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0339 CHURCH STREET - Health (3)
REVISIONS - BOX DETAIL (H-10 500 GAL. LEACHING CHAMBER No. DATE DESCRIPTION T PLT DATA 1 ,500 GALLON SEPTIC TANK H 10 DISTRIBUTION SOIL TES NOT TO SCALE NOT TO SCALE NOTE 1 11-16-09 # BEDROOMS NOT TO SCALE NOT TO SCALE 5' DIA. KNOCKOUT (IYP.) SEASONAL HI GROUNDWATER- NO ADJU TMENT REMOVABLE 3. TEST PIT ._.#1__ TEST PIT _� 1. SEPTIC TANK SHALL BE STEEL RONFORq� CONCRETE. MIN. 20' DIA. COVER, TYP. 2" WALLS COVER F 1. ONE ACCESS COVER PER Q Q C�O C� Q C1 D I�Q SYSTEM SHALL BE RAISED GRD. PI 88•6 GRD. EL 88-8 - DEPTH TO OBSERVF�D WATER 10•0 - Z SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 RAISE (2) TO WITHIN 6" OF FINISHED ; . �. Q Q Q Q Q Q Q Q Q Q Q TO FINISH GRADE. 79.0 79.7 INDEX WELL SDW 252 LOADING. GRADE USING SEWER BRICK AND SHGW EL --- SHGW EL. _.--- ----- 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION MORTAR AS NECESSARY Q Q Q Q (�C7 0 Q O Q O 2. CHAMBERS SHALL BE WATER LEVEL RANG ZONE B_ SHALL BE WATERTIGHT. 9-1/2" 500 GALLON LEACHING GENERAL NOTES: A A DEPTH O INDEX WELL (7/06) 46.5' 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED K 6" MAX O O " Q Q Q Q Q M Q Q Q M 0 BY SH L, MANUFACTURED LOAMY SAND LOAMY SAND � "THIN 12' OF TANK WALL AND ACCESSIBLE FROM TAN �L Q Q Q Q Q t�Q Q Q Q O BY SHOREY OR APPROVED 1. THIS PLAN IN ONLY INTENDED FOR THE 11-1/2 EQUAL DESIGN AND CONSTRUCTION OF THE 10YR 5 2 WATER LEVEL ADJU,TMENT 0.9 COVER. 10YR 5/2 18' B / 20" DEPTH TO ADJUSTEb WATER 9.1' 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. f , , . 1. DIST. BOX TO WITHSTAND . DRIVES LOADING B � 6. IF ANY PORTION OF THE GROUND SURFACE ABOVE UNLESS UNDER PAVEMENT. DRIVES OR SEWAGE DISPOSAL FACILITY. LOAMY SAND LOAMY SAND TANK WALL BE SUBJECT TO VEHICLE LOADS, AN H-20 4" TRAVELED WAYS WMERON H-20 LOADING 8'-6" 2. ALL CONSTRUCTION METHODS AND 10 5/8 10YR 5/8 SEPTIC TANK SHALL BE REQUIRED. 2 BOTTOM ON LEVEL SHALL APPLY. r 12-36" COVER OBSERVATION LOAM AND SEED MATERIALS SHALL CONFORM TO 310 CMR • 42' • -�` STABLE BASE FPORT ALL DISTURBED AREAS 15.000 AND YARMOUTH BOARD OF EL a 85.6 EL 85•3 6' MINIMUM 2 PROVIDE INLET TEE OR BAFFLE WHERE TEST PIT 3- TEST PIT 4 10'-6' HEALTH REGULATIONS. KNOW. � 3/4 TO 1-1/2 SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR ClCl GRD. EL. 89.1 GRD. EL. 88.9 " �D. SECTION VIEW CRUSHED STONE IN PUMPED SYSTEM. 3• PRIVATE ARE NO LOCATED WITHIN OR N FT. SANDY LOAM SANDY LOAM N A N A 10_0 3' • 10YR 6/6 SHGW EL _/A SHGW EL. _-L--- 3. FIRST TWO FEET OF PIPE OUT OF' DIST. 2 LAYER OF WA TO 72• 10YR 6/6 4 MIN. BOX TO BE LAID LEVEL OF THE PROPOSED LEACHING FACILITY. r- / 1/2' DOUBLE WASHED A A PRECAST SEPTIC TANK i 4. ALL PIPE CONNECTIONS AND CONCRETE Q Q STONE ABOVE CROWN 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL 90 LIQUID DEPTH 5-8 LOAMY SAND, LOAMY SAND (SHOREY OR APPROVED EQUAL) 4_6 LOCATE CONSTRUCTION SHALL BE WATER111GHT. Q Q 0 0 OF PIPE • TOPSOIL. SUBSOIL AND OTHER 1OYR 5/2 _ _ 90• ELBOW ON INLET TEE (5) 5 DIA. EFFECTIVE 3 5. IF AN OVERDIG IS SPECIFIED, REPLACE 10Y ,OYR 4/2 15„ ' 15 I - UNDER COVER " 13 KNOCKOUTS 5. FILL.ALL UNUSED KNOCKOUTS WITH MORTAR. �" DEPTH Cl C7 Q C] Q /4 TO 1-1/2 UNSUITABLE MATERIALS. C2 C2 5_8 OUTLET TEE 3 I / DOUBLE WASHED COARSE SAND COARSE SAND B B I - _ - 3' �• 6. DISTRIBUTION BOX SHALL BE EQUIPPED WITH Q Q Q Q Q ALL EXCAVATED MATERIALS WITHIN THE Z5Y 7/3 2.5Y 7/3 LOAMY SAND LOAMY SAND STONE TO CROWN 10YR 4/6 10YR 4/6 ' • • r , ' L LJ NOMORE THAN 6 INCHES BELOW GRADE 4-10 / ` OF PIPE LIMIT OF EXCAVATION WAni CLEAN 116' �- 110w 36 GRANULAR SAND, FREE FROM ORGANIC • GEOTEXTILE FABRIC MATERIAL AND DELETRIOUS SUBSTANCES. �- ,26' = 120 " I 21. 12-10 MAY BE USED IN LIEU OF MIXTURES AND LAYERS OF DIFFERENT 132" 6 MINIMUM CROSS-SECTION VIEW 1�- _ DOUBLE WASHED STONE = 77.6 132 EL = 77•8 PLAN VIEW 3/4' TO 1-1/2" PLAN CROSS-SECTION CLASSES OF SOIL SHALL NOT BE USED. CRUSHED STONE FILL SHALL NOT CONTAIN ANY MATERIAL 600 LARGER THAN 2 INCHES. A SIEVE C C SANDY LOAM SANDY LOAM DESIGN C A LC U LA TI 0 N S ANALYSIS USING A + SIEVE SHALL BE DAIS; AUGUST 14, 2006 10YR 7/3 10YR 7/3 N MA PERFORMED ON A REPRESENTATIVE TOWN OF BARNSTABLE REQUIRES AS-BUILT TOP OF CONCRETE BOUND SAMPLE OF FILL UP To 457E BY WEIGHT TEST BSC GROUP, INC. ELEV.=86.63 (ASSUMED DATUM) 150 FT. CERTIFICATION. SOIL EVALUATOR SHALL \ CB/DH SETBACK FROM DESIGN FLOW: MAY BE RETAINED ON THEN SIEVE. WITNESSED BY: DONALD DESMARAIS, R.S. INSPECT BOTTOM OF EXCAVATION PRIOR TO PRIVATE WELLS THAN ANALYSES AL M DEMONSTRATE INSTALLATION OF LEACHING FIELD. �\ � FND ' THAT THE MATERIAL MEETS EACH OF THE P R� C. RATE: 2 MIN./INCH \ 4 BEDROOMS ® 110 GPD BDRM = 440 GPD INSPECT THE COMPLETED -.� \ / FOLLOWING SPECIFICATIONS: SOIL EVAWATOR: MARK DIBB, P.E. _ ENGINEER SHALL \ VACANT LAND / 100% MUST PASS #4 SIEVE EL - 7s•3 = 130' EL a 77.9 - 132" SYSTEM PRIOR TO BACKFILL. \ 107G MUST PASS /50 SIEVE SaL CLASS' CLASS I / REQUIRED SEPTIC TANK: 0-20% MUST PASS f10o SIEVE 0.74 GPD/S.F. \ \ \ \ / 440 GALLONS X 200% = 880 GALLONS 6. EXISTING UTILITIES WHERE 0-5X MUST PASS �SHOWN ON THE 200 SIEVE TEST RANGE SEASONAL HIGH `\ ,� PLANS ARE APPROXIMATE. THE ENGINEER ��% PERCOLATON - \ \ SEPTIC TANK PROVIDED = 1,500 GALLONS GROUNDWATER I \ \ \Oyw \ DOES NOT GUARANTEE THOR ACCURACY UNSUITABLE \ / \ OR THAT ALL SUBSURFACE STRUCTURES MATERIALS _y OBSERVED S� K v \ N/F SIZE OF LEACHING FACILITY REQUIRED, ARE SHOWN. CONTRACTOR SHALL VERIFY TO BE REMOVED) - GROUNDWATER SET ? �. , \ .� TOWN OF BARNSTABLE THE SIZE, LOCATION AND ELEVATION OF ( 6 R ._ -----9 0 \ '� ASSESSORS MAP 177 DESIGN PERC. RATE: 2 MIN/INCH INVERTS OF UTILITIES AND STRUCTURES, _ 2 tiw \ ti ��• \ PARCEL 001 � ..::. _\,� p\ s \ LONG TERM APPL. RATE: 0.74 GPD/S.F. WITHIN THE LIMIT OF WORK, PRIOR TO THE \ 40 GPD _ 0.74 GPD SF = 595 S.F. START OF CONSTRUCTION. IF ANY UM 4 / / DISCREPANCIES ARE DISCOVERED OR FIELD \ npyw \ CHANGES\� , THE CONTRACTOR SHALL NOTIFY THE ENGINEERIMMEDIATELY. t� .':' ��� (P SIZE OF LEACHING FACILITY PROVIDED. VERTICAL DATUM: ASSUMED •�--90 py \ �euC \ \ THE CONTRACTOR SHALL BE w W \ 7• FOR PROPERLY COORD N TING THE RESPONSIBLE co �� 0 \ 40 �\ USE (3) 500 GALLON CONCRETE CHAMBERS W . .."�•'• �"'�F� \ = 2 33.5' + 12.83' 2 = 185 S.F. PROPOSED CONSTRUCTION ACTIVITIES WITH BENCH MARK SET: TOP OF CONCRETE BOUND SIDEWALL AREA ( )( ) DIG-SAFE AND THE APPLICABLE UTILITY � 15o Fr. . .. . . ' �. - ELEV.=86.63 SETBACK FROM °° o , 6�3?' U \ AREA - 33.5' X 12.83' = 429 S.F. COMPANIES, AND SHALL COMPLETE THE Q" PRIVATE WELLS OQ� c ` BOTTOM PROPOSED WORK WITHOUT ANY Nw .•••.•.•. , ,I Nw� � \ 614 S.F. TP-2 \ 08 ,\� \ \ INTERUPTIONS IN SERVICE. I �3 0 w \ \ 614 S.F. X 0.74 GPD/S.F. = 454 GPD 8. CONTRACTOR IS REQUIRED TO NOTIFY C69 RESERVE ��\ \ DIG-SAFE, PER MASS. STATUTE CHAPTER O \ SYSTEM PROFILE $ ::. ' '.' / $ I / 0y� 82, sCTION 40 (,-888-344-7233) A o . b .... . 50V GALL \��\•` NOT TO SCALE $ \ LEACHING CHAM�YP x rP-3 , / � _ \ _. _r ,� . MINIMUM OF 72 HOURS.PRIOR TO THE .) OBSERV START OF CONSTRUCTION. f ... PORT o VARIANCES REQUESTED \ `` \ 9. THIS SYSTEM IS NOT DESIGNED FOR THE EDGEIOF S .., _ / 90 �-'' \ \ HW \ e USE OF A GARBAGE GRINDER. v �/ TP-1 0 INSTALLATION OR USE OF A GARBAGE EL-A FIRST PIPE LENGTI� TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL ... .. .. . I o \ NONE GRINDER AT THIS PROPERTY IS NOT 1 ALLOWED PER 310 CMR 15.240(4). EL=90.5t 6" OF FINISHED GRADE FOR MIN. 2 FINISH GRADE ` NN D-BOX , J =8 -9 \' �O J -4 APPROX. / 4 PVC SCH 40 \92 N \ .. . •.9q.....•. •.. 1, GAL LOCATION OFC DH " � SEPTA K o '' _ CONCRETE SET LOCUS _INFORMATION SCH 40 4" PVC SCH 40 LEACHING CHAMBER \ 4i 0 \� O 0000000000 :::: .:::::::::: N \ r BSC GROUP ` I=B I-D I=G c o c o 0 0 o c c o \ DRIVEWAY'.'.'.'.'.'.'• 9 . . .. . . . . . . . . . . . • ` I / CURRENT OWNER: JANET & TODD PRADA lac I=F H 93 ry � ••�••.••�•�_•.�. .• , , . ..•. 349 Route 28, Unit D 5 \. `ry •• AGE ` / TITLE REFERENCE: BOOK 19164, PAGE 51 W.Yarmouth, Massachusetts DIST. BOX 5.3' SEPARATION ? SLAB v / 02673 SEPTIC TANK �� ::: ,-91 / PLAN REFERENCE: BOOK 191, PAGE 61 508 778 8919 EST. HIGH GROUNDWATER \ / /� / PROP%P / 0 ASSESSORS MAP: 153 Q 2009 BSC Group, Inc. i �BWE�WRGOM O PARCEL 10 T.O.F.-91� `�, � / ZONING DISTRICT: RF PROJECT TITLE: APPROXIMATE LOCATION / / \ N F / / OF EXISTING WELL (FIELD / \ JANET & T DD PRADA �Q p / SETBACKS: FRONT 30' SCHEDULE OF ELEVAT IONS LOCATED ON / ry ASSESSORS MAP 153 / g��/ REAR 15'SIDE 15' DESIGN FOR NOT VISIBLE)BY OWNER. / � / � PARCEL 10 /91\ / MINIMUM LOT SIZE: 87,120 S.F. NEW SEWAGE yt � / 43,700tS.F. TOP OF FOUNDATION 91.50 A Z� / .-- / / / EXIST. TOTAL LOT AREA: 43,700t S.F. DISPOSAL SYSTEM „ � / NITROGEN SENSITIVE 4 INVERT AT BUILDING 88.,00 B / o, / / 3 � P � ZONE: NOT A ZONE II 4" INVERT AT SEPTIC TANK (IN) 87,80 C / / '� FEMA FLOOD " 7„ p / ti� ZONE DISTRICT- ZONE "C" AS SHOWN ON #339 4 INVERT AT SEPTIC TANK (OUT) 8 .55 � /� / / 4" INVERT AT DIST. BOX (IN) 87.,35 E , / / COMMUNITY PANEL 250001 CHURCH STREET / /,..-.� 3 \ / / 0011 D DATED 7/2/92 4" INVERT AT DIST. BOX (OUT) 87.18 F / // -so\ / /°' / OVERLAY DISTRICT: AP BARNSTABLE INVERTS AT LEACHING FACILITY: / \ M ASSACH U SETTS APPROXIMATE LOCATION OF 4" INV. AT LEACHING CHAMBER 87.00 G (BREAKOUT 87.5) 3 +� EXISTING LEACHING PITS LOCUS MAP / / � q INFORMATION OBTAINED FROM .-�'� �-89 l �'� RECORD PLANS ON FILE WITH THE NOT TO SCALE ELEVATION AT BOTTOM OF CHAMBER 85-00 H S/N / / BARNSTABLE HEALTH DIVISION SEASONAL HIGH GROUNDWATER 79.70 J SET / °� N PREPARED FOR: DUNHILL COMPANIES, LTD 776 MAIN STREET SUZANNE/DRISCOLL �64• / / 4 LOCUS OSTERVILLE, MA 02655 ASSESSORS MAP 153 OOOp+� (508) 420-9222 PARCEL 011 \ PROPOSED / CEDAR ST WELL N/F \ CHURCH ST J'y DATE: NOVEMBER 10, 2009 HOF � � \ ! ASSESSORS CARL A. OMAP 0176 I \ PAN£ sr 4J, COMP. DESIGN: B. YERGATIAN s A. `3665• / PARCEL 007 g CHECK: K. HEATY AL AN O DRAWN: P. HAGIST 9d NoSTtiP� � PLAN VIEW � � �� FIELD: P. HAGIST �FSS�ONALENG\� 1" = 20 FEET FILE NO. 4869301-SEP.DWG SCALE. I/ D � z< � S/N 49 �c� DWG N0. 5560-02 0 10 20 40 FT. JOB NO. 4-8693.01 '�T 6 i i I GAS SERVICE BY NEW 6" CLDI FIRE SERVICE LOCAL GAS COMPANY. BY COMM FIRE DISTRICT CONTRACTOR TO FIELD VERIFY EXACT LOCATION - NEW 2" DOM. WATER SERVICE GAS SERVICE BY - ~- DOWNSPOUTS BY COMM FIRE DISTRICT _ - LOCAL-GAS-COMPANY. EX. GV 1 p/�pp INV. OUT "NP 257\1 CONTRACTOR TO FIELD 11 STRUCTURE # VERIFY _EXACT LOCATION 1 _ W 'D�� ----- - 2'IRRIGATION STUB FIRE`D-EPARTMENT oil OR FUTURE USE CONNECTION - DS #1 37.00 29.66 APPROXIMATE LOCATION UP NETBcT 2 � IY�A � �0 BE _ _r PROVIDED BY OWNER v� " WATER MAIN W__� , UP NEW 23 DS #2 35.47 27.36 OF EX. 6" WATER MAIN W - W _ - W W - - 'GV (2 1` DS #3 33.10 25.11 - - - - W-- - W - - GV_-_-_ - - -n GAS METER BY W- - - � DS 29 2 24.62 - ----- - W - - ld LOCAL GAS " " ` - ` 0 _ - ld ld "77 ' ld B 4 COMPANY _ #4 71d < ` ` DS #5 27.00 24.24 TYP.- (2) 4- SCH-40 PVC - E GCO 1.=2621 1 FOR FUTURE IRRIGATION CO DS #6 27.00 23.01 (24" BELOW GRADE) E 1.=21.97 _ S , . . pS#g ''FO' `"ti ,V 1 _ -- # 26 30 22.19 mm G CO DS z` J 6S#7 .�.° 3 SOIL ABSORPTION SYSTEM TP#4 6" P�� L-26.33 GCO °. DS #8 C0.3 12.83'(L)x37.5'(W) ' : , .6"..PVC_ DS #936.50 33.50 1.=19.89 e 1 • • GCObS#9 f ' � W 1 • r 4".SCH-40 PV • r✓ DS 110 37.00 33.5 6 DISTRIBUTION FOR FUTURE IRRIGATION CO-3 BOX • S 4" PVC .(24 BELOW GRADE) a... \ \ ��SN Of MA TP#1 S 4" PVC DS 6 ���� ti 0 Q S •• • 10 S-3 " o SMH#1 DS 1`0 v� C � PHE b , 4' Pvc c -; CA TCH BASINS G IL .RCIa� o l PVC c TP 3 RESERVE AREA = , ,.. -- - , RIM INV. OUT 1STFR� # 0 2 1,500 GAL -'"` e. STRUCTURE m C0.3 SEPTIC TANK ° DS#5 --" ' 1:=26.06 11 ELEV. ELEV. FS lDkA� Q p TYP PVC 1.=23.56 --r`l 1 1" CB #1 22.45 19.45 TP#2 cn FOOTING DRAIN GARCIA•GALUSKA•DESOUSA v_1 =25.87 y 11 CB #2 27.61 24.61 CONSULTING ENGINEERS INC. 370 FAUNCE CORNER ROAD, DARTMOUTH. MA 02747-1217 S#4 508-998-5700 FAX 508-998-0883• E-MAIL info09 g d.com Q G7 7 W -GAS .METER BY LOCAL/GAS- COMPANY DRAINAGE MANHOLES 12" D.f. Q L=24 96 _ l °e a STRUCTURE # RlM INV. IN IN IN INV. IN INV. OUT ELEV. ELEV. ELEV. ELEV. ELEV. D3 pS#1 - 36" HDPE 12" HDPE D = HEADER PIPE 12" HDPE DMH 2 S 6" PVC ;�, �B=� ��GCO DMH #1 27.20 (WQS�1) (DMH#2) - 1s.o2 DMH1 0 D_#2 ° 1 19.06 24.57 24.19 19.06 18.56 D , OS DMH #2 27.31 CB 1 (CB#2) (RD1, 2, 3) (DMH#1) TO WQS1 7. 00.3 SUBSURFACE INFILTRATION • • BED 56'(L)x33.85'(W) PVC x .,,f$w::-lDS MWRA INTERCEPTOR 0 1.=25.19-�� 11 • REFER TO PLUMB. DWG'S I • � ( W 1 GCO l 1.==26.88 �' J^ APPROX. LOCATION OF WATER QUALITY STRUCTURES - PL EX. VERIZON DUCT BANK _ STREET ,` STRUCTURE , EREV. I ELEV. ELEV. I ELEV. T - 4 8 "" ROVE WQS #1 27.00 18.53 18.28SOMERV � LLE ,, MA - P1- GARAGE WASTE -o VALVE BOX TIGHT TANK- SEE r `� O 2 4 4 _ 2 5 O O PLUMB DWG'S FOR • Li •j p` DETAILS -- ------ DRY WELLS 4 ACCESS RISER (TYP.) P` TYP.- 2 4" SCH-40 PVC `\ RIM IN IN IN IN INV. IN INV. OUT C0.3 8 TOTAL O STRUCTURE # ELEV- ELEV. ELEV- ELEV. ELEV. pl. _ FOR FUTURE IRRIGATION (24" BELOW GRADE) DW #1 36.30 33.37 - - - PL � \\ p'L GRAPHIC SCALE t, 20 0 10 20 40 80 ( IN FEET ) I inch = 20 ft- SITE UTILITY PLAN SCALE: 1"=20' Revisions: I Centerville Osterville Marstons Mills Fire Rescue Station #2 Sheet Title: SITE UTILITY PLAN Date: 12-March-08 Drawn By: NICK Scale: AS NOTED Project No.: 2704 4 0, 13 _ i i SITE STATISTICS 1. LOCUS IS MAP 118 LOT 110 2. ZONING = "WP" (WELL PROTECTION) OVERLAY DISTRICT WITHIN "RC" (RESIDENTIAL DISTRICT) MIN. LOT AREA = 43,560 s.f. J 3. SITE AREA = 62,315 s.f. a 4. REQUIRED FRONTAGE = 20' 5. MAXIMUM LOT COVERAGE = 50% 6. MAXIMUM HEIGHT OF BUILDINGS = 30' i` 11 7. BUILDING USE = FIRE STATION 8- SITE LOCATED IN FEMA FLOOD ZONE "C" COMMUNITY PANEL # 250001 0016 D --------- --- -- U 257\1 SITE LOT COVERAGE PRO CURB CUT Y ACCESSIBLE 9 EXISTING �_ -- — R_15' AREA % LOT COVERAGE AREA a LOT COVERAGE U]PNET&T 2 CONCRETE SIDEWALK UP NET&T 23 BUILDING (FOOTPRINT) 6,002 s.f. 9.63% 8,412 s.f. 13.5% 5 (4) 4'x4' CONC. PADS C0.1 DRIVES, WALKS 11,706 s.f. 18.78% 18,712 s.f. 30.0% C0.1 FOR CONDENSERS TO BE '1d TOTAL 17,708 s.f. 28-42% 27,124 s.f. 43.5% COORD. WITH EQUIP. SUPPLIER VGC C G ld N NEW VERTICL 8. BUILDING SETBACKS: �d 1d NEW VERTICAL 6-4 v GRANITE CU ld �d GRANITE CURB REQUIRED PROVIDE R=30' _- ' ,, A 7 � MIN. FRONT SETBACK = 20' 55.5' R=30' CONCRETE SIDEWALK C© 1 � MIN. SIDE SETBACK 10' 20' _ � NEW FLAGPOLE 55 MIN. REAR SETBACK = 10' 106.5 I , R=5 �--5 ___ _.