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HomeMy WebLinkAbout205 Old Main Street Site Plan of Land 15I i NOTE: VERIFY IN FIELD THE ELEVATION OF THE D -BOX PRIOR TO ANY PLUMBING OR SEPTIC WORK ON SITE i I 24"I D CAST IRON COVERS AS SHOWN. MORTAR ALL COMPONENTS PROVIDE NEW RISER TO GRADE OVER D -BOX WITH LIGHT DUTY SLAB=T.FOUND.=. EL. 23.0 CAST IRON FRAME AND COVER NEW 24"CAST IRON COVE BLOCK UP D -BOX, 24-I.D. RISER TO GRADE, MORTAR ALL COMPONENTS 3 10•' 24° TIE INTO EXISTING O -BOX - TEE STI TEE ' 41'SCH40 PVC 1500 GAL H-10 20.62 12' AT 2% SEPTIC TANK FROM ST1 •• . 5'-8" LIQEVEL FIROM GAS . L s, 20.87. ACME OR EQUAL BAFFLE 4"4SCH 40 PVC AT 1% oe00000 0$0$000 BUILDING ' SEWER ONLY 2025 LEACHING PR DESCRIPTION A 6'X6' WITH 2' STONE NOTE: PITCH SDEW1 . K3 1/8" PER FT, MIN. AWAY FROM BUILDING. 5% MAX. SLOPE WIF ROUT RAMP (HANDRAILS ETC.) 1" TOPCOAT MASS DPW .. TYPE 11 BIL .ASPHALT / 2" BINDER a, °00000000,o, ,o,o,o 8" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCCOR DENSITY WITH VIBRATORY ROLLER COMPACTER. B b Xb WIIH 2 51UNL C 6'X5' WITH 1' STONE D 6'X6' WITH , SIDEWALK CROSS SECT101 IDI EXISTING 20.08 EXISTING T.F. FFLR 6" GRAVEL & MECH. PLACE SPEED LEVELERS IN ALL • EL. m 23.0 COMPACTION (TYP.) V°RIFY IN FIELD EXISTING OUTLETPIPESAND I PRIOR TO ANY PLUMBING OR WATER TEST BOX FOR LEVEL. . _ r .EPIC woRK ON SITE IN FROM KITCHEN SINKS FULL & DISHWASHER ONLY - TO STI BASEMENT 1O" KITCHEN 4"SCH4001.5% TEE 1000 GAL H-10 21.39 AREA INV, AT BLDG GREASE TRAP ONLY EL. 21.57 4' LIO. LEVEL -21.14' i` ACME OR EQUAL GAS BAFFLE 12" 6"GRAVEL & MECH. " COMPACTION (TYP.) - PAR C EL P3 NEW SEPTIC COMPONENTS EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE RETAINED. IF SUCH TREES DO NOT EXIST,CALIPER3" TREES SHALL BE PLAN -,FD AT NOT To SCALE INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS) REMOVE EXISTING 14 PARKING SPA,:"cS REMOVE EXISTING 2 PARKING SPACES 4' WIDE X 5' HIGH 100% EVERGREEN LOAM & SEED AREA. LOAM & SEED AREA, DENSELY PLANTED HEDGE AS REQUIRED. BUFFER PLANTINGS AS REQUIRED. WIDEN ACCESS DRIVES TO 20' WIDE WHERE REO. , LEGEND 241.56 NOT TO SCALE +20.04 �......jill +16.66 ,)C +.p„0<<,\i +16.53:.7 grov 11.4G el f0ed rrfll � `Z +t 8.2. --� t ' \�\ i 10.9�;ion trencA +209� 20.22 04 '1_7� +x,.96{19.e4 PROPOSED Y ) LANDS APE ISINgN06', ops^ �� r-^"`c')YP. wiaa --�- , 0,26 1 s +20.23 +2 68 - +20.25 + +20.18 w 11 vdi U w 9 cc U+20,22 PARCEL PS DRAINAGE CALCULATIONS: NEW CONSTRUCTION OF PARISH HALL AREA: DRAINAGE AREA DA1 - 4312 SF ROOF AREA. 25 YR STORM RATIONAL METH. O -CIA - 0,99(5.OIN/HR)(4312/43560)(448.8)/.7=315 SF USE (1) 600 GAL. LEACHPIT WITH 4' STONE = 374 SF O.K. DRAINAGE AREA DA2 - 5400 SF PAVEMENT AREA, 25 YR STORM RATIONAL METH. O=CIA - 0.95(4.81N/HR)(5400/43560)(448.8)/.7=362 SF USE (1) 600 GAL. LEACHPIT WITH 4' STONE - 374 SF O.K. PA�CEL\_1�14 +16.32 NATURAL DRAINAGE �- INFiLTRAT10N AREA +16:32` --- -.T N +15.75 \I� 6 I 78 I �f, I 7 + 18.84 LLI J * 2 � .V 7 w w \+'206 a +19.53 I O_ �J CATCH BASIN ®z .6� 1q SPACES �` AVSD Of'.IVE TO BE REMOV _ m a u7 UTILITY POLE 47 ED - j^o,.