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Decision 4208 Site Development Plans
LEGEND DESCRIPTION PROPOSED EXISTING Drain Manhole Q 0r Catch Basin SCALE: NONE Drain Line Contour- INFORMATION 147 -- Spot Grade '--148.00 X '47.25 To & Bottom f Curb P o T"` �=29'� BC=28.50 Y TC -30.00 Water Line w Hydrant 14 Water Gate PREPARED BY: Telephone Manhole Sewer Manhole INFORMATION 0 Sewer Line s s Gas Line—G— Gas Gate u Overhead Wire TITLE REFERENCE: — V/ Underground Utilities UbE —E— —T— Utility Pole r- Fire Pull Box 0 Light Pole BARNSTABLE COUNT, MA LP z` - Utility Pole / Light UPLj s Utility Pole / Light UPLT & Transformer Utility Pole / Transformer UPT Utility Pole Up r Sign 20,000 SF 81,899 Vertical Concrete Curb = Vertical Granite Edging Bituminous Concrete Curb Guardrail 349 Main Street Fence ASSESSORS MAP: n PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 RIN;' yl z II i •'> REVISED: • 2008 REVISED: ,, 2008 ISSUED FOR PERMITTING Cy r. LOCUS MAP 1�Y t SCALE: NONE LOCUS INFORMATION �yi fr XT9 fid tea+` r4 £M1�qq xx 'k 9y4y `z.,5 „{, j INDEX OF DRAWINGS 1 TITLE SHEET 2 EXISTING CONDITIONS PLAN 3 LAYOUT PLAN GRADING & UTILITY PLAN LANDSCAPE PLAN SEPTIC SYSTEM PLAN RETAIL SEPTIC SYSTEM DETAILS k 8-9 SEPTIC DETAILS 0-12 SITE DETAILS �o VYy BR �o YERGA TIAN � C'V' rn N0. 46206 po��ss ANAL f a��@ � l JOB NO: 4-8608.01 DWG NO: 5490-03 SHEET 1 OF 12 LOCUS MAP SCALE: NONE LOCUS INFORMATION PREPARED BY: ZONING INFORMATION CURRENT OWNER: ZHANG ZI QIAN TITLE REFERENCE: DEED BOOK 13354, PAGE 225 DEED DESC.) ZONING DISTRICT ZONING BYLAW PROVIDED ' BSC GROUP 82 BARNSTABLE COUNT, MA FLAN REFERENCE: (NO PLAN - SEE COUNTY STATE MINIMUM LOT AREA 20,000 SF 81,899 349 Main Street ASSESSORS MAP: 37 Route 28, Unit D PARCEL: 148 MAXIMUM BUILDING HIEGHT 35' OR 2.0 STORIES 1 STORY RETAIL FEMA FLOOD ZONE DISTRICT: ZONE C W. Yarmouth, Massachusetts 02673 - FEMA FLOOD ZONE DISTRICT: ZONE "B" 07/02/1992 OVERLAY DISTRICT. NOT IN ZONE If 5087788919 PANEL #250015 0005 D MAXIMUM BUILDING COVERAGE 25% 23% MAXIMUM LOT COVERAGE 70% 69% MINIMUM FRONT SETBACK 30' 177'+/- PROP. RETAIL BLDG MINIMUM SIDE SETBACK 25' 25' PROPOSED RETAIL BLDG MINIMUM REAR SETBACK 20' 20' PROPOSED RETAIL BLDG JOB NO: 4-8608.01 DWG NO: 5490-03 SHEET 1 OF 12 OF so �A. !1a 68430 ~ Leo CRAIG FIELD DATE PROFESSIONAL LAND SURVEYOR SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING CONDITIONS NOVEMBER 21, 2007 RW4;IONS- NO. DATE DESC. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 .Wftft .0 -ft BSC UROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2005 BSC Group, Inc. SCALE: FILE: DWG. NO: 5490-03 SHEET 2 OF 12 JOB. N0: 4-8608.01 f OF Mgs�Dy o���ytH BRIAN G. u o YERGATIAN =�+ CIVIL H o q No. 46206 Q 90', �G/STEP�`\��`' ss/ONAL BRIAN . YERGATIA DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT PLAN MAY 15, 2008 ISIONS- NO. DATE DESC. 1 6/25/08 SITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 ;9 BSC GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEer FILE: DWG. NO: 5490-02 SHEET 3 OF 12 JOB. N0: 4-8608.01 oa��LSN Of MgS�cyG BRIAN G. R, o YERGATIAN CIVIL y No.46206 c c 90,c. FG/STEQ'�\t1�,4. FSS/ON AL ENG BRIAN G. YERGA DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) GRADING AND UTILITY PLAN MAY 15, 2008 NO. DATE DESC. 1 6/25/08 SITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 1;9 DISC GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 BSC Group, Inc. SCALE: 1 = 20' 0. 10 20 40 mu FILE: DWG. NO: 5490-02 SHEET 4 OF 12 JOB. N0: 4-8608.01 1 ' iv St �� tf JS c" - "Jr. .5 -� - - i;y _ PROPOSEI)��,„', SILT FENCE PLANTING PALETTE Species Le end Size Number American holly (Ilex o aca) AH 5-6' 2 Austrian pine (Pinus nigra) AP 5-6' I Flowering crabapple (Malus floribunda) FC 6-8' 4 Kousa dogwood (Cornus kousa) CK 18-24" 2 Pfitzer juniper (Juni erus chinensis "Pfitzeriana") JC 6-8' 27 Pin oak (Quercuspalustris) PO 6-8' 5 Sourwood (Ox dendrum arboreum) OA 6-8' 2 Catawba rhododendron (Rhododendron catawbiense bOUTSau IC) RB 2.5' 6 Rhododendron (Rohdodendron chionoides) RC 2.5' 3 Korean lilac (Viburnum corlesii) VC 2.5' 3 Roley Mt. Blue juniper (Juni erus sco olorum) JC 18-24" 7 Inkberr (Ilex labra) IG 15-18" 10 Saltspray rose (Rosa ru osa) RR 18-24" 24 Common periwinkle, myrtle (Vinca minor)_ VN 3" POTS 60 Caller ear(P rus catleryana "Aristocrat") PC 5-6' 2 Boston Iv (Hendra helix) HH 3" POTS 40 Hydrangea (Macro h lla "blue wave") H M B 18-24" 8 Hydrangea (Macro h lla `Nicko blue") HMN 18-24" 7 Tangerine (Potentilla fruitilosa) PF 18-24" 20 Red M a le Autumn Glor (Acer rubrum) AR 6-8' 2 Red Ma leArmstron (Acerrubrum) ARA 6-8' 2 Japanese Stewardia (Stewardia seudocametlia) SP 6-8' 1 Mixed Bulbs Daffodill, Tulip, Day lilies, (Hermero Callis) MB 200 Burnie Bush(Euon mus alatus compacta) EA 18-24" 8 Shade Bush(Amelachier Canadensis) AC 4-5' 1 Bay Berr (M rica ens ivanica) MP 18-24" 15 American Redbud(Cersis Canadensis) CC 6-8' 1 Forther illa (Forther ilia major "Mount Air ") FM 18-24" 9 Japanese black pine (Pinus & Humbergi- thunder cloud) BP 5-6' 1 PLANTING REQUIREMENTS ISSUED FOR PERMITTING NOT FOR CONSTRUCf1ON REQUIRED EXISTING + PROPOSED = TOTAL ALONG STREET 12 0 6 6 EAST SIDE 15 25 4 29 WEST SIDE 17 12 5 17 REAR 12 16 2 18 IN LOT TREES 11 0 7 7 ON SITE TREES 77 ISSUED FOR PERMITTING NOT FOR CONSTRUCf1ON OF 11%. Sc F BRIAN G. y„ YERGATIAN o -+ CIVIL A 9 No.46206 ¢, 90,r. FC iSTEQ'E FSS/ONAL ENG _0% BRIAN G. YER A N DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LANDSCAPE PLAN MAY 15, 2008 NO. DATE DESC. 1 6/25/08 SITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 9 -n DSV GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEET FILE: DWG. NO: 5490-02 SHEET 5 OF 12 JOB. NO: 4-8608.01 SOIL TEST PIT DATA: SEE SHEET s , y t N z FIELD _ - (3) T DIA. DRYWELLS CULTEC RECHARGE A 280 UNITS -BOTTOM STONE=10.80 (6) CULTEC R , \ 11.70 BOTTOM DRYWELL"= 11.30 INV IN BTM CHMBAMB ER=1130 -INV IN=11.70 >..."-TOP STONE=14.00..-.-':. BTM STONE=10.80 CULTEC RECHARGE FIELD ,. '. - - . - (22) CULTEC R-280 UNITS INV IN=11.70 S`6$3' BTM CHAMBER=11.30 � "`--- 3p" ° BTM STONE -10.80 f - 24¢ .78' At NNECTOR + + 4. STORMCEPTOR 4501 '- WATER QUALITY UNITOE , . •, 6" RD D - D D.. RIM=14.60 INV IN -11.80 )A C';p D INV OUT=11.80 , ,Y -gyp 6 S R M 14.40 E M > INV OUT=11.80 PROPOSED 1,500 GAL. 2,050± S.F. STORAGE p 14.40 SEPTIC TANK TP 4 WATER SERVICE SEPTI ANt/A P # PROVIDE 6" FIRE & W/FA° 2" DOMESTIC SERVICES _ TP#5 I INFILTRATION SYSTEM 1 e•_i `•,>. P TPN3 2 + ' CULTEC CHAMBERS #1 _. EXISTING RESTAURANT "" - = 0 LEACH FIELD - FOR ROOF RUNOFF BOTTOM SYSTEM/STONE 10.8 BOTTOM CHAMBER - 11.30 TO REMAIN • - -- TOP STONE=13.97 f� ! _._ CAL %`- D -Box x GAS SERVICE PER LO ;-: + UTILITY COMPANY - REQUIREMENTS PROPOSED RETAI`' ® e O - RESERVE AREA ' PROPOSED 9,820 S.F. TOTAL PROFILE' NOT TO SCALE - ALL COMPONENTS TO BE H-20 RErAILBUILDNc RESTAURANT :I i _ I EXISTING FIELD ° EL- A MANHOLES &COVERS AS REQUIRED 5 IO TO REMAIN I I 15.50 s14 7,7707 SF. RETAIL o EL. VARIES (BRING TO FINISH GRADE) 72' LONG LEACHING FIELD VARYING PIPE DIAMETER _ PROPOSED RETAIL / STORE LEACH FIELD I - ' EXISTING LEACH � 4 5 -'? r 4 PVC SCH 40 EL=14.0 EL=15.2 EL=14.0 15' X 45' - FIELD PIPING TO . 4 PVC V-1 8"-3 L DOUBLE WASHED STONE �j I I I BE REMOVED D I I g SCH 40 EL=12.3 3/4"-1 1/2" DOUBLE WASHED STONE e 16.10 I= I=F Z -E D c 1=D 1=G I=K 5 I=L w 6" STONE BASE I=� o • - 77 40TE: CAST IRON TO BE ON GREASE LINE 77 6" STONE BASE I=H ,r1 j 15.60 '. 5.50 L.b-°0 1 .94 .I ° - - 5.94 D d RELOCATED I e UTILITY POLE 22,000 GALLON (P) In BOTTOM EL.= M 4,000 GALLON (P) PRECAST CONCRETE DUPLEX PUMP > a .50 + 15.80 SEPTIC TANK CHAMBER N ADJUSTED GROUNDWATER (0 ° o , , 15.55 l l] NOTE: USE FERNCO PRECAST CONCRETE " °D CONNECTOR ON SAS GREASE TRAP z >!CJA4. 4' 15.80 E /C 'v 't a e p s 4. 41 - ELECTRIC TELCO, AND CABLE . °.. .