__ �, ACCESSIBLE HANDICAP 1 r CCB PCC T C B CCU 9. P PAR D;3 �° � ARKING TP#4 2 x3 ,,CONC.'COND�t�SER � � � TOTAL PROVIDED: 24 TOTAL SPACES d e� ® V ACCESSIBLE 9 21 ACCESSIBLE EAD COGRDMTH P� ° QUIP.;SUPPLIES C0-] �� � � CURB CUT C0.1 E TYP.- (2) BOLLARDS N 2.5' 9 # 13_3 f J 6 _ _ " 1A "O r : ry TP#3 At E� rn / a. TP#2 . ' 8. ''z 17.5 BROOM = , - GARCIA•G USKA•DESOUSA a it FINISHED CONCRETE P.AT10 f, " CONSULTING ENGINEERS INC. N - 370 FAUNCE CORNER ROAD, DARTMOUTH, MA 02747-1217 r C� 11 508-998-5700 • FAX 508-998-0883• E-MAIL info*"-d.com F TOP: BOLLARD =v C�f �l � k� /j TOTAL OF „9 F ,N 7 ��'ar ,1"•8 FL ' i� I C0.1 CONCRETE SIDEWALK 't� AR � / fi CONC. APRON REFER TO STRUCTURAL D WG'S !_./ ti 1 HEAVY - �,_---- _ ... .. - R=5> n a.. ^;a: - ---- _ --------_ ACCESSIBLE B 2 ,1 5' .,. PAVEM NT C0.1 9 c> o. r , _.. _ � CURB CUT C0.1 24, 20 10 y J _ �- R=5 STANDARD ° � PAAmami VEMENT C0.1 R=15 c, CHAIN LINK FENCE EXISTII G CURB TO 1 C „ 20 c� 10 a PC L-13' R �" R=5' TO SURROUN -{ a - = 5'J° REMAIN MATCH v C0:2 GENERATOR PA v .' L=17' �" EXISTING GRADE R=16 , 101 , 23' 3/4 CRUSHED 6 4'x10' STONE AROUND PAD 154 C0.1 GENERATOR PAD 48 DROVE STREET r DUMPSTER 106 (�� (� (��\/f (� /,� /Q\4 \\ SOML� Uhl V � LLEn UVUA C0.1 PAD (10'x10') 10 CHAIN LINK R=10' PL O 2 y� n(�} n�} o 2 5 O C0.2 FENCE & GATE pL �J PL -D PL PL Pl- r \\ +IS F ,. v.... ;r . �HAAD , �. A '. r DP(' 14518 FIG .' MA I SITE LAYOUT PLAN SCALE: 1"=20' Revisions: GRAPHIC SCALE 20 0 10 20 40 so E-2 Or— ( IN FEET ) 1 inch = 20 ft. Centerville O s terville Marstons Mills Fire Rescue Station #2 Sheet Title: SITE LAYOUT PLAN Date: 12-March-08 Drawn By: NCK Scale: AS NOTED Project No.: 2704 - 13 i y- i F. I I J i a i CT� NET&T oad 2 _ Fire, NG 4. 9 UP NET&T 23 Id ' ld ,d ; T s , i i 36.25 I t 1 � ~ 4 ll� :-� 27,00 r f 36.75 T \ 36.85 36.25 : DD 1 r l ccs- r�i r` N . , a 36.35 , 4 37.00 �5.60 — \\ j 8 3C3 AL 27.00 034 r - - - tv� 36.85 , 36 - is 26.50 s�otA , . r" A•G KA•D 27`:75 \ - oARCNc ENGINEERS ESOUSA ti6 _99 s 8-700•- FAX 508 998-08833 E-MAIL info0 747d.oim 370 FA CORNER 27.6 soa I � 1 9-9 E.F.E.=37.00 F M RING"WE COVER J ONITO "WELL C R TO BE'RESET;ELUSH WITH GRADE, 1 � ECEV—32 0 - 4 A vti J , T � , r - n 36 70 , , 1 - 37.00 DMH 2 - D H 1 27.41 Tf i ML211 ' MWRA INTERCEPTOR— O REFER TO PLUMB. DWG'S unill 4 1 APPROX. LOCATION OF X. VERIZON DUCT BANK 48 ` RO V E ST mmEET IIIRIII II2� ��\V/////������� 1� 1� Y V Y - • PL - � GARAGE WASTE VALVE BOX TIGHT TANK SEE 0 d L-' PLUMB DWG'S FOR DETAILS 29.10.+ PL PL PL -o r SITE GRADING PLAN SCALE: 1»=20' Revisions: I GRAPHIC SCALE 20 0 10 20 40 8o ( IN FEET ) 1 inch = 20 ft. Centerville Osterville Marstons Mills Fire Rescue f Station #2 Sheet Title: SITE GRADING PLAN i Date: 12-March-08 Drawn By: NICK Scale: AS NOTED Project No.: 2704 13 N ------------- , I I ! LEGEND PIPE SIZE TO FIXTURE SCHEDULE SYMBOL ABBREV DESCRIPTION NEW NEW WORK (DARK) P. N0. FIXTURE S/W VENT CW HW REMARKS HANGER ROD SUPPORTED EX EXISTING WORK (LIGHT) I I I I I I IFROM STRUCTURE S/W SOIL/WASTE ABV, GRADE P-1A WATER CLOSET ACCESSIBLE 4" 211 1-1/4114 *SUPPLY RISER & AIR CHAMBER S/W SOIL/WASTE UNDERGROUND 1" STUBOUT TO FLUSH VALVE P-1 WATER CLOSET 4" 2" 1-1/4"-* 4SUPPLY RISER & AIR CHAMBER LOCKING NUT(TYP.) V VENT ABV. GRADE 1" STUBOUT TO FLUSH VLV. HEAVY-DUTY V VENT UNDERGROUND SW SW SPECIAL WASTE ABV. GRADE P-2 WATERLESS URINAL 2" 2" CLEVIS HANGER SUPPORT NUT(TYP.) SW SW SPECIAL WASTE UNDERGROUND P-3 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" COUNTERTOP - _ _ _ _SV_ _ _ _ _ SV SPECIAL VENT ABV. GRADE P-4 LAVATORY 1-1/2" 1-1/2" 1/211 1/2" WALL HUNG FIBERGLASS _ = = = =SV= = = = = SV SPECIAL VENT UNDERGROUND P-5 MOP RECEPTOR 3" 2" 1/2" 1/2" INSULATIO GW GW GARAGE WASTE UNDERGROUND PIPE = = = = =GV= = = = = GV GARAGE VENT UNDERGROUND P-6 KITCHEN SINK 2" 2" 1/2" 1/2" IW IW INDIRECT WASTE p-7 MED SINK 2" 2" 1/2" 1/2" RL RAIN LEADER ABV. GRADE P-7A MED SINK 2" 2" 1/2" 1/2" RL RAIN LEADER UNDERGROUND =SSD= SSD SUB-SOIL DRAIN p-8 CLOTHES WASHER 2" 2" 1/211 1/211 GALVANIZED INSULATION SHIELD - 1211 LONG FD FD FOOTING DRAIN p-g SHOWER 2" 2" 1/211 1/2" - CW COLD WATER P-10 SHOWER 2" 2" 1/2" 1/21I HW HOT WATER TYPICAL PIPE HANGER DETAIL - - 1 - - - HWR HOT WATER RETURN P-11 DRINKING FOUNTAIN 1-1/21' 1-1/2" 1/211 1/2 CA CA COMPRESSED AIR P0,1 N.T.S. G G FUEL GAS PIPING THIS DETAIL INDICATES HANGING OF INSULATED PIPING WHICH -NP NPCW NON-POTABLE COLD WATER MAY BE EITHER WATER OR STORM DRAIN. CLEVIS HANGER DETAIL APPLIES TO ALL PLUMBING PIPING ON THIS PROJECT, F F FIRE LINE ABV. GRADE F F FIRE LINE UNDERGROUND I I IRRIGATION UNDERGROUND DP,DN PIPE DROP OR DOWN SHOCK ABSORBER SCHEDULE j UP PIPE RISE OR UP TEE LOOKING DOWN HANGER ROD OFMgs CAP ON END OF PIPE PDI SYMBOL AA AB A AD /E\ sqy ❑ � D D FLOOR DRAIN, ROOF DRAIN, AREA DRAIN o CHRI QRH STRAINER ZURN SERIES 1700 OR EQ, 100 200 300 400 500 C) !L C I� UNION PIPE CLAMPS WITH ELASTOMER 50' CO CLEANOUT OR NYLON INSULATOR o j 0-i DCO DANDY CLEANOUT FCC FLOOR CLEANOUT ` PG/TG PRESSURE GAGE/TEMPERATURE GAGE SAA SHOCK ABSORBER ohs BALANCING VALVE PLUMBING ELECTRICAL EQUIPMENT GARCIA•GALUSKA•DE NC '�� `� � - CONSUL TING ENGINEERS O u INC. S Z k,. '`� 370 FAUNCE CORNER ROAD, DARTMOUTH, MA 02747-1217 BV BALL VALVE . o CV CHECK VALVE UNIT UNIT UNIT MOTOR - N O. FUNCTION LOCATION REMARKS 508 998 5700 • FAX 508 998-0883• EMAIL ' io�g g d c m z GAS COCK HP V PH AMP GAS PRESSURE REGULATOR RP-1 CIRC 120 HWR MECHANICAL 004 1/6 120 1 TIME CLOCK 1 & AQUASTAT ^ SOLENOID VALVE WH-1 DOMESTIC WTR• HEATER MECHANICAL 004 120 1 120V CONTROL POWER INSULATED PIPE LINE WITH �^ GV GATE VALVE STEEL OR PIPE CLAMP. PROVIDE SCV SUPERVISED CONTROL VALVE CA-1 AIR COMPRESSOR STORAGE 001 5.0 208 3 SIMPLEX COMPRESSOR COPPER PIPE INSULATION SHIELD. PRV PRESSURE REDUCING VALVE NP-1 NEUTRALIZATION PANEL MECHANICAL 004 120 1 120V CONTROL POWER O BUTTERFLY VALVE METAL CHANNEL STRUT SV-1 SOLENOID VALVE STORAGE 007 120 1 VALVE NORMALLY OPEN - GAS COCK LUBRICATED O GLOBE VALVE HP-1 HOLDING TANK PANEL OFFICE 103 120 1 120V CONTROL POWER �- VOV VALVE ON VERTICAL _ 2 TRAPEZE PIPE HANGER PT P-TRAP Z G&W STOP & WASTE VALVE P0.1 N.T.S. EL EXPANSION LOOP? F_ PIPE GUIDE Apingot PIPE ANCHOR FLOW IN DIRECTION OF ARROW HB/WH HOSE BIBS/WALL HYDRANT EX EXISTING ((� MMET e CONNECT TO EXISTING 48 S R O " E STIR AC TYPICAL S O (� /,I E FR n/J � L p E o MA AC CONCEALED ABOVE CEILING WATERTIGHT SLEEVE BY G.G. UVU V I� ACB CONCEALED ABOVE CEILING BELOW WATTS #223S PRV 2 �} 2 � Q 01 @C EXPOSED AT CEILING n C� � LS 5 @CB EXPOSED AT CEILING BELOW THERMOSTATIC MIXING VALVE ASSEMBLY 2" BY-PASS j FFE FINISHED FLOOR ELEVATION MOUNT CL. 12" MIN BELOW TOP OF TANK NORMALLY CLOSED 2" CW TO BLDG SYSTEM FIN GRADE INV INVERT ELEVATION SHUTOFF VALVE, STRAINER, & CHECK VALVE - j VTR VENT THRU ROOF (SEPARATE OR INTEGRAL) j AVTR ACID VENT THRU ROOF AQUASTAT 2" WATER METER BY AP ACCESS PANEL THERMOMETER (T•G.) LOCAL WATER DISTRICT I I AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE EXPANSION TANK I� FG FINISHED GRADE 1 1/4" i TG 2" IRRIGATION CI CAST IRON 3/4" II 5'-O" MIN \ R.P,B,P FOR CP CHROME PLATED VACUUM BREAKER 2 IRRIGATION IRRIGATION UC UNDER COUNTER 1 1/4" _ ° 2" F&I FURNISH AND INSTALL EXTEND 4" VENT lip_-- - 3/4" DRAIN VLV. PC PLUMBING CONTRACTOR THRU ROOF � 2" WATER SERVICE BY FIN. FLOOR FPC FIRE PROTECTION CONTRACTOR 4" COMBUSTION CHECK VALVE (TYP.) LOCAL WATER DISTRICT GC GENERAL CONTRACTOR AIR INTAKE n _ _ 1 1/4 TIME CLOCK #1 BY P.C. HVAC HEAT, VENT & AIR COND. CONTRACTOR DCVA DOUBLE CHECK VALVE ASSEMBLY BRONZE I RPBP REDUCED PRESSURE BACKFLOW PREVENTOR T & P RELIEF CAI - STK STACK VALVE — 1 CIRCULATOR PUMP it 0 P /211 B&G SERIES PR 6 MINHIGH GAS SUPPLY STP STANDPIPE EXTERIOR WALL (BY G.C) ° TYP, BALANCING VALVE Revisions: EXP EXPOSED FBO FURNISHED BY OTHERS w/ MEMORY STOP WATERTIGHT SLEEVE BY G.C. 1 1/4 NOTE: NOT ALL SYMBOLS LISTED ARE APPLICABLE TO THIS PROJECT WATER HEATER (SEE SPECS) 1 1/4" FULL SIZE T&P C I 3 WATER SERVICE PIPING DETAIL DISCH ARGE TO DIELECTRIC UNIONS (TYPICAL) P0.1 N.T.S. ' GENERAL NOTES WITHIN 12" OF TANK DRAIN FINISH FLOOR r/////O�A I POURED CONCRETE PAD (BY GC) 1. THE PLUMBING DRAWINGS ARE DIAGRAMMATIC AND ARE TO BE USED FOR THE MIN 4" HIGH x TANK O.D. + 1211 SQUARE PURPOSE OF ESTABLISHING GENERAL LOCATIONS OF PIPING RUNS, SIZES OF PIPING, AND QUANTITIES OF FIXTURES AND EQUIPMENT TO BE FURNISHED HEREIN. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS FOR EXACT 5 WATER HEATER PIPING DETAIL LOCATIONS OF ALL PLUMBING FIXTURES, AND EQUIPMENT, INCLUDING FLOOR DRAINS, AND MOUNTING HEIGHTS. IN THE EVENT OF CONFLICT OR IF P0.1 N,T,S. DIMENSIONS ARE NOT SHOWN, OBTAIN FIELD DIRECTIVE FROM THE ARCHITECT CODE APPROVED REDUCED AS TO THE LOCATIONS OF ALL VISIBLE EQUIPMENT. PAY PARTICULAR CARE PRESSURE BACKFLOW TEST COCK (TYPICAL) Centerville TO COORDINATE WITH THE ARCHITECT'S FIELD REPRESENTATIVE ALL FLOOR PREVENTOR ASSEMBLY DRAIN AND FLOOR CLEANOUT LOCATIONS. o s terville 2. ALL PIPING SHOWN ON THIS PLAN SHALL BE RUN CONCEALED ABOVE BALL VALVE SUSPENDED CEILINGS IN CHASES OR IN PARTITIONS UNLESS SPECIFICALLY A�"�TO SYSTEM STRAINER Marstons Mills NOTED OTHERWISE. PROTECTIVE GAURD RELIEF VALVE INSULATION Fire Rescue BALL VALVE 3. INSTALL ALL NEW VALVES SO AS TO BE EASILY ACCESSIBLE AND OPERABLE. — FLOW O �- FLOW AIR COMPRESSOR Q Station 2 4. THE PLUMB AND DRAWINGS ARE INTENDED TO INDICATE THE SIZING D AIR DROP FOR SIZE REFER TO PLANS O— FLEXIBLE CONNECTOR DESIGN FOR THE MAIN SUPPLY AND WASTE PIPING AND FOCUSES ON RUNS SUPPORT PIPE AND SIZES OF THE MAIN RISERS STACKS AND VENT TERMINATION. IT IS NOT BALL VALVE C II CONDENSATE TRAP WATTS MODEL #600 Sheet INTENDED TO INDICATE EVERY TRAP AND FIXTURE CONNECTION. PARTICULARLY 2" BY 151, SERIES SOFT SEAT I IHECK VALVE Title: IN THE CASE OF GANG TOILETS AND CASEWORK. PLUMBING CONTRACTOR PETCOCK - 3 A.F.F.AFP SECURED FUNNEL IS REQUIRED TO PROVIDE ALL CONNECTIONS, TO MAKE ALL CONNECTIONS TO p LAG TO AIR GAP Legend , Notes j ALL DRAINS AND FIXTURES WHICH ARE SHOWN AND SCHEDULED ON THE LIMIT OF PLUMBING CONTRACT FLOOR FINISHED PLUMBING DRAWINGS. VIBRATION FLOOR 0 AIR HOSE ISOLATORS DRAIN VALVE & Details BY OTHERS --- DISCHARGE -- - - ._ -_ TO FLOOR DRAIN Plumbing DETAIL STANDARD QUICK COUPLER & NIPPLE CONC, PAD 12" HIGH FLOOR REDUCED PRESSURE TO BE COMPATIBLE WITH EXISTING (BY GENERAL CONT.) Date: 12-March-08 Drawn By:CST DISTRICT OUTLETS, COORDINATE WITH TO SUIT EQUIPMENT 4 BACKPLOW PREVENTOR ASSEMBLY(R.P.B.P,) OWNER. PURCHASED. P 0.1 N.T,S, Scale: As Noted Project No.: 2704 QUICK COUPLER & NIPPLE NOTES: REFER TO DWG. FOR SIZE 1. LOCATE 13ACKFLOW PREVENTOR 3' TO 4' ABOVE FINISHED 6 DETAIL O TYPICAL AIR STATION AIR COMPRESSOR DETAIL_ FLOOR 11 FROM WALL AND EASILY ACCESSIBLE. p01 P0,1 N,T,S, 2. MATERIALS AND METHODS FOR THIS INSTALLATION SHALL CONFORM TO N.T.S. ALL STATE AND U.S. PUBLIC HEALTH SERVICES CODES AND REGULATIONS. 3. FILE FOR AND OBTAIN ALL REQUIRED APPROVALS AND PERMITS PRIOR TO INSTALLATION POEII �I I ail I FIN. SLAB C.P. ESCUTCH. FIN, FLOOR 1�I AS REQ'D @ ISLAND BENCH RETURN BEND TIGHT EXPOSED AREAS �ii TO UNDERSIDE OF COUNTERTOP SINK 211 GALV. SCHED 40 � STL. SLEEVE (TYP.) GALV. SCHED 40 STL. SLEEVE (TYP.) RESILIENT CAULK (TYP.) FLOOR I NEAREST WALL OR RESILIENT CAULK (TYP.I THRU SLAB ON GRADE SAN, TEE COLUMN THRU CONC. FLOORS N.T.S. HI Il N.T.S. _ ---- ---- ---- -----1 FULL SIZE W&V � I SLEEVE THRU GYPSUM SLEEVES (TYP.) 211 WALLBOARD TO BE "TAPED" & L --I - --� "MUDDED" - SEE NOTE #3 RUN VENT AS TIGHT i f- - FOUNDATION WALL TO FLOOR SLAB OR C.O. CHROME PLATED STRUCTURE AS POSSIBLE LINK-SEAL MODULAR ESCUTCHEON IN SCHED. 40 GALV. STEEL WATERTIGHT SEAL OR EXPOSED AREAS PIPE SLEEVE, CUT FLUSH APPROVED EQUAL __ ON BOTH SIDES OF PARTITION 3 ISLAND SINK B O W VENT DETAIL BELOW GRADE INSULATED PLUMBING p0,2 NTS SERVICE PIPE LINE SHOWN. DETAIL SIMILAR FOR NON- IDENTIFICATION INSULATED PIPING. DUCTILE IRON SLEEVE WITH PLUMBING SUB TO FILL SIGN ANCHORING FLANGES - SIZE ANNULAR SPACE w/RESILIENT SLEEVE TO PROVIDE MIN. 1" SLEEVE THRU MASONRY U.L./F.M. FIRE CAULKING �— IW SPACE BETWEEN SLEEVE & PIPE TO BE MORTARED COMPOUND. MATCH RATING � - TYP. AT ALL POURED SLABS, SEE NOTE #3 WHEN PENETRATING FIREWALLS. WALLS & FLOORS. CONDENSATE— WALLS FROM BOILER BELOW GRADE THRU PARTITIONS & WALLS WTDR DHOEATER � �"� ARCAB v I BOLTED COVER � TYPICAL SLEEVE CONDITION DETAILS i, � ^GISfE� ,�,,z 6 H,D.P.P FUNNEL 2 SPECIAL ��ONAV t 0.2 N.T.S. � T FLUSH CLEANOUTVy` FINISH FLOOR NOTE: 1, ALL PIPING PENETRATING ALL PARTITIONS, WHETHER FIRE OR SMOKE 6" 6' GARCIA•GALUSKA•DESOUSA RATED OR NOT CONCEALED OR EXPOSED SHALL BE SLEEVED AS DETAILED. 