The URL can be used to link to this page

Home My WebLink AboutEngineer PlanI> ZONING REQUIREMENTS 4\0 " - ^ f ,r' -••-t-- - r v O � 3 -' 2 O / ' p ..5�' �'�°. OCCUPANCY LOADING: 30 , 4iu:� 5F ! 1 PE R30N PER 2C�f� SF 152 F'ERSO#d5 AJ(I. »• 38 1 W OCCUPANCY + EXIST 5700 SF BLDG = 29 PERSONS (181 TOTAL ) i D 2<11 ` `� / ` -- 43 - ` - • _ _ - • \ _ z '1-� PARE. I NG: i SPACE PER OCCUPANT REQU I RED t 181 SPACES 1 81 PROVIDED { -'t _ _ _ HANDICAPPED) -3 y 1 TREES: 1 TF;EE PER 8 SPACES REQU 1 RED ; 11Dt SPACES/ 8 SPACES' = Z 3 TREES 01 C-Z \ r;•. +��' j% MINIMUM OF 23 - ""' MINIMUM CALIPER TREES TO BE PROVIDED Al RATE ��C'I LESS THAN 40 SQUARE FEET PER TREE 40 71 41(v / - PIT C I ~' / �- -- a' / SETBACKS• FRONT ( 30' REQUIRED ) ; 118' PROVIDED R=2 R=5 Z=_, 0=2 -R'= 5R 41 R 5'_ ` r --- 9 P F mK4 LEGEND. _ G11 'ROPERTY LINE U D0 IN EXISTING CONTOURS - ' PROPOSED CONTOURS -45 - `.c'p PROP PAVEMENT AND PERM 6 Y W E L qy �. A USED EDGE OF P i PROPOSED LEACHING CATCH BASINS • FLOOR .ELEV00 , .2 / FINISH ' : ;' ,' / � � -, HANDICAPPED PARKING STALLS PARKING STALL. PAVEMENT MARKINGS I a ' X / <v --45� EXISTING pWAL1C 5 BUILDING -r- i ; A71 <.� .� r /T E Co LE q HIN "PIT "M ❑LES 1 7; ---1 R-1n Fi=2 -- 24 -a 4. R=10 BEN',C MARK ' 3^X GJ�T ON' �1� S o8*-42�-4P` E TR-%NSF'GRMER PAD )< E... E yX = 39 27' l F)?UEA4.ff f � ate-- 40 #ri'd PLAN 30 C 3J 60 -- i 1 =30 feet scale 3" BITUt^1t1`30U5 C.GWCR'E , E PAvEMEKT 4" DEN5E. C=e,4s >ED SToug LAYe_R_' ' G�MPACTED ExL5T1MCU SAND 0m GRAVEL TYPICAL PAVEMENT 1,_i` AI.-BANENE - 1-, 545'• S i DE WA;. K 131 T GCS NC . PA V e . OF'fON 5 4" CENtVO4T c.ontG gr- I C-v- rb // DRAINAGE CALCULATIONS R 2 I , _ ' /' / \ // 7 D E/ # 1 vk TeS T L E 3/ /• A� :�� , TEST �/#2 / ,, i 1' / Co / 0� DESIGN: BASED ON RATIONAL METHOD & 2 MIN. PERK DESIGN STORM: 20 YR. FREQ. - 20 MIN. DURATION : I = 3.6 & FORMULA = Q -CIA X 641 TYPICAL LEACHING CB - 8' DIAM., 8' DEPTH - 4' STONE / SIDEWALL = 2'1t R) (D) = 2 7C (8') (8') - 402 S.F. E'M dRAR /2' //� BOTTOM = (R) _ IX (8' ) 2 = 291 5.r. i ! TYPICAL BASIN AREA = 603 S.F. ,l , UL-DE�,BAC = O% y 4t? / QSA�I 80 A$>�ALE1eQW QATA R = 440' , '10' ' SYSTEM AREA �;_ �� MA.I�I) ----- (AC) AREA(AC) AVG. INTEN. TOTAL X 641 NO. CB ''-"-•Ep►YEQ ICs21 8lt•11Y= L w]c- -1- AREA 15Q. ET. 1SEQt1 iD951AREA f uiA A .40 .37 .61 3.6 .77 1084 sf 2-2106 sf TRAN ORMEr� ?AD ✓� EL d = 47�j8, (( `B�TUI+IINO S p,�1�/EMENT t B .18 .33 .51 3.6 .51 600 sf 1- 603 