`a -CES PER .. •15.6 3 0 LOCAL UTILITY COMPANY W _ INVERT ELEVATIONS: ° ::: ,5.6a �`. "' REQUIREMENTS a RESTAURANT o ::: 14.2 X I ... LIMIT OF EXCAVATION 14 7 16.00 A ° 1 -90 LL SEE SEPTIC NOTES 74 TOP OF FOUNDATION + C 15.s ... o :: s & s a . '•`� � � -: � p, 5,300± S.F. POROUS ASPHALT _/SUBSURFACE STORAGE H ->. ... .... M V W 4" INVERT AT BUILDING (GREASE) 14.47 B (RAISED RELOCATED) III ° L... w (SEE SECTION AND SPECIFICATIONS) 14.15 C EXISTING , .. 4" INVERT AT GREASE TRAP (IN) 1s.33 r s = 13.90 D EXISTING L •. b b 4" INVERT AT GREASE TRAP (OUT) PROPOSED RELOCATED 1 10 N RETAURANT LEACH 15. 15.8 FIELD " BUILDING(SEWAGE)12.97 E EXISTING 15.33 UL RT AT 4 INVE ` 43 F EXISTING 12. x 4 INVERT AT SEPTIC TANK (IN) + 5 4" INVERT AT SEPTIC TANK (OUT) 12.18 G EXISTING 1.. 4" INVERT AT PUMP CHAMBER (IN) 12.10 H EXISTING 3 R :: '54.27 15.0+ ..L .-- w E ° + 4" INVERT AT PUMP CHAMBER (OUT) 12.35 J EXISTING 1s.3o 70 + 15.33 S INVERTS AT LEACHING FACILITY: 1s.a c + .. 3.36 2" INVERT AT END '. \ 13.3 L OF LEACHING FIELD Is.00 E3 '•• x ELEVATION AT BOTTOM 12 8 M SEATING TO BE REDUCED TO 185 SEATS �- OF LEACHING FIELD ++ 6' CLDI t-.•. o - o: e o WATER SERVICE ADJUSTED GROUNDWATER r ELEVATION 7.8 N 5. _ - 3 N 12" PERF. ADS PIPE (TYP.) OBSERVED GROUNDWATER s'o 14.47 0 ,4.0 ,4. o ` ID W/ADSTO BE IMANIFOLD, NSTALLED TEEs AND D ELEVATION 6'3 15' 5.33 o COUPLERS + .-_ -- _ 14. 5 INV -10.80 _ ,__._... �:.. •� .. .}. . _ D `'� 12'H PE+ 1460 12'HDPE - _- m CB -2 ti F D 430 3 26 = .2 114.45 - lr MV OUT -11.80 0 .... 29 4.. 256. -- . 14.80 1a.9oX 00 14.71 14.6 14.41X ....... X - o ... 14.88 PROPOSED SIGN 1 4.15 v 6 a o 6" GATE VALVE VARIANCES REQUESTED: ROUTE 28 - MAIN ST.-' RIM=15.00 STCd2MCEPTOR 4501 rn STATE HIGHWAY INV DDT=1210 WATER QUALITY UNIT a RIM=14.47 ... ..,.... - .., STATE- INV IN=17.60 --- - INV OUT=11.50 NONE: Q Z DESIGN CRITERIA: RESTAURANT DESIGN FLOW: 185 SEATS AT 35 G.P.B./D 62475 G.P.D. REQUIRED GREASE TRAP 185 SEATS x 15 GPS = 2,775 GAL, GREASE TRAP PROVIDED: = EXISTING GAL. REQUIRED SEPTIC TANK: 6,475 x 3007 = 19,425 GAL. SEPTIC TANK PROVIDED: = 22.000 GAL. SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC. RATE: <2 MIN./ INCH LONG TERM APPL. RATE 0,74 G.P.D/S.F. 6,475 GPD 0,74 GPD/SF = 8,750 S.F. SIZE OF LEACHING FACILITY PROVIDED: 2 (72' x 66') LEACHING FIELDS 72' x 66' = 4,752 S,F, 4,752 S,F, x 2 FIELDS = 9,504 S.F. OF LEACHING AREA 9,504 x 0,74 GPD / SF = 7,032 GPD PROVIDED 7,032 GPD PROVIDED > 6,475 GPD REQ'D DATUM: VERTICAL DATUM: N.G.V.D. BENCH MARK USED: FEMA BENCH MARK SET: T.O.F. 16.00 i ISSUED FOR PERMITTING NOT FOR CONSTRUCTION OF 414SSAc ��ytN @ y � Gv'rn BRIAN G. � YERGATIAN OZ CIVIL H N°-4620 E� 9Q `cG l ST F�SSIDN At ENS'\ BRIAN G. YERGAT DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY} SEPTIC SYSTEM PLAN MAY 15, 2008 I NO. DATE DESC. 1 6/25/08 SITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 BSC GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Hu FI LE: DWG. NO: 5490-02 SHEET 6 OF 12 JOB. NO: 4-8608.01 PLAN VIEW NON -CORROSIVE CLAMP EVERY 2 FT. (SEE AIR SUPPLY OPTIONS) TOP OF TANK FLUSH WITH BOTTOM OF CONCRETE LID WITHIN 1 1/2' 500 GAL (1892,7L) SETTLING ZONE 1.25' 9.25' (3.2cm) 1-(23.5cm) 17' 9' (43.2cm) (22.9cm) 750 GAL (2842.5 U TREATMENT ZONE 2' (5cm) 9' _ (22.9cm) 1.25' I I 3.2cm) 'jig TYP 22,75' (57,8cm) BLOWER H❑USING BASE DIMENSIONS (SECTION A -A) 0 1 .2cm) ;l 11 ELECTRICAL CON(TO BLOWER 2' MIN. AIR PIPING CONTRA sysTEro NUN-CORR<]SIVE CLAMP EVERY 2 FT RISER PLATE 33'i.5' <B319*1. cn) NON -CORROSIVE CLAMP EVERY 2 FT FAST® AIR LIFT MICR 3' (7.62an) VENT SEE DRAVING--,_ MICROFAST® 0.9 L GASKET SEE OFAS 1625' NDS 6' GRATE (6-034 ROUNDGRATE) W/7.1 SG IN OPEN SURFACE AREA OR EQUIVALENT O 00 SECURED WITH • STAINLESS STEEL SCREWS s e e 6' DIA I I OBSERVATION 6' VENTS W/FAST LID BLOWER W/ FOOD (BY BIO-MICRBBICS) 14' (35.6cm) TE 5' NO BLOWER HOUSING DIMENSI❑NS - FAS74) AIR LIFT (04 66cril GASKET GASKET NON -CORROSIVE treatment system shall warrant for CLAMP EVERY 2 FT three years from the date of RISER shipment or two years form the date FOUR (4) CORNER LEG EXTENSIONS. 2' AIR 2. ANCI-OR THE LEG EXTENSIONS (4 CORNER LEGS SUPPLY 2' AIR LINE SUPPLY workmanship. LINE B1 _rwcvrr GASKET NON -CORROSIVE CLAMP EVERY 2 FT FAST AIR SUPPLY AIR LIFT OPTIONS (SEE NOTE 5) NOTES 1. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG EXTENSION EIGHT (e) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR <4) CORNER LEG EXTENSIONS. 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE IIF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS OF THE LEG EXTENSION BASE. 3. TD ELONGATE FOOT PAST THE PROVIDED 12', CUT THE 3.9' LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TIP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSIONS. 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. S. THE AIR SUPPLY LINE INTO THE FAST UNIT MUST BE SECLRED SO AS II PREVENT. DAMAGE FROM PIPE VIBRATION, 6. SEE ALL NOTES ON MCF 0.9 L DRAWING. IN THE I4TEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date 01-03-05 610- MI R 1 MItroFAST 0.9 F0 1 -Boon - c 10>- icro w C. am by BMI 7.25 (18.4cm) OR BOLTS NOTE 2. SEE NOTE L SEE ORIGINAL - NOTE 4. FOOT 4' SCHEDULE 40 PVL PIPE--,_ CUT F`--� 12' 39.8 M) SECTIOI 8' I (30.5cm) 2 083 CHOR BI TYP L �E NOTE PLAN VIEW OVIDED LEG EXTENSI❑N EG EXTEI SEE TE 3. MODIFIED LEG. WITH 4' PVC PIPE ORIGINAL FDDT Specifications For MicroFAST '0,9 Wastewater Treatment System 1. GENERAL The contractor shall furnish and install (1) MicroFAST 0,9 treatment system as manufactured by Blo-Microbics, Inc, The treatment system shalt be complete with all needed equipment as shown on the drawings and specified herein. The principal items of equipment shalt include FAST System Insert, Insert tic] (or leg extensions if that option is chosen), blower assembly, blower controls and alarms, The MicroFAST 0.9 unit shalt be situated within a 750 gallon minimum compartment in a two compartment tank as shown on the plans, or in a 1250 gallon one compartment tank, Tank(s) must conform to local, state, and all other applicable codes. The contractor shalt provide coordination between the FAST system and tank supplier with regard to fabrication of the tank, Installation of the FAST unit and delivery to the job site. 2. OPERATING CONDITIONS The MicroFAST 0,9 treatment system shalt be capable of treating the wastewater produced by typical) family activities (bath, laundry, kitchen, etc.) ranging from (1) one to (14) fourteen persons and not to exceed 900 US Gallons per day (3407 LPD). 3. MEDIA The FAST media shalt be manufactured of rigid PVC, polyethylene or polypropylene and it shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and installed to ensure that sloughed solids Immediately descend through the media to the bottom of the septic tank. 4. BLOWER The MlcroFAST 0,9 unit shalt come equipped with o regenerative type blower capable of delivering 17-25 CFM, The blower assembly shalt include an inlet filter with metal fitter element. 5 REMOTE MOUNTED BLOWER The blower may be mounted remote with no more than 100 feet <30.5 M7 of piping and no more than E T four elbows, from the MicroFAST unit on a contractor supplied concrete base. The blower must not set in standing water and Its elevation must be higher than the normal flood level. A two-piece, rectangular housing shall be provided with tamper -proof screws. The discharge air line from the blower to the MicroFAST shalt be provided and Installed by the contractor. 6. ELECTRICAL The electrical source should be within 150 feet of the blower. Consult local code for longer wiring distances. All wiring must conform to code, The Input power required for the blower Is 115/230 Volts, Single Phase, 60/50 Hertz, 3,8/1,9 Full Load Amps, minimum wire size is 16 A.W.G. (Locked Rotor Amps are 18.6/9.3). All conduit and wiring between the electrical control panel (optional), the power supply, and the blower shalt be furnished and Installed by the contractor. 