� +zG75 +I�es C> GUY WIRE + vs I 3 +�3.(? SPACES REMAIN -. i+� 9 ., I 294 4 1.22 PAVE PAVE HCP - +2052 ofa .p _ LIGHT POST/ YARD LIGHT HI Pr. 1 cRA A INc r 231 N +21 17 TO 121.03 WIDEN GRAVEL \ 2. 1 3 T PAVED'DRIVE ROD SOVA 2329 + ?�F4 OPTIVE TO S/W WALK FLUSH ,R Z '76l S +20.33` p A5 REQUIRED I yy2p FIRE HYDRANT 23 t6 uP . R. °o• * SPECS. WITH GRADE PROPOSED f aVEO WALKWAY (TYP. TO PROVIDE ALL WALKS ,) BE ADA COMPLIAN 2 � � . +2 58' BAY WIDTH FREESTANDING SIGN I 2329 * .. 12 SrACE; 2.3.2.: \ +;:'2.82. •\ I +1P. PF W` EXISTING WATER LINE `•,� I 23.40 +21 oF1 P as p� - +zo.6' �'� \, RELOCATED C1.03 23 1\ �"1 Lti� SHED }\, PROPOSED WATER LINE \ G L 1 �wtw � METER rj � .1 i - -- w� , � G E.^SE TRAP / FIRE LANE tl 150 SF POSED ACCESS COVER I r.. ?r.� * zL5 No PARKwc • PRO - slcN ' EDGE OF PAVE NO BERM 4)f\ a - + 2EXIsnN Exls?. ` 23.17 +22.77 aa SEPTI SAS - - ' t - +211 .. DWWELI TREELINE TYP. I �c GAS LINE j 23.1 3. a _ +z1.EZISTING'2 -vim ( ) / ERR ,\ 23.07 WALK L - I �iD[r-5 ' ,_: ,.0 O .y�, '�Ji 0. K ..I\. .UILDING �f�--1..-.� • ` •� 2=�r/-�+70 'TO F R(lf :T'4 , ,ti 421.85 E\ I �9\ _/-ocx<..62 dl':'_.__. I-' /. 951 / G I EXISTING ELEVATION �� - /. Q , "' ... y < -cHES:.. lioiaCati li .Mor 20. .� 1 +70 , +19 [25.03) Pf�O OSED ELEVATION I ` PROP.. AVED 'a 22.40 WAI PROPOSED - w Ih' II 1\( x E1' � �- EXTEND, 2'._ _< 3- - -- -1500_G L_+2- -3. k 50. .""`ti� . \ . rn �JIS ING CONTOUR ,,, +22.46 II ' w�y_ A' A1 �, 5 t.; sEA nN AT o E^ _ E_ _ 1 l G"-...\ _ -W _' _ .08 ALK SEPTIC TANK t G III I D PR POSED 'CONTOUR n _-'-j w_ - +22.23 WALK + F'R.5 FLOG TA LES I m a 23. +21 33 __ Sp EL. 23.0 I tv w�-- i 22.04E`) ' S I,. PROPOSED b 3. AIR r r+` I 40,x• I ROPOSED I J N - I 21.98Q p 5 T1•BLE m. 1 RYWELL N U x PLAY REAS n M 4 ` \L..__. ( LU f� POSED SHRUB �" srcggcr P I A I ry CMSTIGC x _ `LPROPOSED I a 2155ON L FIRST FLOOR EL. 23.53 EXISTING GARDE PARK( G - `. © 21.72 - PARKING 8549 "SF L �. 4"51"40 PJC - I (STING TREE 21.69 x:---� X-_ x a: t% MIN. TYP. ts: SPACES I I 22.80 x 1 21.64 - SHALL NOT PARK HERE" SIGNS I 21-63 21.6 121.4 , EXISTING TREE + 73 +21.76 +21.23 _ f ,t17.0.si I +20.37 i +19.41 � 21.5] 4' WIDEIX 5' HIGH1100% EVER`GREE 21. U /- / CONCRETE LANDING `KITH -� DE. SEL1j LANTED EDGE AS SH WN - ��� NEW WATER SERVICE IN SLEEVE 2 STEPS DOWN TO GRADE 27.43 RASS DRAINAGE 21 43 U.G. ELECTRIC/ SIZE TO MA BLDG CODE AS I BESIDE, COORDINATE WITH VENDORS I PARKING IN ILT S DR AREA ;) 21.56 WIDEN ACCESS DRIVES SHOWN, TYP. EXCEPT FRONT HCP >>> FUTURE AREA I P OP, 3"CAL. TREE I 1 21.49 TO 20' WIDE WHERE REO. NOTE: A SEPARATE WATER METER SHALL/BE 21 c ACCESSIBLE ENTRANCE. / II EXPANS10I4 i 2000 I INSTALLED FOR THE LAWN SPRINKLER GARDEN HOSE _ I SO THAT THE AMOUNT OF WATER E. FUTURE GARDEN RING � LOCATION I 21.64 11.51 THE SEPTIC SYSTEM CAN BE MEA RED. ,� _�f LOAM &SEED AREA - - "__ - - - - o +20.41 N 2r ,o I I + 21 5I N O IE I06a 4203 DRQ ✓ � C-' +21,51 +21.67 \ I O J MEMORIAL GARDEN I L + I / I I I LOTS 1& 2 I EG Ir I / I MEMORALLSC URCHYARD I Area 204,762 sq.ft 0� r 1 I 4.70 Acres50 I 3' CALIPER -_------•-_---1-GRASS ZRAINAGE- +--_ _..