sf C .33 .21 .67 3.6 .54 835 sf 2-1206 sf D .46 .19 .72 3.6 •65 1080 sf 2-1206 sf e A Y.L�' E .16 .12 .64 3.6 .28 414 sf 1- 603 sf NO DRAINAGE FACILITIES, PAVEMENT OR OTHER SITE IMPROVEMENTS SHALL BE INSTALLED WITHOUT 48 HOUR PRIOR NOTIFICATION TO TOWN ENGINEERING DEPARTMENT (398-2231) AND OWNER'S ENGINEER FOR INSPECTION. REVIEWED 5ce °� 4" L oAr-1 5 E ED 707/777 "ACX I L. PACr CROSS-SECTION tarts ;�r FZl3 10/0-s- +aa'` w o s` �. ! aYsTE� P IL slf� DA FINI ROOF .70 --- .95 3.6 .70 1539 at 3=1M at TOTALS: (REQUIRED/DESIGN) _ (5543 sf / 6633 sf) ROTE: ROOF DRAIN DRYWELLS TO BE SET IN FIELD 'ALL RUNOFF FROM SITE ADDITION TO BE CONTAINED ON SITE' 8 w E/v z(1'Y G Z G4TC�+�I►51"1 F�gr'1E pod i ...••; 1 1 • • 1 1 :.�• >I 1 10 1 1 1 1 .,.. 0 ZONING REQUIREMENTS 4\0 " - ^ f ,r' -••-t-- - r v O � 3 -' 2 O / ' p ..5�' �'�°. OCCUPANCY LOADING: 30 , 4iu:� 5F ! 1 PE R30N PER 2C�f� SF 152 F'ERSO#d5 AJ(I. »• 38 1 W OCCUPANCY + EXIST 5700 SF BLDG = 29 PERSONS (181 TOTAL ) i D 2<11 ` `� / ` -- 43 - ` - • _ _ - • \ _ z '1-� PARE. I NG: i SPACE PER OCCUPANT REQU I RED t 181 SPACES 1 81 PROVIDED { -'t _ _ _ HANDICAPPED) -3 y 1 TREES: 1 TF;EE PER 8 SPACES REQU 1 RED ; 11Dt SPACES/ 8 SPACES' = Z 3 TREES 01 C-Z \ r;•. +��' j% MINIMUM OF 23 - ""' MINIMUM CALIPER TREES TO BE PROVIDED Al RATE ��C'I LESS THAN 40 SQUARE FEET PER TREE 40 71 41(v / - PIT C I ~' / �- -- a' / SETBACKS• FRONT ( 30' REQUIRED ) ; 118' PROVIDED R=2 R=5 Z=_, 0=2 -R'= 5R 41 R 5'_ ` r --- 9 P F mK4 LEGEND. _ G11 'ROPERTY LINE U D0 IN EXISTING CONTOURS - ' PROPOSED CONTOURS -45 - `.c'p PROP PAVEMENT AND PERM 6 Y W E L qy �. A USED EDGE OF P i PROPOSED LEACHING CATCH BASINS • FLOOR .ELEV00 , .2 / FINISH ' : ;' ,' / � � -, HANDICAPPED PARKING STALLS PARKING STALL. PAVEMENT MARKINGS I a ' X / <v --45� EXISTING pWAL1C 5 BUILDING -r- i ; A71 <.� .� r /T E Co LE q HIN "PIT "M ❑LES 1 7; ---1 R-1n Fi=2 -- 24 -a 4. R=10 BEN',C MARK ' 3^X GJ�T ON' �1� S o8*-42�-4P` E TR-%NSF'GRMER PAD )< E... E yX = 39 27' l F)?UEA4.ff f � ate-- 40 #ri'd PLAN 30 C 3J 60 -- i 1 =30 feet scale 3" BITUt^1t1`30U5 C.GWCR'E , E PAvEMEKT 4" DEN5E. C=e,4s >ED SToug LAYe_R_' ' G�MPACTED ExL5T1MCU SAND 0m GRAVEL TYPICAL PAVEMENT 1,_i` AI.