7, ALARMS The alarm system shall consist of a visual and audible alarm to indicate loss of power to the blower and/or high water level. A manual silence switch is included. 8.INSTALLATION AND OPERATING INSTRUCTIONS All work must be done in accordance with local codes and regulations. Installation of the MicroFAST 0,9 shall be done in accordance with the written instructions provided by the manufacturer. No more than four foot of fill may be placed over the FAST lid, Operation manuals shall be furnished which wilt include a description of Installation, operation, and system maintenance procedures. There shalt be a separate manual for the installer, service provider, and owner, tailored to each. NOTES 9, WARRANTY 1. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION The manufacturer of the MicroFAST 0,9 BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE treatment system shall warrant for LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE three years from the date of INCLUDED AND SHOULD BE USED ON EACH OF THE shipment or two years form the date FOUR (4) CORNER LEG EXTENSIONS. of start-up, whichever occurs first, 2. ANCI-OR THE LEG EXTENSIONS (4 CORNER LEGS that the equipment they provide wilt ONLY) TO THE BASE OF THE TANK, PLACE BOLTS befreefrom defects in material and AT OPPOSITE CORNERS OF THE LEG EXTENSION workmanship. BASE B1 3. TO EL04GATE FOOT PAST THE PROVIDED 12', CUT In the event a mechanical component falls to THE 3.9' LEG EXTENSION IN THE CENTER INTO TWO perform as specified or Is proven SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER defective in service during the g THE TOP AND BOTTOM CUT SECTIONS OF THE LEG warranty period, the manufacturer EXTENSIONS. shalt repair or replace such defective 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS, parts. (Cost of labor on repair/replacement is not covered 5. VENT TO BE LOCATED ABOVE FINISH GRADE OR under this warranty.) The replacement HIGHER TO AVOID INFILTRATION. CAP WITH 6' VENT OF OPEN SURFACE air of those items normal) or repair y GRATE V/AT LEAST 7.1 SQ. IN, AREA.. SECURE WITH STAINLESS STEEL SCREWS (SEE consumed in service such as air filter, MCF 0.9 L DVG). etc., shalt be considered as part of OR, routine maintenance and upkeep. RUN VERT TO DESIRED LOCATION AND COVER PERC. RATE: OPENING WITH 3' VENT GRATE W/AT LEAST 7.1 SQ. that the IN. OPEN SURFACE AREA, SECURE WITH STAINLESS It is not Intended for STEEL CREWS, VENT MUST NOT ALLOW EXCESS manufacturer assume responsibility MOISTURE BUILDUP OR BACK PRESSURE. contingent liabilities or conseauentiat damages nature resulting from IN THE MEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE.. of any defects in design materlat or workmanship,.or delays in delivery, Date 01-03-05 replacement or otherwise. BIO- MICROBIC MicroFAST®0.9 X SOIL EVALUATOR 1-800-753-FAST(3278) 10 FLOW AND DOSING Wastewater treatment systems work best when FR ��t a ••• ra�MUW,. " by BMI influent flow Is delivered as consistently as OF LEACHING FIELD possible. FAST systems have been successfully 10.80 designed, tested and certified recieving gravity, ADJUSTED GROUNDWATER demand -based influent flow. However when influent flow is controlled (either by pump or other ELEVATION means) to the FAST system to help with highly 7.8 variable flow conditions, then multiple feeding SOIL CLASS: I events should be used to help assure even flow, SAIL CLASS: optimum performance, and reliability. PROFILE: NOT TO SCALE - ALL COMPONENTS TO BE H-20 DESIGN CRITERIA: RETAIL RETAIL EL.= Al MANHOLES & COVERS AS REQUIRED DESIGN FLOW - EL =VARIES (BRING TO FINISH GRADE) / 45' LONG LEACHING FIELD 9,820 S/F. 1250 GPD/1,000 = 491 GPD PVC SCH 40 PERFORATED STONE BASE 14.0 EL= 15.2 EL=14.0 I 2"-1 8"-3 8•DOUBLE WASHED STONE REQUIRED SEPTIC TANK 3/4"-1 1/2• DOUBLE WASHED STONE 491 x 200% = 982 GAL. ZSEPTIC TANK PROVIDED: = 1 500 GAL. i=G1 5i I=H1 s• STONE BASE / 1=E1 IJ1 SIZE OF LEACHING FACILITY REQUIRED: H-20 9 OUTLET U) BOTTOM EL = 1,500 GALLON (P) PRECAST CONCRETE DISTRUBITION BOX K1 ADJUSTED GROUNDWATER DESIGN PERC. RATE: <2 MIN,/ INCH I/A/ FAST UNIT TERM APPL. RATE 0,74 G.P.D/S.F. INVERT ELEVATIONS: GPD -t-0,74 GPD/SF = 664 S.F. RETAIL _#2 TEST PIT #3 TEST PIT #4 TEST PIT #5 14.2 TOP OF FOUNDATION PIT #6 - 14.0 16.10 Al 4" INVERT AT BUILDING (SEWAGE) GRD. EL. 13.8 GRD. ES. HIGH 12.50 B1 4" INVERT AT SEPTIC TANK (IN) 12.10 C1 4" INVERT AT SEPTIC TANK (OUT) 11.85 D1 4" INVERT AT DISTRUBITION BOX (IN) 11.75 E1 4" INVERT AT DISTRUBITION BOX (OUT) 11.58 F1 DAVE FLAHERTY INVERTS AT LEACHING FACILITY: 9 EL=5.2 - 4" INVERT AT BEGINNING PERC. RATE: PERC. RATE: PERC. RATE: OF LEACHING FIELD PER(. RATE: 11.52 G1 BREAKOUT 12.5 4" INVERT AT END 2 MIN./INCH N/A MIN./INCH N/A MIN./INCH OF LEACHING FIELD 508 778 8919 11.30 H1 SOIL EVALUATOR ELEVATION AT BOTTOM SOIL EVALUATOR SOIL EVALUATOR MARK DIBB OF LEACHING FIELD CRAIG FIELD 10.80 J1 ADJUSTED GROUNDWATER ELEVATION SOIL CLASS: 7.8 K1 LONG TERM APPL. RATE 0,74 G.P.D/S.F. 491 GPD -t-0,74 GPD/SF = 664 S.F. SIZE OF LEACHING FACILITY PROVIDED: 1 (45' x 15') LEACHING FIELD 45' x 15' = 675 S.F. 675 x 0.74 GPD / SF = 499 GPD PROVIDED 499 GPD PROVIDED > 491 GPD REQUIRED DATUM: VERTICAL DATUM: N.G.V.D. BENCH MARK USED: FEMA BENCH MARK SET: T.O.F. 16.00 SOIL TEST PIT DATA: A LOAMY SAND 6 LOAMY TEST PIT 01 TEST PIT _#2 TEST PIT #3 TEST PIT #4 TEST PIT #5 14.2 TEST PIT #6 - 14.0 GRD. EL. 13.7 GRD. EL. 14.4 GRD. EL. 14.3 GRD. EL. 13.8 GRD. ES. HIGH EL GW 7.7 GRD. EST HIGH EL. GW 7.8 EST. HIGH GW. D" )2" +N 61 78 78 EST. HIGH G EST. HIGH GW. EST. HIGH GW. LOAMY SAND 2.5YR 4/1 % LOAMY SAND 10YR 6/8 EL = 13.1 MEDIUM SAND 2.5Y 6/4 EL = 6.1 EL = 5.1 4" 15" 100" 112" 0 EL = 3.9 126 DATE: A j LOAMY SAND A LOAMY SAND 6 LOAMY 2.5YR 4/1 4 2.5YR 4/1 PLANS 228 ROUTE 28 1 / LOAMY LOAMY SAND / 10YR 10YR 6/8 TEST BY: THE BSC GROUP, INC. 1OYR 7/3 EL = 7.7 - 1 EL = 6.2 = EL = 12.6 WITNESSED BY- WITNESSED BY- WITNESSED BY: MEDIUM SAND WITNESSED BY: PHIL RENAUD 2.5Y 6/454" DAVE FLAHERTY DAVE FLAHERTY EL = 6.2 = 9 EL=5.2 - 1i PERC. RATE: PERC. RATE: PERC. RATE: EL = 3.7 12 D" )2" +N 61 78 78 EST. HIGH G EST. HIGH GW. EST. HIGH GW. LOAMY SAND 2.5YR 4/1 % LOAMY SAND 10YR 6/8 EL = 13.1 MEDIUM SAND 2.5Y 6/4 EL = 6.1 EL = 5.1 4" 15" 100" 112" 0 EL = 3.9 126 EL = 13.1 MEDIUM SAND 2.5Y 6/4 EL = 7.8 3 EL = 6.5 5" 14" 78" 94" A j LOAMY SAND 2.5YR 4/1 / B LOAMY SAND 10YR 6/8 EL = 13.1 MEDIUM SAND 2.5Y 6/4 EL = 7.8 EL = 6.5 - s - 4" 14" 72" 88" ///.///. DATE: A j LOAMY SAND A 10YR 3/3 6 LOAMY SAND LOAMY SAND 2.5YR 4/1 PLANS 228 ROUTE 28 1 / LOAMY SAND / 10YR 6/8 TEST BY: THE BSC GROUP, INC. 1OYR 7/3 EL = 7.7 - EL = 13.1 MEDIUM SAND 2.5Y 6/4 EL = 7.8 3 EL = 6.5 5" 14" 78" 94" A j LOAMY SAND 2.5YR 4/1 / B LOAMY SAND 10YR 6/8 EL = 13.1 MEDIUM SAND 2.5Y 6/4 EL = 7.8 EL = 6.5 - s - 4" 14" 72" 88" ///.///. DATE: A j LOAMY SAND DATE: 10YR 3/3 6 711 / B 9/26/03 LOAMY SAND 12/1/04 10YR 5/8 PLANS 228 ROUTE 28 1 EL = 12.7 TEST BY: TEST BY- TEST BY: MEDIUM SAND MAY 15, 2008 TEST BY: THE BSC GROUP, INC. 1OYR 7/3 EL = 7.7 - 7 EL = 6.2 = g "IUTK 5/3 I 8" B LOAMY SAND B„ 10YR 5/8 20" EL = 12.3 48" MEDIUM SAND 1OYR 7/3 B" EL = 7.8 = 72" 6" EL = 6.3 - 92" DATE: DATE: DATE: DATE: DATE: 2/7/08 ,0 9 No.4fi208 c c 9�,r PO/STEP DATE: 2/7/08 9/26/03 9/26/03 12/1/04 12/1/04 PLANS 228 ROUTE 28 IN TEST BY- TEST BY: TEST BY- TEST BY: TEST BY: THE BSC GROUP. INC. MAY 15, 2008 TEST BY: THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. WITNESSED BY- WITNESSED BY- WITNESSED BY: WITNESSED BY. WITNESSED BY: PHIL RENAUD WITNESSED BY: PHIL RENAUD DAVE FLAHERTY DAVE FLAHERTY N/A N/A PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: PER(. RATE: CAPE COD SUPER BUFFET, INC. PER(. RATE: 2 MIN./INCH 2 MIN./INCH N/A MIN./INCH N/A MIN./INCH 2 MIN./INCH 508 778 8919 2 MIN./INCH SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR MARK DIBB SOIL EVALUATOR MARK DIBB CRAIG FIELD CRAIG FiELD CRAIG FIELD CRAIG FIELD SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: I SAIL CLASS: 1 1 N/A N A I LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. LT.A.R. 0.74 G.P.D./SQ.FT. L.T.A.R. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. N/A G.P.D./SQ.FT. N A G.P.D./SQ.FT. HIGH GROUNDWATER COMPUTATION HIGH GROUNDWATER COMPUTATION HiGH GROUNDWATER COMPUTATION (BASED ON TP#6) (BASED ON TP#1) (BASED ON TP#4) DEPTH TO WATER 7.7 DEPTH TO WATER 8.5 DEPTH TO WATER _ X _ INDEX WELL MIW-29 INDEX WELL MIW-29 INDEX WELL MIW-29 WATER LEVEL RANGE ZONE A__ WATER LEVEL RANGE ZONE A _ WATER LEVEL RANGE ZONE A _ CURRENT DEPTHOINDEX WELL(11/04)_9.5 CURRENT DEPTHOINDEX WELL(9/03) _ 8.6 CURRENT DEPTHOINDEX WELL(11/04)_ 9.2� WATER LEVEL ADJUSTMENT 2.5 WATER LEVEL ADJUSTMENT 1.9 _ WATER LEVEL ADJUSTMENT _ 2.3 _ s•• REQUESTING 1' OFF ADJUSTMENTYI.S ►•• REQUESTING 0.9' OFF ADJUSTMENT 1.0 _ •"• REQUESTING 1' OFF ADJUSTMENT_ 1.0 _ DEPTH TO ADJUSTED HIGH WATER 5.2 DEPTH TO ADJUSTED HIGH WATER 7.5_ DEPTH TO ADJUSTED HIGH WATER _ X INDICATES ESTIMATED SEASONAL HIGH GROUND WATER INDICATES OBSERVED GROUND WATER INDICATES PERC. TEST ®INDICATES UNSUITABLE MATERIAL ISSUED AOR PERMITTING NOT FOR CONSTRUCTION tN OF Mq BRIAN G. yG o YERGATIAN CIVIL ,0 9 No.4fi208 c c 9�,r PO/STEP FSS)ONAL ENG\ 6 -a1 -o BRIAN -'d. YERG DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) RETAIL SEPTIC SYSTEM DETAILS MAY 15, 2008 NO. DATE DESC. 1 6/25/08 SITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 "SC GP,0UP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 - BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEET FILE: DWG. NO: 5490-02 SHEET 7 OF 12 JOB. N0: 4-8608.01 RESAURANT SYSTEM 1/8" TO 1 WASHED STI 3/4" TO 1 -1/2 - DOUBLE WASHED STONE (NO FINES) ORIFICE SHIELD TYPICAL ON ALL HOLES SEE DETAIL SHEET 3 6" THICK CONCRETE PAD I"x2" d� 3/4" TO 1 1/2" DOUBLE WASHED STONE (NI f-3" MANIFOLD ---LEVEL BOTTOM NOTE: 3/16" PERFORATIONS IN 2" PIPE ARE TO BE DRILLED OFFSET FROM THE INVERT OF THE LATERAL, ALTERNAELY PLACED AT THE 5 AND 7 O'CLOCK POSITIONS ON BOTH SIDES OF PIPE. LATERAL DETAIL -LEACHING FIELD RELOCATED RESTAURANT LEACH FIELD ��/ /� 6" LOAM & SEEDED IN GRASS SEWER & FORCE MAIN AREAS. IN ROADWAY/WALKWAYS AREAS DEPTH AND MATERIALS TRENCH SECTION AS REQUIRED TO MATCH EXISTING NOT TO SCALE PAVEMENT/ AND SUBGRADE. ELECTRIC, AND PUMP CONTROL WIRE CONDUIT (P.V.C.) (WHEN REQUIRED) FINISHED GRADE 4" PVC VENT PIPE HEADER (UNDER PAVEMENT ONLY) (SEE VENT DETAIL ON SHEET 4) O N w x + ur U a rn _PEASTONE & 3/4"-1 1/2" STONE TO CONFORM TO 310 CMR 15.247(2) (NO FINES) 18" DIA. HEAVY DUTY MANHOLE COVER BROUGHT TO FINISH GRADE WEARING COURSE BINDER COURSE PAVEMENT BASE - 18" c — NO SCALE SCH. 40 PVC PIPE FROM SAND TO ABOVE PEASTONE (NO STONE IN PIPE) TO BE USED AS A VISUAL INSPECTION PORT SAW' CUT PIPE 3" O.C. W/ 2" LONG SLOTS ON ONE SIDE ONLY INSPECTION PORT DETAI UNDDIISRTTUURBED PLAN - TEE AND PLUG L OR PLAN - HORIZ. AND VERT. BEND TYPICAL SECTION TEES, BENDS AND PLUGS BRANCH I J I K I L I M N 0 3" THRU 8-1 10" 10" 1'-0" 2'—O" 1 IN ZBED EARTH 90 & 45 BENDS D 4"708" '10"1'016' 24" X V-8" 3'-4" 3'-6 1'-2" '-8" 2'-4 1. TEES AND PLUGS BENDS NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM, UNDISTURBED SOIL. PROVIDE APPROVED ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ARCHITECT. 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM OR OTHER WATER DEPARTMENT APPROVED COATINGS. 3. CONCRETE THRUST BLOCKS POURED BEHIND 3—WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR HYDRANT DRAINS. THRUST BLOCK DETAILS RELOCA RESTAURANT LEACH FIELD SCREENED GRAVEL — PLACED TO 12" OVER PIPE EARTH 3'MAX. 0 0 0 U N g N N n" I A VCO 4 /0" 2 /C In w of CL O GROUND 4 ' MIN COVER ON FORCE MAIN SEWER OR FORCE MAIN PIPE (P.V.C.) MUSHROOM VENT WITH INSECT SCREENS AND CHARCOAL FILTER " PVC VENT STACK SUPPORT AS REQUIRED) 6" TOPSOIL -2 CU.FT. CEMENT CONCRETE 4" PVC 90' ELBOW .4" PVC HEADER CAP END OF LATERAL (TYP.) / OR CLEANOUT 3/4"-1 1/2" WASHED CRUSHED STONE 4" PERF. PVC VENT (INVERT VENT PIPE TO MATCH INVERT LATERAL) TYPICAL VENT SYSTEM OVER LEACHING FIELDS 6'-D" LEACHING FIELD . . - 3'z3'xY TEE 3'x3'xY WE3'x3'x2' IEE 3'z3"x2" REE 3'x3"x2' TEE 3' PVC 3" PVC 3' 3' 3' PVC 3' PVC SET LEVEL SET LEVEL SET LEVEL . j�3 SPOOL W/CAP LEACHING FIELD LEACHING FIELD . 3' PVC DOSING CHAMBER _ INFLOW Y0 LATERAL NOTE: ALL PIPING TO BE SOLVENT 2'x2"xY TEE WELDED SCHEDULE 80 PVC Y 3"x3"x2" TEE MANIFOLD CROSS—SECTION 3" MANIFOLD PRESSURE DOSE HEADER MANIFOLD NO SCALE RESTAURANT SYSTEM NOTE: PERFORATIONS TO BE DRILLED SMOOTH AND PIPES TO BE BRUSHED TO PREVENT CLOGGING. AND SET AT 5 & 7 O'CLOCK IN AN 36" MAX .COVERZDISTAL ALTERNATING PATTERN. FINISHED GRADE ION IN CAP CAP/C.O. PIPE ea e o o Go ea a oa o c aoc�g op c c c o a o a o e a a e+ a o+ a e+ e e �ceg°°to°'f��""M�9aa�4a��aP������a9Paof4f 6" EFFECTIVE na oar a e e a e apo t o a oeapeea a+ o apo uta oe e 4�a�o'+ o e / DEPTH LEVEL BOTTOM 126' (63' EITHER SIDE OF MANIFOLD) -----I PVC MANIFOLD — SEE DETAIL PROFILE 36" MAX. — 12" MIN. COVER 2" SCHL 80 PVC (SEE MANIFOLD D TAIL FOR PERFORATIONS 4" MIN. LOAM & SEED i — 2% M . FINISH GRADE OR PAVE TO MATCH EXISITNG PAVEMENT 3d MAXIMUM 15' MIN 3' :...,.. ..: .. 2" MIN. OF 1/8" TO 1/2" 6• ORIFICE SHIELD o e a DOUBLE WASHED STONE � o a�.po a d r s•`ta o o a r// 3/4" TO 1-1/2" DOUBLE 1 6 TYP —� WASHED STONE (NO FINES) CROSS-SECTION LEACHING FIELD DETAIL:`` NOT TO SCALE 22,000 GALLON SEPTIC TANK (TUNNEL TANK): EXISTING TANK TO REMAIN LEACHING FIELD DETAIL: NOT TO SCALE RETAIL SYSTEM 36" MAX .COVER , FINISHED GRADE 4" PVC�E';T' —..— LEVEL — 45' PROFILE 2% MIN. FIMSH GRADE 3d ;AP ENDS 1 6• DEPTH 36" MAX. — 12" MIN. COVER 4" MIN. LOAM & SEED / 6' 1 T s -a gp;Nq.`Q �}eP.�, s ° + �p�a 5e �pa os• 3/4" TO 1-1/2" DOUBLE ����r7'i.C`Y/i�` � WASHED STONE (NO FINES) 1.5' 4' TYP) CROSS-SECTION 2" MIN. OF 1/8" TO 1/2" WASHED STONE ISSUED FOR PERMITTING NOT FOR CONSTRUCTION OF A'195� 1,ZH � Cy BRIAN YERGATIAN `r v CIVIL .a 9 No. 462060 �C _ 90 �GISTSP t14' FESSION AL BRIA YERGAT DATE PROFESSIONAL ENGINEER Y PLANS 1 IN TEES AND PLUGS BENDS NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM, UNDISTURBED SOIL. PROVIDE APPROVED ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ARCHITECT. 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM OR OTHER WATER DEPARTMENT APPROVED COATINGS. 3. CONCRETE THRUST BLOCKS POURED BEHIND 3—WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR HYDRANT DRAINS. THRUST BLOCK DETAILS RELOCA RESTAURANT LEACH FIELD SCREENED GRAVEL — PLACED TO 12" OVER PIPE EARTH 3'MAX. 0 0 0 U N g N N n" I A VCO 4 /0" 2 /C In w of CL O GROUND 4 ' MIN COVER ON FORCE MAIN SEWER OR FORCE MAIN PIPE (P.V.C.) MUSHROOM VENT WITH INSECT SCREENS AND CHARCOAL FILTER " PVC VENT STACK SUPPORT AS REQUIRED) 6" TOPSOIL -2 CU.FT. CEMENT CONCRETE 4" PVC 90' ELBOW .4" PVC HEADER CAP END OF LATERAL (TYP.) / OR CLEANOUT 3/4"-1 1/2" WASHED CRUSHED STONE 4" PERF. PVC VENT (INVERT VENT PIPE TO MATCH INVERT LATERAL) TYPICAL VENT SYSTEM OVER LEACHING FIELDS 6'-D" LEACHING FIELD . . - 3'z3'xY TEE 3'x3'xY WE3'x3'x2' IEE 3'z3"x2" REE 3'x3"x2' TEE 3' PVC 3" PVC 3' 3' 3' PVC 3' PVC SET LEVEL SET LEVEL SET LEVEL . j�3 SPOOL W/CAP LEACHING FIELD LEACHING FIELD . 3' PVC DOSING CHAMBER _ INFLOW Y0 LATERAL NOTE: ALL PIPING TO BE SOLVENT 2'x2"xY TEE WELDED SCHEDULE 80 PVC Y 3"x3"x2" TEE MANIFOLD CROSS—SECTION 3" MANIFOLD PRESSURE DOSE HEADER MANIFOLD NO SCALE RESTAURANT SYSTEM NOTE: PERFORATIONS TO BE DRILLED SMOOTH AND PIPES TO BE BRUSHED TO PREVENT CLOGGING. AND SET AT 5 & 7 O'CLOCK IN AN 36" MAX .COVERZDISTAL ALTERNATING PATTERN. FINISHED GRADE ION IN CAP CAP/C.O. PIPE ea e o o Go ea a oa o c aoc�g op c c c o a o a o e a a e+ a o+ a e+ e e �ceg°°to°'f��""M�9aa�4a��aP������a9Paof4f 6" EFFECTIVE na oar a e e a e apo t o a oeapeea a+ o apo uta oe e 4�a�o'+ o e / DEPTH LEVEL BOTTOM 126' (63' EITHER SIDE OF MANIFOLD) -----I PVC MANIFOLD — SEE DETAIL PROFILE 36" MAX. — 12" MIN. COVER 2" SCHL 80 PVC (SEE MANIFOLD D TAIL FOR PERFORATIONS 4" MIN. LOAM & SEED i — 2% M . FINISH GRADE OR PAVE TO MATCH EXISITNG PAVEMENT 3d MAXIMUM 15' MIN 3' :...,.. ..: .. 