-__.._ -__-J.---- _-.-.-_-..- - -� 20' BUFFER (ALL AROUND SITE)-_- t _____________I - _----_-_ _ _ -_ _ _ - _-- O INFILTRATION AREA _ J 0 N N 590.92 + I0 lfl ASSESSORS MAP 51 PCL 38 (01 D MAP 45, PARCEL P11) BUILDING ZONE: RS -25, NOT III APD MIN. LOT SIZE: 25,000 S.F. MIN. FRONTAGE: 150' SETBACKS: FRONT=30' SIDE= 15' REAR=20' FLOOD ZONE C, 250015 0004 1. MAX. BUILDING COVERAGE: 257. COMBINED LOT AREA = 204,76; S.F. EXISTING BUILDING COVERAGE - 11,006 SF = 5.4% DEMOLITION OF 577 SF, NEW CIINSTRUCTION 3,658 SF PROPOSED BUILDING COVERAGE - 14,088 SF = 6.9% DATUM: ASSUMED FROM DENNI': QUAD MAP EXISTING USE: CHURCH, ACCES';ORY THRIFT SHOP, DAYCARE PROPOSED USE: CHURCH, ACCr';`;ORY THRIFT SHOP, DAYCARE, PARISH HALL PARKING CALCULATI011" _ SANCTUARY: 274 SEATS (1 SF," -E/3 SEATS) = 92 SPACES TOTAL NEEDED: 92 SPACES TOTAL PROVIDED: 99 SPACES HANDICAP: 76-100 SPACES 4 IICP SPACES REQUIRED HANDICAP PROVIDED: 5 SPACF`, TREE CALCULATIONS: 99/8 - 12.4 TREES REQ. (13 PROVIDED) NOTE: THE PARKING CALCULITION IT' 1ASFD ON THE CAnCCITY OF [HE SAI'"I, UAK) OWL1' Sii•i ;L Lrv,i , iivC, I OCCUPIED WITH INDIVIDUALS I.I ^1l/ING THE SANCTUARY AFTER THE CLOSING OF THE SERVICE OR USING DIFFERING HOURS. SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SEAT) = 822 GPD DAY CARE: 300 S.F. (1 CHILD/20 S.F.) - 15 CHILDREN Til 15 CHILDREN (10 GALLONS/CHILD) = 150 GPD ADJUSTED GROUNDWATER EL. 12.1f 972 GPD FOR DESIGN FLOW FOR MAIN BUILDING SPACED 1•-O' FRpI TRUNK, • PARISH HALL; 150 SEATS (3 GPD/SEAT) = 450 GPD i CIVIL ENGINEERS DIFFERING HOURS OF USE SO FLOW NOT CUMULATIVE. 24" T TEE CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 GAL `�FABPoC USE EXISTING 1500 GAL SEPTIC TANK 4000 PSI MIN. AT 28 DAYS H 20 DESIGN LOADING/REINFORCING PARISH HALL SEPTIC TANK: 450 GPD (2.0) = 900 GAL e � USE PROPOSED 1500 GAL SLPTIC TANK SINNED DARN eRaAN. USE PROPOSED 1000 GAL GREASE TRAP FOR KITCHEN FLOW ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. LEACHING: ACME PPE _'AST OR EQUAL CONCRETE_ MANHOLE (USED AS CATCH BASIN) 2) EXISTING 6'x6' LEACH PIT WITH 2' OF STONE (549.8 GPD EA.) AND 1) EXISTING 6'x6' LEACH PIT WITH 1' OF STONE (427.3 GPD) AND 1) EXISTING 6'x5' LEACH PI1 WITH 1' OF STONE (364.5 GPD) PROVIDED TOTAL CAPACITY: 1891 GPI.I '78 CODE TITLE 5 LEACHING SYSTEM STAALS MAIN AT 04,1E AIA REFERENCE: TITLE 5 SEPTIC SYSTEM FEPORT BY TROY WILLIAMS DATED 3/28/02 AND YARMOUTH HEALTH REGULATIONS. b NOTES PARCEL N1 --7B PARCEL N6 - --------' 21 SITE PLAN OF LAND PARCEL