-BANENE - 1-, 545'• S i DE WA;. K 131 T GCS NC . PA V e . OF'fON 5 4" CENtVO4T c.ontG gr- I C-v- rb // DRAINAGE CALCULATIONS R 2 I , _ ' /' / \ // 7 D E/ # 1 vk TeS T L E 3/ /• A� :�� , TEST �/#2 / ,, i 1' / Co / 0� DESIGN: BASED ON RATIONAL METHOD & 2 MIN. PERK DESIGN STORM: 20 YR. FREQ. - 20 MIN. DURATION : I = 3.6 & FORMULA = Q -CIA X 641 TYPICAL LEACHING CB - 8' DIAM., 8' DEPTH - 4' STONE / SIDEWALL = 2'1t R) (D) = 2 7C (8') (8') - 402 S.F. E'M dRAR /2' //� BOTTOM = (R) _ IX (8' ) 2 = 291 5.r. i ! TYPICAL BASIN AREA = 603 S.F. ,l , UL-DE�,BAC = O% y 4t? / QSA�I 80 A$>�ALE1eQW QATA R = 440' , '10' ' SYSTEM AREA �;_ �� MA.I�I) ----- (AC) AREA(AC) AVG. INTEN. TOTAL X 641 NO. CB ''-"-•Ep►YEQ ICs21 8lt•11Y= L w]c- -1- AREA 15Q. ET. 1SEQt1 iD951AREA f uiA A .40 .37 .61 3.6 .77 1084 sf 2-2106 sf TRAN ORMEr� ?AD ✓� EL d = 47�j8, (( `B�TUI+IINO S p,�1�/EMENT t B .18 .33 .51 3.6 .51 600 sf 1- 603 sf C .33 .21 .67 3.6 .54 835 sf 2-1206 sf D .46 .19 .72 3.6 •65 1080 sf 2-1206 sf e A Y.L�' E .16 .12 .64 3.6 .28 414 sf 1- 603 sf NO DRAINAGE FACILITIES, PAVEMENT OR OTHER SITE IMPROVEMENTS SHALL BE INSTALLED WITHOUT 48 HOUR PRIOR NOTIFICATION TO TOWN ENGINEERING DEPARTMENT (398-2231) AND OWNER'S ENGINEER FOR INSPECTION. REVIEWED 5ce °� 4" L oAr-1 5 E ED 707/777 "ACX I L. PACr CROSS-SECTION tarts ;�r FZl3 10/0-s- +aa'` w o s` �. ! aYsTE� P IL slf� DA FINI ROOF .70 --- .95 3.6 .70 1539 at 3=1M at TOTALS: (REQUIRED/DESIGN) _ (5543 sf / 6633 sf) ROTE: ROOF DRAIN DRYWELLS TO BE SET IN FIELD 'ALL RUNOFF FROM SITE ADDITION TO BE CONTAINED ON SITE' 8 w E/v z(1'Y G Z G4TC�+�I►51"1 F�gr'1E pod i ...••; 1 1 • • 1 1 :.�• >I 1 10 1 1 1 1 .,.. 0 1// 1 1 1 1 4- m q_ ao, v - - 112 . MASHED STONE r BASE 11LEV.• TYPICAL LEACHING CATCH BASIN Ek. PIT GRADES. . SIDE ( 10' REQUIRED ) 77` PROVIDED REAP: ( 30' REQUIRED ) ; 77' PROVIDED LOT COVERAGE: ( 35 % MAXIMUM ) ; TWO EUILDINGS 36, 100 SF 36,100 SF BUILDING AREA I 161,670 SF TOTAL LOT AREA OK NOTES & SPECIFICATIONS- i. THE SITE OF THE F'ROP'OSFD WORL IS SHOWN ON YARMOUTH ASSESSORS PLAT 76 A5 LOTS H-I1 AND H-10 ON THE WEST SIDE OF FRt-1EAN AVE IN YARMOUTH , MASSACHUSETTS. 2•) ALL, ELEVATIONS SHOWN ON THIS FLAN ARE. BASED ON MEAN SEA 1_EVF.L DATUM REFERENCED BY THE BENCH MARKS SHOWN. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE, OBTAINED FROM EXISTING RECORDS. THE CONTRACTOR SHALL CONTACT RESPECTIVE UTILITIES TO VERIFY LOCATIONS PRIOR TO THE START OF CONSTRUCTION. 