370 CONSUL TINGCO ER ROAD, DARTMOUTH, MA Rs INC. 12" 217 4 508-998-5700 - FAX 508 998-0883- E-MAIL ini®g-g-d'com 2. WHERE CONC, WALLS, SLABS, ETC., ARE CORE DRILLED, INSTALL SLEEVE FLUSH WITH BOTH SIDES, CAULKED & LEADED IN PLACE, 2" SW PIPING 2" SW UNDER SLAB - A 3. REFER TO DIVISION 4 & 9 FOR PROCEDURES & METHODS OF PATCHING AROUND SLEEVES AT 411 TO 10'-0" OUTSIDE GYPSUM, PLASTER & MASONRY, REFER TO SPECS FOR DELINEATION OF RESPONSIBILITY FOUNDATION WALL 4. SLEEVES SHALL BE SIZED TO PROVIDE MIN, 1" CLEARANCE BETWEEN PIPE O.D. & SLEEVE I.D. BED THE NEUTR. TANK ALL JOINTS I AND TRAP IN PEASTONE ELECTRIC WELDED a HAND COMPACTED TO 11 O 0 AVOID STRESS ON 12 DIP TUBE FTTTINGS 6ii S�,O 2n TRAP `mob ASSEMBLY 15 GALLON NEUTRALIZATION TANK HEAVY DUTY MANHOLE WITH 2" INLET, OUTLET LIMESTONE CHIPS FRAME AND COVER, SET AND VENT CONNECTIONS 3/4 TO 1 SIZE FRAME IN FULL MORTAR BED - LEBARON #kLB,B266 (BOLTED AND GASKETED) (2) 4" CAST IRON VENTS DETAIL . LABEL COVER SEWER RUN INDEPENDENTLY THRU INTERIOR OF BLDG. 4 CID WASTE NEUTRALIZING TANK FIN. GRADE AND THRU ROOF p0.2 N.T.S. O 0V 'D ADJUST TO FIN. FLR. WITH S 0 M LS R V � L L E n MA PRECAST REINF. GRADE RINGS OR SEWER BRICK �j raj I WITH MORTAR JOINT, LAY o N 0 C� 1 4 4 � CS 5 0 CO IN FULL MORTAR BED LOCAL. GAS METER BY AGA APPROVED FLEXIBLE SEWS OUTSIDE OF ' SET O TLET PRESS, CONNECTOR SEWER BRICK WITH 3/4 0 THICK MORTAR 4'-O"DIA, AT 12" W.G. 2" FLOW CONC. PAD BY G.C. GENERATOR FLO CO-ORD. w/ GAS CO. 1000 CFH TO SAN, BLDG. DRAIN 4" CAST IRON INLET FROM FIN. GRADE I GARAGE DRAIN BY P.C. FACTORY CAST OR FIELD 4" CAST IRON OUTLET BY P.C. GAS SERVICE BY CORE DRILLED PIPE LOCAL GAS CO. PENETRATIONS CAULKED o FLOW LINE OR MECHANICAL WATER �G TIGHT SEAL. - FACTORY CAST NON-CORROSIVE STEPS TO WITHIN 12" OF BOTTOM 6 GENERATOR GAS RISER DIAGRAM PRECAST REINFORCED N _ LEVEL BASE ON P0.2 N,T,5. CONC. BASE, RISER AND - p. ° 6" MIN. PEASTONE TOP SECTIONS- H.20 LOADING MFG, TO A,S,T,M, C-478 WITH O-RING 25' EQUIVALENT LENGTH OF SYSTEM PIPING JOINTS LOSS 0,5 INCHES OF W,C, Revisions: 2 M .W. R .A. INTERCEPTOR DETAIL P0,2 N.T.S. NOTE: INTERCEPTOR STRUCTURE AND COMPONENTS TO BE FURNISHED AND SET BY THE GENERAL CONTRACTOR. THE P.C. SHALL GAS LOAD BREAKDOWN FURNISH AND INSTALL INLET, OUTLET AND VENT PIPING. CO-ORDINATE PIPING PENETRATION SIZES AND INVERTS MIN. PRESS. WITH G,C. EQUIPMENT MBH LOAD (WC) GENERATOR 1,000 11" TOTAL 1,000 11" ATTIC LEVEL 42" DIA MANHOLE COVER PNEUMERCATOR OR EQUAL Centerville & FRAME - H2O LOADING # L560005 SINGLE BOLTED & GASKETED HIGH LEVEL FLOAT SWITCH Qsterville RECESSED PICKING EYE WITH STAINLESS STEEL FAIRFIELD INDUSTRIES SHAFT AND FLOAT NO. 420 WT-ANCHOR & SHAFT PASSES THRU Marstons Mills CENTER IN MIN 5'-6" SQ, 211 SCH 40 PVC RISER SOLENOID X 12" THICK POURED VERIFY SHAFT LENGTH REQUIRED VALVE CONCRETE PAD WITH N.E.C. APPROVED WATERTIGHT JUNCTION BOXES Fire Rescue EPO RANGE SORILL (SEE 2-LAYERS AWBELOW) INTERSTITIAL MONITOR PROBE Station #2 BY E.C. 60 CFH 22" MANWAY RISER AND CAP KIT EXTENSION WITH IN 41' SCH 40 PVC RISER WIRING SOLID BOLTED COVER BY E.C. 6" BELOW MH COVER SLOPE CONC 1/2" AWAY FROM MH Sheet FIN. GRADE MAIN LEVEL DECK � Title: 1" j -3/4" 3/4" - - - p G G G G -- - - -- Details 77 . z ta� G G 1u 3/4" 1" CONDUIT h I 2-1/2" 2-1/2" 2" AW INLET PIPING N LEVEL & INTERSTITAL Plumbing WATERTIGHT SLEEVE. MAX REFER TO PLANS i CONTROL WIRING 18" ABOVE FINISH GRADE I 1i, 2„ FOR SIZE TO MONITORING PANEL i BY SECT. 15400 2 000 LL N 6 I GA 0 D A) GAS METER BY 0 BOILER DOUBLE-WALL FIBER, LIQUID LEVEL i LOCAL GAS CO. D.W.H. c� _ 18" MIN. EXCAVATION SET OUTLET PRESS. 150 CFH 1,000 CFH REINFORCED HOLDING ` BEYOND TANK O.D. ON Date: 12-March-08 Drawn By: CST AT 7 W.C. TANK (H-20) LOAD. 0 3�< \ ALL SIDES, i� 1 WITH VINYL ESTER RESIN 13'-5 O.D. SEDIMENT LEG OR OTHER FACTORY i Scale: As Noted Project No.: 2704 CONC. PAD BY G.C. (TYPICAL) APPROVED LINING m o i li CO-ORD. w/ GAS CO. di S � i OUTLET FLANGE FIN. GRADE LOWER LEVEL GAS LOAD BREAKDOWN TYP, XEHOLD-DOWN OLD DOWNRSTRAF' CO ALARM�N 1 W/ TURNBUCKLE ASSEM. , n n N E M PRESS. 1/8 TO 1 2 P A T EQUIPMENT MBH LOAD PROVIDE AS NEEDED, / E S ONE TYP, P.C. TO MAKE (W.C.) :::.::.:....::.............. _ GA S SERVICE BY FINAL CONNECTION " BOILER 5 1 u I 000 A1 LOC L GAS CO2 I M IN. I TO AS T AI AS LOCKABLE VALVE G R N G C j �G VENTS BY P.C. WATER HEATER 150 5" _ _ _ I ' RANGE 60 5" SET UNIT . ON 12" G 15 20 L x11 (W►x (T) 5 MAIN GAS RISER DIAGRAM CONCRETE OF 3/4" - 1-1/2" ,;, 12" HOLD-DOWN PAD O GRILLE 50 511 CRUSHED STONE #5 @12 T&B E.W. P0,2 N.T.S. TOTAL 1,260 5ii 100' EQUIVALENT LENGTH OF SYSTEM PIPING SPECIAL WASTE HOLDING TANK DETAIL (2 ,000 GAL. CAP.) LOSS 0.5" INCHES OF W.C. 7 � P0.02 N.T.S. NOTE-A: ATTACH WEATHERPROOF SIGNAGE TO MANHOLES OR PADS INDICATING "INDUSTRIAL WASTE PUMP OUT MANHOLE" AND 11 MONITORING EQUIPMENT" I I I I I I I I i f I i i it I I� I I I I, A B.,, C D E_ F A B' C p E F I GAS SERVICE 5Y LOCAL GAS CO. 2" DOMESTIC WATER roll FIRE SERVICE BY THE WATER DISTRICT 21I 611 0 t _. A/C A/C ! 4 PH ''NEUTRALIZER TANK RUNK FOR BOILER/WATER --- II t + IOOso:€ ZiiO! ''a ---- P0.2 1 2 SW UP , : D. � �tipL S„gc _ HEATER CONDENSATE i� i R0/1 > D� %III? Iter, K y A/C A/C EXERCISE 1 � � GAFtC CtVIL i _ STORAGE ORPNDOMI FOOD - r— , ELECTRICAL ' .....- I I �Ie�� . } I CO RRI wQ SIQMAI _ I I.E, 25.50 FC0 1.E. 2 2.3 8 _ -,. 2 RUNNING TRAP _. _ . E SA I. 24.79' GARCIA GALUSKA D SOU Y SECT. E P „ ,B - - .. � � _,; , >:; i ,. i,, ^.: CONSULTING ENGINEERS INC. DI V. - 2 WI' SAMPLING PORT DW _... _. __ . BY DIV. 2 1540O :._..._. .. 1 `,, i rr,. ': ! ,' : - - :.: 370 FAUNCE CORNER ROAD DARTMOUTH MA 02747-1 2 1 7 1 411 _. _ P _. 4i f __. / ... F C(� ;; &! - - i :.r ' I-. _ ; _ ' ,£F .- 508-998-5700 • FAX 508-998-0883 E-MAIL info®9-9-d.com 411 SW SW SW 2 S V U P i __ n 1 1TCaI ! P_ , k -_; -- .. O SW FCO FCO 12" SV UP DATA ? P ' ? FCO a FCO _r s; 10 0 „ 3n u 4 LOCKERS S UP r; V : KK I 0 ,V,r F.F.E. ,.. .�.. 1�M_.._, � � � �+ LOCKERSs I.E. 24 , 3 3 - E�. - 4 SEA. ;+ a 4 1 211 W UP ,. ROOM - 1 UP TO HP-1 p 2 W ',.UP FC0 :' TOAD CORRIDOR STAIR , _..- _. .... I.E.= 22.38' _ STAIR - " -- I O ' 4 " t I 4 S U P - -- - - �`€�� , III I,s - 2" V UP - 411 1 } ` DECK PATIO ' ? 0 . T01 `I FOR; CONTINUATION REFER _.._ ILE- T ! _.._ 4! �;, ;i 411 4 n I P L N f FCO �x TO LOWER LEVEL AN 0 O "., FCO O .____ 4` Y l - __ - _ CONDUIT TO BE RUN ABOVE v , DRAWING P1.1. � . C�r�.. All . ; E�TI FINISHED CEILING OF LOWER —— — - _ -- — 1� 4" =�1� 2" V UP LEVEL 4 11 i r n 11 11 ` — i, 4 _� -7- n ------------ of - — 4" W UP - 4" S UP 4" W&T 41, S UP 4" W&T 3 O V E STD D LS 15 2" V UP �LE.= 25.50' �I.E `- 34 89' - - _ 4 -_ _ r . a 2" W&T - I 411 - SOME ' M � LLC� o �lQ - 2" W&T 0 a s 0 0 1212" V UP r ', �` 3" W UP 2" W UP A ---- --- TRENCH DRAIN 311 BY. P.C, - - - - - n i _ 4 ,,: � a ,a - �:� APPARATUS: - LI11 411 FCO A r'c O 3" I E I.E. = 35.50' /— W, UP a: 4" W & T 21, W UP I 411 V UP ' STORAGE F.F.E k IO fit,` LODE,i{ .'\I 37:00 - - _ 1R GAS SERVICE & METER w '- BY LOCAL GAS CO. Revisions #I -------------- TI 411GW DP. 1 I EMERGENCY ,, 411-:-V. U P LL I F. __._3 4_5-0+.. - -. _ I E..-_ 31.31' GENERATOR I FCO n II 1 GV P: 1 - II II II 411 4 �) " I.E. = 31.20' 4" TANK VENT�II I� �� MWRA INTERCEPTOR 2 411 Centerville P02 TIGHT TANK — O Osterville ELEC, CONDUIT Marstons Mills i Fire Rescue I.E. = 29.88' Station #2 MAIN FLOOR UNDERSL.AB PLAN — PLUMBING LOWER FLOOR UNDERSLAB PLAN — PLUMBING 2 Sheet P1.0 SCALE: 1/6" = 1'-0" Title: P1.0 SCALE: 1/8" = 1'-O" Below Slab � Piping Plans I Plumbing Date: 12-March-08 Drawn By: CST Scale: As Noted Project No.: 2704 I II I I I I I III I _ i A B C D E' F' A B ' C D E F 2„ CAP FOR IRRIGATION CONC. PAD FOR METER 4 BY G.C. - CO-ORD. SIZE 2" R.P.B.P. FOR & LOCATION w/ GAS CO. IRRIGATION P0.1 GAS SERVICE & METER 411m BREECHING FROM BELOW AND UP 4 m WATER HEATER BY LOCAL GAS CO, n THRU' ROOF' & TERMINATE 3'-011 INTAKE w/90 ELBOW 3/411 W,H. 1 HIGHER THAN ANYTHING WITHIN WATER ; h. 10'-011, TERMINATE W/ LAGA APPROVED 1" G DP METER w_.._ . - _-- -----___- _.__ _ -._____ _ ____-- RAIN. CAP_ _ -__ 4110 WATER HE�TER BREECHING UP •" � BU 1 f i ° y ROOM E RINGING 2 BUNK - :,� ROO., :<Y �:_ , :.. _..- __. . ti . _.._., -_._ . I�: l a_ , ��N of fro R0014, ROOM 2 y21 I - aa�GHRI _ I I I I1 i HL cn DOMESTIC WAS EiR 5 AIR HANDLER S&W i 1/2 HW;;& 1/2 1/2 H&C DN. 3 A/C ! A/C HEATER W H-1 f P0.1 -- - . - - PRESSURE 211 W. DN, __ _ _ 34 EXERCISE C, P0:2 11. 4 STORAGE CORRIDOR 00 £ WA5T, E TO 2" POW VENT CORRIDOR 2 V. UP I M BOILER - - - _..._ EL �BI �L i DISHWSHE.R - 2 2rr-S 2n Va/, UP J f 1 V DN _ == -.n R , - - 2 211 V. _D N, 2 2 ' V C?N _ . 1/2' H&CW UP PH NEUTRALIZER --� , GARCIA GALUSKA DESOUSA FOR BOILER/WATER P CONSULTING ENGINEERS INC. SV DWI o - , - : �. 1 -_ - t�...: T MIXING V A V E P 6 A ARrMourH MA 02747-1 z v GAS SOLENOID VLV. HEATER CONDENSA E f __- - i r -, HOLDING TANK ago FAUNCE CORNER ROAD, o _ __ - _ - -1 P _t� 4 V.T.R. J h 1 - 3/411 Y - -- - H&CW DN 3 tI g� - AIT CONTROL PANEL HP-1 • FAX sos-ssa-0eas• E-MAIL info®g-g-d.com 2 1 2 ' G DP 4 /4 GAS DN 1' f P ,,;._-_ 2n� - ---.-- --I s�- it OPC 3 II _._._. 4 . - (2)2 V. UP SV 111 P mi �C_ SV- W 11 - '1 I (212 SV UP - -- - 3 11 - -' x �� 211.._W' DN&V �r 212 V UP i ( II ( I DN , / CW' ;DP ,9 ;-. �, � �(2�2 S:� DN. _ :, _ � ;, �� ,� _ - 4 �2 yn CW DP 3 II' 1, /4 H&CW UP H&CW UP i i� 3 II �. _ I ; E 1. LIES F i 0 DATA /4 CW DN 3 FD �3 n i n ,1 I ; 2 H$CW DN - L� p� 4 f I 9 I I _ : I I 1 11 r - G 2 W&T 4 - -1 _ _ �a I, 1/4 _.__.__ , GEAR-1311 F D�" A - I" 3" f=D A " L_ 3 W&T r, _..z � 1 ; S&W II n , - y2- CW DN :; I Cs-- 't 3 ' W&T - II -- , I, I s 2 _1/_ DN -� _ __ 0 O � _ . r_ / W.H. n , --_ - Ci ._ F rr /4 cw: uP , r. I I TAI Ofv w DN&v 3 II 11 ,1_ PIPING TO RUN' THROUGH C-�I -- 1/2 H.B, /4 3 n 3 W&T 3 W&T I ILE ' ` P 2 p /4 11 i 11 BEAM PENETRATION - - - 3j411 ;. 2 V U P 411 S D N 4 I T LE;< - CO ,. / CO - 2 ' V DN P 3._ P1-4 1 --- — 1 I _- _. — _1 Q ....__ i / CW UP GAS COCK & 1 --- - - -3 ��- - ,_.. jr-pAl 4 S UP _ 3 1 ,�. �._.._._ ; , : 1 ! 3 1 I t ,;f----._ _ ,.._. P i I ..r •. „ N /4 GAS UP -i , 2 W UP /4 NATURAL GAS n Y. HW V DN 4 2 II 7 CONNECTION _ _ "--- 3 ` s ALE I 1/2 CW, DN 4 C _ TO GRILL ; : . 2, C.�IV UP C CO li HOUSE ',AIR AC QUICK I - t n P FOR.-GAS GRILL 2 W DN -3/ 'H!&CW DP, — H ;' 3 n, y11 HW UP COMPRESSOR P0.1 1 I' /4 s 3 F,D A - " 2 _ -1 AIT�E t o 5 x v .... , _- -- , oil - - __- PIPING' TO RUN THROUGH 4 S UP j w __-- __SEAM PENETRATION o - - Ate. ` ,_ -- 1y2u - _ . , __ . P--1Av _ CA C _ -- - - - __ t ' ', CA ,, NP C�p � NPCA n1r, � � �- Q +� � � O V � JJ - - -- _ _..- li u u 4" S DN - 111 111 1-1/211 (NHT1 FDV (21 211V DN, 1 O 2 V UP ! 3/4't 3/411 3 11 S O M E R V L� L� IlVll !/11 3 W DN.&2 V. -3 FD A 11 2 V DN n - -_____ _ __ I /4 AIR; o 4 FD B u 2 V -DN 3/4 H.B. u I.E. - 34.89 411 S UP 11. - 2 V UP 3/411 H&CW DP & CAP 1y2u CW UP _.:_ v AIR 4 r� raj 4" W DN 4" FD C ! 3/4" A n y2"DCW 11DN 1t/211 R,P.B.P. © G/- � � � � G/- 5 O O __ y2 HW UP 3 it— 3/4" H.B. 3 n - - /4 CA STU5 FOR CONNECTION TO 1/211 HW DP. /4HW DN3n1-1/2" CW DP: \— IY2'' CW UP -- _ -_ _ - - - - - 41) S. DN. & 2" V. UP 3/411 HW UP -_ 4 HWRDN 1" CA UPUt VERIFY 3/ii"111 CA DN LOCATION WLYMOVENT / PLYMOVENT FIELD CONTRACTOR FOR CONTINUATION REFER 3/411 HWR UP __� 3/411 HW DN _ I P7 ° a ; 1y2u CW DN TO MAIN LEVEL UNDER SLAB 3 V UP ( Z 3/4 n PLAN ON THIS DRAWING. 311 VTR a P-7A CA . �° - ` _. CA Mg f CICA - - - - A AAA -- BAY TRENCH DRAIN BY P C 411 F D B � 1 ti H & C W D P z (3) 4 GV UP 1NEXC TED 2" W DN&V i '/211 H & CW DP 11 STANDPIPE 211 W DN&V 13� 4 GVTR 3/411 H&CW DP Q Q Q / TO ACORN #810 9 �� I S"I'DJ °�1y,Jr_ - HOSE B I B B ' CA CA CA CA ] t _ GAS SERVICE & METER 1u I I > BY LOCAL GAS CO. a > > j� l 1 l Revisions: - Z 411 CATCH BASIN 3/" STUB FO N ON TO CONC, PAD FOR METER C I I I L---GV- -- 411 SW DN 4 CAR CONNECTION j - _ VERIFY BY G.C. - CO-ORD. SIZE „ L---GV- -- r , 3/4" AIR LOCATION W/ PLYMOVENT LYMOVENT SYSTEM, FIELD CONTRACTOR & LOCATION w/ GAS CO. - GV , , J � _ _� - I I _ __.._ _..___ _-__ _,-_ - EMERGENCY ,� - P I -NP I i--NP -NP GENERATOR , �A I CA I I CA CA i S -- l A ' - — S v. F EXIBLE _ - ---L ✓ -. ,i_ ..� �- r CONNECTOR _. _ -- -- --._._.. .. __.._.__.. „- - - - - _. -- _- & UNION 3/4" H.B. - 3/4" AIR 411 GV DN (3) 41' GV DN TYP. RUN PIPING EXPOSED IN APPARATUS BAY Centerville Osterville Marstons Mills Fire Rescue 1 LOWER FLOOR PLAN - PLUMBING 2 MAIN FLOOR PLAN - PLUMBING Station #2 I P1.1 SCALE: 1/8" = 1'-O" P1.1 SCALE: 1/8" = 1'-0" Sheet Title: Floor Plans Plumbing Date: 12-March-08 Drawn By: CST Scale: As Noted Project No.: 2704 I!i I � i I a I I BENCH TO BE REMOVED` STORED AND PROTECTED BY OWNER UP 257\1 EX. G.W�1 R&D CONCRETE CURBING FROM E R&D BITUMINOUS CONCRETE ��� `;s REFER TO DEMO NOTES) sT E T SIGN MAIN STT�;FidE�V NICE U NET&T 2 - Sfa ion Road ON FIRE STATION RD Nc ON SLAB APPROXIMATE LOCATION Fire i OF EX. 6" WATER MAIN 6=WATER MAI �'__--- • ` UP NET&T 23 AW UT EX. R&D CONCRETE CURBING - - - - - - W- - CON- S C BIT. CONC. - - Id X 53 22' �' t " '! : `�' R&D ASPH zo P-PINE �� _ - -1�+-- �"';. WALKWAY / _ 14 MAPLE_ 1C;1 1S X � - , R&D CESSPOOL Q•� � LIMIT OF WORK/OMIT OF CLEARING t8~.L r' srT.* C,QN'c, ", SEE TYP_ NOTE ; R&D BITUMINOUS CONCRETE o Pi4RKING'' fj / / . .. _- (REFER TO DEMO NOTES) JI R&D TR'EE' • � -'•�. / 12- -PINE • , f f �. ` " WaY .1 . 10" P-PINE�• CJ O ,•` Gn RAZE EXISTING BUILDING J X --� 'r 1 1 _ / ENGINE BAYS '•. ri \. 2" SPRUCE 2- SPRUCE f o-' R&D CONIC. CURB 1 2'xP�ucE 2* SPRUCEx x c, �" X. R&D CONCRETE0�. I 1 �; s>(P-PINE �'° ! TEPS & PADS ;� • �,,� w ' 8' P-PINE l 116" P-PINE . CEDAR HEDGE f / 4-CEDAR f I HOUVE Q ` � ( i � , R&D; EX. GAS GATE 1 LINE'S & VALVES_ CUT &j R&D STEPS & R&D FLAGPOLE o f (2)TEMPORARY HAYBALE,&i CAP AT MAIN IN ,STREET CONCRETE PADSOf sq 12'' P-PINE I i f CO.2 - "SILTATION BARR6 1 R&D CEDAR x - i` BY LOCAL/GAS CO_ `1 1'' �- MEMORIAL STONE TO BE �` � � �. J, FLAGPOLE o �� CHRSST ,� � REMOVED, STORED AND HEDGE 12' LOCUST = f i x B-3 X - - - 8 —PINE' f' 1 14' LOCUST CONC.. 22" ELM y PROTECTED BY OWNER L �( ' '� LAWN -�- : PAD ' 8 P—PINE � - _ � I X / x � LOCUST LAWN ;" 5 x ;' � X • x l 8 P—PINE / 10~ LOCUST 1+` LOCUST R&D TREE 1 x r / x t ie P-PINE / / i NIA /7' , , � S NAt_� TYP(4)-,R&D CESSPOOLS & ; j i ASSOCIATED PIPING PER 310 i r X ' "" \''.� CUT & CAP EXISTING PROTECT TREE ; x f s � CMR 1 �0 (TITLE 5) , R& ; CONCRETE' APRON.. ' WATER SERVICE AT MAIN o 14~ P-PINE / l' G 1T. 'EQNC. ' 1 R&D EXISTING / 16~'LOCUST DRIV WAY' WATER VALVE IN STREET BY OWNER GARCIA•GALUSKA•DESOUSA ' BACKFILL EXCAVATED AREA ! f' 2 v R&D GAS METER x ''1• ,, WITH,STRUCTURAL FILL. ry 16~ LOCusT 20~ ocusr� b ENGINE ; ' ' ` 5W-998-57 . FAX fo0g'g- BY LOCAL GAS CONSULTING ENGINEERS 1NC_ / 1 • , 3 BAYS AU CE CORNER ROAD, UARTMOUTH, NA 02 47-1217 r 18 4 PINE X f x 8 Locusr X J COMPANY !y• � W ao sos 99s-0eaa EMAIL 'n dcom — — —'J i 16 L x 07 SAWCUT EX. 24' OAK _ j r f r ocus4 p O•, BIT. CONC. CONCRETE ADS f II ! x x i 1 I. __ �5 1 �' o- 10~ P=PINE 2 LOCUST 16 LOCUST i 7 R&D ;, ABANDON EXISTING LAW BOLLA D X ' WATER SERVICE f 1 �� R& CESSPOOL Iv E TYP NOTE O A 1 j._ _ -. - .•. t {��c GUY WIRE & ANCHOR X , UT E ` i I '. \ ' ', -- .., .:� X - .�j�•. 1 OR UTILITY PO / psg�'• :,, . G T� `,_' CONSTRUCTION ENTRANCE GAVE '; BO,LLA ��� 'I I(FRO M MAIN SST. ONLY) 18 +OAK " OAK • _. n, BI CONC.'