PER WEEK. 9. REMOVE SED MEANT BUILDUP IT EROSION CONTROL DEVICES AS NEEDED. REDISTRIBUTE MATERIAL OVER SITE IN CONFORMANCE WITH EARTHWORK SPECIFICATIONS 10. ONCE ALL RAINAGE STRUCTURES ARE INSTALLED, INSTALL FILTER FABRIC AND STONE OR HAY BALES AROUND ALL NEW STRUCTURES AND MAINTAIN HEM UNTIL PAVEMENT IS 11 PLACE AND VEGETATION IS ESTABLISHED. ALL OUT FALLS SHALL BE STABILIZED WITH STONE PROTECTION AS REQUIRED. I 11. ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED WITH TOP SOIL, SEED AND MULCH OR CURLEX AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES ON SAID SLOPES F R A PERIOD OF 14 DAYS OR GREATER. ALL SLOPES SHALL BE PERMANENTLY TABILIZED AS REQUIRED IMMEDIATELY UPON COMPLETION OF FINAL GRADING. 12. PROVIDE SI T FENCE FOR BIORETENTION/INFILTRATION PROTECTION. INFILTRATION 12. AREAS SHALL BE PROTECTED AT ALL TIMES FROM CONSTRUCTION TRAFFIC AND SEDIMENT DURING CONSTRUCTION. 13. COMPLETE �INISH GRADING AND STABILIZATION OF SITE. PLACE FINAL PAVING COURSE. I SHOULD BE FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT LEAST 1H:1V OR SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHA REQUIREMENTS. CONTRACTOR SHALL OBTAIN TRENCH PERMIT AS REQUIRED. 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL SUBGRADE SHOULD BE PROOF -ROLLED WITH A LOADED 10 -WHEEL TANDEM -AXLE DUMP TRUCK. HE PROOF -ROLLING SHOULD BE PERFORMED AS DIRECTED BY A3. GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED UNTIL HE SUBGRADE IS APPROVED BY A GEOTECHNICAL ENGINEER. BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER. ALL FILLS SHOULD BE CONSTRUCTED IN 8" LOOSE LIFTS AND COMPACTED AS FOLLOWS, UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95% OF ASTM D-1557 (AASHTO T-180) - TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE, 95% OF ASTM D-1557 (AASHTO T-180) - RETAINING WALLS AND FILLS WITHIN ROADWAY BELOW TOP 24 INCHES OF SUBGRADE AND SUBBASE), 92% OF ASTM D-1557 (AASHTO T-180) - FILLS IN GREEN SPACE, 90% OF ASTM D-1557 (AASHTO T-180) - FILLS UNDER AND AROUND STRUCTURES, MANHOLES, TANKS, VAULTS, ETC. AND PIPE EMBEDMENT (BEDDING, HAUNCHING AND INITIAL BACK FILL), 95% OF ASTM D-1557 (AASHTO T-180) UTILITY NOTES: 1 CAUTION: HE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1 -888 -DIG -SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO HE START OF CONSTRUCTION. HE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOH HORIZONTALLY ND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE HE START OF ANY WORK. HE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN N APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO HOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY HE OWNER, HE ENGINEER, OR ITS REPRESENTATIVE. HE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 1. HIS OPERATION AND MAINTENANCE PLAN SHALL BE PERFORMED BY HE GENERAL CONTRACTOR DURING CONSTRUCTION OPERATIONS AND BY HE OWNER ONCE HE FACILITIES ARE COMPLETED AND PUT INTO OPERATION: T PERSONNEL ASSOCIATED WITH HE CONSTRUCTION ES HIS PROJECT SHALL BE INFORMED THAT RU MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER NORMAL CONSTRUCTION ACTIVITIES. ADJACENT PROPERTIES AND STREETS SHALL BE PROTECTED FROM EROSION R SILTATION CONDITIONS. WI INSPECTION AND MAINTENANCE, AS OUTLINED HEREIN, SHALL BE PERFORMED FOUR TIMES WITHIN TE FIRST YEAR OF OPERATION, HENCE, INSPECTIONS AND MAINTENANCE SHALL BE CONDUCTED E A SEMIANNUAL BASIS N TIMES A YR.) AND AFTER ALL LARGE STORMS. AN INSPECTION REPORT SHALL BE MAINTAINED. 4. ACCUMULATED DEBRIS IN CATCH BASINS, SEDIMENT FOREBAYS AND INFILTRATION CHAMBERS SHALL BE REMOVED BEFORE IT EXCEEDS 12 INCHES IN DEPTH AND DISPOSED OF PROPERLY. BROKEN OR DAMAGED GAS TRAPS/HOODS SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO ENSURE ADEQUATE FUNCTION. 5. A VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES, CATCH BASINS, LEACHING CHAMBERS, PIPES AND RIP RAP DRAINAGE CHANNELS FOR HE ENTIRE STORM DRAINAGE SYSTEM. HE GENERAL CONDITION OF HESE STRUCTURES SHOULD BE REVIEWED AND ACCUMULATED DEBRIS SHALL BE REMOVED. HE CONDITION OF ALL OUTLETS SHALL BE NOTED AND A DESCRIPTION OF HE DRAINAGE STRUCTURES SHALL BE INCLUDED IN HE REPORT. DELETERIOUS MATERIALS SHALL BE REMOVED FROM HESE STRUCTURES AND HE DRAINAGE CHANNELS IN ORDER FOR HE SYSTEM TO FUNCTION PROPERLY. 6. ALL OUTLETS, RIP RAP DRAINING SWALES, AND SLOPES SHALL BE KEPT STABILIZED. ANY EROSION SHALL BE REPAIRED IMMEDIATELY. 7. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM HE SWM FACILITIES BEFORE IT EXCEEDS 1' IN DEPTH, OR AT LEAST ONCE EVERY 5 YEARS. BASIN SLOPES SHALL BE MAINTAINED WITH A GRASS STAND OF AT LEAST 3". GRASS SHALL BE MOWED AT LEAST TWICE A YEAR AND CUPPINGS SHALL NOT BE LEFT IN BASIN. ANY TREES OR OTHER WOODY VEGETATION GROWING IN EMBANKMENTS OR NEAR CONTROL STRUCTURE SHALL BE REMOVED. 8. HE FOLLOWING MINIMUM INFORMATION SHALL BE RECORDED: •DATE OF INSPECTION •GENERAL CONDITION OF HE ENTIRE SYSTEM CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION AND WHEN PERFORMED. * A COPY OF HESE INSPECTION REPORTS SHALL BE FURNISHED TO HE PLANNING BOARD UPON REQUEST. ENGINEERING & SURVEYING Registered Professional Engineers 9 9 and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (5O8) 771-75OZ Fax - (508) 771-7622 WWW.bOXter-nye.COm STAMP ` s �R A9ATTHEWc1 X W. ro�� CDOL N No.43183 �' po�sFc 0 4� ' MAL STAMP CONSULTANT 17. ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF HE CONSTRUCTION PROCESS SHALL ENSURE ALL DEWATERING OCCURS THROUGH A PROPER DEWATERING BASIN (STONE, FILTER FABRIC AND HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR TO DISCHARGE FROM HE SITE. AF REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES, DRAIN MANHOLES, PIPES AFTER COMPLETION OF CONSTRUCTION. REMOVE AND REGRADE TEMPORARY BERMS, SWALES, CHECK DAMS, ETC. STABILIZE DISTURBED AREAS. I 15. CLEAN OUT ALL SEDIMENT FROM SWM FACILITIES AND OUTLET STRUCTURES. REGRADE TO CbNTOURS PER DESIGN. INSTALL SEDIMENT FOREBAY MATERIALS. OCCASIONED BY HE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY HE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD HE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH MAINTENANCE OF HE STORMWATER AND MANAGEMENT GREEN SHALL BE IN ACCORDANCE 9.WITH WIT}{ HE EXECUTED INSPECTION AND MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER MANAGEMENT FACILITIES AND SHALL BE HE RESPONSIBILITY OF HE OWNER AND HE ASSIGNEES. 10. HE CONTRACTOR MUST NOTIFY HE BUILDING DEPARTMENT AND HE PLANNING BOARD ENGINEER AT LEAST TWO (2) DAYS PRIOR TO HE START OF CONSTRUCTION. t- CONSULTANT As STABILIZE ALL SLOPES AS REQUIRED. PROPOSED INVERTS PER HE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND Cape Cod 5 Cents Savings Bank HP LP BOC BOTTOM OF CURB BOS SLOPE 16. UPON ESTABLISHMENT OF PERMANENT GROUND COVER AND APPROVAL BY HE ENGINEER, REMOVE HAY BALES & SILT FENCE. STABILIZE ALL AREAS WHERE HAY BALES WERE REMOVED. UTILITIES AS REQUIRED. 2. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR WORK, EQUIPMENT AND MATERIALS FOR INSTALLATION OF HESE } P. O. Box 10 Tc BOW WALL UTILITIES SHALL BE OWNED AND PERFORMED BY HE CONTRACTOR. •L � Q PREPARED FOR: FF FINISHED FLOOR MA71OW UTILITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET C N fa Ci GRADE BREAK �( U.O.N. OR OTHERWISE DIRECTED BY HE CONTROLLING UTILITY COMPANY. 0 N t- HIGH PW � O CONTRACTOR r_ Cho Y Cape Cod 5 Cents Savings Bank HP LP LOW PONT (>3 i' 3. SITE CONTRACTOR TO OWN � LL EXCAVATION, TRENCHING, & BACK } P. O. Box 10 Tc TOP OF a,� FILLING FOR ALL UTILITIES AND: MISCELLANEOUS WORK INCIDENTAL TO OF WAu HE SCOPE OF HE PROJECT �ND CONTRACT DOCUMENTS. � Orleans, MA 02653 TOW TOP 1 j - - _...... x� 1 _ .__.._.. OHW, . 1, Jf ,. 5 �J OH' t ...... 0 , P 01, W. _..._.. __.._..____.._............................._ P °TRAr _ ._..... A.�a i UPf ER X10 1 , C / , ,� n?„1,d n ,if : -i A crs "' v, .'VY .. >i1-, ;R•°L....� OH`,(! f�HO.. ._ O ,e L ,.........C..]...�r'�3, �� t'L" `}'.` __"T _ � a''s_"_" OH11t...._.......-... OHW. .......... OH'N-....- OHV` - OH4V-_.._. OHS---�-0H#e---'JI-Iv#---- d--- vHv €r-- C7 ,§ - Jkt j ... J k} - - iiks I =T = E.O.P. C.C.BERAF L.C.PLAN 37737D f DRIVE E i BENCHMARK ! jJ c � WATER GATE RIM. EL=100 92 �� S , v✓ x yE.O.P. C.C.BERM 100.3 t_ + $1Ns w, Y • fYA.r .. ...._........... \ �� o \ 1 vwvv v 'v v w y v Y'v �. i yS „ ✓ .e f v ✓v P °r v v v ry w �- i .__............................ __,...__._....._.__ ��� r �_ \ .....- ....-......-. O _ fes.- ✓'�-...� `'`i \ \ J` ii ii '-} O� rW '���� L,','.UG';�ri -x`141..... .,_p...i,.✓ \4 1 1 1 \ OVERFLOW iv s E l ? I CWIC EA SEUL ( r✓ .,. J V �'� '- -1 . � � ..- .0 . GO�� RIPRRSWAL�- `!' \. -y l . 0 R ER NEW SPO 1 1 1 / PROVIDE PAVEMENT VE LAY P E EA,SEf =^aT PER DETAIL 21 p r VAitONS AND WEDGE IN''TO-EXISTING �� � fin q / ��.. 1^ \\ �F Y 180 "' SF _ PAVEMENT TO MEET ADA ORAPE REQUIREMENT _ LIYP:Ofi.REA SF -< %i : u _. _._ r_... -._ .... 1017 ` 74 a ti SF 101. S.., _ .. - - 10165 - ........... ..............._....dTF7 APE SEDIMENT FOREBAY #1 J t �c �:O 7 _' S i 'vL.' i x 'iA{.J! i :.-.'f.''G. i CATCH BASIN W/ 0«1 BEEHIVE GRATE•� RIM ELEV=100.00 f ; a, r/ j [21M. CHMARK 12" CCP INV OUT=96.94 J - ' ✓ TCH BASIN �s TDO 0 uk- ,Z/ 1,25%,.r 101.6 EL=101.08 X701. f / '� \. Q `t x H.P. ..'t0i.5 33 LF 12" CPP AT 1% 100.6 ( } 101.61 AT H BASIN xla / 1089iC31.> i k' CC �t t F0068 O k l 1 >{ 2 125% PROPOSED DOUBLE HEAD ( � SITE LUMINAIRE WITH POW 7�1 (4 ROWS OF 5) CULTEC I UT `e1)0 ^ .� % I ' ROUTED THROUGH UNDER 330XLHD H-20 CHAMBERS IN°aJr j a CONDUIT (TYP) 013 25.67'W x 31.5'L STONE FIELDS 9ns1 - x1v N,/,F 164 MID -TECH CONDCMIN'JM (4 STARTER, 12 INTERMEDIATE, ; I �°co n "o � � 101.1 ` 0.0 / i � 101,69 I C, DfX44.38642.. AND 4 END UNITS) "" '"tl --' G.B. f 101.24 t' p C El PAR 84/13112" CPP INV. 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E.O.P. - ."x r 'x104.1 1 i x103.2 I PERMIT REVIEW ONLY - NOT FOR CONSTRUCTION rL w z 0 0 U 3 F s o_ ¢ U CL U w � o a LU N f" 0 3m SHEET TITLE Grading & Drainage Plan 9 NO DATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE:1"-20' DRAWNIDESIGN BY: JKL CHECKED BY:MWE JOB NO: 2016-017 C A D D FILE: 2016-017GD.dw •L � Q 0 U) U C N fa w W �( H 0 N t- r 0) C\1 � O w r_ Cho Y E C CL Co (>3 i' a rL w z 0 0 U 3 F s o_ ¢ U CL U w � o a LU N f" 0 3m SHEET TITLE Grading & Drainage Plan 9 NO DATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE:1"-20' DRAWNIDESIGN BY: JKL CHECKED BY:MWE JOB NO: 2016-017 C A D D FILE: 2016-017GD.dw LEGEND B w IMP GRAVEL ROAD L Sc�.00 EDGE OF PAVEMENT L3 PROPERTY UNE coo OCB PROJECT LIMIT UNE - -----� RIGHT-OF-WAY/PROPERTY UNE - - - - - - EASEMENT --- - BUILDING SETBACK SGO ' SOC STATE HIGHWAY BASELINE 10+00 10+00 LIMIT OF CURB TYPE 0- O BASELINE ----- - CONSTRUCTION LAYOUT ■ �•� ZONING LINE --- TOWN LINE ---- STATE LINE - - - - - - - - - - - - - - GRAVEL ROAD - EOP- - EOP EDGE OF PAVEMENT BC BC BITUMINOUS CURB coo OCB JCIENT ..........._._...__... CAPE COD BERM F'POCPRECAST CONC. CURB - VGC VERT. GRAN. CURB SGO ' SOC SLOPED GRAN. CURB ....:u::`:::- --- LIMIT OF CURB TYPE ----- SAWCUT A�NE eD MATCHUNE ,Ii SWL Sri ISS: ...._..._ BWL ..'":.... BIL SWCHL SYCHL Ct?_ D1t SL SOLID WHITE LINE SOLID YELLOW LINE BROKEN WHITE UNE BROKEN YELLOW LINE SOLID WHITE CHANNELIZING UNE SOLID YELLOW CHANNELIZING LINE DOUBLE YELLOW LINE STOP LINE ..._:..._..._z........ ....... STEEL GUARD RAIL - WOOD GUARD RAIL ........................... -o-o-o- STOCKADE FENCE PATH r K7 r TREE LINE -x-x-x- CHAIN LINK FENCE <�rr_r_�r..a o00000o STONE WALL ✓ -ter RETAINING WALL � HAY BALES ------ -4 MINOR CONTOUR - - -10--._ 20- MAJOR CONTOUR TOS ..................... -TDs TOP of SLOPE SOS- BOTTOM of SLOPE WETLANDS ---- 50' WETLAND BUFFER ---- 100' WETLAND BUFFER ---- 200' WETLAND BUFFER - - - - LIMIT OF WETLANDS x,z.._. Z •- WETLAND FLAG - - ........... ----- 100 YEAR FLOOD PLAIN - - MITIGATION AREA LINE --'- -"'- EDGE OF WATER Qa L TELEPHONE MANHOLE CLLLLLLL x BUILDING .10`41; JCIENT BUILDING ENTRANCE ?LD ]4 Ln LOADING DOCK -14 CHL; 14OHD OVERHEAD DOOR b C BOLLARD rB RI DUMPSTER PAD " o SIGN El z DOUBLE SIGN B PM TELEPHONE RISER < -T - PARKING METER -FA--.... f0 PARKING COUNT ...... FWp................... ctD COMPACT PARKING STALLS IIIIIIIIII IIIIIIIIIII CROSSWALK TEST PIT LOCATION X CROSSWALK LA D CONC. PAVEMENT 0 C STANDARD DUTY FLEXIBLE PAVEMENT MIN ® HEAVY DUTY FLEXIBLE PAVEMENT J j•, ® HANDICAP RAMP Lti ® HANDICAP PARKING E7111® & VAN -ACCESSIBLE HANDICAP PARKING VAN VAN LIGHT POLE PAVED WATER WAY ® CART CORRAL Detail no. REMOVE onLiS� *= DETAIL OR SECTION REFERENCE Sheet no. Da ►i WETLANDS ---- 50' WETLAND BUFFER ---- 100' WETLAND BUFFER ---- 200' WETLAND BUFFER - - - - LIMIT OF WETLANDS x,z.._. Z •- WETLAND FLAG - - ........... ----- 100 YEAR FLOOD PLAIN - - MITIGATION AREA LINE --'- -"'- EDGE OF WATER Qa O TELEPHONE MANHOLE --- x TELEPHONE MARKER 0 TS 0 TRAFFIC SIGNAL I5) O SIGNAL BOX FACP FACP OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM I o FIRE ALARM CONTROL PANEL rB FB FIRE PROTECTION LINE 0, o FIRE ALARM BOX El Fil TRANSFORMER PAD 0 IIB TELEPHONE RISER 91 -T - MAIL BOX E7Q6r POOP - - ® CB DRAINAGE UNE --- °a OVERFLOW DRAIN -<°ae -RD - ROOF DRAIN C"_ GD -S - SEWER LINE - OHw- -- - OHW- OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM - n - -W - WATER LINE - i - -FP- FIRE PROTECTION LINE - G - - G - GAS LINE EROSION CONTROL BLANKET _E OR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES _....._ ENC ... - E/DO - CONTROL STRUCTURE - T -T - UNDERGROUND DATA & COMMUNICATION LINES -FA--.... -FA- FIRE ALARM ...... FWp................... -IV- FIRE & POUCE CABLE _-._ean-.- -CATV- CABLE TV CRCs ® CB CATCH BASIN (SQUARE OR ROUND CATCH BASIN) DIVERSION BERM/SWALE ®DCB DOUBLE CATCH BASIN = _� DRAIN INLET C"_ GD w^ -O• & BOX RISER @ Q DMH DRAIN MANHOLE =1D- =TD= TRENCH DRAIN :�1 8 PLUG/STUB 6101 FES I► FLARED END SECTION EROSION CONTROL BLANKET SHRUB HEADWALL PIV ® CONTROL STRUCTURE (D 0 SMH SEWER MANHOLE U © GREASE TRAP �- 0 WATER MANHOLE DIVERSION BERM/SWALE 0 WATER GATE r1VTSVTAPPING C -0- SLEEVE, VALVE, C"_ GD w^ -O• & BOX RISER E9 © PRESSURE REDUCER d' `i' SIAMESE CONNECTION :�1 8 FIRE HYDRANT TREES a ECB EROSION CONTROL BLANKET SHRUB WATER METER PIV PIV IP HP HIGH POINT • POST INDICATOR VALVE y27.15 a 27.15 ,. _., ® WELL - +MONITORING WELL ""+25 SPOT ELEVATION C) IRRIGATION CONTROL VALVE TEST PIT LOCATION X SPRINKLER HEAD LA -� TIE IN TO EXISTING GRADE LP 0 C GAS GATE MIN ® GAS METER MONOLITHIC CONCRETE CURB OD Doi ELECTRIC MANHOLE NIC ® ELECTRIC BOX E7111® PCC ELECTRIC METER PROP # LIGHT POLE PAVED WATER WAY < FLOOD LIGHT REM REMOVE LANDSCAPE LIGHT *= w LIGHT POLE (SINGLE) RET ►i SINGLE LUMINAIRE SLOPED GRANITE EDGING taa DOUBLE LUMINAIRE TIEG TIE INTO EXISTING GRADE TRIPLE LUMINAIRE TOP OF CURB TOF QUAD LUMINAIRE Alt JIM WALL PACK �- SILT FENCE/HAYBALE SIGNAL ARM DIVERSION BERM/SWALE 0 MANHOLE (__0_ C -0- UTILITY POLE/GUY WIRE C"_ GD w^ -O• UTILITY POLE/GUY POLE E9 © HAND HOLE PAVED WATERWAY (PWW) ® PULL BOX 1 SILT FENCE/HAYBALE ABANDON DIVERSION BERM/SWALE ADJUST AND HAY BALE CHECK DAM PI POINT OF INTERSECTION �® FLARED END SECTION (FES) BITUMINOUS CURB WITH STONE PROTECTION 6"PD PERIMETER DRAIN BOTTOM OF SLOPE PAVED WATERWAY (PWW) BOTTOM OF WALL WITH STONE PROTECTION CONCRETE CURB JUTE MAT IN SWALE �) r® r t 0 TREES COBBLESTONE EDGING ECB EROSION CONTROL BLANKET SHRUB DOST PROP LP LP LOW POINT IP HP HIGH POINT C9 GB GRADE BREAK y27.15 a 27.15 ,. _., x•15 TOC 27.15 BOC TOP & BOTTOM ELEVATION 21,2"'.21.25 GRADE BREAK /- �- SPOT ELEVATION wAEADER ""+25 SPOT ELEVATION - - BORING LOCATION HC TEST PIT LOCATION ■ ■ BENCH MARK LA -� TIE IN TO EXISTING GRADE ABBREMATKM SAL ABAN ABANDON ADJ ADJUST APPROX APPROXIMATE BB BITUMINOUS BERM BC BITUMINOUS CURB BOC BOTTOM OF CURB BOS BOTTOM OF SLOPE BOW BOTTOM OF WALL CC CONCRETE CURB CCB CAPE COD BERM CSE COBBLESTONE EDGING ECB EROSION CONTROL BLANKET ELEV ELEVATION EXIST EXISTING EQ. EQUAL FDN FOUNDATION FF FINISHED FLOOR ELEVATION GD GRADE BREAK GC GRANITE CURB GE GRANITE EDGING HC HANDICAP HP HIGH POINT LA LANDSCAPE AREA LP LOW POINT MAX MAXIMUM MIN MINIMUM MCC MONOLITHIC CONCRETE CURB MHB/EP LP MASS HIGHWAY BOUND/ ESCUTCHEON PIN LEAD PLUG NIC NOT IN CONTRACT NTS NOT M SCALE PCC PRECAST CONCRETE CURB PROP PROPOSED PWW PAVED WATER WAY REMOD REMODEL REM REMOVE R&R REMOVE AND RESET R&S REMOVE AND STACK RET RETAIN SGE SLOPED GRANITE EDGING SOC SLOPED GRANITE CURB TIEG TIE INTO EXISTING GRADE TOC TOP OF CURB TOF TOP OF FOUNDATION TOS TOP OF SLOPE mw TOP OF WALL TYP TYPICAL LION UNLESS OTHERWISE NOTED NF VERIFY IN FIELD BY CONTRACTOR VGC VERTICAL GRANITE CURB ACCMP ASPHALT COATED CORRUGATED METAL PIPE CAP CORRUGATED ALUMINUM PIPE CIP CAST IRON PIPE CIT CHANGE IN TYPE CMP CORRUGATED METAL PIPE COND CONDUIT CPP HIGH DENSITY POLYETHYLENE CORRUGATED PLASTIC PIPE - SMOOTH INTERIOR CS CURB STOP FOR WATER LINE DIP DUCTILE IRON PIPE DS DOWN SPOUT E ELECTRIC F&C FRAME AND COVER F&G FRAME AND GRATE G GAS HYD HYDRANT ID INTERCEPTOR DRAIN INV INVERT ELEVATION PD PERFORATED DRAIN PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN S SEWER SD STORM DRAIN T TELEPHONE TSV&B TAPPING SLEEVE, VALVE & & BOX RISER UP UTILITY POLE VCP VITRIFIED CLAY PIPE W WATER * (ALL 1. REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB -CONTRACTORS.) ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, HIGHWAY DIVISION, STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB), AS CURRENTLY AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL 25. 