2" MIN. OF 1/8" TO 1/2" 6• ORIFICE SHIELD o e a DOUBLE WASHED STONE � o a�.po a d r s•`ta o o a r// 3/4" TO 1-1/2" DOUBLE 1 6 TYP —� WASHED STONE (NO FINES) CROSS-SECTION LEACHING FIELD DETAIL:`` NOT TO SCALE 22,000 GALLON SEPTIC TANK (TUNNEL TANK): EXISTING TANK TO REMAIN LEACHING FIELD DETAIL: NOT TO SCALE RETAIL SYSTEM 36" MAX .COVER , FINISHED GRADE 4" PVC�E';T' —..— LEVEL — 45' PROFILE 2% MIN. FIMSH GRADE 3d ;AP ENDS 1 6• DEPTH 36" MAX. — 12" MIN. COVER 4" MIN. LOAM & SEED / 6' 1 T s -a gp;Nq.`Q �}eP.�, s ° + �p�a 5e �pa os• 3/4" TO 1-1/2" DOUBLE ����r7'i.C`Y/i�` � WASHED STONE (NO FINES) 1.5' 4' TYP) CROSS-SECTION 2" MIN. OF 1/8" TO 1/2" WASHED STONE ISSUED FOR PERMITTING NOT FOR CONSTRUCTION OF A'195� 1,ZH � Cy BRIAN YERGATIAN `r v CIVIL .a 9 No. 462060 �C _ 90 �GISTSP t14' FESSION AL BRIA YERGAT DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC DETAILS I MAY 15, 2008 I N N0. DATE DESC. 1 6/25/08 SITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 s yx Bsc UROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 BSC Group, Inc. SCALE: 1 " = 20' MMMMEMOMMi 0 10 20 40 FEEF FI LE: DWG. NO: 5490-02 SHEET 8 OF 12 JOB. NO: 4-8608.01 SEWER CLEANOUT: NOT TO SCALE :THREADED WATER TIGHT,CAP LeBARON CASTIRON. LA0910 H-20 RATED VALVE BOX. PAVEMEN T1T TO..GRADE AT.ONE END. GRA R /� SS FINISH GRADE /-'� BIT. CONC i 8 MIN GRAVEL POURED CONCRETE. COLLAR - (3.000PSI):ALL :AROUND w a w o EXIST. GRADE - 2" SCH40 PVC CONTINUOUS RADIUS ELBOW TOP COURSE BINDER COURSE /\ BIT CONC. 12" COMPACTED GRAVEL BERM BORROW BASE �I (M 1.03.0 TYPE C) _ I TM -::j _1 -1 I I-1 I-1 I IL�ll I I 1-1 I hl I-1 COMPACTED SUBGRADE CAPE COD BERM # BUOYANCE FORCE _ (5.2') X 62.4 Ib'/cf X 17' X '10' 55,161 LBS WEIGHT OF TANK = 75,500 LBS WEIGHT OF SOIL - 1' X 17' X I f)'N X 85 Ib/ # = 14450 LBS 75,500 LBS + 14,450 LBS = 89,950 LBS > 55,161 LBS INSPECTION SCHEDULE 1. ENGINEER -SHALL: INSPECT WHEN THE REQUIRED EXCAVATION 1S COMPLETE. 2. ENGINEER SHALL INSPECT 22,000 GALLON TANK FOOTING 3. ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A PERCOLATION RATE OF LESS THAN TWO (2) MINUTES PER INCH HAS BEEN PROPERLY DEPOSITED. 16_0. 4. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM AND THE PUMP MECHANISMS HAVE BEEN INSTALLED. n• -o" EXISTING TO REMAIN DUPLEX DOSING CHAMBER PIPING DETAIL - EXISTING DOSING CALCULATIONS: 3" 90' BENDS NO SCALE DESIGN 'FLOW TO CHAMBER = 7,000 GPD REQUIRED EMERGENCY STORAGE ='7,000 GALLONS EMERGENCY STORAGE PROVIDED = 7,000 GALLONS 30 0 HEAVY DUTY OAST RON ALUMDFUM 49' . 54" ACCESS DOOR NUMBER OF DOSING CYCLES = 4 TIMES r PER DAY FRAME & COVER H-20 LOADIRG\MMLE DOORS TEE HAWI.ES TIMES TWO SETS = 8 DOSES PER DAY BROUGHT TO FINISH GRADE BROUGHT TO FINISH GRADE - STANi55 STEEL. VOLUME PER DOSE = 875 GALLONS 3" 90' BENDS DIRE% 9.DE RAR SYSTEM FINISH GRADE DEPTH PER DOSE = 9 INCHES 9' x 16' x 0.8 ' x 7.48 gal/cf = 861 GAL/DOSE F�l DESIGN TDH = 15.5 FEET 12" MIN.\36" MAX. COVER BDX DESIGN GPM _ 105 GPM 3" GATE VALVES ° . 2" PVC CONDUIT ,',::•,' _TO CONTROLS 2" TO 3" REDUCER BASED. ON PRESSURE DISTRIBUTION GUIDANCE DOCUMENT 15" ' FROM THE _MASSACHUSETTS DEPT. OF ENVIRONMENTAL PROTECTION 1 INLET - 3/16" PERFORATIONS FOR 2" PVC PIPE TEE PERFORATION FLOW =' 0.65 GPM 10 WEEP 3" PVC DISCHAGE PIPE HOLE 7 PERF'S PER PIPE x 0.65 GPM = 6.4 GPM PER LATERAL 22 LATERALS PER MANIFOLD x 4.59 GPM = 105 GPM 9'-5• ELEVATION DIFFERENCE FROM CHAMBER TO MANIFOLD = 9.5' EMERGENCY STORAGE 6'-6" •. NETWORK FRICTION LOSSES = 3 TDH =9.5'+6' = 15.5' 3 MERCURY USE GOULDS MODEL WS07BF 0.7HP, 230V, 12.3 AMP, 1 PHASE DIA. PUMPS, 110 GPM ® 16 FT TDH FLOAT LEVEL ALARM ON CONTROLS PUMP ON 4" .; PUMP' CHAMBER NOTES: ADJ. GW. 6.2 9' 1. PUMP CHAMBERS TO WITHSTAND H-20 LOADING. SHOREY OR APPROVED EQUAL 3" 90' BENDS - GREASE TRAP DETAIL: NOT To SCALE 4,000 GALLON -_PUMP OFF - O I 0 o I 75,500 LBS + 14,450 LBS = 89,950 LBS > 55,161 LBS INSPECTION SCHEDULE 1. ENGINEER -SHALL: INSPECT WHEN THE REQUIRED EXCAVATION 1S COMPLETE. 2. ENGINEER SHALL INSPECT 22,000 GALLON TANK FOOTING 3. ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A PERCOLATION RATE OF LESS THAN TWO (2) MINUTES PER INCH HAS BEEN PROPERLY DEPOSITED. 16_0. 4. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM AND THE PUMP MECHANISMS HAVE BEEN INSTALLED. n• -o" EXISTING TO REMAIN DUPLEX DOSING CHAMBER PIPING DETAIL - EXISTING DOSING CALCULATIONS: 3" 90' BENDS NO SCALE DESIGN 'FLOW TO CHAMBER = 7,000 GPD REQUIRED EMERGENCY STORAGE ='7,000 GALLONS EMERGENCY STORAGE PROVIDED = 7,000 GALLONS 30 0 HEAVY DUTY OAST RON ALUMDFUM 49' . 54" ACCESS DOOR NUMBER OF DOSING CYCLES = 4 TIMES r PER DAY FRAME & COVER H-20 LOADIRG\MMLE DOORS TEE HAWI.ES TIMES TWO SETS = 8 DOSES PER DAY BROUGHT TO FINISH GRADE BROUGHT TO FINISH GRADE - STANi55 STEEL. VOLUME PER DOSE = 875 GALLONS 3" 90' BENDS DIRE% 9.DE RAR SYSTEM FINISH GRADE DEPTH PER DOSE = 9 INCHES 9' x 16' x 0.8 ' x 7.48 gal/cf = 861 GAL/DOSE F�l DESIGN TDH = 15.5 FEET 12" MIN.\36" MAX. COVER BDX DESIGN GPM _ 105 GPM 3" GATE VALVES ° . 2" PVC CONDUIT ,',::•,' _TO CONTROLS 2" TO 3" REDUCER BASED. ON PRESSURE DISTRIBUTION GUIDANCE DOCUMENT 15" ' FROM THE _MASSACHUSETTS DEPT. OF ENVIRONMENTAL PROTECTION 1 INLET - 3/16" PERFORATIONS FOR 2" PVC PIPE TEE PERFORATION FLOW =' 0.65 GPM 10 WEEP 3" PVC DISCHAGE PIPE HOLE 7 PERF'S PER PIPE x 0.65 GPM = 6.4 GPM PER LATERAL 22 LATERALS PER MANIFOLD x 4.59 GPM = 105 GPM 9'-5• ELEVATION DIFFERENCE FROM CHAMBER TO MANIFOLD = 9.5' EMERGENCY STORAGE 6'-6" •. NETWORK FRICTION LOSSES = 3 TDH =9.5'+6' = 15.5' 3 MERCURY USE GOULDS MODEL WS07BF 0.7HP, 230V, 12.3 AMP, 1 PHASE DIA. PUMPS, 110 GPM ® 16 FT TDH FLOAT LEVEL ALARM ON CONTROLS PUMP ON 4" .; PUMP' CHAMBER NOTES: ADJ. GW. 6.2 9' 1. PUMP CHAMBERS TO WITHSTAND H-20 LOADING. SHOREY OR APPROVED EQUAL 3" 90' BENDS - GREASE TRAP DETAIL: NOT To SCALE 4,000 GALLON -_PUMP OFF ASH OF 41.4& 's C,y 2. 3. RECOMMENDED MANUFACTURER - ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. CIVIL No. 462060 Q, 9F0/STEP s - 6 -��-'O$ BRIA G. Y G4:710 DATE 6' WALLS (TYP.) SITE DEVELOPMENT PLANS 6" SEWER a 4. RAISE MANHOLES TO FINISH GRADE WITH SEWER BRICK AND MORTAR. FROM SEPTIC TANK 1 •' :: 8" a LOCALE TEE UNDER MANHOLE FULL OUTER MORTAR PARGE TO PROVIDE WATERTIGHT SEAL DATE O 1 5. PRECAST PUMP CHAMBER 8" BOTTOM O LOCAL BUILDING AND WIRE CODES. CONNECTIONS SET IN ADJACENT D -BOX DUPLEX ALTERNATING GOULDS BOTTOM ELEV. = 1.67 SUBMERSIBLE GRINDER PUMPS ALARM & CONTROL PANEL TO BE LOCATED AS DIRECTED BY THE OWNER. DUPLEX PUMP MODEL NO. 1GOIIG1DA (2 H.P.) - EXISTING 75,500 LBS + 14,450 LBS = 89,950 LBS > 55,161 LBS INSPECTION SCHEDULE 1. ENGINEER -SHALL: INSPECT WHEN THE REQUIRED EXCAVATION 1S COMPLETE. 2. ENGINEER SHALL INSPECT 22,000 GALLON TANK FOOTING 3. ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A PERCOLATION RATE OF LESS THAN TWO (2) MINUTES PER INCH HAS BEEN PROPERLY DEPOSITED. 16_0. 4. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM AND THE PUMP MECHANISMS HAVE BEEN INSTALLED. n• -o" EXISTING TO REMAIN DUPLEX DOSING CHAMBER PIPING DETAIL - EXISTING DOSING CALCULATIONS: 3" 90' BENDS NO SCALE DESIGN 'FLOW TO CHAMBER = 7,000 GPD REQUIRED EMERGENCY STORAGE ='7,000 GALLONS EMERGENCY STORAGE PROVIDED = 7,000 GALLONS 30 0 HEAVY DUTY OAST RON ALUMDFUM 49' . 54" ACCESS DOOR NUMBER OF DOSING CYCLES = 4 TIMES r PER DAY FRAME & COVER H-20 LOADIRG\MMLE DOORS TEE HAWI.ES TIMES TWO SETS = 8 DOSES PER DAY BROUGHT TO FINISH GRADE BROUGHT TO FINISH GRADE - STANi55 STEEL. VOLUME PER DOSE = 875 GALLONS 3" 90' BENDS DIRE% 9.DE RAR SYSTEM FINISH GRADE DEPTH PER DOSE = 9 INCHES 9' x 16' x 0.8 ' x 7.48 gal/cf = 861 GAL/DOSE F�l DESIGN TDH = 15.5 FEET 12" MIN.