. '' J • 14' OAK PROTECT EX. ' ss P?R NG LQT 12" OAK . l ! i MONITORING! WELL Mw o 6- OAK 12~ OAK ' ' ' •\' 36" OA Z R&D TREES TO \ PROTECT fi OAK LIMIT.../OF WORK ,y �' ,' TREE ALONG � LINE CATCH BASIN & PIPE . . ., , •�.. , I• ... Mw, �_.[_1� LAWN PEI� BAXTER & NYE PLAN � � � SIDEWALK � • ; NOT LQCATED' IN FIELD �_ co 14 OAK t4 i ; „ , APPROX. LOCATION OF C / EX. VERIZON DUCT BANK • y x DEMOLITION NOTES STREET s~ OAK I�is' OAK j f / ,,; . . :^,;; 'ASP -X PROTECT EX. GN W/ 4 8 ROVE �I �-= SAFETY FENCING 1. PROTECT EXISTING UTILITIES AS SHOWN DURING NEW I 1 PROTECT EX. 13 REMOVE & DISPOSE OF NEW BLDG CONSTRUCTION.- MONITORING O (�� � �`� � � � � o off-3� MONITORING WELL EXISTING RAVING PRIOR C0.2 // U i i sHE X 2. REMOVED PAVING MAT L. MAY BE PULVERIZED ON SITE & 12" OAK II ', ' pL � r R&D BITUMINOUS CONCRETE f TO ESTABLISHING SITE REUSED WHEN MIXED WITH OTHER MAT'L_, PROVIDED 31a_. REFER TO DEMO NOTES) IT MEETS THE REQUIREMENTS OF THE DOCUMENTS O 2 1 4 4 Gam- 5 O 0 J h r' R&D EX. CATCH BASIN ( ENTRANCE MAT a a 12` OAK I / t,, , �'" & THE SOILS LAB, OR LEGALLY DISPOSED OF AT -' SHED BACKFILL EXCAVATED AREA R&D ASPHALT CURBING _ I ' � STRUCTURAL FILL - x' -�- WITH S AT OFF SITE LOCATIONS BROKEN UP PAVINGMATERIAL t , - -�� =-� SHALL NOT BE DISPOSED OF OR COVERED ON SITE UNLESS • 4. w ABANDON EX_ c� 1z~ P-PINE - _-- o IT IS PROPERLY PULVERIZED & ONLY IN AREAS APPROVED n TEMPORARY LOCATION 18~`OAK t4 N A r =;i — ' DRAIN PIPE Z BY THE GEOTECHNICAL ENGINEER & USING SOILS LABORATORY FOR EX. SHED BY OWNER > 16' OAK ♦ f ' ' --�"° SHED TO BE " APPROVED METHODS. SHED r ' -� �=' _r'"O AUTO TIVE RELOCATED 3. IN AREAS WHERE THE FINISH MATERIAL WILL BE PAVING ' SERVICE S TION BY OWNER � � (ROADWAYS,PARKING AREA OR CONCRETE WALKS) P�- CHERRY --'"°� PROTECT EX. REMOVE TO THE INDICATED SUB-GRADE LEVEL MONITORING WELL TEMPORARY r PROOF ROLL, TEST AND PROCEED WITH PLACEMENT OF a"° CONSTRUCTION FENCE NEW GRAVEL COURSE TO THE SPECIFIED THICKNESS_ 4. IN AREAS TO BE LANDSCAPED, CUT OR FILL OVER THE — BASE COURSE TO BRING UP TO THE SUB-GRADE LEVEL. 5. ALL EXISTING BASE COURSE MATERIAL MAY BE COTTAGE USED FOR FILL IN AREAS SPECIFIED WITH ORDINARY BORROW.. -o r SITE DEMOLITION & PREPARATION PLAN DEMO LEGEND SCALE: 1"=20' Revisions: x REMOVE & DISPOSE R&D REMOVE & DISPOSE ABANDON EXIST'G. UTILITY IN PLACE x x x REMOVE & DISPOSE OF EXIST'G. UTILITY GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET )_ 1 inch = 20 ft. Centerville O s terville k Marstons Mills Fire Rescue r Station #2 i Sheet Title: SITE DEMOLITION I & PREPARATION PLAN Date: 12-March-08 Drawn By: NICK Scale: AS NOTED Project No.: 2704 1133 I i i GENERAL NOTES SITE LEGEND STORMWATER SYSTEM MAINTENANCE NOTES. SEALANT MAS11C JOINT DEEP 6x6 - W2.9xW2.9 REFER TO PLAN FOR 1. EXISTING CONDITIONS SHOWN WERE TAKEN FROM EXISTING CONDITIONS PLAN PREPARED BY THE DRAINAGE SYSTEMS ARE TO BE MONITORED THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD BY THE CONTRACTOR. MESH REINFORCING WIDTH OF SIDEWALK DOWN CAPE ENGINEERING INC. FOR WW REICH, INC. DATED MAY 2, 2007. UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL DO A FULL MAINTENANCE OF THE STORMWATER SYSTEM AND PROVIDE LIGHT BROOM FINISH TOOLED C.J. 1" DEEP W/2" SMOOTH SITE. UPON COMPLETION OF THE CONTRACTORS FINAL MAINTENANCE CLEAN UP THE PROJECT MONITORING SHALL BE THE (PERPENDICULAR TO TRAFFIC FLOW STRIP BOTH SIDES. LOCATE EVERY TOOLED EDGE EXISTING NEW DESCRIPTION 2. CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO LAYOUT ON THE RESPONSIBILITY OF THE CENTERVILLE-OSTERVILLE-MARSTON MILLS FIRE DISTRICT, HEREAFTER REFERRED TO AS THE OWNER. UNLESS OTHERWISE NOTED 5-0" O.C. AND RUN PERPENDICULAR GROUND ALL NEW ELEMENTS OF WORK. THE NEW WORK IS TO BE COMPLETED, MARKED, AND LAID OUT DURING CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED TO KEEP A WEEKLY LOG OF ALL INSPECTIONS AND REQUIRED TO FLOW OF TRAFFIC AW AW ACID WASTE ON THE GROUND, REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. IF ANY WORK MAINTENANCE. THIS LOG SHALL BE MADE AVAILABLE TO THE CONSERVATION COMMISSION, DPW, BOH, ARCHITECT & " D - D STORM DRAIN IS INSTALLED PRIOR TO THE ABOVE REQUIREMENT BEING MET, AND IF THE WORK IS NOT SATISFACTORY ENGINEER AT ALL TIMES. 2" LG. 6 SMOOTH DOWEL CROSS SLOPE IN DIRECTION IN LAYOUT TO THE ARCHITECT CONTRACTOR SHALL REPLACE THE WORK AT NO COST. # 2 OF DRAINAGE AT 1.5% MAX- - -FD - -FD- - FOOTING DRAIN � COATED w/GRAPHITE DS DS DOWNSPOUT DRAIN " " UPON SUBSTANTIAL COMPLETION OF THE PROJECT. THE OWNER SHALL DESIGNATE A QUALIFIED PROFESSIONAL ENTITY OR LUBRICANT 18" O.C. 3. PRIOR TO ANY EXCAVATION, IN ADDITION TO DIG SAFE NOTIFY APPROPRIATE UTILITY COMPANY ( ) ' E E ELECTRIC (UNDERGROUND) OR AUTHORITY TO VERIFY EXACT DEPTH AND LOCATION �OF EXISTING UNDERGROUND UTILITIES. INDIVIDUAL TO PERFORM ALL MONITORING. THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE ENTITY OR INDIVIDUAL `` 1 4" r - - . • • - -VZ VZ VERIZON DUCT BANK LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND THE CONTRACTOR SHALL BE PROVIDED TO THE LOCAL CONSERVATION COMMISSION, DPW & BOH. THE OWNER'S REPRESENTATIVE SHALL BE r REQUIRED TO KEEP A LOG OF ALL REQUIRED INSPECTIONS AND MAINTENANCE REQUIRED. THE LOG SHALL BE MADE o0 SHALL BE RESPONSIBLE TO LOCATE AND PROTECT UTILITIES IN THE FIELD WHETHER OR NOT SHOWN ON 000° 18" co F F FIRE SERVICE THE DRAWINGS. AVAILABLE TO THE CONSERVATION COMMISSION DPW & BOH. oo° " " ° ° G G GAS COMPACTED 3/4 0 TO 1-1/2-0 o " 3/8"s� CONT. RE-BAR THE DRAINAGE SYSTEMS INCLUDE DEEP-SUMP CATCH BASINS, WATER QUALITY STRUCTURES AND SUBSURFACE 1 2" PREFORMED JOINT CRUSHED STONE o° 8 2" FROM BOTTOM OHW OHW OVERHEAD WIRE 4. THE DOCUMENTS MAY INDICATE RESULTS OF BORINGS AND/OR TEST PITS. THESE INVESTIGATIONS / ` AND RESULTANT INTERPRETATIONS WERE MADE FOR THE SOLE PURPOSE OF PROVIDING DESIGN DATA INFILTRATION BED. THESE FACILITIES PROVIDE PARTIAL TREATMENT OF STORMWATER RUNOFF PRIOR TO FILLER - (MASS. SPEC.) oo°2o° • PL PL PROPERTY LINE FOR THE USE OF THE DESIGN TEAM ONLY. INTERPRETATION OF THE DATA FOR PURPOSES OF DISCHARGE TO RESOURCE AREAS AND/OR INFILTRATION TO GROUNDWATER. FULL DEPTH OF SLAB. S - S - SANITARY SEWER CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DURING THE COURSE OF USE AT ALL EXPANSION JTS. W W WATER CONSTRUCTION, ALL INTERPRETATIONS OF SOIL SUITABILITY SHALL BE MADE BY THE ARCHITECT. CONSTRUCTION MONITORING/MAINTENANCE PROCEDURES SHALL BE AS (EXPANSION JTS. 30' O.C.) PROVIDE HAUNCH ON BOTH SIDES EP UNDERGROUND ELECTRIC PRIMARY SERVICE THE DECISION OF THE ARCHITECT SHALL BE FINAL AND BINDING ON THE CONTRACTOR. FOLLOWS: (RESPONSIBILITY OF CONTRACTOR) OF WALK WHERE WALK DOES NOT ABUT 8" 1. SILT BARRIER: COMPACTED SUBGRADE VERTICAL CONCRETE SURFACE OR AT CURB T/CATV UNDERGROUND CABLE TELEPHONE & CABLE TV 5. REFER TO THE SPECIFICATIONS. IN ADDITION TO THOSE REQUIREMENTS, SITE PREPARATION SHALL MONITOR SILT BARRIER ON A WEEKLY BASIS AND AFTER EVERY RAIN ALSO INCLUDE THE FOLLOWING: STORM. REPAIR ANY DAMAGED AREAS IMMEDIATELY. REMOVE AND - -- 64 ----- - 64 CONTOUR A. IN THE COURSE OF INSTALLING THE UNDERGROUND UTILITIES, REMOVE ANY DISPOSE OF ALL CAPTURED SEDIMENT. LONGITUDINAL SECTION CROSS SECTION ABANDONED FOUNDATION, UTILITY STRUCTURES, ETC., ENCOUNTERED WHICH INTERFERE 2. PAVED AREAS: BCC BCC BITUMINOUS CONC. CURB WITH THE UTILITY WORK. ALL SUCH STRUCTURES SHALL BE COMPLETELY REMOVED AND PARKING LOT, ROAD AND ALL ACCESS WAYS AND GUTTERS SHALL BE CARE COD BERM SHALL BE BACKFILLED WITH GRAVEL COMPACTED IN 9" LIFTS TO 95% COMPACTION TO SWEPT CLEAN OF ALL DEBRIS. SWEEPING SHALL BE PERFORMED ON A CCB- - - - CCg 6 BELOW THE BOTTOM OF THE PIPE AND UTILITY. WEEKLY BASIS. 7 CONCRETE SIDEWALK DETAIL PRECAST CONC. CURB B. IF DURING EXCAVATION THE TRENCH WIDTH EXCEEDS THE SUM OF THE PIPE O.D. PLUS 3. CATCH BASINS AND DRAIN MANHOLES_ C0.1 N.T.S. PCC PCC " " ALL CATCH BASINS AND DRAIN MANHOLES SHALL BE INSTALLED AS DETAILED AND 2 Q , PLACE AND COMPACT THE FILL TO 12 ABOVE THE PIPE AND RE-EXCAVATE TO INSPECTED AFTER EVERY RAIN STORM. SHOULD CATCH BASIN SUMPS BECOME FILLED VGC VGC VERTICAL GRANITE CURB REQUIRED GRADES. WITH SEDIMENT TO HALF ITS DEPTH (2') OR (1') FOR DRAIN MANHOLES THEY x64.0 x64.75 SPOT GRADE C. AT THE POINT WHERE BULK EARTH MOVING HAS BEEN COMPLETED TO THE SUBGRADE SHALL BE CLEANED IMMEDIATELY. LEVEL AND PRIOR TO PLACING UTILITIES, CURBING, OR PAVING, PROOF ROLL THE ENTIRE 4. WATER QUALITY INLETS: o -°�- CHAINLINK FENCE AREA IN THE PRESENCE AND UNDER THE SUPERVISION OF THE SOILS LABORATORY. ALL WATER QUALITY INLETS SHALL BE INSTALLED AS DETAILS AND INSPECTED PROOF- ROLLING SHALL CONSIST OF MAKING NOT LESS THAN (5) PASSES OVER THE AREA AFTER EVERY RAIN STORM. SHOULD STRUCTURE BECOME FILED WITH SEDIMENT x x x x- CONSTRUCTION CHAINLINK FENCING WITH A VIBRATOR DRUM ROLLER WEIGHING AT LEAST 10,000 lbs. THE SOILS LAB WILL 4' x 4' LEVEL LANDING AREA CONDUCT FIELD DENSITY TESTS AND WILL DETERMINE CORRECTIVE MEASURES TO BE DONE, TO A DEPTH OF 1' WITHIN ANY CHAMBER, THEY SHALL BE CLEANED IMMEDIATELY. 1.5% SLOPE MAX. IN ALL DIRECTIONS NOTE: FOR CONCRETE RAMPS PROVIDE IF ANY, BASED ON THE PROOF-ROLLING. 5. SUBSURFACE INFILTRATION BEDS: DRAIN MANHOLE HEAVY BROOM FINISH ON RAMP r DMH SUBSURFACE INFILTRATION BEDS SHALL BE INSPECTED AFTER EVERY p ti(N sr� �S S® SEWER MANHOLE 6. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL TOWN SPECIFICATIONS. RAIN STORM. CARE SHALL BE TAKEN TO PREVENT SILTATION OF THE BEDS AND SIDE SLOPES PERPENDICULAR 0K � �s�'15T�?t1ER ;rt AFTER INSTALLATION. PRETREATMENT BMP'S (CATCH BASINS AND WATER �, TO FLOW OF TRAFFIC_ G. 0A AND COMM FIRE DISTRICT REGULATIONS. QUALITY STRUCTURES) MUST BE MAINTAINED AND CLEANED PER THE EXPANSIO JOINT ` ° OCB CATCH BASIN " ( ) AFOREMENTIONED PROCEDURES TO ENSURE PROPER FUNCTIONING. ��� �Q�-' do 7. STORM DRAINS 12 AND OVER SHALL BE ADS N-12 HDPE PIPE H-20 WITH WATER TIGHT UTILITY POLE RUBBER GASKET JOINT UNLESS NOTED OTHERWISE- JOINTS SHALL MEET OR EXCEED ASTM BEDS SHALL BE MONITORED FOR ANY PONDING AND SEDIMENT/DEBRIS. '� EXPANSION J NIT `TL �' D3212 LAB TEST AND ASTM F1417 WATERTIGHT FIELD TEST_ SEDIMENT AND DEBRIS SHALL BE REMOVED BY A VAC-TRUCK. Qk, `"" Ii7IVA�rtG t. CTB CTB l0 57 SLOPE CONCRETE THRUST BLOCK " DISPOSAL OF THE ACCUMULATED SEDIMENT MUST BE IN ACCORDANCE WITH MAX. �� }' FIRE HYDRANT 8. SEWER PIPING AND STORM DRAINS 10 AND UNDER SHALL BE MANVILLE ASTM D-3034 SDR-35 � H P.V.C. SEWER PIPE WITH PUSH-ON RUBBER RING JOINTS. ALL APPLICABLE LOCAL, STATE, AND FEDERAL GUIDELINES AND REGULATIONS. QF, oQ Y GARCIA•GALUSKA•DESOUSA pd GATE VALVE AND CURB BOX 7.5q SLOPE �� `' 59 CONSULTING ENGINEERS INC. GV GV 9. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DRAWINGS FOR PHASING OF PROJECT POST CONSTRUCTION MONITORING/MAINTENANCE PROCEDURES SHALL BE �o Q}' °1° P SLOPE ( HANDICAP SYMBOL (PRKG. SPACE) AS FOLLOWS: (RESPONSIBILTY OF THE OWNER) MAX 1h 7.57. MAXLOPE ,�h M--���i_ 508 998-57 CORNER ROAD, ovzruourH. Mn o"-d.zom 1_ PAVED AREAS: sos-aas-s�oo• FAX sob-a98-0sas• E-MAIL inrooa 9 e.�m E® ELECTRIC MANHOLE 10 PROPOSEDEORSHALL BE EXISTING WATERLED L NEST MINIMUM 10 FOOT HORIZONTAL SEPARATION FROM ANY PARKING LOT, ROAD AND ALL ACCESS WAYS AND GUTTERS SHALL BE TRANSITION CURB EDGE OF BITUMINOUS CONCRETE I�FDC FIRE DEPARTMENT CONNECTION SWEPT CLEAN OF ALL DEBRIS. SWEEPING SHALL BE PERFORMED, AT A a - 11. WHENEVER SEWER LINES MUST CROSS WATER LINES THE SEWER SHALL BE INSTALLED SO THAT MINIMUM, IN MARCH AND OCTOBER OF EACH YEAR. 4>-O" 6'-0" BORING LOCATION THE TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHERE 1$ LEVEL SLOPED " 2. CATCH BASINS AND DRAIN MANHOLES: 4-p " TRANSITION CURB INCH VERTICAL SEPARATION & 10 FEET HORIZONTAL SEPARATION CAN NOT BE MET AT WATER AND ALL CATCH BASINS SHALL BE INSPECTED TO ENSURE THEY HAVE LEVEL 6'-0 4_0 CONTINUOUS CURB � � � TEST PIT LOCATION SEWER CROSSINGS, BOTH THE WATER AND SEWER PIPE SHALL BE CONSTRUCTED OF MECHANICAL JOINT ADEQUATE SUMP CAPACITY OIL GREASE TRAPS ARE IN PLACE FRAMES SLOPED � " OR POURED IN f Tp Tp CEMENT-LINED DUCTILE IRON PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF CROSSING. BOTH / LEVEL F.F.E- F.F_E. FINISH FLOOR ELEVATION (FIRST FLOOR) PIPES SHALL BE PRESSURE TESTED BY AN APPROVED METHOD TO ASSURE WATERTIGHTNESS. AND INSPECTED ES ARE NOT TO ENSURE DAMAGED. GRATES ARENNOTES SHALL DAMAGED BAND EDGEE SIDEWALK AS CALLED F&I FURNISH AND INSTALL 12. WHENEVER ELECTRIC DUCT BANKS/CONDUITS MUST CROSS ANY UTILITY LINE SERVICE ARE DRAINING FREELY. STRUCTURES SHALL BE INSPECTED MONTHLY. FOR ON PLANS • eGCO GROUND CLEANOUT THE ELECTRIC DUCT BANKS/CONDUITS SHALL BE INSTALLED SO THAT THE BOTTOM CATCH BASIN SUMPS SHALL BE CLEANED AT LEAST FOUR TIMES A YEAR AT $ DETAIL OF ACCESSIBLE CURB CUT OF THE ELECTRIC DUCT BANKS/CONDUITS ARE AT LEAST 12" ABOVE THE TOP OF THE UTILITY A MINIMUM. IN ADDITION TO THIS REQUIREMENT, SHOULD CATCH BASIN C0.1 N.T.S. INV. INV. INVERT ELEVATION SUMPS BECOME FILLED WITH SEDIMENT TO HALF ITS DEPTH (2') THEY N.T.S. NOT TO SCALE SERVICE. WHERE 12 INCH VERTICAL SEPARATION CAN NOT BE MET ABOVE THE TOP SHALL BE CLEANED. OF THE UTILITY SERVICE, THE ELECTRIC DUCT BANKS/CONDUITS SHALL BE RUN 12 BELOW WQS WATER QUALITY STRUCTURE THE BOTTOM OF THE UTILITY SERVICE. 3. WATER QUALITY INLETS: ALL WATER QUALITY INLETS SHALL BE INSPECTED TO ENSURE THEY HAVE NOTE: FOR CONCRETE RAMPS PROVIDE n i imai V.I.F. VERIFY IN FIELD 13. CONTRACTOR SHALL MAKE PROVISIONS TO PROVIDE EXCAVATION AND BACKFILL SERVICES ADEQUATE SUMP CAPACITY, PIPE TEES ARE IN PLACE, AND ACCESS HEAVY BROOM FINISH ON RAMP TRAFFIC FLOW DIRECTION TO THE LOCAL GAS COMPANY FOR THE INSTALLATION OF NEW GAS SERVICE AND/OR THE COVERS AND GRATES ARE NOT DAMAGED. THE STRUCTURES SHALL BE - J THE REMOVAL OF EXISTING GAS SERVICES. COORDINATE ALL INSTALLATIONS AND REMOVAL INSPECTED MONTHLY AND SHALL BE CLEANED AT LEAST FOUR TIMES A AND SIDE SLOPES PERPENDICULAR OF GAS SERVICES WITH LOCAL GAS CO. YEAR AT A MINIMUM. IN ADDITION TO THIS REQUIREMENT, SHOULD TO FLOW OF TRAFFIC. p VE STIR 14. DRAIN PIPES LABELED D.I. SHALL BE DUCTILE IRON PIPE WITH FLANGED FITTINGS. STRUCTURES BECOME FILED WITH SEDIMENT TO A DEPTH OF 1' EXPANSION JOINT _ - O MET WITHIN ANY CHAMBER THEY SHALL BE CLEANED IMMEDIATELY. 