26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. ALL ELECTRICAL (BOTH PRIMARY AND SECONDARY), TELEPHONE, DATA/COM AND FIRE DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE APPLICABLE BAXTER NYE ENGINEERING & SURVEYING Legend Flan FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. C � f73 DATE: APRIL 15, 2016 INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. W TRENCHING, BACKFILLING, CONCRETE WORK, MANHOLE AND RELATED STRUCTURES Registered Professional Engineers DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL CONTRACTOR/SITE any d LanSurveyors orsd S w n�C JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE E CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION OF THIS WORK CU 000 M ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE IL r-- SHALL BE INCLUDED IN THE CONTRACTORS PRICING. PROJECT FOR SECURING ALL APPROVALS AND PERMITS. 7 7 $ North Street - 3rd Floor loon 27. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL north Massachusetts ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND OTHER UTILITIES TO Phone NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. - (508) 771-7502 FOX - (50$) 771-7$22 EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, 28. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT www.baxter-nye.com APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS REFERENCE. STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT STAMP S T A M P CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, TO HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX OR .re NOFAigg MATERIALS, INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED EQUAL. o`' .MATTHEW ON INFORMATION CONTAINED WITHIN THESE PLANS. 29. THE CONTRACTOR FLOy SHALL WATER. MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED a No' 43183 a LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR Ml DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISED REPRESENTATIVE. H TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 4• THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC AND PRIVATE, AS REQUIRED. 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT 1 -888 -DIG -SAFE) AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN REQUIREMENTS, AS APPLICABLE. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE -USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R). 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS REQUIRED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION OF THE AFFECTED WORK. 12. THE CONTRACTOR SHALL NOTIFY BAXTER NYE ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE MADE IF NECESSARY. 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. 16. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER DELETERIOUS DEBRIS. 19. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE. 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND REPLACED. 30. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION. AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. CONSULTANT MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND STONE WALLS WITH DRILL HOLES. EXCAVATION SAFETY CONSULTANT ALL EXCAVATION MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. AS -BUILT DRAWINGS STATEMENT - THE CONTRACTOR WILL PREPARE AS -BUILT DRAWINGS, STAMPED BY A MA LICENSED PROFESSIONAL ENGINEER (PE) CERTIFYING THAT: "TO THE BEST OF THEIR KNOWLEDGE, JUDGEMENT AND BELIEF, THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE PLANS." INSPECTIONS: 1. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT THE PRE -CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS (2 BUSINESS DAYS) AHEAD OF A REQUIRED INSPECTIONS. 2. AT A MINIMUM, THE FOLLOWING INSPECTIONS WILL BE REQUIRED: A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO COMMENCING CONSTRUCTION. B. BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT (SWM) FACILITY. C. AT COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO BACKFILL. D. DURING INSTALLATION OF THE RAIN GARDEN SECTION FOR THE SWM FACILITIES. E. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND EROSION CONTROL DEVICES. F. GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES (UNLESS OTHERWISE WITNESSED BY A TESTING AGENCY.) G. BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL AND ON-SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR COMPLETE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO: - COMPOSITION SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC. - SANDY TOPSOIL SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC - ALL COMPACTION TESTING RESULTS FOR BACKFILL. - GRAVEL BORROW MATERIAL UNDER PAVING, SIDEWALK, ETC. AS TO DEPTH OF MATERIAL PLACEMENT AND COMPACTION TESTING RESULTS. - BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND COORDINATING WITH THE TESTING AGENCY AS REQUIRED. H. ALL INSPECTIONS REQUIRED PER TOWN OF YARMOUTH "CERTIFIED SITE INSPECTION REPORT BY OWNERS ENGINEER" SHALL BE PERFORMED AND SIGNED OFF ON FOR EACH PART OF THE WORK SHOWN ON INSPECTION REPORT. CONTRACTOR SHOULD NOTIFY AND COORDINATE WITH ENGINEER ON SCHEDULE OF INSPECTIONS. 'ERMIT REVIEW ONLY - NOT FOR CONSTRUCTION PREPARED FOR: Cape Cod 5 Cents Savings Bank P. O. Box 10 Orleans, MA 02653 9 E5 ME z 0 0 w F_ 5 0. w _ 0 a rn w � m w a At. SHEET TITLE General Notes Legend Flan � U C, `a 0 C � f73 DATE: APRIL 15, 2016 W SCALE IN FEET SCALE: 1"=20' N 0O w n�C E of CU 000 M IL IL r-- i- 9 E5 ME z 0 0 w F_ 5 0. w _ 0 a rn w � m w a At. SHEET TITLE General Notes Legend Flan SHEET NO C, `a 0 DATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE: 1"=20' DRAWN/DESIGN BY: JKL CHECKED BY: MOUE JOB NO: 2016-017 C A D D FILE: 2016-017LG.dwa F ;. g 48' DIA. CATCH BASIN T' SEE NOTE 4 HOOD OUTLET N p ¢ ,•„r„� VARIES • SEE PLANS FOR PIPE TYPE. AND DIAM. • CB TO BE LEBARON OLGC226-2 ('BEE HIVE- GRATE) OR EQUAL 12' COMPACTED GRAVEL BORROW z ,. a' COMPACTED 7 < w 12• SUBGRADE .01� '.