\36" MAX. COVER BDX DESIGN GPM _ 105 GPM 3" GATE VALVES ° . 2" PVC CONDUIT ,',::•,' _TO CONTROLS 2" TO 3" REDUCER BASED. ON PRESSURE DISTRIBUTION GUIDANCE DOCUMENT 15" ' FROM THE _MASSACHUSETTS DEPT. OF ENVIRONMENTAL PROTECTION 1 INLET - 3/16" PERFORATIONS FOR 2" PVC PIPE TEE PERFORATION FLOW =' 0.65 GPM 10 WEEP 3" PVC DISCHAGE PIPE HOLE 7 PERF'S PER PIPE x 0.65 GPM = 6.4 GPM PER LATERAL 22 LATERALS PER MANIFOLD x 4.59 GPM = 105 GPM 9'-5• ELEVATION DIFFERENCE FROM CHAMBER TO MANIFOLD = 9.5' EMERGENCY STORAGE 6'-6" •. NETWORK FRICTION LOSSES = 3 TDH =9.5'+6' = 15.5' 3 MERCURY USE GOULDS MODEL WS07BF 0.7HP, 230V, 12.3 AMP, 1 PHASE DIA. PUMPS, 110 GPM ® 16 FT TDH FLOAT LEVEL ALARM ON CONTROLS PUMP ON 4" .; PUMP' CHAMBER NOTES: ADJ. GW. 6.2 9' 1. PUMP CHAMBERS TO WITHSTAND H-20 LOADING. SHOREY OR APPROVED EQUAL 3" 90' BENDS - GREASE TRAP DETAIL: NOT To SCALE 4,000 GALLON -_PUMP OFF ASH OF 41.4& 's C,y 2. 3. RECOMMENDED MANUFACTURER - ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. CIVIL No. 462060 Q, 9F0/STEP 10" - 6 -��-'O$ BRIA G. Y G4:710 DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS .., 4. RAISE MANHOLES TO FINISH GRADE WITH SEWER BRICK AND MORTAR. �..• BOTTOM TANK EL 1.0 ° • "� ' ' •' :: 8" MAY 15, 2008 ISIONS- FULL OUTER MORTAR PARGE TO PROVIDE WATERTIGHT SEAL DATE DESC. 1 5. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH 8" BOTTOM LOCAL BUILDING AND WIRE CODES. CONNECTIONS SET IN ADJACENT D -BOX BOTTOM ELEV. = 1.67 6. ALARM & CONTROL PANEL TO BE LOCATED AS DIRECTED BY THE OWNER. DUPLEX PUMP CHAMBER - EXISTING 7. ALARMS AND CONTROLS ARE TO BE ON SEPARATE CIRCUITS. NO SCALE (11,000 GALLON SEPTIC TANK) USE OUTLET HOLE AS INLET EXISTING TO REMAIN EXISTING TO REMAIN HANDLES GOULDS STAINLESS STEEL DUPLEX SLIDE RAIL SYSTEM CABLE 3" CHECK VALVE GOULDS DUPLEX PUMPS ELEVATION 3" PVC FORCE MAIN 0 DISTRIBUTION BOX DETAIL: AS-ELECTRICIAL CONTROL BOX: ZABEL ORIFICE SHIELD OR APPROVED EQUAL NOT TO SCALE EXISTING TO REMAIN ORIFICE SHIELD TO BE SNAPPED SECURELY INTO PLACE AROUND ALL PERFORATIONS ON EACH LATERAL. SLOTS ON ORIFICE SHEILD TO BE LOCATED DIRECTLY OVER EACH PERFORATION. PLACE SHIELD OVER DISTAL PORT. o ORIFICE SHIELD DETAIL 3" GATE VALVES NOT TO SCALE ISSUED FOR PERMITTING DUPLEX ALTIBLE SEWAGE GOULDS NOT FOR CONSTRUCTION SUBMERSIBLE SEWAGE PUMPS PLAN ASH OF 41.4& 's C,y � BRIAN G.OZ YERGATIAN CIVIL No. 462060 Q, 9F0/STEP 90 t1�� ENG FFSSIONALT��Ax� - 6 -��-'O$ BRIA G. Y G4:710 DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUM SEPTIC DETAILS II MAY 15, 2008 ISIONS- NO. DATE DESC. 1 6/25/08 SITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 B C � G"Ro U P IS 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 Fm FILE: DWG. NO: 5490-02 SHEET 9 OF 12 JOB. N0: 4-8608.01 { 2' TO 4' 5' MIN. PRECAST UNIT 12" CRUSHED STONE BASE BASE DETAILS 5" MIN. �1 1/2" MIN. (TYP.) 3" MI\N. (TYP•/ ALTERNATE ECCENTRIC CONE SECTION 24' SQUARE i--Typ.) N � 48' DIA. MANHOLE ALTERNATE TOP SLAB FRAME AND GRATE PER 8. ALTERNATE TOP SLAB, REINFORCED TO MEET HEAVY DUTY C.I. MANHOLEH-20 LOADING FRAME & COVER ENGRAVED PER CITY/TOWN SPEC. --SET FRAME IN FULL BED OF MORTAR 24" MIN. ADJUST TO REQUIRED GRADE W/MIN. OF 2 OR MAX. OF 5 BRICKCOURSES OR EQUIVALENT z 1" DIA. DROP " DIMENSION WITH REINFORCED Z O FRONT TYPE CONCRETE COLLARS. FM.H. STEPS,W CORROSIONPRECAST REINFORCED CONCRETE Ul RESIST (TYP.) NM.H. CONE SECTION 1 0 r2CLEAR MUNICIPAL STANDARDS N 1PROVIDE "V" OPENINGS MORTAR ALL JOINTS o 8" MIN. - BRICKS MAY BE USED I JOINT DETAILS FOR GRADE 5" MIN. 5" MIN. ?2V'-" MAX OUTSIDE OF PIPE 2 0'1' ADJUSTMENTS. FRAME �I+2" CLEARANCE 1" COVER DIAPIPEwzDIAMETER TO BE SET IN FULL BED OF MORTAR. 3- MIN. CEMENT CONCRETE CLASS 'A' ao F SEE JOINT DETAILS IIS{--- 3 BAR (TYP.) - (IF REQUIRED) ILLPROVIDE "V" OPENING 1-#-3 BAR AROUND OPENINGS z oa 4'-0"f 1" DIAMETER GROUT ALL AROUNDFOR PIPES 18" DIAMETER =UjF Lr iL1-1 2" MIN. PIPE OPENINGSo OUTSIDE OF PIPE / AND OVER, 1" COVER } TO BE PRECASTww �, & 2" CLEARANCE 1-1 /2" MIN. IN RISER SECTION 12" CRUSHED STONE NOTES MORTAR ALL JOINTS 3" MIN. 1. ALL PRECAST JOINTS TO BE T NOTE: 5" MIN.SEALED WITH BUM RUBBER. 5" MIN._"EXTERMINATOR" TRAP IFII -w J PREFORMED BITUMASTICo SEALANT AS SPECIFIED. PRECAST UNIT 2. DESIGN TO CONFORM TO SHALL FILL AT LEAST 75% H-20 LOADING. 1" COVER OF JOINT CAVITY. RUBBER12" CRUSHED STONE 3. CONTRACTOR HAS THE SEE BASE DETAILS 5' MIN. OR "O RING SET IN RECESS. OPTION TO USE ALTERNATE BASE DETAIL TOP SLAB. --12" CRUSHED STONE BASE JOINT DETAILSPRECAST CONCRETE CATCH BASIN PRECAST CONCRETE DMH SCALE- NONE DUMPSTER PAD SCALE: NONE SCALE: NONE —1/2" HOT MIX ASPHALT WEARING COURSE I-1-1/2" HOT MIX ASPHALT BINDER COURSE LOCAL 8' (SINGLE) OR 16' (DOUBLE; BOLLARD BOLLARD A 6' X. (TYP.) a e: e BOLLARD (TYP.) q. a d e d .. e d 4 GATE CONC APRON A PLAN 6'-0" HIGH WOOD STOCKADE FENCE 18", 6" LAYER OF 1-1/2"-2" CRUSHED STONE FENCE (TYP.) BOLLARD (TYP.) (SEE DETAIL) - 2' -0" (TYP.) EXPANSION JOINT NOTE: SINGLE= 8' WIDE PAD FACE OF CURB TO FACE OF CURB DOUBLE= 16' WIDE PAD FACE OF CURB TO FACE OF CURB SEE LAYOUT AND MATERIALS PLAN Cb TAPERED CLEANOUT PLUG w o_ 6" P.V.C. SECTIONS 6" SHORT CURVE P.V.C. PIPE TYPICAL CONC. BACKING BLOCK t2" COMPACTED GRAVEL12"3,000 P.S.I. IN 28 DAYS (TYP) BORROW BASE (M 1.03.0 C) 6" GATE VALVE CAST IRON MANHOLE NEENAH M.J. FITTINGS (TYP.) FINISH GRADE R-4055-6, OR EQUIVALENT J�FOR 6" PVC. PIPE. /\ /CCGDGC./ / .� /� . . 24" SQUARE CONCRETE COLLAR STANDARD DUTY FLEXIBLE PAVEMENT T (3,000 PSI) ALL AROUND rnCONCRETE SUPPORT > 6" P.V.C. PIPE, SDR -35 a 6xfS" D"Y"BRANCH DIRECTION OF RESTRAINED MECH. JOINT FITTING SCALE: NONE FORCE MAIN GATE VALVE SCALE: NONE CONCRETE BACKING AGAINST UNDISTURBED MATERIA WATER MAIN -% d TIE ROD SPOOL F RESTRAINED JOINT TEE SCAL: NONE NUT & WASHER SOCKET CLAMP MJ GATE VALVE WATER MAIN 6" PVC PIPE, (2) 45' BEND SEWER LINE CLEANOUT SCALE: NONE y UNDISTURBE EARTH (TYP; PLAN — TEE AND PLUG L OR Y CROSS COUNTRY FINAL GRADING z EXIST. GROUND a SURFACE CROWN, EXCEPT WHERE OTHERWISE 3'-0' INDICATED OR DIRECTED 6" MIN LOAM AND SEED - COLOR -CODED WARNING TAPE PLACED FULL LENGTH OF TRENCH 10^ 3 COMMON FILL MATERIAL 6LINE (SEE SPECIFICATIONS FOR o COMPACTION REQUIREMEN 1'-8' FOR PVC PIPE 3/4" CRUSHED STONE SHALL BE h ' r PLACED AGAINST UNDISTURBED SIDES AND 0 BOTTOM OF TRENCH TO 6" ABOVE THE CROWN 1'-4' ORMAL EXCAVATION U 5'-0" z FOR RC/HDPE/DI PIPE, 3/4" GRAVEL g OR CRUSHED STONE SHALL BE PLACED 0 AGAINST UNDISTURBED SIDES & J. 6" MINIMUM IN LEDGE PAYMENT LIMITS FOR ROCK EXCAVATION IN LEDGE 2/3 D (8" MIN.) d— `' r, 4' UNDISTURBED X EARTH PLAN — HORIZ. AND VERT. BEND rDl o f 0�1 EARTH TYPICAL SECTION TEES. BENDS AND PLUGS CONCRETE THRUST BLOCK FOR PRESSURE PIPE SCALE: NONE TRENCH Wu 0 Nu /2 'J 12'-0" N ETE PAD ( DETAIL) 1% MIN SLOPE APP,CTED GRAVEL BASE; (M 1.03.0 C) SECTION A—A PAVED PAVEMENT AS REQUIRED COMPACTED GRAVEL AS REQUIRED TRENCH WIDTH, Ws OR Wu SHEETING, IF USED, SHALL BE LEFT IN PLACE, BELOW 12" ABOVE PIPE ;/2 WS SHEETED CROWN, EXCEPT WHERE OTHERWISE 3'-0' INDICATED OR DIRECTED THRU 8^ COLOR -CODED WARNING TAPE PLACED FULL LENGTH OF TRENCH 10^ Vry 3'-6 V-4" 6LINE OF NARROW TRENCH LIMIT SyY�' V-2' 1'-8' FOR PVC PIPE 3/4" CRUSHED STONE SHALL BE h ' r PLACED AGAINST UNDISTURBED SIDES AND rti t BOTTOM OF TRENCH TO 6" ABOVE THE CROWN 1'-4' ORMAL EXCAVATION IPE 5'-0" FOR RC/HDPE/DI PIPE, 3/4" GRAVEL OR CRUSHED STONE SHALL BE PLACED EXCAVATION AGAINST UNDISTURBED SIDES & IN EARTH BOTTOM OF TRENCH TO MID -DIAMETER OF PIPE TRENCH WIDTH, Ws OR Wu D DIAMETER OF PIPE Wu UNSHEETED WS SHEETED 12" AND SMALLER 3'-0' 4' -2 - TRENCH WIDTH DATA SIZEOFJ BRANCH4" 90 & 45 BENDS 22 1/2 & 11 1/4 K L M N 0 THRU 8^ 10" 10^ V -0"2'-0"'—s"10"10" 3'-6 V-4" 2'-0° 3'-6"Y THRU 16"V-0.1'-6" V-2' 1'-8' 1'-8" 3 —10" 2 _10" 1-24" DESC. 1'-4' 2'-0' 2'-6" 5'-0" TEES AND PLUGS BENDS NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM, UNDISTURBED SOIL PROVIDE APPROVED ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ENGINEER. 