4.) ALL WOR* SHALL BE PERFORMED IN ACCORDANCE WITH THE DETAILS, ,3pF.CIFICATIONS AND LINES AND GRADES SHOWN ON THESE PLANS OR AS DIRECTED BY THE. Enka1NEEP• 5.) SITE WORK: CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDf'NCU WITH THE "STANDARD SPECIFICATIONS FOF' HIGHWAYS AND BRIDGES "OF THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF "JBL I C WORKS (MDPW) , DATED 1 9-13 OP A5 AMENDED AND THE "CONSTRUCTION STANDARDS" OF THE MDPW , DATED 1977, OR At-, AMENDED AND THE REQUIREMENTS OF THE TOWN OF YAP,"OUTH "RULES AND REGULATIONS GOVERNING THE S.ItBDIVTS1ON OF LAND" AND "ZONING BY-LAWS". ALL INSPECTIONS By TOWN AGENCIES SHALL- BE PROMPTLY SCHEDULED WITH THE AFFECTED DEPARTMF'NT`~,- PRIOR TO CONTINUING WITH ANY FURTHEF• WORT''. SASE MATERIAL FOR PAVED AREAS SHALL BE AT LEAST SIX (6") INCHES OF CLAY OR LOAM HARDENING OVERLAIN pv A MINIMUM OF FOUR (4") INCHES OF DENSE GRADED STONE CONFORMING TO MDPW STANDARD SPFCIFICATION M2.0t-07- ALL FIt_L. MATERIAI ,*4N k HE CLEAN SAND 1P (*AV*,, ; __A(" 1` D C;�I N SIX (b") MAXIMUM LIFTS AND PA(=TF�D TO `it OF ITS MAXIMUM DPY DENSITY AS DETERMINED BY TH'E MODIFIED q3K TEST . -*TmW 1 N ACCORDANCE WITH ASTM D - 1 5"7 METHOD D. PRpV I DF CERTIFIED TEST REPORTS FOR ALL MATERIALS IF REQUIRED BY THE TOWN. COMPACTION TESTING AND CERTIFICATION SHALL ACED NSO BE ACCORDAIVCEDWDITNSTHEQIRED BY UiNF�s AND THE TOWN. ALL MATERIALS SHAL GRADES SHOWN . 7�) ALL UNDERGROUND UTILITIES SHALL BE PLACED PRIOR TO INSTALLATION OF BASE MATERIAL AND SHALL HAVE THEIR RESPECTIVE.TRENCHS PACKFILLED AND THOROUGHLY COMPACTED BY MECHANICAL MEANS. c ) BITUMINOUS CONCRETE PAVEMENT SHALL BE MASSACHUSETT'S DEPARTMENT OF PUBLIC WORKS (MDPW) CLASS I , TYPE 1-1 AND APPLIED IN ACCORDANCE WITH THE DETAIL SHOWN ON THIS SHEET. 9-) ADC'T LANDSCAPING SHALL BE AT THE OPTION OF THE OWNER•IN ACCORDANCE -WITH THE APPROVED PARKING PLAN FOR THE PROJECT, TREES & GRASS & / OR MULCH REQUIRED 10.) BITUMINOUS CONCRETE BERM ( TYPE 2 OR 3 AT OPTION OF OWNER ) SHALL BE PLACED AROUND THE EDGE OF ALL PAVED AREAS . it,t CONCRETE AND PRICK SIDEWALKS SHOWN ARE OPTIONAL AND SHALL BE 4-1/2 F00j WIDE , 2-1/2"•THICK BITUMINOUS CONCRETE UNLESS AN ()PTION IS SELECTED BY -THE OWNER. 12.) LEACHING CATCH BASINS SHALL BE CONSTRUCTED OF EIGHT (8') DIAMETER , EIGHT (8') DEEP PRECAST CONCRETE STRUCTURES WITH A FOUR FOOT MINIMUM LAYER 4OF I- 1/2" OF CRUSHED STONE ALL AROUND. STONE SHALL EXTEND TO WITHIN FOUR THE TOP OF THE PIT AND SHALL BE COVERED BY PEASTONE AND TAR PAPER OR 4 MIL POLYETHYLENE SHEETING TO THE TOP OF THE PIT. LEACHING PIT SHALL BE CONSTRUCTED OF 4000 PSI @ 219 DAYS CONCRETE AND REINFORCED WITH STEEL CONFORMING TO ASTM A-615 -75 GRADE 60 AND CAPABLE OF WITHSTANDING AN AASHTO HS20-44 LOADING.PROVIDE A LeBARON FOUNDRY Lk -120 CATCH BASIN FRAMEr- AND GRATE (2 X .2' WAFFLE TYPE) RAISED TO GRADE WITH BRICKS AND MORTAR IF REQUIRED AND SECURED WITH A COLLAR OF CEMENT CONCRETE. TO PREVENT SHIFTING. 