•O+- Ql: i:. ,: ',.T1,o - Q.. Tr•Q t o:l, ::. o' 0 • �iY`°^°D:�°"qi Gid. CATCH BASM (CB) WITH GAS TRAP N.T.S. r ice! ' CETAIL 11r� SURFACE 24• NOTES: F5 1 SECTIONS ALL BE DESIGNED FOR LL r HS 0 LOADING. W � 2. COPOLYMER MANHOLE STEPS SHALL BE t w I" INSTALLED AT 12" O.C. FOR THE FULL w DEPTH OF THE STRUCTURE.8• (TOP COURSE) DIA. CATCH BASIN 3. PROVIDE "V' KNOCKOUTS FOR PIPES WITH 2• MAX. CLEARANCE TO OUTSIDE OF PIPE. ECCENTRI MORTAR ALL PIPE CONNECTIONS. (STEEL REINFORCED FORUT LOADING) 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. ' - • 5. CATCH BASIN FRAME AND GRATE • I 48" DIA. CATCH BASIN I SHALL BE SET IN FULL MORTAR BED. I ADJUST TO GRADE WITH CLAY BRICK AND _+L_ ALTERNATE TOP SLAB - MORTAR (2 BRICK COURSES TYPICALLY, (STEEL REINFORCED FOR HS -20 LOADING) 3' LEBARON CB FRAME RIM ELEV MEASURED AT THIS LOCATION k BEHIVE GRATE ON BEEHIVE GRATES 0/11713 DD\ro BOC BOTTQM OF CURB PRECAST CONCRETE RISER .:�': HOLD RIM ELEV ABOVE FINISH GRADE GROUTED IN PLACE I AS NOTED ON PLANS HEREIN. F ;. g 48' DIA. CATCH BASIN T' SEE NOTE 4 HOOD OUTLET N p ¢ ,•„r„� VARIES • SEE PLANS FOR PIPE TYPE. AND DIAM. • CB TO BE LEBARON OLGC226-2 ('BEE HIVE- GRATE) OR EQUAL 12' COMPACTED GRAVEL BORROW z ,. a' COMPACTED 7 < w 12• SUBGRADE .01� '.•O+- Ql: i:. ,: ',.T1,o - Q.. Tr•Q t o:l, ::. o' 0 • �iY`°^°D:�°"qi Gid. CATCH BASM (CB) WITH GAS TRAP N.T.S. r ice! ' CETAIL 11r� SURFACE cp BITUMINOUS TREATMENT LL r W � CONIC. PAVEMENT VARIES\. O (TOP COURSE) O Cp CO L_ a [i SEE DETAIL #418 6' 2' SLOPE TOC a TOP OF CURB BITUMINOUS CONIC. PAVEMENT VARIES--- 3' (BINDER COURSE) 1' BOC BOTTQM OF CURB O° o O ° Oo 8°0. •0 00 00. 0a<° .o• ° 0 0 00tb O• ° 8°0 •0 Q .o 0° .4 °O00°8 0 °'0 •O 0o 00 ° °0 .00 00 .C1 0110 f ° o°8.0 °o . o ° 00 ,CP o o ogo°go°�: ° oa*R o ° 00 BITUMINOUS TACK COAT C - DUMP 1• REIM BM, RE FROM SEDMEE 13% SI EQI14. [1111 11111 :-:r"I m COMPACTED GRAVEL BASE COMPACTED SUBGRADE N.T.S. C- 415 INSTALLATION DETAIL \� 2 fACN SIRAFS DPAN51011 RLSIRANT om (I/4 NtlDN ROPE, 2 MT R:L4ER5) THE DIMENSION CHAR[ ABOVE IS FOR STANDARD CATCH BASINS AND INLETS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH INLET. FOR NDN -STANDARD CATCH BASINS AND INLETS, THE CONTRACTOR SHALL MEASURE DIMENSIONS IN THE FIELD AND ORDER THE APPROPRIATE SIZE(S). THE INLET SEDIMENT CONTROL DEVICE SHALT. BE OF HIGH FLOW DESIGN (200 GAL/MIN/FT), AS PER THE MANUFACTURER'S SPECS. THE SEDIMENT CONTROL DEVICE SFW1 BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED A MINIMUM ONCE PER MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. FILTER SFWl BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT REMAINS ON SITE SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOT APPROVED. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS, SIZE OF FILTER INLET SACK TO BE DETERMINED BY MANUFACTURER. THE FILTER SFINL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF' FULL Ssaff. V. STONE LINING TO BE PER MHO SPEC M2.02.3 SURFACE / LA - PLAN , ` r 1 TREATMENT J/�\ (VARIES -SEE PLAN) \\ PLAN VIEW L.L 1 TOP OF CHANNEL MAY V - SEE PUN FOR LAYOUT m 0 0 8, ql ° DEPTH TOP OF STONE - SEE PLAN FOR LAYOUT OF STONE • VARIES sLim o o Y V • 8b • ° "FINAL BACKFILL - Minimum height of riprop shot 9? WARNING TAPE ORDINARY BORROW (M.1.01.0) be IF, unlem otherwise g NOTED FOR 0 e 0 % noted on the Plan. UUTTIUTYA 'O CO,BLE See plan far *pe 6• Min :E W �- °: •HAND TAMPED a' min. typ. q,a„pel (e,ert INITIAL BACKFILL STONE DEPTH TO BE 1.5 TIMES THE MAX. I b '". STONE DIA, BUT NOT LESS 1}WN 12• ri w mb ad e:4 �•HAND TAMPED FILTER OREQUAL FABRIC �rH( AUN INCA MIRAFl . .P:, qe ..s PROFILE VIEW 1.)'41J- fR' O''•Q�"8'• •COMPACTED BEDDING � 4• m COMPACTED SUBGRADE/ MUST BE .{� inimum height of Hprap shat be ASTABLE FOUNDATION. 6" one (11 toot, unless otherwise noted UNSUITABLE FOUNDATIONS MUST on the plan. BE UNDERCUT AND REPLACE WITH A SUITABLE BEDDING MATERIAL FILTER FABRIC MIRAFl FW700 OR EQUAL Bottom width to wry. See plan • COMPACT TO 955 MODIFIED PROCTOR (MIN.) IN 6' LIFTS (MAX. SECTION VIEW �� t actual dimensions. •' COMPACT TO 955 MODIFIED PROCTOR (MIN.) IN 6" LIFTS (MAX.) ONLY IF UNDER PAVED, CONCRETE OR HARDSCAPED SURFACE CONSTRUCTION SPECIFICATIONS: (AREAS SUBJECT TO VEHICULAR AND/OR PEDESTRIAN TRAFFIC). 1. ANY FILL REQUIRED SHALL BE COMPACTED TO AFFROPRIATE DENSITIES. FINAL BACKFILL IN GENERAL EMBANKMENT AREAS MUST BE 2.GEOTEXTILE SHALL BE PROTECTED FROM PUNCHRIG, CUTTING, OR TEARING. ANY COMPACTED TO 855 MODIFIED PROCTOR (MIN.)IN 12• LIFTS (MAX.) DAMAGE SHALL BE REPAIRED BY OVERLAYING ANOTHR PIECE OF FABRIC OVER THE •••FOR SANITARY SEWER MAINS 6" BEDDING SHALL BE BACKFILLED DAMAGED PORTION WITH A MIN OF 12' OVERLAP OR COMPLETELY REPLACING FABRIC. WITH 3/8'-3/4' NON -ANGULAR STONE IN LIEU OF GRAVEL 3. THE STONE SHALL BE PLACED SO THAT R BLENDS IN WITH THE SURROUNDING BORROW. COMPACT 955 MODIFIED PROCTOR. GROUND [IMPORTANT: IF THE STONE IS PLACED T HIGH THE FLOW WILL BE FORCED OUTSIDE OF THE CHANNEL CAUSING EROSION]. UnM TRENCH N.T.S. rC1 STONE CHANNEL PRO TION N.T.S. r- CETAIL, Cld10E- ro, - GB" UIE15 a FX FER BIW RWFIEW < jr-I' PAfOEHI SURE • r A Still -- - -- ----- FWYMFM UNIT OF- ` LmmT OF FAYWENrFOR CLR11 \ y FOR CURB TL► A SEE PAW RIR aW TWPl 4-f0•R / �/ \� MSE DOW am B B PLAN - BOIA•NDo CONCRETE SPILLW SHM EXTENT 2 FT • 1011L - III PLACED AT 00 OF SPILMAY SWL. BE FUISH wm1 RE Soll ETM AND NOT PRDECT All 11E SPBLIKY FUYAW. SEE PLM WR T Am3w 5161'E AS 6FS1:•�I I S I L ;. r' I I I I r SECTION A -A SECTION B -B tmR✓ STANDARD CURS OPENM AND SPILLWAY CErA1L 5" C- UL I SAL& N.T.S. I C- CETAIL_ 703 NOTES; 1. SYMBOL SHALL BE CENTERED IN THE PARKING STALL. 