N8 T'" AT 205 OLD MAIN STRPFT 6" LOAM & SEED DISTURBED AREAS +2o.90 2" CRUSHED BLUESTONE.._.1 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS -- RIM ELEV. LISTED --- - ' a HONE NEr aAtx R 8" H-20 F&C'S ! Q ErosE 0/2' u) APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE ExcnvnrlNc - (n'PJ SHOWING NEW PARISH HALL Al SAINT DAVID'S EPISCOPAL CHURCH IN: CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE FROM -40 PVC AT 1% MIN. EL21.St -��, DOUBLE STRAND 12 W 000°°Oo°o°u °Odo°0 p My ANNEALED r0r= NmE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR FROM ROOF DRAINS (SOUTH) T T u TH MA 4` 7 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ADJJSTI I_G BLOCKS/H-20 RISER �- S O tJ TH YARM O U , =I TREE Nary, LAP ENDS "m- - -- / -- -' _ 12' PROCESSED GRAVEL `I DO NOT STAPLE 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS EL. 19.1 MORTAR ALL COMPONENTS -- - REMOVE TOP & _ '� SUBSOIL MDPW M1.03.1 VIB. ROLLER COMPACTED PREPARED FOR: PROJECT WORK SHALL MASSACHUSETTS CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS r. A OUND EE 2 1 $RACED AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD i.,... ('YF') 2` MIN. PEASTONE MDIMD (PEE 2 I/Y•d 1/Y 10' SPECIFICATIONS FOR 8RDCES AND HIGHWAYS AS AMENDED TO PRESENT. \ 00 AND MIRAFI 140NS 1 I NOTES CMPAq ALCFILL IN 6" LIFTS TO 95% MOD. .-L PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. SAINT DAVID'S EPISCOPAL CHURCH 0 30 0 NEW PARKING CROSS SECTION - - - --- __ 3') 60 90 Feet NOT TO SCALE off 508-362-4541 SCALL': 1"-30 IIATE: APRIL 19, 2002 . J fo,, 508 362-9880 REVF`I: ): AUGUST 22, 2002 (ADD PARKING TO REAR, ELIMINATE FIRE LANE, ADD TREES, REMOVE LEAN-TO SHED ETC. n REVISE((: SEPTEMBER 10, 2002 (9/3/02 SPR COMMENTS - down cape engineering, inc. SIZE SPACES, SHRUBS, PAVE HCP ETC) zzI I. S. 6 LOAM AND SEED ALL DISTURBED AREAS NOT ou 9. Til ADJUSTED GROUNDWATER EL. 12.1f DOUBLE WASHED STONE 4' MIN. AROUND PIT SPACED 1•-O' FRpI TRUNK, • 1 i CIVIL ENGINEERS 12'CONCRETE MIN _ 10. uA1 24" T TEE `�FABPoC ----INLE 4000 PSI MIN. AT 28 DAYS H 20 DESIGN LOADING/REINFORCING �' - _.._-_} "�--- _---- e � I SINNED DARN eRaAN. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. ,°0000 ACME PPE _'AST OR EQUAL CONCRETE_ MANHOLE (USED AS CATCH BASIN) 0'�' OVER STONE 11. NG DETAIL OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR, NOTICE REQUIRED FOR INSPECTIONS. EL 8.2± - - 1 STAALS MAIN AT 04,1E AIA AND YARMOUTH HEALTH REGULATIONS. EXISTING BUFFER PLANTINGS TO REMAIN, NO CHANGESREF. PROPOSED. .,- -� - (EXCEPT NO STEPS REQUIRED) 13. PULLED 1fRTICA WITH WIRE REPORT BY TROY WILLIAMS DATED 3/28/02 o ° ogo, , -_. 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INhICATED. 