4' 0 6'-0" O 15. DRAIN MANHOLES #1 SHALL BE EQUIPPED WITH A RODNEY HUNT SLUICE GATE ON THE OUTLET 4. SUBSURFACE INFILTRATION BEDS: LEVEL SLOPEp 4'-0" ° MA SIDE OF THE MANHOLE. CONTRACTOR SHALL COORDINATE WITH RODNEY HUNT COMPANY FOR SUBSURFACE INFILTRATION BEDS SHALL BE INSPECTED ON A BI-ANNUAL LEVEL 6�-Ob SIZE AND MOUNTING OF SLUICE GATES. SEE DETAILS #2 ON SHEET CO.2 BA51S, IN MARCH AND OCTOBER, AND AFTER EVERY MAJOR STORM EVENT �, SLOPED 4'-°" 02 44 2500 (2-YEAR). BEDS SHALL BE MONITORED FOR ANY PONDING AND ' o LEVEL 16. CONTRACTOR SHALL PREPARE AND SUBMIT THE EPA NOTICE OF INTENT (N.0.1.) SEDIMENTATION/DEBRIS. SEDIMENT AND DEBRIS SHALL BE REMOVED BY S-PE �r'� S0 FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY A VAC-TRUCK. MAX- UNDER THE EPA NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEMS (NPDES) Qk. OQF. GENERAL PERMIT. CONTRACTOR SHALL DEVELOP AND IMPLEMENT A STORM WATER DISPOSAL OF THE ACCUMULATED SEDIMENT MUST BE IN ACCORDANCE WITH c�� 7. P ��, POLLUTION PREVENTION PLAN (SWPPP) PER THE REQUIREMENTS OF THE EPA ALL APPLICABLE LOCAL, STATE, AND FEDERAL GUIDELINES AND REGULATIONS. ��o �P� �� �P� 5%SLOE GENERAL PERMIT. AT PROJECT COMPLETION CONTRACTOR SHALL SUBMIT A ►NAX. THE RESULTS OF THE INSPECTIONS, ALONG WITH THE DETERMINATION OF NOTICE OF TERMINATION (N.O.T.) TO THE EPA. ANY REMEDIAL WORK THAT MAY BE FOUND TO BE NECESSARY AS A RESULT 17. NEW WATER AND FIRE SERVICES SHALL BE INSTALLED BY THE COMM FIRE DISTRICT. TESTING OF THE INSPECTION, SHALL BE SUBMITTED TO THE TOWN OF BARNSTABLE EDGE OF BITUMINOUS CONCRETE AND CHLORINATION OF EXTERIOR PORTIONS SHALL BE PROVIDED BY THE DISTRICT. WITHIN (30) DAYS OF THE INSPECTION. PROVISIONS FOR INSPECTIONS AND TRANSITION CURB ANY REMEDIAL REPAIRS DEEMED NECESSARY SHALL BE THE RESPONSIBILITY OF THE OWNER. TRANSITION CURB EXPANSION JOINT CONTINUOUS CURB OR POURED IN PLACE SIDEWALK EROSION & SEDIMENT CONTROL NARRATIVE FOREONSPLANS REFER TO DETAIL OF 9 DETAIL OF ACCESSIBLE CURB CUT 1. EROSION CONTROL MEASURES SHOWN HEREIN ARE A MINIMUM. CONTRACTOR SHALL FURNISH THE SERVICES WALKWAYS OF AN INDEPENDENT CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL TO PREPARE A CO.1 N.T.S. STORMWATER POLLUTION PREVENTION PLAN (SWPPP). PRIOR TO COMMENCEMENT OF DEMOLITION SITE " TYPE VB-MASS SPEC PREPARATION OR EARTHWORK SAID PLAN SHALL BE IMPLEMENTED. THE INITIAL METHOD OUTLINED IS GRANITE CURB INTENDED TO ROUTE ALL PRACTICABLE SURFACE WATER FROM THE EXCAVATION AREA INTO EROSION CONTROL FACILITIES- THE CONTRACTOR SHALL INSTALL ANY ADDITIONAL PROTECTIVE MEASURES AS REFER TO APPLICABLE MAY BE REQUIRED TO CONTROL EROSION AND SEDIMENT RUNOFF FROM THE SITE DURING CONSTRUCTION. \ PAVING SECTION & 3-1/2" BITUMINOUS Revisions: 2. STAKE THE LIMIT OF WORK TO ENSURE THAT ALL WORK WILL BE INSIDE THE EROSION CONTROL FACILITY. BIT. CONC. BERM PAVING ADDITION AT 4'(W) x 4'(L) CONCRETE PAVING " " " �`,! II EXISTING AREAS REINFORCING (2 WIRE CLEAR) (4,000# CONCRETE) MACHINE FORMED , THE LIMIT OF WORK WILL BE INDICATED BY CONSTRUCTION FENCE. THE MESH WILL INCLUDE BUILDINGS, 12 1 6 PARKING FACILITIES, ACCESS ROADS, DETENTION/RETENTION BASINS, EQUIPMENT STAGING AREAS AND 15"-17' 2" FIN. GRADE ALL MATERIAL STOCKPILE AND HANDLING AREAS. " 1 RADIUS -1/2" WE COURSE .. � 1 WEARING C - �ii=n1757 F 2 BINDER COURSE " - R , CLASS C CEMENT ON ST " 3. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES ON SITE, APRE-CONSTRUCTION CONFERENCE SIDE - COMPACTED GRAVEL i %f :3• - • CD ; • • n • • ��' \;HELD ON SITE TO ESTABLISH SUPERVISORY AND INSPECTION PROCEDURES FOR SEDIMENT AND TOP COURSE I _ 17T-3 ON BACK SIDE ' SHALL BE \ \; 4 G d G \x \\ i�/ EROSION CONTROL MEASURES. THIS MEETING SHALL BE ATTENDED BY THE CONTRACTOR, APPLICANT/OWNER, BINDER f " ARCHITECT/ENGINEER AND THE LOCAL CONSERVATION AGENT. 12" GRAVEL BASE - 12 MASS. SPEC. M1.03.1 MASS. SPEC. M1.03.1 " " " COMPACTED GRAVEL " GRAVEL BASE PLACED 4. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR PROTECTION OF ANY LANDS OR PROPERTIES AS MAY 6 6 5 6 18 HAUNCH °° o° C P T LIFTS AND BE SUBJECT TO ANY AFFECT OR BY-PRODUCT OF HIS DEMOLITION/CONSTRUCTION EFFORT. SPECIAL CARE - SUB BASE - _ - - COMPACTED TO 95% TO AVOID EROSION OF FILL OR CUT SLOPES ONTO ADJACENT PROPERTIES OR DOWNSTREAM I 6" o�o - SHALL BE TAKEN a SILTATION OF DIVERSION OF EXISTING DRAINAGE. ANY DAMAGE IS TO BE CORRECTED IMMEDIATELY BY THE _� I-III III III III CONTRACTOR AT NO COST TO THE OWNER. " 8" GRAVEL BASE it, t I II 1 II I II I III�1I I II li .I SUITABLE STABLE 6 I II-II I=11I-' SUBGRADE 5. THE WORK IS TO BE PHASED. CONSTRUCT THE PROJECT IN PHASES AS DIRECTED BY THE ARCHITECT/ENGINEER (TYP.) CO SPEC M2O 95 I III=III-' COMPACTED TO 95% ;III-11 TO SUIT THE PROJECT SCHEDULE. 6. GENERAL SEQUENCE SHALL BE AS FOLLOWS: , DETAIL OF BITUMINOUS CAPE COD BERM 3 DETAIL OF VERTICAL GRANITE CURB 5 CONDENSOR PAD DETAIL ,o STANDARD PAVING SECTION Centerville A. ESTABLISH HAYBALE/SILT BARRIER & CONSTRUCTION FENCE PRIOR TO ANY EARTHWORK C0.1 N.T.S. C0.1 N.T.S_ C0.1 N.T.S. C0.1 N.T.S. Osterville B. INSTALL SITE ENTRANCE MATS AT SITE CONSTRUCTION ENTRANCES AS DETAILED. C. CONSTRUCT TEMPORARY SETTLING BASINS AND INSTALL EROSION CONTROL DEVICES. D. CLEAN AND GRUB VEGETATION AS REQU IRED. REMOVE AND DISPOSE OF ALL STUMPS FROM SITE. No IO�IarstonS Mills E. PERFORM MASS EARTHWORK AND ROCK EXCAVATION FOR THE SITE. CHAINLINK FENCE POST- F. PROTECT ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES FROM SEDIMENT BY REFER TO CHAINLINK FENCE DETAIL Fire Rescue THE USE OF DANDY BAGS AND HAY BALES AT CATCH BASIN AS DETAILED. c 7. AT NO TIME SHALL SILT LADEN WATER BE ALLOWED TO ENTER ENVIRONMENTALLY SENSITIVE AREAS AND Station #2 EXISTING OR NEW DRAINAGE SYSTEMS. RUNOFF FROM DISTURBED SURFACES SHALL BE DIRECTED THROUGH SETTLING BASINS AND EROSION CONTROL MEASURES PRIOR TO ENTERING ANY ENVIRONMENTALLY SENSITIVE REFER CHAINLINK FENCE POST- AREAS OR THE DRAINAGE SYSTEM. REFER 'f0 CHAINLINK FENCE DETAIL 8. DEWATER ALL EXCAVATIONS AND TRENCHES, AS REQUIRED, WITH DEWATERING BAGS AND OUTFALLS AT " ALL LAYOUT DIMENSIONS NOTED Sheet CONTROLLED TEMPORARY SETTLING BASINS. 6 LOAM & SEED " 1" TO REVEAL FACE ARE TO THIS LINE SITE UTILITY OVER GRANULAR FILL 6 Title: 9, INSTALL STONE REINFORCED SILT BARRIER AROUND STOCKPILE AREAS, TRUCK WASH DOWN AREAS AND 10'-0" VEHICLE FUELING AREAS. REFER TO STANDARD " "L1" SHAPED(ALUMINUM EDGING LEGEND, DETAILS P.C.C. ON (3) SIDES 6 THICK CONC. PAD REINF. & NOTES 10. INSTALL TEMPORARY SEED OR MULCH AND EROSION CONTROL BLANKETS (ECB) TO ALL AREAS T PAVING SECTION OF DUMPSTER WITH 6/6 #6 WWM. FULL ENGH1' OF TRENCH IMMEDIATELY UPON FORMATION OF GRADES. i�� I j! i MAINTAIN 2" CLEAR SPACE FROM BOTH SIDES i'' =- 6" EDGE OF CONCRETE SEE DWG'S FOR SIZE 5" BITUMINOUS 11. SURFACE STABILIZATION MUST BE IMPLEMENTED WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN A -I -'� PORTION OF THE SITE THAT HAS CEASED OR IS TEMPORARILY HALTED. ;-__ � 10, 6"x6" N0. 6 WIRE MESH (4,000# CONCRETE) CONCRETE PAVING s 6" PITCH (�A 1.5% REINFORCING (2" CLEAR) 12. TRUCK WASH DOWN AREA SHALL BE 20(L)X20'(W) AT A MINIMUM SURROUNDED BY STONE REINFORCED _� 1/2" d SILT BARRIER. ACCUMULATED CONCRETE SHALL BE EITHER RECYCLED ON SITE OR DISPOSED OF AT AN 2 - PITCH 1.5% FIN. GRADE "" I DOWEL - f 2" WEARING COURSE Date: 12-March-08 Drawn ByiVCK APPROVED OFF-SITE LOCATION. • ; L CONTRACTOR REFUELING AREA SHALL BE 20' L X20' W AT A MINIMUM SURROUNDED BY STONE CURB SHALL BE 5000 psi CONC. 18 0 4 -S L, 13_ CO O O • �-• • • . , 5 3" BINDER COURSE REINFORCED SILT BARRIER. AREA SHALL BE SCRAPED AND REDRESSED MONTHLY. THE DEPTH SHALL BE W/ (2) #4 REBARS & INTERLOCKING c g , ° G ('' 4 `. - IN THE FIELD. SCRAPED MATERIAL SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED DOWEL PINS SYTEM. FILL & TOOL a CLASS "C" CEMENT ON Scale: N.T.S. Project No.: 2704 DETERMINED " d LANDSCAPE WEED o OFF-SITE LOCATION. BUTT JOINTS W/ 3/8"-1/2" .4 BT. SIDE-COMPACTED c 6 LAYER OF BLOCK FABRIC ° 12" MASS. SPEC. M1.03.1 CEMENT MORTAR. c a REFER TO PLANS 3/4" CRUSHED pq p�Qq " 14. AS SOON AS PAVING OF DRIVES IS COMPETED, ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF ANY °O 0 GRAVEL ON BACK SIDE STONE LAYER OF GRAVEL BASE PLACED ACCUMULATED SEDIMENT. THEREAFTER, CLEAN UP SHOULD FOLLOW LONG TERM MAINTENANCE PLAN. ° FOR FINISH /4" CRUSHED STONE o o IN (3) 4" LIFTS AND 12" HAUNCH 12" HAUNCH LANDSCAPE WEED " o 00 BLOCK FABRIt� 18 HAUNCH °� �� COMPACTED TO 95% 15. CONTINUALLY MONITOR ALL SILT BARRIER AND EROSION CONTROL DEVICES ON A WEEKLY BASIS, REPAIR 6" 7" 6" " 8" 8" MASS. SPEC. M1.03.1 _ - - - - - - 6 GRAVEL OR CRUSHED 1=III=III=III=III=' ANY DAMAGED AREAS IMMEDIATELY. REMOVE ALL CAPTURED SEDIMENT AS REQUIRED AND DISPOSE OF. GRAVEL BASE PLACED -III=III-III-III-I' INSTALL ADDITIONAL MEASURES AS DIRECTED BY THE OWNER, LOCAL DPW, CONSERVATION OFFICER AND THE STONE SET TO EVEN GRADE IN (2) 4" LIFTS AND 8" 8" GRAVEL BASE SUITABLE STABLE ARCHITECT/ENGINEER. COMPACTED TO 95% (TYP.) (MA SPEC M2.01.1) I-I I-III-III-�' SUBGRADE COMPACTED TO 95% -III-IIII1III- 16. CONTRACTOR SHALL REDUCE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AS REQUIRED 1=III-I11-' BY CONSTRUCTION ACTIVITIES. CONSTRUCTION ACTIVITIES SHALL BE SO SCHEDULED SO THAT THE LEAST AREA ;III-1I i- OF DISTURBED SOIL IS EXPOSED AT ONE TIME. IN DISTURBED AREAS NOT SUBJECT TO TRAFFIC, CONTRACTOR SHALL 2 DETAIL OF PRECAST CONCRETE CURB 4 DUMPSTER PAD DETAIL 6 GENERATOR PAD DETAIL „ HEAVY PAVING SECTION USE TEMPORARY SEEDING AND MULCHING OPERATIONS. IN DISTURBED AREAS SUBJECT TO TRAFFIC, CONTRACTOR C01 N.T.S. C0.1 N.T.S. 93 SHALL SPRINKLE SURFACE WITH WATER TO MINIMIZE DUST. DUST CONTROL MEASURES SHALL BE MAINTAINED CO.1 N.T.S. C0.1 N.T.S. THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. 17. REMOVE CONSTRUCTION FENCE, SILT BARRIER AND EROSION CONTROL MEASURES ONLY AFTER ESTABLISHMENT OF PERMANENT VEGETATION- I 6' SCH. 40 BUTT WELD CAP. WELD TO PIPE & GROUND SMOOTH � LEBARON # LC2489DG/L24C32 WATERTIGHT BROOM FINISH CONC., LeBARON No. LF-248-2 C.I. (24"�) C_I. FRAME AND COVER SET IN FULL BED OF FRAME & GRATE SET IN PITCH AWAY FROM z MORTAR. COVER SHALL BE CLEARLY LABELED W/ THE WORD 'SEWER'_ FULL BED OF MORTAR SEE STANDARD BOLLARD � 6"0 SCH. 40 STEEL PIPE FILLED w CONC. PAVING DETAIL DEPTH, REFER TO STANDARD FIN. GRADE WITH HDPE BOLLARD FINSIH GRADE CAULK PENETRATION WITH MANHOLE DETAIL FOR EACH COVER. COLOR AS SELECTED WATERTIGHT PACKING & GROUT INDIVIDUAL STRUCTURE BY ARCHITECT SEE MANHOLE—_2 " I ` ADJUST TO FIN. GRADE W 8 RISER DETAIL 240 PLUG ALL LIFTING HOLES IN PRECAST RUN 3/4 THICK MORTAR - - / WITH NON-SHRINK GROUT WATERPROOFING UP AND OVER SEWER BRICK, MIN. OF (2) & _ _ CATCHBASIN FLANGE MAX. OF (6) COURSES OF BRICK RUN 3/4' THICK MORTAR I °I EACH ALTERNATE COURSE TO EACH UP AND OVER x j 2'-6" TRANSITION SECTION BE STAGGERED MANHOLE FLANGE I 18'0 CONCRETE ALL PIPE & FITTINGS AT DROP PRECAST REINFORCED TOP BUILD MANHOLE TO FIN. GRADE a SECTION SHALL BE P.V.C_ PRECAST REINF. CONC. M.H. SECTION, SLAB WITH '0' RING W/ 8' SEWER BRICK MIN. OF (2) BASE & BARREL TO CONFORM TO -- -- - COAT ENTIRE OUTSIDE OF SEWER ASTM C-478. SEAL JOINTS WITH C & MAX. OF (6) COURSES OF BRICK MANHOLES w/(2) COATS OF OUTSIDE 1 1/4' MASTIC JOINT GASKET PRECAST REINF. CONCRETE OUTLET 3 4 THICK CEMENT MORTAR BIT. WATERPROOFING MANHOLE SECTIONS TO ON SIMILAR TO KENTSEAL #8 CONFORM TO ASTM C-478 SEAL WATERTIGHT CAST IN RUBBER SEALING BOOT & SEAL JOINTS w/ 1-1/4' X i w/THIOKOL OR EQUAL 11 BOLLARD DETAIL STAINLESS CLAMP ON INSIDE_ GROUT MASTIC JOINT GASKET 4'-0" LeBARON MODEL 1$R48 C0.2 N.T.S. C ENCASE PIPE TOTALLY W/ 6 BETWEEN PIPE & BOOT SIMILAR TO KENTSEAL #8 SUMP OIL & TRASH HOOD DIAMETER, REFER TO STANDARD OF POURED IN PLACE 2000# CONC MANHOLE DETAIL FOR EACH rvr OUTLET ALL AROUND AND OVER PIPE <: INDIVIDUAL STRUCTURE PLACED AGAINST FIRM MATERIAL 4 - 8 " - 00 GRATE CONSTRUCT SEWER INVERT W " A MIN. 6 LAYER OF 3/4 0 STONE 00 00 " " / FULL WIDTH OF EXCAVATION 6" LAYER OF 3 4' TO O 00 00 8 SEWER BRICK & 3 8 FLUSH � rt-� .� O O 00 O O O O O /" 4-0 COMPACT TO 95% PROCTOR ._ r / O O 00 LIFT STRAPS MORTAR JOINTS. SLOPE � 1/8 PER FT_ P 1-1/2"sa COMPACTED 000000 h~`- CHANNEL TO BE FULL HT. OF PIPE 6" s' 4'-0" 11 8 MANHOLE RISER DETAIL 6' 5' (5•-0-Fm DwBa aux15" 6 CRUSHED STONE I PROVIDE PIPE JOINT OR COUPLING N.T.S. 3'-0" MAX_ FROM M_H. 4 CATCH BASIN DETAIL -- DANDY BAG®II DROP SEWER MANHOLE DETAIL co.2 N.T.S. C0.2 N.T.S. STANDARD FABRIC IS AN ORANGE WOVEN ,'(NOF�s I MONOFILAMENT a�a� s CHRI TO?HER I M. ARCIA 14' SQ. x 10" DP. POURED CONC. L PAD SET FLUSH WITH GRADE w/i' CHAMFERED EDGES IN GRASS OR LEBARON #LA-248-2 (24"0) C.I. M.H. DUMPING STRAP LEBARON #LA-248-2 (24"0) C.I. M.H. NONPAVED AREAS FRAME AND COVER SET IN FULL BED OF j 1 ALLOWS FOR EASY �F lSTER a� FRAME AND COVER SET ss/QN 'L Eta LEBARONLA0910 CLEAN OUT MORTAR. COVER SHALL BE CLEARLY REMOVAL OF CONTENTS IN FULL BED OF MORTAR. LOCKING COVER. SET TOP FLUSH LABELED W/ THE WORD "DRAIN". 4' ROUND l COVER SHALL BE CLEARLY w/FIN. GRADE SET IN FULL BED OF MORTAR ALUMINUM DOWNSPOUT LABELED W/ THE WORD -DRAIN-. PAVING SEE LANDSCAPE DWG'S FOR DETAILS 4" PVC THREADED WITH PLUG SEE MANHOLE-- � GARCIA•GALUSKA•DESOUSA 2" SQUARE OPERATING NUT RISER DETAIL 24' ZIJRN #Z-1474 CAST IRON EXISTING/ NEWdI ` CONSULT/NG ENGINEERS lNC_ SEE MANHOLE 370 FAUNCE CORNER ROAD, DARTMOL", MA 02747-1217 RISER DETAIL 24 ° . USED TO RAISE AND LOWER GATE 2'-0" TRANSITION SECTION " CILEANOUT HOUSING SET. CATCH BASIN sos-998-5700• FAX sob-9g8-0as3• EMAIL infoog g-d.tom d ° COORDINATE LOCATION WITH PLUG ALL LIFTING HOLES IN PRECAST 24 SQ.x6' DP, TOP FLUSH w/ FINISH IRODNEY HUNT CO. WITH NON-SHRINK GROUT CONC. PAD PRECAST REINF. CONC. d CORE DRILL PRECAST REINF. CONC. M.H. SECTION, GRADE. CENTER OF PAD TYPICAL STEM SUPPORT BY G.C. MANHOLE SECTIONS TO 6'0 OPENING FOR COORDINATE QUANTITY AND BASE & BARREL TO CONFORM TO CONFORM TO ASTM C-478 STEM PENETRATION SPACING WITH RODNEY HUNT CO. COPOLYMER POLYPROPLENE ASTM C-478. SEAL JOINTS WITH SEAL JOINTS w/ 1-1/4" PLASTIC STEPS 12" O.C. 1-1/4' MASTIC JOINT GASKET BY ROOFING �3. MASTIC JOINT GASKET CONTRACTOR LIM m TYPICAL SLUICE GATE MOUNTED ON D.I. SIMILAR TO KENTSEAL OPERATING � FIN. GR. SIMILAR TO KENTSEAL #8 r, STEM COORDINATE I SIZE AND MODEL FROM OF LL NON-SHRINK GROUT NON SHRINK Y SLUICE GATE WITH RODNEY HUNT CO. 4' PVC EIGHTH BEND GROUT (TYP.) " "• ' " MECHANICAL JOINT SLOPE 1/8' PER FOOT OUTLET 4' PVC 36 CONNECTION CEMENT CONCRETE CHANNEL 4 x6 EIGHTH 24' MIN. f OFFSET PIPE AT SHALLOW REDUCER COVER FULL HEIGHT OF PIPE 12 DANDY BAG I I INLET � � $ FOOTING CONDITIONS BEND � DUCTILE IRON DUCTILE _ " MIN. 6' LAYER OF 3/4' OUTLET PIPE IRON 4'-0 ' TO 1-1/2'0 COMPACTED C0.2 N.T.S. 6 5' 5" 6" CRUSHED STONE 2'-0" SUMP FLANGED END 6"OR QUARTER BEND 6 x4" PVC TEE WYE 6" MIN. LAYER OF d;b BELOW OUTLET MONOLITHIC EXTENDED BASE 1-1/4" TO 2" CRUSHED STONE SECTION EX. GRADE 48 UR O V E STREET MIN 6' LAYER OF STANDARD DRAIN MANHOLE DETAIL 9 DOWNSPOUT CONNECTION AT GRADE DETAILr SO / ��1 LL [ of Q / / - .