2. SYMBOL SHOULD BE WHITE ON A BLUE BACKGROUND. HANDICAPPED PAWMG STALL SYMBOLPAWMG STALL SYMBOL CETAIL HARDWOOD STAKES OR DEADMAN (TYP. TREE PIT 6 ROOT BALL GUY WIRE BUCK REINFORCED RUBBER HOSE (ABOVE FIRST BRANCH) ELAM THREE STRANDS OF #10 GAUGE TWISTED GALVANIZED STEEL WIRE 2'x2'xB' HARDWOOD STAKE (3 STAKES PER TREE) TIGHTEN AS SHOWN. TREE SHALL BE SET PLUMB, AFTER SETTLEMENT ROOTBALL SHALL BE SET 2• II ABOVE THE ESTABLISHED FINISHED GRADE 3• HARDWOOD BARK MULCH, DO NOT PLACE MULCH WITHIN 3" OF TRUNK. 3" SLOPE TO FORM 3' HIGH SAUCER. PLANT BACKFILL MIXTURE UNTIE AND ROLL BACK BURLAP FROM 1/3 OF ROOT BALL (MIN); 6" \/��\ /�\i IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. 1B" EXISTING SUBGRADE, OR TOPSOIL MOUND COMPACTED 12• VARIES 12' TREE PLANTING (For Trees ux er V caipw) N.T.S. CETAIL "VAN' ACCESSIBLE HANDICAP SPACES 1 1/2" HOT MIX ASPHALT SURFACE MAXIMUM COURSE - STANDARD TOP COURSE, PER -"- -''' MHD M3.11.03 TABLE A c.0. 4 0`a 2'I COWUBINDER, PER MHD M3.11.03 HOT MIX ASPHALT BASE/INTERMEDIATE - ..•,P b. n,.. v a, d.a. TABLE 06 � o .. .. OR I 12+ GRAVEL BORROW M7.03.0. TYPE B, C OR 0 D, TOR PROCESSED GRAVEL BORROW M7.03.1 a �go:a,'` " e' °`` 4'. `; R;°a��`�� OR RECLAIMED PAVEMENT BORROW M1.09.0. FOR ALL SPECS, AT LEAST 70% SHALL PASS a THk 3/4' SIEVE TO ALLOW FOR PROCTOR 019TY COMPACTION TESTING. STANDARD DUTY FLEXIBLE PAVEMENT COMPACTED SUBGRADE LA COMPOSITION AND COMPACTION ACCEPTANCE TESTS 1. OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE MTH M3.11.09 5'-0" I 8"-0" 2. PERFORM PAVEMENT DENSITY TESTING AS OUTUNED IN M3. 1.09 3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH THE MDT SPECIFICAITIONS. 4. MATERIALS SHALL MEET OR ACCEED THE REQUIREMENTSCIFED M SECTION M3.11.00 DIVISION 111, MATERIALS AND THE FOLLOWING SUBSECTIONS MINERAL AGGREGATE M3.11.04 BITUMINOUS MATERIALS M3.11.06 MINERAL FILLER: M3.11.05 COMPOSITION OF BASE COURSE M3.11.02 5. THE BITUMINOUS CONCRETE BASE COURSE SHALL BE CONS UCTEO IN ACCORDANCE WITH RELEVANT SECTIONS/PROVISIONS OF SECTION 460 FOR CLASS I BITU (INDUS CONCRETE PAVEMENT, TYPE 1-1 6. CLASS I BITUMINOUS PAVEMENT, TYPE 1-1 REQUIRED PER SECTION 460. TESTING FOR BASE COURSES AND TOP COURSES SHALL HAVE A MINIMUM COMPACTION OF 955 PROCTOR DENSITY. TESTING TO BE COMPLETED BY METHODS OUTLINED IN M3.11.00 PARKING SIGNS FOR HANDICAPPED SEE PLAN FOR PLACEMENT -HANDICAPPED RAMP (SEE RAMP DETAILS FOR APPROPRIATE DETAIL) - 4" SOLID WHITE STRIPING O 45, 8" O.C. a 4 4" SOLID WHITE EPDXY RESIN PAVEMENT MARKING (20 ML THICKNESS) TYP. _j N.T.S. n BMJMINOUS CONCRE M PA I ENT SECTIONS N.T.S. I G- I HANDICAP PARKING AND STANDARD STALL LAYOUT N.T.S. 418 CETAIIl 440 CEI"AIL NOTE OFFSET SIGN 3 FT. FROM FACE OF CURB WHEN REQUIRED FOR CAR OVERHANG 1 -3/4'11 12 GANG 3/8• DIA HEX HEAD B ° I ' OLT W/HEX NUT AND o WOOD STAKE AT 8.3 FT 0/C MIRAFI SILT FENCE (MIRAFI 100X) OR APPROVED EOUAL� n (MIN.) .L II I II II 1' (MIN.) PLACE 4' OF FABRIC I II ALONG TRENCH AWAY FROM PROTECTED AREA III BACKFILL AND TAMP r u WASHERS SEE LAYOUT SHEET - ° HJR, r � FOR SIGN FACE - 0 " FINISHED GRADE I0I N x 1f r ' aRY x o APPROVED SHEET METAL TRAFFIC SIGN FACE / I 0 IDI w: 4f I o w I D I m .I� 0 701 n ', • %K kh r "�`;) 1- 3/4' GALVANIZED STEEEL. o L J / 0 SQUARE SIGN SUPPORT 2. 1 12 GAUGE 0 0 4• 8 P fx@ y PATCH, REPAIR AND o p 0 REPLACE EXISTING SURFACE C�x 0 I 1 * ' s IN KIND. BLEND TO MATCH 4 t �a s h,� EXISTING OR REPAIR ANY 3 z BREAK -AWAY DETAIL X1,1 DMR - OF /SEED-SODoff€ ' OR LANDSCAPING ym� 3/8- HEAD F MACHINE SCREW z Ill NUT SIGN A B C D E w & WASHERS 12'X18' 12• 18" 1.5• 1.5" 1.5• rn 0 0 O FIBER OR PVC 0 WASHER o 0 DCOLIN.EO 845E �/ \/ SIGN J o (IF REQUIRED)\/� ��� o e NOTES; o 1. TYPICAL MOUNTING HEIGHT (UNIQUE CONDITIONS MAY REQUIRE 0 ADJUSTMENT): 0 - IN RURAL MEAS, ROAD SHOULDERS AND AREAS WHERE NO PEDESTRIAN OR PARKING MOVEMENTS ARE EXPECTED: 6 FT. FROM 0 THE BOTTOM OF THE SIGN TO NEM EDGE OF PAVEMENT. - IN SIDEWALK OR AREAS WHERE THERE IS PEDESTRIAN MOVEMENT SIGN PANEL ATTACHMENT AND PARKING: 7 FT FROM THE BOTTOM OF THE SIGN TO THE SIDEWALK OR NEAR EDGE OF PAVING (IF A SECONDARY LOWER SIGN IS MOUNTED, R SHALL NOT PROJECT MORE THAN 4 INCHES INTO THE PEDESTRIAN FACILITY.) - HANDICAP PARKING SIGNS: 6 FT. TO THE BOTTOM OF THE SIGN (NOT TO EXCEED 8 FT TO THE TOP OF THE SIGN) N.T.S.. C- ACCESSIBLE PARKING SM N.T.S. c- TRAFRC SKYV POST N.T.S. FeCO-9 LEJ 715 CETAIL CETAIL N.T.S. PERMIT REVIEW ONLY - NOT FOR CONSTRUCTION F�C� I -MOUNTABLE BERM 1Y CRUSHED STONE CROSS-SECTION NOTES: 1. ENTRANCE WOTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT PONTS WHERE INGRESS OR EGRESS OCCURS 2. THE ENTRANCE SHALL BE MAINTAINED M A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. N.T.S. BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 www.boxter-nye.com STAMP STAMP OF,t�s imi THEW W. EDDY CIVIL Uf :. No. 43183 CONSULTANT CONSULTANT PREPARED FOR: Cape Cod 5 Cents Savings Bank P. O. Box 10 Orleans, MA 02653 F�- SHEET TITLE Details Plan SHEET NO AVps 1 DATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE: 1"=20' DRAWN/DESIGN BY: JKL CHECKED BY: MW JOB NO: 2016-017 C A D D FILE: 2016-017DTdwa cp O� U LL r W � O LU nE� -L O Cp CO L_ a [i i- F�- SHEET TITLE Details Plan SHEET NO AVps 1 DATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE: 1"=20' DRAWN/DESIGN BY: JKL CHECKED BY: MW JOB NO: 2016-017 C A D D FILE: 2016-017DTdwa CULTEC RECHARGERS 330XLHO PRODUCT SPECIFICATIONS CULTEC HVLV-FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONS GENERAL NOTES GENERAL GENERAL CULTEC HVLV- FC24 FEED CIXJNECTOTTS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD CULTEC RECHARGER®330XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND FOR CULTEC RECHARGER MODEL MILD, MIND AND 330XLHD STORMWATER CHAMBERS, STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, CHAMBER. RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ONSITE STORMWATER CHAMBERPARAMElERS RUNOFF. 