17 MIN. PITCH. _ J /I wrv4-o•BURIED 3. VERTICAL DATUM IS ASSUMED FROM QUAD. oo° , 22 H1 0 ADS N-12 11 ogoo 5'-0 x 6b : HDPE PIPE SET LEVEL V-4' 1• xm sAucEa 1' D" SHRMM III MACH 4. TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD (2.2' HEALTH DEPT. VARIANCE IS REQUESTED) U - ,,000 ogoo A H-20 O 600 GAL. ° o MIN 'o LEACHPIT �SHOREY ° - 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED. ooe�o�000 OR EQUAL .j .IT"a - RD 04 a" FROM l0R K > fP1F OF ROOTBAUL �WNPACIED 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO EL. 14.1 cq ,1 ALB-CRRIE BE USED FOR PROPERTY UNE STAKING. - r 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 3/4" - 1 1/2„ NOTES CMPAq ALCFILL IN 6" LIFTS TO 95% MOD. .-L PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. SAINT DAVID'S EPISCOPAL CHURCH 0 30 0 NEW PARKING CROSS SECTION - - - --- __ 3') 60 90 Feet NOT TO SCALE off 508-362-4541 SCALL': 1"-30 IIATE: APRIL 19, 2002 . J fo,, 508 362-9880 REVF`I: ): AUGUST 22, 2002 (ADD PARKING TO REAR, ELIMINATE FIRE LANE, ADD TREES, REMOVE LEAN-TO SHED ETC. n REVISE((: SEPTEMBER 10, 2002 (9/3/02 SPR COMMENTS - down cape engineering, inc. SIZE SPACES, SHRUBS, PAVE HCP ETC) zzI I. S. 6 LOAM AND SEED ALL DISTURBED AREAS NOT ou 9. Til ADJUSTED GROUNDWATER EL. 12.1f DOUBLE WASHED STONE 4' MIN. AROUND PIT 1 i CIVIL ENGINEERS 12'CONCRETE MIN _ 10. uA1 24" T TEE ROOF ----INLE 4000 PSI MIN. AT 28 DAYS H 20 DESIGN LOADING/REINFORCING �' - _.._-_} "�--- _---- e � NOTES CMPAq ALCFILL IN 6" LIFTS TO 95% MOD. .-L PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. SAINT DAVID'S EPISCOPAL CHURCH 0 30 0 NEW PARKING CROSS SECTION - - - --- __ 3') 60 90 Feet NOT TO SCALE off 508-362-4541 SCALL': 1"-30 IIATE: APRIL 19, 2002 . J fo,, 508 362-9880 REVF`I: ): AUGUST 22, 2002 (ADD PARKING TO REAR, ELIMINATE FIRE LANE, ADD TREES, REMOVE LEAN-TO SHED ETC. n REVISE((: SEPTEMBER 10, 2002 (9/3/02 SPR COMMENTS - down cape engineering, inc. SIZE SPACES, SHRUBS, PAVE HCP ETC) zzI I. S. 6 LOAM AND SEED ALL DISTURBED AREAS NOT ou 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. ADJUSTED GROUNDWATER EL. 12.1f DOUBLE WASHED STONE 4' MIN. AROUND PIT 1 i CIVIL ENGINEERS 12'CONCRETE MIN _ 10. uA1 COMPONENTS NOT TO PE BACKFILLED OR CONCEANEp WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ROOF DRAIN S E C TI Cr: N 4000 PSI MIN. AT 28 DAYS H 20 DESIGN LOADING/REINFORCING �' - _.._-_} "�--- _---- _ LAND SURVE .�T,, FROM BOARD OF HEALTH. OBSERVED GROUNDWATER ACME PPE _'AST OR EQUAL CONCRETE_ MANHOLE (USED AS CATCH BASIN) 11. NG DETAIL OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR, NOTICE REQUIRED FOR INSPECTIONS. EL 8.2± - - -' - NOT TO SCALE' ° BARRELS TO CONFORM TO -ASTM C-478939 mainSt,. arrn0UL FI y 12. EXISTING BUFFER PLANTINGS TO REMAIN, NO CHANGESREF. PROPOSED. SIffPXIG INSPECTION (EXCEPT NO STEPS REQUIRED) 13. PfTCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING. REPORT BY TROY WILLIAMS DATED 3/28/02 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INhICATED. 17 MIN. PITCH. r�AAarAaResl� >� ., - -350 III , til .. . .