--- — COMPACTED 6'S' - --4;-.O;�—__,_5A �p C0.2 N.T.S. C0.2 N.T.S. CRUSHED STONE 25'-D' LAYER OF MIRAFI 140N FILTER FABRIC 2 DMH 1 SLUICE GATE DETAIL co.2 N.T.S. 13 SITE ENTRANCE MAT DETAIL C0.2 N.T.S. FINISH GRADE LANDSCAPED PAVED 6" O.D. BLACK STEEL 6'-O" GATE SECTION SYMM_ AREAS AREAS POST AND TIES -- SILT FENCE w/ (MAX) L' INITIAL MACHINE CUT OF %� 1�' x 1 " x 4' PAVING FOR INSTALLATION OF , ' T `� 1.875" O.D. BLACK GROUND CLEANOUT- SEE NOTE ; PIPING \ X STEEL TOP & BOTT. RAILS WOOD STAKES BACKFILL FINISH GRADE X y' 6" LOAM SEEDED I �' EXISTING PAVING x' % 1.875" O.D. BLACK I [ ! ° W MEADOW MIX 1 t °a Q -'-8" GRAVEL BASE TO STEEL SIDE RAILS j 1 ORANGE SNOW FENCE i1 FINISHED SLAB 1211 MATCH EXISTING 10 5/8"0 LATCH ROD SUPPORTED TO POLES. 2"x 2'x 3' WOOD STAKE o AFTER INSTALLATION, TESTING • CLEAN BANK RUN GRAVEL, I 2 PER BALE FILTER FABRIC AROUND TRENCH r & BACKFILLING OF TRENCH- ( ) t NO CLAY, COMPACTED IN SAWCUT THE PAVING BACK AN 1.66' O.D. BLACK STEEL PIPE 9" LIFTS TO 95% MPT ADDITIONAL 12" OF EXISTING �►� NO STONES OVER 4' COMPACT (I �- Revisions; I ( ) RAVING GRADE & COMPACT r.. WITH MECHANICAL TAMPERS GRAVEL BASE PAINT RAW EDGE ,k 6" OF EXISTING PAVING W/ BITUMEN ' WELDED JOINTS TYP. (PROTECTED48„ F Y ;..X = 6" 0 PERF. P.V.C. FOOTING 1 " & PATCH TRENCH W/ (2) LAYERS AREA I MIN. OF TYPE 1-1 BITUMINOUS CONC. ;! PITCH � 1/32 /FT � i � " � F 3 4' CRUSHED p SEE DINGS. FOR INVERTS j 6 6 FOOTING / " REFER TO STD. PAVING SECTION �.- STONE IN MAX 6 -- -- LIFTS HAND TAMPED I EXTEND STONE BED �' F BLACK VINYL-COATED STEEL TIES, 12" O.C. TYP. r r TO MIN. 48" BELOW OF RIPE VARIES cv -••" PARALLEBALE L TO 0 BE J rI J a U FINISH GRADE I (6' MIN.) �5 24"0 CHAIN LINK FENCE I - e . - j " " . I � i ;; GROUND SURFACE 12 12 ,� ; . POST FOOTING r ., FLOW 3/4' CRUSHED STONE E 6" ,f •.' '�• 4,000 PSI CONCRETE I I I WORK 45 DEG CUT PROTECTED I STAKED BALES AREA 6 TYP• TRENCH SECTION FOR SEWER STORM DRAIN GATE DETAIL WETLANDS 3 FOOTING DRAIN DETAIL co.2 N.T.S. N.T.S. CO.2 N_T.S_ I {' "°�- FLOW _ Centerville FURNISH & INSTALL GROUND CLEANOUTS AT START OF RUN, CHANGES IN DIRECTION GREATER THAN 45 DEGREES AND AT 50FT INTERVALS SEE GROUND CLEANOUT DETAIL. —� ! 11= I-1 I I 111-1 I 1-1 I I NATIVE SOIL U sterville " N z STAPLE w z (MIN.) B Marstons Mills TOP RAILS 1.66" O.D. TYP. B A ' BLACK VINYL-COATED STEEL PIPE 6'-0" BLACK VINYL-COATED STEEL TIES, 12" O.C. HORZ. 6' MIN. BACKFILL A Fire Rescue & VERT. ON INSIDE OF FENCE & ARE NOT OVER FABRIC LINE POST, 2.375' O.D., BLACK VINYL TO BE ACCESSIBLE FROM OUTSIDE STAPLE Station 2 COATED STEEL PIPE w/TOP RAIL CONN. MESH FABRIC SHALL HAVE SELVAGES POST CAPS TYPICAL SET WOOD STAKE JOINT DETAIL LEBARON #LA-248-2 (24"0) C.I. KNUCKLED TOP & BOTTOM WITH SET SCREW FRAME & COVER SET IN 6 GAUGE BLACK VINYL-COATED STEEL FULL BED OF MORTAR4y�, c v '' " Sheet LeBARON No. LF-246 C.I. W THE WORD -DRAIN-. � FABRIC, 2 DIAMOND SIDE TO SIDE 14 DETAIL 0 F H A YB A L E & SILT BARRIER Title: I T E UTILITY t FRAME & GRATE SET IN LABELED / ' w/BLACK PRIVACY SLATS FULL BED OF MORTAR \ ; ` t � k?',• � , h C0.2 N.T.S. I � `• r't , y� � Xv ��� i r FIN. GRADE FIN. GRADE ;�� CORNER TERMINAL & PULL POSTS DETAILS ' �, u T 2.875' O.D. FOR 6' HT. AND " 12" MIN. \/�//\ \ " \ \//\, " � " , 24 0 6' ;/ 24 \\ 12 MIN. ti x 2.375 O.D. FOR 4 HT. FENCE SNOW FENCE SUPPORTED TO POLES. 1 4' I.B.B.M. / 3' LAYER OF 1/8' - 3/8' o x' �' BEVELLED EDGE BLACK VINYL-COATED STEEL " GATE VALVE PEASTONE ALL AROUND `� ;��` x\ ' x , ''` ;\ x x TENSION BANDS, 8' O.C. TYP. POLES PLACED 10-0 INTERVALS. 6 PVC 6 VC dy h �', \ . ROTONDO PRECAST UTILITY X' :\ y� ` 1.66" O.D. MID RAIL ON 6' HT. FENCE VALT H3x4-4 H I.D. `V � FILTER FABRIC STAPLED TO #M ( ) SET ON 12" OF ` � � � ;�,, ` \�� SNOW FENCING - AMOCO 2130 ` ''----- " ri S j�` 3/4" X 3/16" TENSION BAR AT OR APPROVED EQUAL Date: 12-March-08 Drawn ByNCK OF 3/4 - 1-1/2 ZINLET 3/4" TO 1-1/2"0 WASHED N k ,, ' � .\ FABRIC BREAKS I 8' CMU BLOCK CRUSHED STONE. SEE PLAN VIEW OF VALVE CHAMBER o o. (SEE DWG'S FOR SIZE) d 0 CRUSHED STONE o _ e$8 LINE OF HAYBALES Scale: N.T.S. Project No.: 2704 GATE VALVE MIRAFI 140N FILTER o� ° 4 0 0 FINISH GRADE MATERIAL VARIES FILTER FABRIC AROUND °fig>g SEE MATERIAL PLAN PLACED END TO END. MANHOLE ENTIRE SYSTEM r -_4 OPENING 4" A. ROTONDO #DW6-4HD BLACK VINYL-COATED STEEL TIES, 12" D.C. HORZ. _ "' BOTTOM RAIL 1.66' O.D. TYP. HEAVY DUTY PRECAST & VERT. ON INSIDE OF FENCE & ARE NOT I' CHAIN LINK FENCE FOOTING BLACK VINYL-COATED STEEL PIPE 8' INLET --OUTLET I I CONCRETE LEACHING PIT TO BE ACCESSIBLE FROM OUTSIDE 12"0 FOR LINE POST (H-20 LOADING) 18"� FOR GATE & CORNER POST III—_ III= LI =I I I= III �°��o° o � s° ��o •<°> 4,000 PSI CONCRETE o`��o��a °8� 8' OF WASHED ( 3/4' - 1-1/2' o�oge 90.>°0 0 0 mow° oo CV PLAN VIEW OF VALVE CHAMBER " \/\/� " r\ij\�j� " CRUSHED STONE N NATIVE SOIL CRUSHED STONE 2-0 \ � T- . <' 2-0 11 -0 DIA. I BACKFILL OVER FABRIC 7 VALVE CHAMBER DETAIL 7 DRYWELL DETAIL UNDISTURBED EARTH 10 CHAIN — LINK FENCE 8c GATE DETAIL ,5 DETAIL OF REINFORCED SILT BARRIER 1 C0.2 N.T.S. C0.2 N-T.S. I r LEBARON #LAB-246 C.I. FRAME & BOLTED COVER LEBARON #LAB-246 C-I. a SET IN FULL BED OF FRAME & BOLTED COVER z MORTAR TYPICAL FOR (3) SET IN FULL BED OF MORTAR, �' z SEE MANHOLE " » » COVER SHALL BE CLEARLY o CLEARLY LABELED W/ THE WORD SEWER. TYP. 4 SCHED 40 PVC OUTLET-RUN � RISER DETAIL �� 30" LABELED W/ THE WORD "SEWER'_ w a FINISH GRADE FINISH GRADE LEVEL FOR 2'- SEE PLAN FINISH GRADE "' � FOR NO_ & ARRANGMENT GALVANIZED METAL SIGN " P. - CAULK ALL PAINTED & BOLTED TO TUBE o 3 MIN. AlR 12" MIN. ^y PENETRATIONS WATERTIGHT REMOVABLE TOP VARIES I METAL TUBE PAINTED BLACK SPACE 6" W/ PACKING & GROUT ROTONDO DB-9 WITH ANCHOR. ' PRECAST CONC. 3" DIST_ BOX (H-20 LOAD) 3" WALL 28" 2" SQUARE GALVANIZED 4" SDR 35 LIQUID LEVEL 4" PVC SAN. TEE-�- LIQUID LEVEL v 4" SDR 35 4" SDR 35 PVC INLET TYPICAL P.V.C. INLET (992 gal. cap) - (458 gal. cap)- P.V.C. OUTLET 4" PVC SAN. TEE - 10" » 1 19" MIN 4" P.V.C. SAN. TEE » 0 a 6" LO TYP. SUPPORT CLAMP 30" CAULK ALL PENETRATIONS 8 w/ ST/ST ROD & CLAMP 4' "TUF-TITE" " �. 4'-4" GAS BAFFLE "TUFAFF E 1 500 GALLON PRECAST OR EQUAL GAS BAFFLE FINISH GRADE CONCRETE SEPTIC TANK _ OR EQUAL MT_ ON 6" COMPACTED SECTION REFER TO PLAN H-20 LOAD, BY ROTONDO 6" BAFFLE ADDITIONAL KNOCKOUTS 3/4 CRUSHED STONE FOR MATERIAL MODEL No. CST-1500 SET UNIT LEVEL ON 12" OF OR APPROVED EQUAL 6 12" 3/4" - 1-1/2" CRUSHED PLAN VIEW -_ _-_-- - - - -- - r ^�'i ."; STONE PLACED & 6 6'-6" 6 3'-0' COMPACTED IN 4" LIFTS 6 DETAIL OF DISTRIBUTION BOX OVERALL LENGTH = 11'-0" C0.3 N.T.S. j OVERALL WIDTH = 6'-0"" 2 SEPTIC TANK DETAIL 15500 GAL. CAP. j 2-1/4" SQUARE GALVANIZED C0.3 N.T.S. TP #1 TP#2 LP- TP�4 0 0" EL.=20.2 0" EL.=21.8 0" EL=19.9 0" EL.=18.8 (0) (0) (0) (0) 2" (10YR 3/3) EL.=20.1 2" (10YR 3/3) EL.=21.6 2" (10YR 3/3) EL.=19.8 2" (10YR 3/3) EL.=18.6 (A) (A) (A) (A) LEBARON #LAB-186-18.0 LOAMY SAND LOAMY SAND LOAMY LOAM 4/2)D LOAMY SAND TYP. OBSERVATION CAST IRON FRAME & GRATE 7" (10YR 4/2) EL.=19.7 8" (10YR 4/2) EL.=21.1 9" EL.=19.2 7" (10YR 4/2) EL.=18.2 j MANHOLE - REFER TO SET IN FULL MORTAR BED (B) (B) LOAMY SAND (B) PLANS FOR QUANTITY CLEARLY LABELED W/ THE WORD "SEWER." LOAMY SAND LOAMY SAND » (1OYR 6/6) LOAMY SAND 36" (1OYR 6/6) EL.=17.3 42" (10YR 6/6) EL.=18.3 45 (Cl) EL.=16.2 36" (10YR 6/6) EL.=15.8 do HER FINISH GRADE FINE-MEDIUM �M TOP SAND C M. RCI --------- CLEAN BANK RUN FINE TOCMEDIUM FINE TOCMEDIUM 104" (2-5Y 6/6) EL.=11.3 FINE TO MEDIUM �-+ G GRAVEL, NO CLAY, SAND SAND (C2) SAND GISTE� 1 S I G N AG E DETAIL " (2.5Y 7/3) (2.5Y 7/3) FINE SAND (2-5Y 6/6) EL_-8 8 F Ip�pE 2 r :: � ^ PEA STONES 123" EL.=10.0 120" EL.=11.8 120" d ROTONDO MODEL (2.5Y 7/2) C0.3 N.T.S. Q 3/4"� TO 1-1 2"� " EL.=7.9 #FD4x8-S PRECAST / 144 FLOW DIFFUSER 18" WASHED CRUSHED Standing Water in Hole: None Standing Water in Hole: None Standing Water in Hole: None SIGN DESIGNATION CHART o o Q STONE IN TRENCH Estimated Groundwater: None Estimated Groundwater: None Standing Water in Hole: None Estimated Groundwater: None GARCIA•GALUSKA•DESOUSA ELEV. 15.80 CONSULTING ENGINEERS INC. j0 Estimated Groundwater: None PERC RESULTS: 370 FAUNCE CORNER ROAD, DARfMOUTH, MA 02747-1217 SIGN HEIGHT WIDTH SIGN 6" o "" g` - LINTERASINRIC PERC RESULTS: PERC RESULTS: PERC RESULTS: 508-998-5700 • FAX 508-998-0883• E-MAIL info*"-g-d.com DESIGNATION PERC @ = 64" PERC WAIVED DUE TO PERC WAIVED DUE TO 4' 4'-0" 4' MARAFI 140N PERC ELEV. = 14.9 SIMILAR CONDITIONS PERC @ = 66" SIMILAR CONDITIONS RESERVED 8'-0" LENGTH PERC RATE = <2 min/in. PERC ELEV. = 14.4 PARKING (DID NOT HOLD SOAK) PERC RATE = <2 min/in. R7-8 18" 12" (ACCESSIBLE PARKING) 3 SEPTIC TRENCH DETAIL (DID NOT HOLD SOAK) NOTES: C0.3 N.T.S. ,. TEST PITS 11,2,3,4 WERE PERFORMED BY CHRISTOPHER M. GARCIA, P.E. SOILS LOG (RO 9 IRV@ ON DECEMBER 5, 2007 & WITNESSED BY SEPTIC SYSTEM GENERAL NOTES: DONNA Z. MIORANDI OF THE BARNSTABLE B.O.H. LEBARON #LA186 C.I. MANHOLE � FRAME AND COVER SET IN FULL BED OF MORTAR. CLEARLY LABELED W/ THE WORD 1. THE SEWAGE DISPOSAL SYSTEM SHOWN SHALL BE CONSTRUCTED IN RUN 3/4" THICK MORTAR "DRAIN". TAP. FOR ALL DET/MET POND RISERS COMPLETE ACCORDANCE WITH TITLE V & LOCAL BOARD OF HEALTH F -SET RIM AT FINISH GRADE IN PAVED AREAS REGULATIONS. ANY MODIFICATION TO THIS DESIGN SHALL BE APPROVED WATERPROOFING UP AND OVER GRASS PAVED GRASS PAVED IN WRITING BY THE ENGINEER AND THE LOCAL BOARD OF HEALTH MANHOLE FLANGE AREA AREA AREA AREA o PRIOR TO PERFORMANCE. FINISH GRADE FINISH GRADE FINISH GRADE SEE LANDSCAPE DWG'S -_�_ _ - _ _-___________ 2. PRIOR TO START OF CONSTRUCTION, UNLESS SPECIFICALLY EXCUSED BY THE ' / / / / / / / / / *LOME= / / / _ ---// /�j/ /�j/\//�/� t" M �; �- \\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\ - - - -- ---------`__-- ----- RETENTION POND G B.O.H. AGENT, THE SYSTEM INSTALLER SHALL MEET WITH THE B.O.H. AGENT /�����/�/�/ �/�. �l\L1�.1�/ �.lr�L�1�/��.Li \ ---------- FOR A PRE-CONSTRUCTION MEETING IN ORDER TO ESTABLISH THE PROCEDURES ��'a.�".-'•''.,=•+w.•yti.,�+ '�f -- " ACCESS RISER (TYP-) 6 (H) PRECAST GRADE RING BY WHICH THE SYSTEM INSTALLER SHALL ASSURE THAT THE CONSTRUCTIONa" - " L WITH 18 0 OPENING \ o \j FOR QUANTITY & LOCATION `� v O v INLET PIPE \ SEE SHEET C1.2 F THE LOCAL B.O.H. REGS. ;- ry.. . \ P L OF THE REQUIREMENTS O TITLE 5 & >: = <.,.<n„ SEE DWG'S COMPLIES w AL Q - - PE 12 � HD Ju.✓is n~!;a. -� �, r. : ;:... S O MM E n d C o Nil Ga_... :'w �;. ..�.:?;=4:1 x CAPPED RISER s,.:•: ;.. ;: ..,, . :r., j 36 0 PERF. 36 0 PERF. �\ 3. ANY MODIFICATION TO THE WORK SHALL BE APPROVED IN WRITING BY THE 0 \ ,•. . a .� HDPE PIPE (TYP.) HDPE PIPE (TYP.) �'�' - PF, n?:....�y.K. - ',r'z.`;=..;%i y:, ,.,.,..,t;.. �5'.r, fY / ARCHITECT AND THE LOCAL BOARD OF HEALTH PRIOR TO PERFORMANCE. °'` "`~ / �; w tio.�_ �`5. r.rky.�Ci":t r$T• iFr�'e:' - \< a a raj �{' 0 0 INV. IN=17.73 \ 0 4 Gl- NJ 0 0 8. IN THE COURSE OF INSTALLING THE LEACHING FACILITY, REMOVE ANY ABANDONED • ":>:,rr:' "'�v��' '-° -• ```" - �'''� / FOUNDATION, UTILITY STRUCTURES, ETC. ENCOUNTERED WHICH INTERFERE WITH THE °°O� 'y+Y°Q� �OS �U(9)CTO ° � } 36" HDPE //\\ o \i LEACHING FACILITY. ALL SUCH STRUCTURES SHALL BE COMPLETELY REMOVED AND o 0 0 M)o o SUBSURFACE RETENTION HEADER PIPE \\ o 0 0 f SHALL BE REPLACED WITH FILL MEETING TITLE V CRITERIA_ POND SEE DETAILS `// 7/7\ 77 ? �//�7 �7�j7 /�T/,� /�/, �� �T �//�7 � ? �T/,�% �T//`7 ` ✓ 6" 3. NO HEAVY EQUIPMENT SHALL BE RUN OVER THE COMPONENTS OR HDPE PIPE (TAP.) THE PREPARED SEWAGE DISPOSAL SYSTEM. SEE DWG'S FOR SIZE OVERALL LENGTH 4. SOIL LOGS ARE INDICATIVE OF CONDITIONS ENCOUNTERED (SEE DWG'S) j AT THE TIME & LOCATION OF TEST ONLY. LONGITUDINAL SECTION 5. UNSUITABLE MATERIAL IN THE DISPOSAL AREA SHALL 4 TYPICAL INFILTRATION BED ACCESS RISER DETAIL BE REMOVED & REPLACED WITH MATERIAL TO THE LIMITS GRASS PAVED SHOWN HEREIN. EXCAVATION & NEW MATERIAL SHALL BE C0.3 N.T.S. AREA AREA APPROVED BY THE LOCAL BOARD OF HEALTH, AND SHALL FINISH GRADE SEE LANDSCAPE DWG'S FINISH GRADE SEE LANDSCAPE DWG'S MEET TITLE V CRITERIA. iv ? �/ / / / / / / / / / / / -------- ----"-^--- ---- 6. STONE SHALL BE OF SIZES SHOWN, TRIPLE WASHED, - TOP POND=19.43 AND HAVE LESS THAN 0.2% MATERIAL FINER THAN #200 SIEVE WHEN IN PLACE, & TESTED IN ACCORDANCE WITH A.A.S.H_T.O. #T-11 & T-27. MIRAFI 140N PIPING SHALL BE MANVILLE ASTM D-3034 SDR-35 PVC FILTER FABRIC 36"0DP PERF. 7. SEWER G AROUND ENTIRE .`// (�O O O HDPE PIPE (TAP_) WITH PUSH ON RUBBER JOINTS UNLESS NOTED OTHERWISE ON DWG's. SYSTEM OO O 005'�O j 3/4" TO 1-1/2"o UNDISTURBED-- WASHED CRUSHED Revisions: 8. PIPING FROM SEPTIC TANK TO DISPOSAL SYSTEM EARTH / / STONE IN TRENCH SHALL BE SCHEDULE 40 PVC. FIRST FLOOR ELEV.=27.33 RIM=25.26 O O U" U j� - 96 9_ SEPTIC TANK & PUMP CHAMBER SHALL BE H-20 RIRIM=2 1 RIM=25.17 TAP. MANHOLE -`' ��� -`' -�' .