1-:1.) ROOF DRAINS SHALL_ BE CONNECTED TO PRECAST CONCRETE DRYWELLS CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR LEACHING CATCH BASINS ( NOTE 12.) WITH THE EXCEPTION OF THE SUBSTITUTION OF A L-eBARON FOUNDRY 24" DIAMETER MEDIUM OR LIGHT DUTY MANHOLE FRAME AND COVER BEARING THE WORD "DRAIN" ON IT. DRYWELLS FOR ROOF DRAINAS SHALL BE PLACED BETWEEN BUILDING AND PARKING= AREA IN AREAS CONVENIENT TO THE ROOF DOWNSPOUTS. ADJUST GRADES TO MEET FINISH GRADES AROUND BUILDING. 14.) PARKING STALLS ARE TYPICAILY 20 FEET IN DEPTH AND 10 FEET IN WIDTH. HANDICAPPED STALLS ARE 12 FEET IN WIDTH AND 20 FEET IN DEPTH. STALLS SHALT_ BE DEMARCATED BY 4" WIDE LINES OF STANDARD GRADE YELLOW OR WHITE TRAFFIC PAINT AT THE OPTION OF THE OWNER. HANDICAPPED STALLS SHALL BEAR STANDARD HANDICAPPED SYMBOLS. 15.) WATER SERVICE REQUIREMENTS SHALL HE ARRANGED WITH THE YARMOUTH WATER DEPARTMENT PRIOR TO THE START OF THE PROJECT AND CONSISTENT WITH THEIR SPECIFICATIONS AND PIPE SIZE REQUIREMENTS. 16.) CATCH BASINS WHICH ARE TO BE INTERCONNECTED SHALL. BE MADE SO BY PROVIDING 12" ALUMINUM CORRUGATED METAL DRAINAGE PIPE CONFORMING TO THE REQUIREMENTS OF MDPW STANDARD SPECIFICATION M5.03.3 AND THE RELEVANT REQUIREMENTS OF AASHTO - M196- INTERCONNECTED BASINS SHALL HAVE HOODS ON PIPE ENDS 17.) UNPAVED AREAS SHALL BE '~BOUGHT TO WITHIN FOUR INCHES OF FINISHED GRADE WITH ORDINARY BORROW AND COVERED WITH A FOUR INCH LAVER OF LOAM OR PLANTASLE SOIL. BORROW AND SEEDED WITH A LAWN TYPE SEED MIXTURE AND FERTILIZED TO PRODUCE A SATISFACTORY STAND OF GRASS. 18 ) OWNERS ENGINEER TO INSPECT SITE WORK Grade Table. •!iTRUCTURE RIM GRADE BASE GRADE- o� MiCHAE t R `s A-1 41 . 50 ' 32. 00 ' s xit 3R0 A-2 42. 0 ' 32. 50 ' ha ow 8 43.50' 34.00' .. C-1 42. 00 ' 32. 50 ' C-2 42. 00 ' !,2. 50 i D-1 38. 50 ' 29.00 • D-2 38. 50 ' 29. 00 ' ✓ E 39.00' 29.50' BREWER ELECTRIC CO., INC. 100 OLD TOWNHOUSE ROAD , SO YARMOUTH, MA. PROP INDUSTRIAL BUILDING S`AAS DRAWN -ME/Z FRUEAN DRIVE , YARMOUTH, MA. NOTED REVISED 5/ 20/ 86 SITE_ PLAN DATE v DRAWING NuMSER MAY I , SITE WORK ASSOCIATES, INC. ' OF 1986 251 BANK ST, FALL RIVER, MA H] _ n % T• j - p7- MADE IN U.S A