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM OR OTHER WATER DEPARTMENT APPROVED COATINGS. 3. CONCRETE THRUST BLOCKS POURED BEHIND 3 -WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR HYDRANT DRAINS. ISSUED FOR PERMITTINNOT FOR CONSTRUCTION 90 & 45 BENDS 22 1/2 & 11 1/4 D 4'TO8" 0"T016 24" "TO 8 10"TO1624" X 1'-8" 3'-4" 3'-6 V-4" 2'-0° 3'-6"Y WEST YARMOUTH V-2' 1'-8' 2'-4 1'-0" V-2" 2'-4" BENDS NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM, UNDISTURBED SOIL PROVIDE APPROVED ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ENGINEER. 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM OR OTHER WATER DEPARTMENT APPROVED COATINGS. 3. CONCRETE THRUST BLOCKS POURED BEHIND 3 -WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR HYDRANT DRAINS. ISSUED FOR PERMITTINNOT FOR CONSTRUCTION OF Mgs.�cyG o����jH BRIAN G. c YERGATIAN CIVIL A 9 No. 46206 Q 90F 6G/STEQ'E \�1�A. FSS�ONAL ENG BRI . YE G A DATE PROFESSIONAL ENG EER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE DETAILS I MAY 15, 2008 II NO. DATE DESC. 1 6/25/08 ISITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 9 BNU GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 mgr FILE: DWG. N0: 5490-02 SHEET 10 OF 12 JOB. N0: 4-8608.01 CONCRETE SLAB 4'-0" BRISTLE -BROOM FINISH 2" FINISH GRADE . r �A ti%*, MIN. 6"x 6"-10/10 WELDED WIRE /\ g COMPACTO GRAVEL MESH — \ BORROW BASE:M 1.03.0 C) ../ Ly A CONCRETE WALK 1/2" PREFORMED JOINT FILLER a d e. d END W.W.M. 2" CLEAR OF EXPANSION JOINT EXPANSION JOINT - SECTION A -A CONTROL/EXPANSION JOINT SPACING WIDTH CJ EJ 4' 5' 25' 5' 5' 25' 6' 6' 24' 7' 5' 28' 8' 4'x4' 24' 9' 4.5'x4.5' 27' 10' 5'x5' 30' CJ= CONTROL JOINT EJ= EXPANSION JOINT CONCRETE WALKWAY SCALE: NONE NOTES: 1. WALK TO 6" THICK IF SUBJECT TO VEHICULAR LOAD. 2. PROVIDE EXPANSION JOINTS \\//� / AT MIN. 20 FT O.C. WITH PRE -MOULDED JOINT FILLER. \� 3. PROVIDE CONTROL JOINTS AT 5' O.C. / 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 5. CONCRETE SHALL BE 4,000 PSI -TYPE It. *6. CONSTRUCTION TOLERANCE = 0.57 EXPANSION JIONT NOTES: 1. EJ AT ALL INTERSECTIONS WALKS -EVENLY SPACE CJ BETWEEN EJ. 2. EJ ALONG ALL RETAINING WALLS, STRUCTURES, HANDICAP RAMPS, LIGHT BASES, BENCHES ETC.. USE REMOVABLE PVC SPACER & SILICONE JOINT FILLER. 3. ALONG GRANITE CURB PROVIDE POLYETHYLENE BOND BREAKER & TOOL EDGE JOINT. [CONDUIT TO BE LOCATED PRIOR TO PLACEMENT OF INISH TO CONCRETE BE BRUSHED 2" MIN. 8" 6-x6" #10 CLEAR (TYP•) WIRE MESH 2" a z as °CONIC SLAB- 3000 PSI CONC..- d • a •' cD Rfi 10" GRAVEL BORROW BASE (M 1.03.0 C) (2) #5 REBAR (TYP.) I TRANSFORMER PAD SCALE: NONE GRANITE CURB HOT MIX ASPHALT TYPE VA -4 WEARING COURSE 96" HOT MIX ASPHALT 37" H BINDER COURSE L2 14.50' L' 7.00' n nl nn \ WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) RECOMMENDED DESIGN UNIT DATA STONE BASE Al 6" UNIT HEIGHT 6/25/08 26.5" STONE ABOVE 6. m �j�j.1111111ffl COMPACTED GRAVEL BORROW BASE (M 1.03 0 C) PREPARED FOR: ZHANG ZI QIAN /COMPACTED SU I DEQ/\� 228 ROUTE 28 WEST YARMOUTH, MA 02673 BSU UROUP 349 Main Street Route 28, Unit D W Yarmouth, Massachusetts 02673 508 778 8919 (� 2008 BSC Group, Inc. 3000 PSI CONCRETE 0 10 20 40 rser FILE: DWG. NO: 5490-02 SHEET 11 OF 12 JOB. NO: 4-8608.01 I VERTICAL GRANITE CURB SCALE: NONE L! I HVLV 180 HEADER CHAMBERS 1 STORMCEPTOR 2 RIM=14.60 INV IN=11.90 E' INV OUT=11.80 - - 1,100 S.F. STONE BED WITH (22) CULTEC R-280 UNITS TPP/#6 14.4 OE S 46 °53'3„ 0 E 43' HVLV F-24 STRAIGHT CONNECTOR WITH 6" STONE AROUND CATCH BASIN RIM=14.40 INV OUT=12.00 W CHAMBER MODEL RECHARGER 280 DIMENSIONS L 96" W 37" H 26.5" L2 14.50' L' 7.00' n nl nn IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) RECOMMENDED DESIGN UNIT DATA STONE BASE DATE 6" UNIT HEIGHT 6/25/08 26.5" STONE ABOVE 6. 260 S.F. STONE BED WITH (6) CULTEC R-280 UNITS 256 S.F. STONE BED WITH (3) 7' DIA. DRYWELLS C L * * STORAGE CHAMBERS WHEEL LOADING H-20 ✓ MODEL USED IN THIS DESIGN ❑ RECHARGER 280 (NO SUBSTITUTES) - R- STARTING UNITS - S- STARTING UNITS - I- INTERMEDIATE UNITS - E- ENDING UNITS STORMWATER DRAINAGE CULTEC SYSTEM DETAILS SCALE: NONE NOT TO SCALE 1/2" CHAMFER--\ 1 —"1 X3/4" R io HOT MIX ASPHALT PAVING PRECAST REINFORCED a CONCRETE CURB, 3,000 P.S.I. MIN. STRENGTH, ". 6'-.4 0" STANDARD LENGTH rM. e m 3000 PSI CONCRETE COMPACT GRAVEL BORROW BASE (M 1.03.0 C) 0 2,050± S.F. STORAGE 4" POROUS ASPHALT 4" CHOKER COURSE 3/4" STONE a.; FILTER COURSE 12" MINIMUM SUBBASE " (A.K.A. BANK RUN GRAVEL) RESERVOIR COURSE 18 - 3/4" STONE 1 NATIVE MATERIALS STANDARD DUTY FLEXIBLE PAVEMENT INSTALLATION AND MATERIALS PER POROUS ASPHALT PAVEMENT AND INFILTRATION BEDS DESIGN SPECIFICATION BY UNH STORMWATER CENTER — JULY 2007 L2 L' LENGTH FIRST 2 UNITS EACH ADDITIONAL UNIT * * * DISTRIBUTORS * * * CULTEC, INC. LELAND JONES 878 FEDERAL ROAD 201-948-0234 BROOKFIELD, CT 06804 (203) 775-4416 NONE JNIT CONTRACTOR MODEL TYPE MODELAPPROX WT. 180S 46 PRIOR TO CONSTRUCTION 1801 40 PRECONSTRUCTION SITE VISIT WITH CULTEC OHDS 52 180HDI 44 18Ahnl SITE DEVELOPMENT n nl nn IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) 18OHDE 47 * * * DISTRIBUTORS * * * CULTEC, INC. LELAND JONES 878 FEDERAL ROAD 201-948-0234 BROOKFIELD, CT 06804 (203) 775-4416 NONE JNIT CONTRACTOR TO CALL CULTEC, INC. PRIOR TO CONSTRUCTION TO SET-UP PRECONSTRUCTION SITE VISIT WITH CULTEC RECOMMENDED INSTALLATION OF CONTACTOR RECHARGER 28OHD FOR STORM WATER MANAGFMFNT UNDFR PAVFMFNT DESIGN NOTES: • DESIGN UNIT BASED ON RECOMMENDED METHOD OF INSTALLATION. • CAPACITY OF VOID PROVIDED BY STONE IS CALCULATED 0 40% OF TOTAL VOLUME. • USE HVLV 180 HEADER SYSTEM AS SHOWN ON PLAN VIEW Ri er Concrete Pipe Division STC 450i Precast Concrete Stormceptor (450 U.S. Gallon Capacity) Cover and Grate -b' Ls Grade Adjusters To Suit Fnished Grade P4" :... 8" 4'0 PVC Pipe Min.15'High Varies To ° w/ 4' Cap Match Grade Starmceptar* 9' Insert 4"0 Oil Port Inlet Outlet See Note 2 T T 4"0 Outlet 17" 16' 18" RiserPipe 1 1TOInlet4"00utIeC Min. * Inlet Outlet Down Pipe Riser Pipe (Removable) a. 48"0 5, * HRegmred Notes: NOTE - 'SLOPE TOLERANCE FOR CONSTRUCTION = t 0.50% a° TOp a. QOM Sid; ®pq Re o� i a a lyg4 P a a 6" x 18" VERTICAL a ° GRANITE CURB 1)/ a ° 4O 3'-0" MIN. LENGTH TRANSITION PIECE SLOPED GRANITE EDGING Insert Tee Here I (roe Opening to Face Side Wall) CURB TR A N_ S I TI 0 N Plan View SCALE: NONE 1. The Use Of Flexble Connection is Recommended at The Inlet and Outlet Where Applicable. ISSUED FOR PERMITTING 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, NOT FOR CONSTRUCTION #5498331, 15725760, #5753115, #5849181, #6068765, #6371690. 4. Contact a Concrete Pipe Division representative for further details not listed on H 0f M4 G� �o BRIAN G. T YERGATIAN v CIVIL NeA6206`0 X90 9Fo1STEP �Q FFSSION AL ENS'\ 6 BRIAN YERGA N DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE DETAILS II MAY 15, 2008 NO. DATE DESC. 1 6/25/08 ISITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 BSU UROUP 349 Main Street Route 28, Unit D W Yarmouth, Massachusetts 02673 508 778 8919 (� 2008 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rser FILE: DWG. NO: 5490-02 SHEET 11 OF 12 JOB. NO: 4-8608.01 BACK OF SIDEWALK -'--'::-SIDEWALK;:,_ LIMITS OF CONCRETE RAMP SVEL LANDING" 1.5% (MAX.) tOADWAY DOWNGRADE ""W alut IKANSITION PLAN #10 6"x6" WWM 157 CONCRETE TOP, SEE CONCRETE COMPACTED GRAVEL - WALKWAY DETAIL BORROW BASE, SEE CONCRETE WALKWAY DETAIL SECTION A -A SCALE: NONE m O Y 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) URB UNE IP(MAX)T �C1 /4 L ( / ROADWAY 3'-0" 2'-0"0* O w0 ANCHOR BOLTS PER MANUFACTURER SPECIFICATIONS w 0 LA Mir 0 2� I I I FlNISHED- GRADE FROM GROUND ROD, BOND TO GROUND d Z e LUG WITHIN POLE BASE W/8" RIBBON BRAID GROUND CONDUCTOR. II a 4 - #4 REBARS VERTICAL WITH #3 z oI ° SPIRAL TIES. TRIPLE LOOP AT TOP & To a BOTTOM, 6" INTERMEDIATE SPACE, MIN. 2" CLEAR ALL AROUND.