`' ��` ` ` N -1 _ F CONCRETE PRECAST MANUFACTURED EXISTING GRADE /\" \ /\���/\\/ /� \� \ \\ \ DESIGN REINFORCED 18 24" 24 24" 18" BY ROTONDO PRECAST OR APPROVED EQUAL (MIN) (MIN) (MIN) (MIN) (MIN) 10. SYSTEM IS NOT DESIGNED FOR USE OF GARBAGE GRINDER. OVERALL WIDTH (SEE DWG'S) 11. WHEREVER SEWER LINES CROSS WATER SUPPLY LINES, BOTH PIPES SHALL 25.0 PROPOSED GRADE BE CONSTRUCTED OF CLASS 150 (MIN.) PRESSURE PIPE TO 10' ON EITHER SIDE OF CROSSING. PIPES SHALL ALSO BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS_ 6' ROOF DRAIN ~` CROSS SECTION 12_ NOTIFY LOCAL BOARD OF HEALTH AND ARCHITECT/ ENGINEER L=23.12 WHEN SYSTEM IS COMPLETED AND READY FOR INSPECTION_ '� ,, 7 SUBSURFACE INFILTRATION BED DETAIL C0.3 N.T.S. 4" WYE SEPTIC TANK TESTING NOTES: 4" PVC 1. SEPTIC TANK SHALL BE TESTED FOR WATER TIGHTNESS AFTER INSTALLATION. I RIM=20.17 LEBARON #LA-308 (30"0) C.I. .11 IN THE PRESENCE OF THE DESIGN ENGINEER & LOCAL 4" C-I• NEW GRADE TO FRAME & COVER SET IN Centerville TEST SHALL BE PERFORMED ' HEALTH AGENT. TEST PROCEDURE SHALL CONSIST OF THE FOLLOWING: 4" PVC MATCH EXISTING FULL BED OF MORTAR REFER TO MANHOLE 11 a_ CONTRACTOR SHALL PLUG INLET AND OUTLET OF CHAMBER_ RIM 18.93 TYPICAL FOR (3) O stervllle ACTOR SHALL FILL CHAMBER WITH WATER TO THE UNDERSIDE OF THE 20.0 CLEARLY LABELED W/ THE WORD "DRAIN." RISER DETAIL b. CONTRACTOR ' Marstons Mills TOP SLAB. TANK SHALL REMAIN FILLED FOR A PERIOD OF 48 HOURS. ar r ___ �t--�` � 3i-� Ali I �i( i�' ��i� � .�' i� I� �1i1�,,�hi(I rT�ff�� i 1�7Ti hl ram. =�'i J1r n-'- �-r°� �-IT� �� J-P it rn �G� � i�- II _�_� i � r� �_?T -v �i_1m_' ��i�--� - c. WATER LEVEL SHALL BE MEASURED AT THE END OF THE 48-HOUR PERIOD. 12" HDPE DRAIN PIPE INV.=19.36 12" MIN. WATER LEVEL IS INTENDED TO BE MAINTAINED WITHOUT ANY DROP. i __ __.. ._._ TAP_ - CAULK ALL BLDG FOUNDATION 3" MIN. AIR a. .9. " �° <� < . < ° PENETRATIONS Fire Rescue d_ THE DESIGN ENGINEER AND BOARD OF HEALTH AGENT SHALL MAKE I 6` 8. DETERMINATION FOR THE NEED OF ANY FURTHER REMEDIAL WORK. SPACE WATERTIGHT w/ 6" PACKING & GROUT Station #2 ' 4" PVC 4" PVC 6" PVC INLET TEE PLACED IN CENTER 6" PVC OUTLET TEE 1,500 GAL. i OF OPENING = _ = PLACED IN CENTER Sheet SEPTIC TANK OF OPENING BAFFLE Title: SITE UTILITY 4 DROP MH 1 3 " # PVC TEE ` STA D 65_,4 _ DETAILS 15.0 RIM 24.20 TAP" SUPPORT CLAMP w ST ST ROD & CLAMP INV IN 21.44 / / INV OUT 17.44 LE CHING TRENCH 4'-1" 5'-1" 4'-1" a (3) 6"0 HOLES IN BAFFLE W/ TRASH SCREENS. SEPTIC SYSTEM BASIS OF DESIGN ,,ON GALLON PRECAST CONCRETE SEPTIC TANK � .d< Date: 12-March-08 Drawn By:NCK DAILY SEWAGE FLOW: H-20 LOAD, BY ROTONDO a< 3'-0" USE: MUNICIPAL FIRE STATION MODEL ROo. CSTEQUAL < OR APPROVED EQUAL Scale: N.T.S. Project No.: 2704 d 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD OFFICE SPACE: 588 S.F_ x 75 GPD/1000 S.F. = 45 GPD DAILY DESIGN FLOW = 375 GPD SEPTIC TANK: a DATUM=10.0 0+00 1+00 2+00 SET UNIT LEVEL ON 12" �` � � °• � a ° • o TWO COMPARTMENT SEPTIC TANK WITH 72 HOUR STORAGE CAPACITY OF 3/4"-1-1/2" CRUSHED Y USE 1,500 GAL. SEPTIC TANK. 5 SYSTEM PROFILE STONE COMPACTED TO � . 95% PROCTOR LEACHING REQUIREMENTS: C0.3 HORIZ. SCALE: 1"=20' PERC. RATE: <2 MIN_/IN_ VERT. SCALE: 1"=2' 6" 4'-0" 6" 2'-6" 6" 2'-6" 6' CLASS I SOIL - LOADING RATE= 0.74 GPD/S.F_ LEACHING TRENCH CONFIGURATION - 36'(L) x 12'(W) x 2' (DP) TOP OF FOUND_ = 27.00 INV IN TANK = 22.04 INV IN D-BOX = 17.05 OVERALL LENGTH = 11'-0" BOTT. AREA = 36' x 12' = 432 S.F. NOTE: WIDTH = 6'-0" INV AT STRUCT. = 22.38 INV OUT TANK = 21.79 INV OUT D-BOX = 16.88 432 x 0.74 = 320 GPD SIDE AREA = 2' x S.F..F. x ' + 12') = 192 S.F_ FIN. GR AT FOUND. = 26.25 INV IN SMH = 21.44 BOT_ OF TRENCH = 15.30 g WATER QUALITY INLET DETAIL 192 S.F. x 0.74 = 142 GPD INV OUT SMH 17.44 WATER = NONE OBSERVED C0.3 N.T.S. CAPACITY OF TRENCH = 462 GPD > 375 GPD L. _ uT l ! LEGEND PIPE SIZE TO FIXTURE SCHEDULE SYMBOL ABBREV DESCRIPTION P. N0. FIXTURE S/W VENT CW HW REMARKS HANGER ROD SUPPORTED NEW NEW WORK (DARK) _. FROM STRUCTURE EX EXISTING WORK (LIGHT) S/W SOIL/WASTE ABV. GRADE P-1A WATER CLOSET' ACCESSIBLE 4" 2" 1-1/4" SUPPLY RISER & AIR CHAMBER 1" STUBOUT TO FLUSH VALVE S/W SOIL/WASTE UNDERGROUND p-1 WATER CLOSET 4" 2" 1-1/4" *SUPPLY RISER & AIR CHAMBER LOCKING NUT(TYP.) P V VENT ABV. GRADE 1" STUBOUT TO FLUSH VLV. I V VENT UNDERGROUND p-2 WATERLESS URINAL 2" 2" CLEV S HEAVY-DUTY HANGER SW SW SPECIAL WASTE ABV. GRADE SUPPORT NUT(TYP.) SW SW SPECIAL WASTE UNDERGROUND P-3 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" COUNTERTOP - - - - -SV- - SV SPECIAL VENT ABV. GRADE P-4 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" WALL HUNG FIBERGLASS =SV= _ _ _ = SV SPECIAL VENT UNDERGROUND INSULATION P-5 MOP RECEPTOR 3" 2" 1I2" 1/2" GW GW GARAGE WASTE UNDERGROUND „ I] „ „ PIPE =GV= _ _ _ = GV GARAGE VENT UNDERGROUND P-6 KITCHEN SINK 2 2 1/2 1/2 IW IW INDIRECT WASTE p-7 MED SINK 2" 2" 1/2" 1/2" RL RAIN LEADER ABV. GRADE p-8 CLOTHES WASHER 1-1/2" 1-1/2" 1/2" 1/2" RL RAIN LEADER UNDERGROUND I, „ „ „ GALVANIZED INSULATION —SSD= SSD SUB-SOIL DRAIN P-9 SHOWER 2 2 1/2 1/2 SHIELD - 12" LONG FD FD FOOTING DRAIN P-10 SHOWER 2" 2" 1/2" 1/2" - CW COLD WATER P-11 DRINKING FOUNTAIN 1-1/2" 1-1/2" 1/2" - - HW HOT WATER TYPICAL PIPE HANGER DETAIL - - - HWR HOT WATER RETURN P0.1 CA CA COMPRESSED AIR N,T,S, G G FUEL GAS PIPING THIS DETAIL INDICATES HANGING OF INSULATED PIPING WHICH I' MAY BE EITHER WATER OR STORM DRAIN. CLEVIS HANGER -NP NPCW NON-POTABLE COLD WATER DETAIL APPLIES TO ALL PLUMBING PIPING ON THIS PROJECT. F F FIRE LINE ABV. GRADE F F FIRE LINE UNDERGROUND C DP,DN PIPE DROP OR DOWN SHOCK ABSORBER SCHEDULE I - UP PIPE RISE OR UP I TEE LOOKING DOWN El CAP ON END OF PIPE ❑ �� A�D FLOOR DRAIN, ROOF DRAIN, AREA DRAIN PDI SYMBOL �A /B\ Ac AD HANGER ROD STRAINER I UNION ZURN SERIES 1700 OR EQ, 100 200 300 400 SOO I CO CLEANOUT PIPE CLAMPS WITH ELASTOMER O� DCO DANDY CLEANOUT OR NYLON INSULATOR FCC FLOOR CLEANOUT ' PG/TG PRESSURE GAGE/TEMPERATURE GAGE SAO SHOCK ABSORBER 17 BALANCING VALVE GARCIA•GALUSKA-DESOUSA oz BV BALL VALVE PLUMBING ELECTRICAL EQUIPMENT CONSULTING ENGINEERS INC. i /i %i" Ir - � C V CHECK VALVE 508 FAUNCE CORNER ROAO, 8-0583UTH, MA g g-g- .co 7 _ UNIT UNIT UNIT MOTOR a .I sas-ssa-s7ao • FAX 508-99a-08&3 E-MAIL info®g-g-d.com GAS COCK HP V PH AMP REMARKS u GAS PRESSURE REGULATOR N0. FUNCTION LOCATION _ SOLENOID VALVE RP-1 CIRC. 120 HWR MECHANICAL 004 1/6 120 1 TIME CLOCK 1 & AQUASTAT ^ GV GATE VALVE INSULATED PIPE LINE WITH WH-1 DOMESTIC WTR. HEATER MECHANICAL 004 120 1 120V CONTROL POWER STEEL OR �j PIPE CLAMP, PROVIDE SCV SUPERVISED CONTROL VALVE CA-1 AIR COMPRESSOR STORAGE 001 5.0 208 3 SIMPLEX COMPRESSOR IINSULATION SHIELD. P R V PRESSURE REDUCING VALVE COPPER PIPE 'N BUTTERFLY VALVE NP-1 NEUTRALIZATION PANEL MECHANICAL 004 120 1 120V CONTROL POWER s i I GAS COCK LUBRICATED METAL CHANNEL STRUT SV-1 SOLENOID VALVE STORAGE 007 120 1 VALVE NORMALLY OPEN GLOBE VALVE _ 0 �-- VOV VALVE ON VERTICAL U PT P-TRAP S&W STOP & WASTE VALVE 2 TRAPEZE PIPE HANGER x� EL EXPANSION LOOP p0.1 N.T.S. PIPE GUIDE PIPE ANCHOR - FLOW IN DIRECTION OF ARROW HB/WH HOSE BIBB/WALL HYDRANT EX EXISTING +� CONNECT TO EXISTING TYP. TYPICAL 48GROVE STREET AC CONCEALED ABOVE CEILING ACB CONCEALED ABOVE CEILING BELOW S O M E RV I L L E , MA @C EXPOSED AT CEILING —WATTS #223S PRV @CB EXPOSED AT CEILING BELOW 02 4 O FFE FINISHED FLOOR ELEVATION THERMOSTATIC MIXING VALVE ASSEMBLY 12" BY-PASS INV INVERT ELEVATION MOUNT CL. 12" MIN BELOW TOP OF TANK 7 (NORMALLY CLOSED VTR VENT THRU ROOF SHUTOFF VALVE, STRAINER, & CHECK VALVE - AVTR ACID VENT THRU ROOF (SEPARATE OR INTEGRAL) I AP ACCESS PANEL ) AFF ABOVE FINISHED FLOOR AQUASTAT ; 2" CW TO BLDG SYSTEM THERMOMETER (T.G,) 2n ` AFG ABOVE FINISHED GRADE FG FINISHED GRADE EXPANSION TANK WATER METER 13Y TG I I I LOCAL WATER DISTRICT CI CAST IRON �--� - - FIN GRADE CP CHROME PLATED � UC UNDER COUNTER — --- VACUUM BREAKER F&I FURNISH AND INSTALL �L�- PC PLUMBING CONTRACTOR S'-0" MIN ��___ --- 3/4" DRAIN VLV, FPC FIRE PROTECTION CONTRACTOR CHECK VALVE (TYP.) -� - FIN. FLOOR GC GENERAL CONTRACTOR VENT THRU ROOF j HVAC HEAT, VENT & AIR CONE). CONTRACTOR ----_ _-- ----- _ i� -�—«-BY P.C. DCVA DOUBLE CHECK VALVE ASSEMBLY TC - TIME CLOCK RPBP REDUCED PRESSURE BACKFLOW PREVENTOR BRONZE STK STACK T & P RELIEF � C--�� _ 2" WATER SERVICE BY j STP STANDPIPE VALVE I — CIRCULATOR PUMP LOCAL WATER DISTRICT CONC PAD EXP EXPOSED B&G SERIES PR EXTERIOR .WALL B,YMG C HIGH [ FBO FURNISHED BY OTHERS GAS SUPPLY 0 o T � P. BALANCING VALVE IW/ MEMORY STOP NOTE: NOT ALL SYMBOLS LISTED ARE APPLICABLE TO THIS PROJECT WATERTIGHT SLEEVE WATER HEATER (SEE SPEGS) FULL SIZE T&P LU c 3 WATER SERVICE PIPING DETAIL DISCH ARGE TO DIELECTRIC UNIONS (TYPICAL) P0,1 N.T.S. WITHIN 12" OF TANK DRAIN GENERAL NOTES FINISH FLOOR POURED CONCRETE PAD (BY GC) 1, THE PLUMBING DRAWINGS ARE DIAGRAMMATIC AND ARE TO BE USED FOR THE MIN 4" HIGH x TANK O.D. + 12" SQUARE PURPOSE OF ESTABLISHING GENERAL LOCATIONS OF PIPING RUNS, SIZES OF PIPING, AND QUANTITIES OF FIXTURES AND EQUIPMENT TO BE FURNISHED C f HEREIN, REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS FOR EXACT 5 WATER HEATER PIPING DETAIL LOCATIONS OF ALL PLUMBING FIXTURES, AND EQUIPMENT, INCLUDING FLOOR DRAINS, AND MOUNTING HEIGHTS, IN THE EVENT OF CONFLICT OR IF P0.1 N.T.S. DIMENSIONS ARE NOT SHOWN, OBTAIN FIELD DIRECTIVE FROM THE ARCHITECT CODE APPROVED REDUCED I AS TO THE LOCATIONS OF ALL VISIBLE EQUIPMENT, PAY PARTICULAR CARE PRESSURE BACKFLOW TEST COCK (TYPICAL) Centerville TO COORDINATE WITH THE ARCHITECT'S FIELD REPRESENTATIVE ALL FLOOR PREVENTOR ASSEMBLY DRAIN AND FLOOR CLEANOUT LOCATIONS. sterville 2. ALL PIPING SHOWN ON THIS PLAN SHALL BE RUN CONCEALED ABOVE BALL VALVE SUSPENDED CEILINGS, IN CHASES, OR IN PARTITIONS UNLESS SPECIFICALLY STRAINER marstons 1V1 s NOTED OTHERWISE. INSULATION Fire Rescue 3, INSTALL ALL NEW VALVES SO AS TO BE EASILY ACCESSIBLE AND OPERABLE. FLOW-� O --.. FLOW StatlOn2 4, THE PLUMBING DRAWINGS ARE INTENDED TO INDICATE THE SIZING AND AIR DROP FOR SIZE REFER TO PLANS DESIGN FOR THE MAIN SUPPLY AND WASTE PIPING AND FOCUSES ON RUNS SUPPORT PIPE AND SIZES OF THE MAIN RISERS STACKS AND VENT TERMINATION. IT IS NOT BALL VALVE WATTS MODEL #600 INTENDED TO INDICATE EVERY TRAP AND FIXTURE CONNECTION. PARTICULARLY SERIES SOFT SEAT Sheet IN THE CASE OF GANG TOILETS AND CASEWORK. PLUMBING CONTRACTOR r� CHECK VALVE Title: SECURED FUNNEL IS REQUIRED TO PROVIDE ALL CONNECTIONS, TO MAKE ALL CONNECTIONS TO p LAG TO AIR GAP Legend, Notes ALL DRAINS AND FIXTURES WHICH ARE SHOWN AND SCHEDULED ON THE L p LIMIT OF PLUMBING CONTRACT FLOOR FLOOR FINISHED I PLUMBING DRAWINGS. O AIR HOSE & Details I � � Plumbing O -- - BY OTHERS TO FLOOR DRAINi IUmbing DETAIL STANDARD QUICK COUPLER REDUCED PRESSURE & NIPPLE 4 Date: 14-December-07 Drawn By:CST BACKFLOW PREVENTOR ASSEMBLY R,P.B.P, QUICK COUPLER & NIPPLE REFER TO DWG. FOR SIZE P0.1 N.T.S. Scale: As Noted Project No.: 2704 i NOTES, 1, LOCATE BACKFLOW PREVENTOR 3' TO 4' ABOVE FINISHED 6 DETAIL OF TYPICAL AIR STATION FLOOR 1' FROM WALL AND EASILY ACCESSIBLE. P0.1 2. MATERIALS AND METHODS FOR THIS INSTALLATION SHALL CONFORM TO N.T.S. ALL STATE AND U.S. PUBLIC HEALTH SERVICES CODES AND REGULATIONS. 3. FILE FOR AND OBTAIN ALL REQUIRED APPROVALS AND PERMITS PRIOR TO INSTALLATION r PO I a i FIN. SLAB C,P, ESCUTCH, AS REQ'D @ FIN. FLOOR i EXPOSED AREAS _ CHIMNEY(SEE HVAC I DW ( G j ISLAND BENCH � j a. ,a • S S RETURN BEND TIGHT I SECURE COLLAR TO CHIMNEY & CAULK v = TO UNDERSIDE OF SINK COUNTERTOP I VENT CAP I JOINT. GALV. SCHED 40 I I VENT STORM COLLAR DOUBLE WALL STL. SLEEVE (TYP.) I „ METAL CHIMNEY j GALV. SCHED 40 RESILIENT CAULK (TYP.) �1 i STL. SLEEVE (TYP.) 211 � VENT FLASHING LAP SEALANT LAP SPLICE SET W/ RESILIENT CAULK (TYP.) ' I I THRU SLAB ON GRADE I BONDING ADHESIVE ROOF SHINGLES THRU CONC. FLOORS N,T,s. ' I N,T.S, FLOOR I NEAREST WALL OR I II SAN. TEE COLUMN I �) SLEEVE THRU GYPSUM . WALLBOARD TO BE "TAPED" & ______---_-----__J I � ROOF STUCTURE "MUDDED" - SEE NOTE #3 FULL SIZE W&V r I 2„ FASTENERS I TREATED WOOD BLK'G FOUNDATION WALL II CHROME PLATED i SLEEVES (TYP.) � : � � 3" O.C. MAX, � & RIGID INSULATION LINK-SEAL MODULAR ESCUTCHEON IN j SCHED. 40 GALV. STEEL -- —� F EXPOSED AREAS ' 'I PIPE SLEEVE CUT FLUSH RUN VENT AS TIGHT i ! MECH. FASTENED WATERTIGHT SEAL OR ON BOTH SIDES OF PARTITION TO FLOOR SLAB OR C.0. \ VENTILATED ANGLE (SEE STRUCT.) APPROVED EQUAL - STRUCTURE AS POSSIBLE ROOF THIMBLE BELOW GRADE INSULATED PLUMBING LINE SHOWN. DETAIL ----- SERVICE PIPE _ SIMILAR FOR NON- ; f, a INSULATED PIPING. \` 3 ISLAND SINK SOW VENT DETAIL 7 METAL CHIMNEY SLUE DETAIL DUCTILE IRON SLEEVE WITH `I PLUMBING SUB TO FILL ANCHORING FLANGES - SIZE ANNULAR SPACE w/RESILIENT �0,2 NTS P0,2 NTS it SLEEVE TO PROVIDE MIN. V SLEEVE THRU MASONRY j '`H `; U.LJf=.M. FIRE CAULKING SPACE BETWEEN SLEEVE & PIPE TO BE MORTARED ";' COMPOUND. MATCH RATING g TYP. AT ALL POURED SLABS, SEE NOTE #3 WHEN PENETRATING FIREWALLS. I WALLS & FLOORS. I i BELOW GRADE THRU PARTITIONS & WALLS LEE TYPICAL SLEEVE CONDITION DETAILS P0.2 N.T.S. NOTE: GARCIA•GALUSKA•DESOUS 1. ALL PIPING PENETRATING ALL PARTITIONS, WHETHER FIRE OR SMOKE - CONSULTING ENGINEERS INC.. FALINCE RATED OR NOT CONCEALED OR EXPOSED SHALL BE SLEEVED AS DETAILED. 