1. THE CHAMBERSWILL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-T 16 FEDERAL REGULATIONS. H-25 APPLICATIONS. OR 104 2604632) CHAMBERPARAMEIERS 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELO, CT. 2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH (203-7754416 OR 15004285932) DENSITY POLYETHYLENE (HMWHDPEL 2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR 3. THE CHAMBER WILL BE ARCHED IN SHAPE, WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE). � U 4. THE CHAMBER WILL BE OPEN -BOTTOMED. 3. THE CHAMBER WILL BE ARCHED M SHAPE. ' S. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV^'FL26 FEED CONNECTOR SHALL 4. THE CHAMBER WILL BE OPEN -BOTTOMED. BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND 242 INCHES (614 MM) LONG, 5. THE CHAMBER WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. 6. THENOMNALSMO MVOLUMEOFTHEHVLV"FC24FEEDCONNECTORWILLBEDB13FT31FT CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO (0865 M31 M) -WITHOUT STONE, SEPARATE COUPLINGS OR SEPARATE END WALLS T. THE HVLV^' FC -N FEED CONNECTOR CHAMBER SHALL HAVE 2 CORRUGATIONS CHAMBER DIMENSIONS OF THE CULTEC RECHARGERS 330A -HD SHALL fi. THE NOMINPLC FORMED AWHOLE CHAMBER H4VINO TWO B'THEHVLV"'FGMFEED CONNECTOR MUST BE FO AS BE 30.5 INCHES (775 MM]TALL, 62 INCHES (1321 MM)WIDE AND 8.5 FEET (259 M) OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT LONG. THE INSTALLED LENGTH OF AJOINEDRECHARGER®330XLHD SHALL BET HILLFRINTO THE CULT EC CHAMBER AND FEET (2.13 M). INTERNAL MANIFOLD, ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL MANIFIXD. ROSS FEBIDEPoECTIONF 7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 24 INCHES (600 MM). 9, THE CHAMBER WILL BE DESIGNED TO WITHSTAND AASHTO H-25 LOAD RATING WHEN INSTALLED ACCORDING TO CULTECS RECOMMENDED INSTALLATION INSTRUCTIONS. 5. THE CHAMBER WILL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV`B FC24 FEED CONNECTORS TO CREATE AN INTERN& MANIFOLD. THE NCMINAL DIMENSIONS MTHE CHAMBER SHALL BE MANUFACTURED IN AN ISO MIMOO CERTIFIED FACILITY. OF EACH SIDE PORTAL WILL BE 10.5 INCHES (267 MM) HIGH BY 12 INCHES (305 MM) CULTEC NO. 20L- POLYETHYLENE LINER WIDE. MAXIMUM ALLOWABLE PIPE SIZE IN THE SIDE PORTAL IS 10 INCHES (250 MM). OOf GENERAL 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV-FC-24 FEED CULTEC NO.' 20 POLYETHYLENE LINER IS DESIGNED AS AN IMPERVKHIS UNDERUYMENT TO CONNECTOR BE 121NCHES 305 MM TALL. 16INCHES 406M WIDE AND 24.2 CCHES(1 ( ) ( NII GUS ED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED INCHES (614 MIN) LONG. CONNECTORS UTILGING THE CULTEC MANIFOLD FEATURE. CONNECTORS 10. THE NOMINAL STORAGE VOLUME OF THE RECHARGERD 330XLHD CHAMBER WILL BE LWER PARAMETERS 7.459 FT3I FT (0.693 M37 M)- WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGERO 330XLH0 SHALL BE 52.213 FT3/UNIT(1.478 M3/UNIT)- 1, THE LINER WILL BE PROVIDED BY LDLTEG,INL.OF BROOI(FIELD, M. (2017154116OR WITHOUT STONE. 150°626-5632) II.THE NOMINAL STORAGE VOLUME OF THE HVLV-FC-24 FEED CONNECTOR WILL BE , THE UNERWILL BE BLACK IN APPEARANCE. 0.913 FT31 FT (0.085 M3 / M)- WITHOUT STONE. 12.THE RECHARGER0330XLHD CHAMBER WILL HAVE FIFTYSIX DISCHARGE HOLES 3. THE LINER WILL HAVE A NOMINAL THICKNESS OF 20 MIL PSI MM). BORED INTO THE SIDEWALLS OF THE UNITS CORE TO PROMOTE LATERAL CONVEYANCE OF WATER 4. THE LINER WILL HAVE A WEIGHT OF 93 LBSIMSF (453 GN2). 13. THE RECHARGER® 330XLHD CHAMBER SHALL HAVE 16 CORRUGATIONS. �''ry%y�'%L.�6'j.(�' 'z'i'..'1•'' S. THE LINER WILL HAVE A TENSILE STRENGTH ®BREAK P (2.56 CM) OF 75 LBS (334 N) PER 14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, WILL BE AN INTEGRAL PART OF ASTM D6RD TESTING METHOD. THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT. 6, THE LINER WILL HAVE AN ELONGATION AT BREAK CIF !DM PER ASTM DW%TESTING iS THE RECHARGERO MOM -RHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE METHOD CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALL$ AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. T THE LINER WILL HAVE A TEAR RESISTANCE OF 11 LBF (49 N) PER ASTM MIYNI TESTING METHOD. 1 S. THE RECHARGERO 330XLSHO STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ON E FULLY FORMED INTEGRAL ENDWALL AND ONE PARTIALLY e. THE LINER WILL IWVEA HYDROSTATIC RESISTANCE OF 100 PSI (6091U'A) PERASTM D751FORMED INTEGRAL EN OWALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (356 MM) HIGH X U.5 INCHES (876 MM) WIDE. TESTING METHOO 17. THE RECHARGER®330XLIHO INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE B THE LINER WILL HAVE A PUNCTURE RESISTANCE OF SO FEB (133 M PER ASTM D41G3 TESTING CHAMBER HAVING ON E FULLY OPEN ENDWALL AND ONE PARTIALLY FORMED METHOD. INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (355 MM) HIGH X M.5 INCHES (876 MM) WIDE. 10. THE LINER WILL HAVE A VOLATILE LOSS OF<1%PER ASTM 01203 TESTING METHOD. 1 B.THE RECHARGER® 330XLEHD END UNIT MUST BE FORMED AS A VMOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL 11, THE LWERWILLHAVEADIMENSIGNALSTABIIJTYOFQ% PERASTM 01204TESTING AND HAVING NO SEPARATE END PIATESOR END WALLS. METHOD. 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 12. THE UNERWILLHAVEAMAXIMUM USETEMPERATURECF I600F(620C) SEPARATE END WALLS. THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE RECHARGERO nGXLHD AND ACT AS CROSS FEED CONNECTIONS. 13, THE UNERWILL HAVE A MINIMUM USE TEMPERATURE OF -700F(470 C]. 20.CHAMBERS MUST HAVE NORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. 14. THELINERWILLHAVEAPE TINGWOMI0.S.PERMS(O.D27METRICPERMS)FER ASTM E96 METHODA 21.THE CHAMBER WILL BE DESIGNED TO WITHSTAND AASHT0 H-25 LOAD RATING WHEN INSTALLED ACCORDING TO CULTEUS RECOMMENDED INSTALLATION INSTRUCTIONS. 15. THE LINERWRLCONSISTOFABIENDED LINEAR POLYETHYLENE. 22MEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER 16. THE LINER WILL NOT COMAIN PLASTX:I2ERS. 23.THE CHAMBER WILL HAVE A RAISED INTEGRAL CAP ATTHE TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-0UT. 247HE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY / CORRUGATION. 257HE CHAMBER SHALL BE MANUFACTURED IN AN In W01:2000 CERTIFIED FACILITY. 1.0 CULTEC GENERAL NOTES t.0 CLEANOUT WITH SCREW IN CAP ACCESS dL COVER ONLY TO BE M7Al1ED IF LOCATED IN PAVEMENT. PROVIDE FOR H2O LOADING. 12" CLASS "Co CONCRETE -�-4" PVC RISER COUPLING RING INFILTRATOR CRWBER INSPECTION PORT TO BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS 52.0"[1321 mm] 14" [356 mm] OlololollQ.fo.lololl0l0l01� 3: La llollo t o lloII NO! I o I o I o l oll o:Ioao -102.0"[2591 mm] INSTALLED LENGTH = 84.0" [2135 mm] SMALL RIB LARGE RGE RIB -� [775 mm] 10.5" [267 mm] I 1 12.0" [305 mm] Lj 34.5"[876 mm] 52.0" (1 321 mm, CULTEC RECHARGER 330X'L HD CHAMBER STORAGE = 7.459 CF/FT [0.693 m3/m] INSTALLED LENGTH ADJUSTMENT = 1.5'[0.46 m] ALL RECHARGER 330XL H HEAVY DUTY UNITS ARE MARKED WITH A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. SIDE PORTAL ACCEPTS C LTEC HVLV FC -24 FEED CONNECTOR. CULTEC RECHARGER 330XL HD HEAVY DUTY THREE VIEW CULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATH HVLV FC -24 FEED CONNECTORS WHERE INTERNAL MANIFOLD IS LOCATED RECHARGER 330 XL HD HEAVY DUTY CHAMBER 16.0"[406 mm] MIN. 12'[3658 mm] MAX. 4 OZ. NON -WOVEN FILTER FABRIC 95°/G COMPACTED FILL 1-2 INCH DIA AROUND STONE. TOP AND SIDES WASHED MANDATORY. FINISHED CRUSHED GRADE STONE �HVLV FC -24 FEED CONNECTOR WHERE SPECIFIED SPECIFIED 10.0"[254 mm] MIN. 12.0" [305 mm] TYP. 58.0" [1473 mm] -I 52.0" [1321 mm] ---I GENERAL NOTES MaN ALL RECHARGER T RECHARGER HD BY CULTEC, INC. OF CT. 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE PROVIDED STORAGE PROVIDED = 1S DESIGN UNIT. CF/FT PER DESIGN UNIT. FORMED INTO THE PART ALONG THE LENGTH OF THE REFER TO CULTEC, CURRENT RECOMMENDED C CHAMBER. ALL RECHARGER INSTALLATION GUIDELINES. LINE 330XL HD CHAMBERS MUST BE INSTALLED IN USE RECHARGER 330XL HD HEAVY DUTY FOR TRAFFIC AND/OR ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. H-25 APPLICATIONS. I 30XL 5.0 C-, ACCESS COVER (CULTEC SYSTEW N.T.S. I 3OXL 217 + DETAIL 6.o 6.0" [152 mm] MIN. 30.5" [775 mm] 6.0" [152 mm] MIN. CULTEC RECHARGER 330XL HD HEAVY DUTY TYPICAL CROSS SECTION 4 mow. ;�. •i�10j� {,•" 6" MIN DEPTH OF 1-2 INCH WASHED CRUSHED STONE ABOVE AROUND STONE. TOP AND SIDES ONLY, MANDATORY. AND BELOW-- CULTEC NO. 20L POLYETHYLENE CHAMB. MINIM NJ EITTTTTTa111 010 E101 1'I 010 E101 1�1 010 - E1�1O f EIOoIO 4 El0•olO T • EMO attl EMO EMO _ I EMO �' EMO � EMO � � • - - I EMO l-� EMO }15 EMO r • . • • • • . • EMO EMO � EMO _ - . . � EMO EMO � El0.01O • - 0 • MEN EMO EMO r • L '• . : MEA- A MODEL 330 XL RHD STARTER UNITS ARE USED AS SINGLE STAND ALONE SECTIONS. MODEL 330 XL SHD STARTER UNITS ARE USED TO BEGIN A LINE. MODEL 330 XL IHD INTERMEDIATE UNITS ARE USED AS MIDDLE SECTIONS TO EXTEND THE LENGTH OF A LINE. MODEL 330 XL EHD END UNITS ARE USED TO END THE LENGTH OF A LINE. • / _. hL ;�• • I. IlJlr II IIIIfr�rlNN/lrl'11/ll/lrj • • - • • • - I4loljlo101jolj�Ol�llrill/o�1E,11,1n1� • . • NnnnuuNnxfrNN/Nr�"l�•►�IIT 11 111 l \ .0000lllll ( Ill JI.�.,. •: 0o I 0 11 00n I'll 1 �IIL� 11 il%//�/�'/t • . . NNNNrrHrfflunun/will" 111(C1(1 ,.., ,1 ►,� �\ Ill I► o I .I to 11 I.1 0 I 0. 0 �I IP moll • . . IiiNNnnrrunrrfrru�rgn�rr 1 l'�\ loolilolol�lol0lo,►1i Il�ll I f,11,. nlolll..1 • - CULTEC RECHARGER 330XL HD HEAVY DUTY END DETAIL INFORMATION 3.0 PER E (MAX. U INLET STRUCT 7.0 CULTEC RECHARGER 330XL HD CHAMBER /LV FC -24 :ED CONNECTOR RECHARGER )CHAMBER CULTEC TYPICAL INLET CONNECTION 1 - 2 INCH DIA. WASHED, CRUSHED STONE CULTEC RECHARGER 330XL HD HEAVY DUTY CHAMBER 16.0"[406 mm] MIN. 12'[3658 mm] MAX. PIPE PERj/�°�//j//�%~�///% ENGINEER DESIGN (MAX. INLET = CULTEC NO. 20L POLYETHYLENE 24 INCHES) LINER TO SPAN THE ENTIRE WIDTH OF THE SYSTEM BELOW THE HVLV FC -24 FEED CONNECTORS AND SIDE PORTALS PAVEMENT 95% COMPACTED FILL minim lelslslI11 SIDE PORTAL TO BE CUT IN FIELD TO ALLOW HVLV FC -24 FEED CONNECTOR AS NEEDED HVLV FC -24 FEED CONNECTOR MaN PIPE PER ENGINEER DESIGN (MAX. INLET= 10 INCHES) > s�'el'el'e'lel'el'elelelslsl.OM Q � U 'I'�I��� PIPE PERj/�°�//j//�%~�///% ENGINEER DESIGN (MAX. INLET = CULTEC NO. 20L POLYETHYLENE 24 INCHES) LINER TO SPAN THE ENTIRE WIDTH OF THE SYSTEM BELOW THE HVLV FC -24 FEED CONNECTORS AND SIDE PORTALS PAVEMENT 95% COMPACTED FILL minim lelslslI11 SIDE PORTAL TO BE CUT IN FIELD TO ALLOW HVLV FC -24 FEED CONNECTOR AS NEEDED HVLV FC -24 FEED CONNECTOR MaN PIPE PER ENGINEER DESIGN (MAX. INLET= 10 INCHES) INLET STRUCTURE CONSULTANT PREPARED FOR: Cape Cod 5 Cents Savings Bank P. O. Box 10 Orleans, MA 02653 30XL 9.0CULTEC INTERNAL MANIFOLD DETAIL 12.0" [305 mm] (TYP.) iRMIT REVIEW ONLY - NOT FOR CONSTRUCTIO SHEET TITLE 10 E5 ZEz U 3 F - w a U a U LU o w a w c a a Y } m Allllllc. Cultec Recharger 330XL HD Details Plan SHEET NO NMA6r' a DATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE:1"-20' D RAW NlDESIGN BY: JKL CHECKED BY:MWE JOB N 0: 2016-017 C A D D FILE : �mR_nncnl rcrnr > �L Q Q � U f0 LU X 1 Q W � C ~ J CV O w 05 E OOf L Cfl Q- T- >- 4 OZ. NON -WOVEN FILTER FABRIC AROUND STONE (TOP 8, SIDES ONLY) 10.0" [254 mm] MIN. �''ry%y�'%L.�6'j.(�' 'z'i'..'1•'' /\ 6.0" [152 mm] MIN. 30.5" [775 mm] / 6.0" [152 mm] MIN. 30XL 9.0CULTEC INTERNAL MANIFOLD DETAIL 12.0" [305 mm] (TYP.) iRMIT REVIEW ONLY - NOT FOR CONSTRUCTIO SHEET TITLE 10 E5 ZEz U 3 F - w a U a U LU o w a w c a a Y } m Allllllc. Cultec Recharger 330XL HD Details Plan SHEET NO NMA6r' a DATE: APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE:1"-20' D RAW NlDESIGN BY: JKL CHECKED BY:MWE JOB N 0: 2016-017 C A D D FILE : �mR_nncnl rcrnr