* 0 1 ELECTRICAL CONDUIT in , SWEEPS - AS REQUIRED 3000 PSI CONCRETE ." �-COMPACTED THROUGHLY COMPACTED GRAVEL BORROW BACKFlLL (6" UFT a 95% COMPACTION) m - GROUND ROD a�iT ,y COMPACTED SUBGRADE * TYPICAL DIMENSIONS/REINFORCING. [PROJECT MANAGER TO CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE PLACING ON PLANS.] FOR USE IN LAWN AREAS CAST -IN-PLACE LIGHT STANDARD FOOTING -- _FLUSH SURFACE SCALE: NONE c r GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER - GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL & PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, NON -REFLECTIVE VINYL 12" O v SPECIAL PLATE REQUIRED UNAUTHORIZED VEHICLES MAY BE REMOVED AT OWNERS EXPENSE 0 �SIDEWALKZ':, oI"M REVEAL CURB 2.35" M N • PLAN , Ory �•i i- 0.5 � ELEVATION C DETECTABLE WARNING STRIP 2'x2' GAIN. STEEL TUBE SET IN 30' I CONCRETE BASE m APPROX. 12" DIAX N* \\ FINISHED GRADE 30' DEPTH ° VAN ACCESSIBLE o ACCESSIBLE PARKING PAVEMENT MARKING SYMBOL 12" NOTE: ACCESSIBLE SYMBOL SHALL BE TRAFFIC PAINT AND ACCESSIBLE SIGN & POST CENTERED IN STALL (VISITOR SIGN & POST T,(P.) PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SYMBOL & ACCESSIBLE PARKING SIGN ACCE`. SCALE: NONE SCALE: NONE I CURB TRANSITION LENGTH FOR RAMPS _WHEELCHAIR ROADWAY PROFILE GRADE (%) HIGH SIDE TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6- >0 - 1 7'-8" >1 - 2 9'-0" >2 - 3 11'-0" >3 - 4 14'-0- >4 15-0" MAX NOTES: 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = t 0.50% 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.57. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL, BE GRADED TO PREVENT PONDING. 2' ANCHOR BOLTS PER MANUFACTURER SPECIFICATIONS 3 t�PAINT BASE YELLOW FINISHED GRADE - " FROM GROUND ROD, BOND TO GROUND z Z a 71LUG WITHIN POLE BASE W/8' RIBBON - BRAID 'GROUND CONDUCTOR. ° 0 4 - #4 REBARS VERTICAL WITH #3 1 < SPIRAL TIES. TRIPLE LOOP AT TOP.. & z n BOTTOM, I6" INTERMEDIATE SPACE, ,MIN. ° 2" CLEAR ALL AROUND.* ELECTRICAL CONDUIT T11 aSWEEPS - AS REQUIRED 3000 PSI CONCRETE AlCOMPACTED .COMPACTED-THROUGHLY COMPACTED GRAVEL BORROW BACKFILL (6" UFT 95%COMPACTION) GROUNDROD > -1 SUBGRADE * TYPICAL DIM ENSIONS/REINFORCING. [PROJECT MANAGER TO CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL CONDITIONS, POLE. HEIGHT AND FIXTURE SME BEFORE PLACING ON PLANS.] FOR USE IN PAVED AREAS GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER -GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL ` AND PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, 'ARKIN NON- REFLECTIVE VINYL 2"x2' GALVANIZED STEEL TUBE WITH CAP, AS PER SPECS 2"x2" GALVANIZED STEEL TUBE WITH CAP, AS PER SPECS SIGN WASHER AND 3-1/2" X 5/16' GALVANIZED STEEL MATERIAL VARIES, SEE BOLT WITH NUT AND WASHER MATERIALS PLAN, FINISH GRADE VARIES, SEE GRADING PLAN 12" DIAMETER X 24" CONCRETE FOOTING, 3000 PSI COMPACTED SUBGRADE GUTTER SLOPE MEASURED ALONG FACE OF THIS CU DETECTABLE WARNING PANEL ..................................."LEVEL.. .77 LANDING" 1.5% (MAX.)' LIMITS OF CONCRETE RAMP 0 OR LOW SIDE BACK OF SIDEWALK ° q a SLOPE FODRAINAGE >1 - 2 9'-0" A+ 11'-0" 7�CONC. CURB o 0000, A y 15'-0" MAX (BARNSTABLE COUNTY) g WARNING PANEL .e .. CUTeRAMP� d 00000 DATE Q °4 a L S� 'o i o SLOP .. ° °° ". 0000°00 RAMP OPENING SIDEWALK 7.5% (MEA ) X SIDEWALK 'v SLOPE , 7.5% MAX 00000 00000 0 v 7.59,' (MAX) � d . ° e e d 00 3.3' MIN. OPENING PREPARED FOR: a e ° 4 0000 00 (1/4 " MAX LIP) 00000 228 ROUTE 28 Illllilllllllllll lllll111111111111111111111,L .... 349 Main Street ° a 6 GRASS OR OR L GRANITE TRANSITION CURB . ..e .. . BUILDING, ETC. 'L. CURB / HIGH SIDE TRANSITIO .N A TRANSITION 5'-0" MIN.) CURB EDGE OF ROADWAY (SEE TABLE 6'-6" MIN. PLAN L .:.. PLAN 2.35" 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) SIDEWALK CONC. CURB 1.5% CUT RAMP 7.59,' (MAX �-: 5-' (MAX) `M" O 1/4" LIP (MAX) ROADWAY PLAN CONCRETE TOP `ti SEE CONCRETE WALKWAY DETAIL COMPACTED GRAVEL 10 6"x6" WWM 05" BORROW BASE, SEE it CONCRETE WALKWAY DETAIL I 09, SECTION A -App ELEVATION ACCESSIBLE CURB RAMP (ACR) TYPE 1p: - DETECTABLESTRIP WARNING SINGLE DIRECTION WITH LEVEL ENTRANCE SCALE: NONE 4-O" MIN. 110 6"x6" WWM 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) n �i 9.55" 1.5%- 7 g(AIA X1/4" LIP (MAX) PLAN / BROADWAY ry CONCRETE TOP, COMPACTED GRAVEL SEE CONCRETE BORROW BASE, SEE WALKWAY DETAIL CONCRETE WALKWAY DETAIL SECTION A -A nvvL_. SCALE: NONE io t N i� I N 8.54- II ---i 1" 5" f -1'-10"-+i 'As LENGTH AS REQUIRED (SEE STRIPING PLAN) 6' (TYP.) '''�{ I f Ir` 2' 1' ( ) (TYP.) I 318. IYP. -100 1S" -L ONE :[2'-0' : �8» 1'-0" Oj WHITE PAINTED 0 1 �� , �2'-0' N T STOP LINE 4" WHITE PAINT 4" WHITE PAINT (TYP.) 4' NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS O• 0.5" N ELEVATION DETECTABLE WARNING HANDICAP ACCESSIBLE RAMP VAN ACCESSIBLE PARKING SIGN (TYP.)- CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE M LIMITS OF CONCRETE RAMP 0 OR LOW SIDE BACK OF SIDEWALK >0 - 1 "LEVEL LANDING" 1.5% (MAX.) >1 - 2 9'-0" >2 - 3 11'-0" SLOPE FOR DRAINAGE A DETECTABLE >4 15'-0" MAX (BARNSTABLE COUNTY) SITE DETAILS III WARNING PANEL PEUIqIONS: SIDEWALK DATE d 2 °4 a 6/25/08 OQ�dL* SLOP `T a e ° SLOPE SIDEWALK 7.5% (MEA ) X . ?� . aw 7.59,' (MAX) ° PREPARED FOR: ZHANG ZI QIAN ao`Gi'n•P O 228 ROUTE 28 WEST YARMOUTH, MA 02673 BSC GROUP 349 Main Street ° a 6 REVEAL CURB / r TRANSITION CURB . ..e .. . FILE: DWG. NO: 5490-02 / HIGH SIDE TRANSITIO .N A TRANSITION 5'-0" MIN.) CURB EDGE OF ROADWAY (SEE TABLE 6'-6" MIN. ROADWAY DOWN GRADE LOW SIDE TRANSITION PLAN 4-O" MIN. 110 6"x6" WWM 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) n �i 9.55" 1.5%- 7 g(AIA X1/4" LIP (MAX) PLAN / BROADWAY ry CONCRETE TOP, COMPACTED GRAVEL SEE CONCRETE BORROW BASE, SEE WALKWAY DETAIL CONCRETE WALKWAY DETAIL SECTION A -A nvvL_. SCALE: NONE io t N i� I N 8.54- II ---i 1" 5" f -1'-10"-+i 'As LENGTH AS REQUIRED (SEE STRIPING PLAN) 6' (TYP.) '''�{ I f Ir` 2' 1' ( ) (TYP.) I 318. IYP. -100 1S" -L ONE :[2'-0' : �8» 1'-0" Oj WHITE PAINTED 0 1 �� , �2'-0' N T STOP LINE 4" WHITE PAINT 4" WHITE PAINT (TYP.) 4' NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS O• 0.5" N ELEVATION DETECTABLE WARNING HANDICAP ACCESSIBLE RAMP VAN ACCESSIBLE PARKING SIGN (TYP.)- CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE M TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6- >0 - 1 7'-8- >1 - 2 9'-0" >2 - 3 11'-0" >3 - 4 14'-0" >4 15'-0" MAX NOTES: 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = t 0.50% 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE FXCLUDING CURB RAMPS SHALL BE 57. Z THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.57L 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. IYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE (%) HIGH SIDE TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6" >0 - 1 >1 - 2 PROFESSIONAL ENGINEER >2 - 3 11'-O" >3 - 4 IN >4 15'-0" MAX NOTES: 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = t 0.50% 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 57 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. HANDICAP PARKING I SIGN (TYP.) ( / 4" WIDE TRAFFl V PAINT WHITE LINES (TYP.) TRAFFIC PAINT -3--o- (TYP) ACCESSIBLE - PARKING 1 SYMBOL (TYP.) k /\ 4' TO END v OF PARKING SPACE CURB (VAN'' -"CE) 8,_O, (VAN'SPACE) PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SPACE ISSUED FOR PERMITTING SCALE: NONE NOT FOR CONSTRUCTION �3f1 Of c YERGATIAN CIVIL H ,0 9 No. 46206 C Q - 9�.r BRIAN G. YERGATIA DATE PROFESSIONAL ENGINEER SITE DEVELOPMENT PLANS 228 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE DETAILS III MAY 15, 2008 PEUIqIONS: NO. DATE DESC. 1 6/25/08 SITE PLAN REVIEW REQ. PREPARED FOR: ZHANG ZI QIAN CAPE COD SUPER BUFFET, INC. 228 ROUTE 28 WEST YARMOUTH, MA 02673 BSC GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 reer FILE: DWG. NO: 5490-02 JOB. N0: 4-8608.01 SHEET 12 OF 12