508 998-57 CORNER ROAD, 8-DB83- , MA ava7-izv -� 508-998-5700 FAX 508-998-0883• E-MAIL info®g-g-d.com 2. WHERE CONC. WALLS, SLABS, ETC., ARE CORE DRILLED, INSTALL SLEEVE FLUSH WITH BOTH SIDES, CAULKED & LEADED IN PLACE. j 3. REFER TO DIVISION 4 & 9 FOR PROCEDURES & METHODS OF PATCHING AROUND SLEEVES AT GYPSUM PLASTER & MASONRY. REFER TO SPECS FOR DELINEATION OF RESPONSIBILITY f 4, SLEEVES SHALL BE SIZED TO PROVIDE MIN. 111 CLEARANCE BETWEEN PIPE O,D, & SLEEVE I.D. IDENTIFICATION SIGN -MONITORING r PANEL �-- IW o ►' e; � r CONDENSATE FROM BOILER AND DMW HEAVY DUTY MANHOLE FRAME AND COVER. SET BOLTED COVER FRAME IN FULL MORTAR • PH PROBE � BED - LEBARON #LB.5266 & WIRING (2) 4" CAST IRON VENTS (BOLTED AND GASKETED) _ 2" VENT o RUN INDEPENDENTLY THRU TUNNEL � FLUSH CLEANOUT INTERIOR OF BLDG. FINISH FLOOR FIN. GRADE AND THRU ROOF � 611 6" 48 GROVE STREET r 12"ADJUST TO FIN. FLR, WITH SOMERVILLE , MA PRECAST REINF. GRADE RINGS OR SEWER BRICK O I 2" AW UNDER SLAB s WITH MORTAR JOINT, LAY QA o TO 101-0 e.A - IN FULL MORTAR BED N 4„ " OUTSIDE PARGE OUTSIDE. OF 24"DIA. FOUNDATION WALL v ; SEWER BRICK WITH 3/4" o BED THE NEUTR, TANKS `J \~ THICK MORTAR 4'-O"DIA. AND TRAP IN PEASTONE r; FLOW o AVDIP O D CSOTRESSTEOD TO 1211 � ' '� TRAP TUBE F L 0 TO SAN, BLDG, DRAIN FITTINGS 611 2" ASSEMBLY I 411 CAST IRON INLET FROM GARAGE DRAIN BY P.C. 15 GALLON NEUTRALIZATION TANK p 4" CAST IRON OUTLET BY P.C. WITH 2" INLET, OUTLET LIMESTONE CHIPS FACTORY CAST OR FIELD AND VENT CONNECTIONS 3/4" TO 1" SIZE CORE DRILLED PIPE PENETRATIONS CAULKED o FLOW LINE OR MECHANICAL WATER TIGHT, SEAL. _ FACTORY CAST NON-CORROSIVE DETAIL STEPS TO WITHIN 1.2" OF BOTTOM PRECAST REINFORCED N 4 CID WASTE NEUTRALIZING TANK CONC. BASE, RISER AND -ilk D. _ LEVEL BASE ON TOP SECTIONS- H.20 MIN. PEASTONE p0 2 N.T.S. LOADING M -G. TO A.S.T.M. C-478 WITH 0-RING JOINTS Revidoi,s 2 *T�.W• R ,A, INTERCEPTOR DETAIL PS. NOTE: INTERCEPTOR STRUCTURE AND COMPONENTS TO BE FURNISHED AND SET BY THE GENERAL CONTRACTOR. THE P,C. SHALL FURNISH AND INSTALL INLET, OUTLET AND VENT PIPING. CO-ORDINATE PIPING PENETRATION SIZES AND INVERTS WITH G.C. GAS METER BY LOCAL GAS CO. SET OUTLET PRESS. AT 12" W.C, 2n Centerville ATTIC LEVEL -- — CONC. PAD BY G.C, CO-ORD. w/ GAS CO GENERATOR _ 1000 CFH (OSterville FIN. GRADE u • -------_ __"_ -- ---- ------_ _ Marstons Mills GAS SERVICE BY LOCAL GAS CO. Fire Rescue GRILLE G RANGE t EPO • 50 CFH Station �� 60 CFH BY E.C. 6 GENERATOR GAS RISER DIAGRAM WIRING ('0.2 N.T.S. Sheet BY E.C. Title: MAIN LEVEL DECK 111 25' EQUIVALENT LENGTH OF SYSTEM PIPING 3/4), 3/4" LOSS 0.5 INCHES OF W.C. Details G G V111 3/4" Plumbing 2-1/2" 2-1/2" 2n WATERTIHGT SLEEVE. MAX 18" ABOVE FINISH GRADE 1" 2" GAS METER BYF BOILER GAS LOAD BREAKDOWN LOCAL GAS CO. D.W.H. 1,000 CFH SET OUTLET PRESS. 150 CFH AT 7" W.C, EQUIPMENT M B H LOAD Date_ 14December-December Drawn By: CST MIN. PRESS. Scale: As Noted Project No.: 2704 SEDIMENT LEG ,\ GENERATOR 11000 11" CONC. PAD BY G.C. - (TYPICAL) CO-ORD. w/ GAS CO. GAS LOAD BREAKDOWN FIN, GRADE LOWER LEVEL TOTAL 1,000 11" EQUIPMENT MBH LOAD MIN. PRESS. ---- -----�-- — TYP. P.C. T O M A K E (W.C.) GAS SERVICE BY FINAL CONNECTION LOCAL GAS CO. TO GAS TRAIN, GAS BOILER 1000 5" Y P.C. ATER HEATER 150 CJII VENTS B C RANGE 60 5 PO 5 MAIN GAS RISER DIAGRAM GRILLE s0 511 P0.2 N.T.S. TOTAL 11260 cJn 100, EQUIVALENT LENGTH OF SYSTEM PIPING LOSS 0.5" INCHES OF W.C. I I I h ! f I ! f I I I , I _ L I I GAS SERVICE BY LOCAL GAS CO. ? { 211 DOMESTIC WATER I. I 611 FIRE SERVICE BY THE WATER DISTRICT I i 211 roll -- - -- ----- - - _ _. - - -- --- ,- _. t i PH NEUTRALIZER TANK --- I i P0.2 FOR BOILER/WATER �I 21, SW UPI a� 5 u, -- HEATER CONDENSATE ! ! II It , yit : 4i RUN. t G TRAP -- -- - - IW A LING PORT --, = -- - - A� - I.E:= GALUSKA DESOUSA -_-- -- -_-, �- r- I; ! i GARCIA 1 — )t !17!1 �li1S2{3�21I i I —._.---- --- �fi = INC. -- A f r 121 CONSULTING ENGINEERS B'`� SECT. I I,E,❑ �4.7 7 9 �j � _ - I ,U �"� -_—.,— , - 370 PAUNCE CORNER ROAD, DARTMOUTH, MA 02747-�27 7 F�.r -_.' i f_ � '....--, I -�!15 � 1.,.-�.-, �5 BY DIV 2 15400 ; --y 11I _ - --- l i 21, SV UP' GI ! '� 1i -� j1 ! _ 508 998 5700 • FAX 508 998-0883• EMAIL 'nfo®g g d com 41 —SW r ? F C O SW r SW 2 n S V U P I i !I r -F' 1 i 1 --' = -; I : All �y�� '' 1 I C O { ( _ t I y � — __ I �,� JtUL, tli —y _ F C O � t l , ___� a 1' � � I.lr--.� �� d � 9 r, i1 5 F C O l� r - -- ------ ---- : I I1 4 S UP 8 - u 10 0 ❑ L 1I F CO -- , 27.00 3 4 - ! s I _. , u I 24.65 " ? ,1 4 2 '�J ) r � r g f I I I ,_ �} - Ir �� I J_— I.E.= 22.38 , 4 S UP _ -- r I 2 W UP i. - -- 1 u s -- — - --_ - ; _- I I f' y _ ! } 11 11 I I T � FOR :CONTINUATION REFER , L i I ! ' 4 411 TO IWER LEVEL PLAN ON I DRA`l�"-LNG P1.1. i a € ,! p r it i I It 11 (. I ! r •I`r`- X - — - W&T 4 S UP , ! 4" W UP �II I. 48 GROVE STREET 4 S UP 7 1 �!: I.E, = 34.89 ,��� � � (2)2" V UP E. 25.50 I W ( - EXTRACTOR TO IBE I 2" W&T ! �}n �7 +O Rai E R�I I L L E • �!A A - PROVIDED BY OWNER. ( II I r IIif Z 0 1 (2)21, V UP " II : 3" W UP I II ' 211 W UP I I TRENCH DRAIN BY. P.C. 35.35' x<t' --' 0-7 - 1 FcoI.E. = 35.5a � y ! 4 W & T_ "A I I 211 W & T --- II 211 V UPS II °- II � , GAS SERVICE & METER �� i __ aY LOCAL GAS CO. T I I RevIslons: --- ----- TRENCH DRAIN CATCH 1 BASIN WITH REMOVABLE I I f I BASKET STRAINER I j I j I I I 4"GW DP. ! EMERGENCY I.E. 31.31' � 1 ) I t � I I f-! CO GENERATOR L J V I! Y , r; ;.,___ ._, --,—• �;T '--- - - _ =_mac` �'— - -- - — -- - <— +l I.E. = 30.32' 4 0 �}.Ii—H � �-411 I.E. = 31.20' MWRA INTERCEPTOR 26.88' Centerville I,E. = 29.881�14" 0 stervwe f BY DIV. 2 BY 400 CT. �Iarstons s Fire Rescue I Station #2 - PLUMBING 2 MAIN FLOOR UNDERSLAB PLAN - PLUMBING LOWER � �.00I� UNDERSLA� PLAN pLUM � Sheet P1:0 SCALE: 1/8" = 1'-0" Title: �.o SCALE: 1/8" = 1'-O" Below Slab Wiping Plans Plumbing I Date: 14-December-07 Drawn By: CST i Scale: As Noted Project No.: 2704 I I I 4 o o I I I I I _ I I ! i �L i i 'i ; i I I I i �I II I ; CONC. PAD FOR METER BY G.C. - CO-ORD. SIZE & LOCATION w/ GAS CO. 6"0 BREECHING; FROM BELOW AND UP 7 THRU ROOF & TERMINATE 3'-011 P0.2 HIGHER THAN ANYTHING WITHIN GAS SERVICE & METER 10'-0", TERMINATE W/ AGA APPROVED 4"(D BREECHING FROM BELOW AND UP 6110 BOILER ;BREECHING UP 11 BY LOCAL GAS CO. RAIN CAP (PROVIDED BY SECTION 15500) THRU: ROOF: & TERMINATE 3'-O" 7 4"m WATER HEATER 'BREECHING UP G DP - ^i— �. . —` HIGHER THAN ANYTHING WITHIN Pp.2 f WATERS ,+j 10'-0"', TERMINATE W/ :AGA APPROVED (! I ! METERS;_-- - --- - _RAIN CAP. 1 I ' c I AIC ; IAA ; 1 r - DOME WA R I AIR HANDLER I, ; HEATER WH-1 H 1 I 1/211 H&C W DN. ill[ O A/C u I „ 2.%211 --- ----' ------_ -_ -- - - -f '. EXERCISE ,! ( j_ CT I 2" W. DN: 3 --_ F.F.E. 3/411 W.H. 2 BOW VENT 37,00' SYSTEM TO\8E ii13 it N0,2 JOHNSOf� WAX �� I j I 1 I O i r I STORAGE B LER 2" W. UP (, --- t j 'I ( ; —1 !i - - PROVIDED^BYE 006 I ; — al 1/2" H&CW UP ' ;% ----- Ii _-� �_ 21I V. DN. ---- __ _ OWNER PH NEUTRALIZER MIXING VALE/ ' - - -9000_�'' F' jj -- - l i=1if ,-I j -� �. jr Ti I 3 t \ I GARCIA GALUSKA DESOUSA _ __- --_ ,. E� ( _-=__ -j , � 1 17,f 8 112{� � I � I I--- _ _ , . 7 \ DW � 1-1—� 1,jli ;� — r ` CONSULTING ENG/NEERS INC. GAS SOLENOID VLV. C,O: FOR BOILER/WATER i -?- `, „- -� _. _.._____..._.__ ._._ __ ____-__.__. .____.__.__. i i I ---f 4 "_ 70 FAUNC CORNER ROAD, ARTM TH MA 4 -1 17 __.___ __„ _-_. _. -.__._ _.. ...._-....____ __ ___.._ .".. _ _.-._-__.__.__ _. __ _. ,. 1, ` ., _ ''., ( / \\ 3 E CO E 0 D. D OU 027 7 2 4 V.T.V : 22 IL HEATER CONDENSATE 1; _ �I, r ` 3 II -_! #I y t4J; CW DN —. I __ _ _ _ r /4 GAS DN N 13 1 i 1 q— —r— + L�— j' S08 998 57D0 • FAX 506-996-0883• E-MAIL info@g-g-d.com 211 11 1 i — V - --F-- -- _& -- �at 3/u GAS UP i i' -- "- _ 12)2 SV UP -- - j -- - J 4 00 .SV " — - - 12I2 V ,UP 2 DP 1" qol 1 - I-# i 51 (3) 2 FD OA I 2" W DN & V (2)2 V DN /4 u - SV= tl 3 I I 'I i, .. �. ( ) I i — 3 i I i � IM1 — f r I! _� 14 /4 CW', DP 1�.2,1 - , SV I TA Y2 C DP 3" W UP -- -SV--J I ;� -- - i ICJ O 3/4'' C W D N, j ( R - - � � 1� r -; 1 I I i ® ' 3 tI F b A 3/4" W.H. " C O 3 I I W&T I --- LJ: 3 F.D A I L_-_- .l -- - 4 - _ _ --__— -- - P 11 2 _ ---- _ _7 _. -- _ -- - - - G u I I —--- 3 . � -- — —` ! — — 2 W&T 1/4 1 I — _ t — i t ,- fib ` FD FA I! a tI 3" W&T i; J / x I171 + _-_ j -- --- -- -- --- 4N S DN --- r - - f, 3_.� \..,_ -- 17 1/2" H.B. ❑ -i ' � 4 W.H. if 2 _...__ : 411 • _ - — 3/4" C W! U P `` 1 it --- --lV --- i f --a - =� - 11 P-11 TAIP „ CCU 9 P Ct a . ---- /4 3" W&T \ 2" �Af&T- j PIPING TO : RUM THROUGH ;; �i 1P-2 p-3; I P-3 1/2" H.B. 3jtl BEAM PENETRATION -- ' I -- P,.1;A` It 3 I I ; ; 4 , 2'' V U P E - --- /q ]I 4 , I 9 f I 1 = 4 CO 1' 1 P 4 i I D - 2" W UP 3/41' NATURAL GAS i,` �®P- - - - - : II �' �,, i T ,, nit t ... — — u.— 4 S UP I ! IV D �P 3 3/4" GAS UP N i - ( �t I ! r" I!f a -- , -- �� — Q y - y. { QUIFOR GAS GRILL �22 TO GRILL 21, W DN 4115 D CO HOUSE .AIR P 5 :1_- 41t , 2 " R 3/4 I I - �I 11( � �ii - CW DP. I HE 4 S UP COMPRESSOR -, P-1A 3 Fb AO I - , i — s' i _ " —. �`� 1 - _--w 1 - - xI PIPING' TO RUN THROUGH \ fl I ,� i -- t� 1 n i - P-1 A _. —CA BEAM PENETRATION . ------ _ � NP P NP - 48 GROVE STREET --------- - - -- --- --- - -- --- ---- - N �. �A C�4 CA CA I -i II 4- FD B I _ �� 111 1-112" (NHT) FDV I I 3',W DN.&2 V. " 4 S DN 3 " 3 " ! ( 211V DN. 34.89' O ` /4 3j4" HWR DN 3/41' H.B. /4 3/4" AIR j S\��/ E RV' E - 2 V DN.&UP EXTRACTOR TO BE " - t4 W DN /21' H & CW DP' V „ 311' CA DN 1Y2 R.P.5,P. „ PROVIDED BY OWNER �< 3/4 AIR " ® Z 1 Z O O " 2" W DN & V 3/4" H.B. /4 HW DN 1/2 HW DR. I'�" I 1Y2 CW DN 1%2" CW UP t_ 3/4° CA STUB FOR CONNECTION TO - 1 1 W D P. -r- , - -- -_ _ _-_ _- _ __. _' -___.... - a ' S. DN. & 2" V. 3/4" HW UP PLYMOVENT SYSTEM, FIELD VERIFY ' I 1" CA UPk X x ` x�� I I LOCATION W/ PLYMOVENT CONTRACTOR OF _R O_[4TIN.UATION__R-EFE-R 3/4" HWR UP ik _____-- - _ j -- - - FOR C --- --- TO MAIN LEVEL UNDER SLAB 3" V UP PLAN ON THIS DRAWING. 11 v CA CA CA f 3/4„ CA S 111 _ 3 VTR ' J, - �� 3/41, R.P.B,P, TRENCH DRAIN I A, o- 1" ;_ JOHNSON- WAX- u SYSTE M TO BE 4" G 3j411 H & CW DP�-1' a PROVIDED BY OWNER I I (3J V UP 2 D I ( ) 4'' GVTR _ k 'i 3 II apt FD k; jf - W N & V ie 3/411 C W D P 1 3/q I I I CA I I I CA CA CA I GAS SERVICE & METER j - BY LOCAL GAS CO. ( j Revisions r, 1 , C i �� I 3/4" �A STUB FOR CONNECTION TO ;; I ---cv--- -- 1 PLYMOVENT SYSTEM, FIELD VERIFY { - - " L---GV--- 3/4" .AIR -_ _---_ ___-- _-. ___.-- _-__ _____ t a �I I O C 4 T I O N W 1 PLYMOVENT CONTRACTOR 2 L I z 3/4" H.B. -GV- -� 3/4 H.B. rim I 3/4" AIR 3/4 /4 EMERGENCY - P -NP -NP -NP' GENERATOR I + 1 �A CA I I I CA CA f j - - - L II .,.77 1, . -. .:.:...h.,...>, - �- f r y Y (3) 411 GV DN TYR, RUN PIPING EXPOSED IN APPARATUS BAY C entervi ne O s terville I Marstons �!�ills Fire Rescue 1 LOWER FLOOR PLAN - PLUMBING 2 MAIN FLOOR PLAN - PLUMBING Station #2 P1.1 SCALE; 1/811 = 1'�-0" P1.1 SCALE, 1/8" = 1'-0" ; Sheet Title: Floor Plans Plumbing i I I Date: 14-December-07 Drawn By: CST I Scale: As Noted Project No.: 2704 I i I I I i C I li GENERAL NOTES STORMWATER SYSTEM MAINTENANCE NOTES: MASTIC JOINT " " SITE LEGEND SEALANT 1/2" DEEP 6 x6 No. 4 WIRE REFER TO PLAN FOR 1. EXISTING CONDITIONS SHOWN WERE TAKEN FROM EXISTING CONDITIONS PLAN PREPARED BY THE DRAINAGE SYSTEMS ARE TO BE MONITORED THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD BY THE CONTRACTOR. MESH REINFORCING WIDTH OF SIDEWALK DOWN CAPE ENGINEERING INC. FOR WW REICH, INC. DATED MAY 2, 2007. UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL DO A FULL MAINTENANCE OF THE STORMWATER SYSTEM AND PROVIDE LIGHT BROOM FINISH TOOLED C.J. 1" DEEP W/2" SMOOTH SITE. UPON COMPLETION OF THE CONTRACTORS FINAL MAINTENANCE CLEAN UP THE PROJECT MONITORING SHALL BE THE PERPENDICULAR TRAFFIC ER ENDICULAR TO TRA IC FLOW EXISTING NEW DESCRIPTION 2. CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO LAYOUT ON THE RESPONSIBILITY OF THE TOWN OF HOLUSTON, HEREAFTER REFERRED TO AS THE OWNER. DURING CONSTRUCTION STRIP BOTH SIDES. LOCATE EVERY TOOLED EDGE GROUND ALL NEW ELEMENTS OF WORK_ THE NEW WORK IS TO BE COMPLETED, MARKED, AND LAID OUT THE CONTRACTOR SHALL BE REQUIRED TO KEEP A WEEKLY LOG OF ALL INSPECTIONS AND REQUIRED MAINTENANCE. UNLESS OTHERWISE NOTED 5'-0" O.C. AND RUN PERPENDICULAR AW AW ACID WASTE ON THE GROUND, REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION_ IF ANY WORK THIS LOG SHALL BE MADE AVAILABLE TO THE CONSERVATION COMMISSION DPW BOH ARCHITECT & ENGINEER AT ALL TO FLOW OF TRAFFIC D - D- STORM DRAIN IS INSTALLED PRIOR TO THE ABOVE REQUIREMENT BEING MET, AND IF THE WORK IS NOT SATISFACTORY TIMES > 2" CROSS SLOPE IN DIRECTION IN LAYOUT TO THE ARCHITECT, CONTRACTOR SHALL REPLACE THE WORK AT NO COST. 2' LG. #6 SMOOTH DOWEL OF DRAINAGE AT 1.5% MAX_ j FD FD FOOTING DRAIN COATED w/GRAPHITE DS DS DOWNSPOUT DRAIN " UPON SUBSTANTIAL COMPLETION OF THE PROJECT. THE OWNER SHALL DESIGNATE A QUALIFIED PROFESSIONAL ENTITY OR " 3. PRIOR TO ANY EXCAVATION, IN ADDITION TO DIG SAFE", NOTIFY APPROPRIATE UTILITY COMPANY LUBRICANT (18 O.C.) o E E ELECTRIC (UNDERGROUND) OR AUTHORITY TO VERIFY EXACT DEPTH AND LOCATION OF EXISTING UNDERGROUND UTILITIES. INDIVIDUAL TO PERFORM ALL MONITORING. THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE ENTITY OR INDIVIDUAL < 4" SHALL BE PROVIDED TO THE LOCAL CONSERVATION COMMISSION, DPW & BOH_ THE OWNER'S REPRESENTATIVE SHALL BE -� e • �t-,mot. • F F FIRE SERVICE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND THE CONTRACTOR cb" SHALL BE RESPONSIBLE TO LOCATE AND PROTECT UTILITIES IN THE FIELD WHETHER OR NOT SHOWN ON REQUIRED TO KEEP A LOG OF ALL REQUIRED INSPECTIONS AND MAINTENANCE REQUIRED. THE LOG SHALL BE MADE FM FM- FORCEMAIN THE DRAWINGS. AVAILABLE TO THE CONSERVATION COMMISSION DPW & BOH. r' 18" ' COMPACTED 3/4"0 TO 1-1/2"0 " < G G GAS CRUSHED STONE 8" 3/8 0 CONT. RE-BAR OHW OHW OVERHEAD WIRE 4. THE DOCUMENTS MAY INDICATE RESULTS OF BORINGS AND/OR TEST PITS. THESE INVESTIGATIONS THE DRAINAGE SYSTEMS INCLUDE DEEP-SUMP CATCH BASINS, WATER QUALITY STRUCTURES AND SUBSURFACE 1/2" PREFORMED JOINT 2' FROM BOTTOM c , -- AND RESULTANT INTERPRETATIONS WERE MADE FOR THE SOLE PURPOSE OF PROVIDING DESIGN DATA INFILTRATION BED. THESE FACILITIES PROVIDE PARTIAL TREATMENT OF STORMWATER RUNOFF PRIOR TO FILLER - (MASS. SPEC.) PL PL PROPERTY LINE FOR THE USE OF THE DESIGN TEAM ONLY. INTERPRETATION OF THE DATA FOR PURPOSES OF DISCHARGE TO RESOURCE AREAS AND/OR INFILTRATION TO GROUNDWATER. FULL DEPTH OF SLAB. = 71 S S SANITARY SEWER CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DURING THE COURSE OF USE AT ALL EXPANSION JTS. j W W WATER CONSTHE DECISION NOF THE ARCHITECTONS SHAD EOIL FINALITABILITY SHALL BE AND BINDING ON THEADE BY THE CONTRACTOR ARCHITECT. CONSTRUFOLLOWS: (RESPONSIBILITY MONITORI OF CONTRpACTOR}CE PROCEDURES SHALL BE AS (EXPANSION JTS. 30' O.C.) OF WALKOVIDE HAUNCH ON BOTH SIDES WHERE WALK DOES NOT ABUT EP UNDERGROUND ELECTRIC PRIMARY SERVICE 8" I` T/CATV UNDERGROUND CABLE TELEPHONE & CABLE TV 5. REFER TO THE SPECIFICATIONS. IN ADDITION TO THOSE REQUIREMENTS, SITE PREPARATION SHALL 1. SILT BARRIER: COMPACTED SUBGRADE VERTICAL CONCRETE SURFACE OR AT CURB ALSO INCLUDE THE FOLLOWING: MONITOR SILT BARRIER ON A WEEKLY BASIS AND AFTER EVERY RAIN STORM. REPAIR ANY DAMAGED AREAS IMMEDIATELY. REMOVE AND . -- 64 ------ 64 CONTOUR A. IN THE COURSE OF INSTALLING THE UNDERGROUND UTILITIES, REMOVE ANY DISPOSE OF ALL CAPTURED SEDIMENT. LONGITUDINAL SECTION CROSS SECTION ABANDONED FOUNDATION, UTILITY STRUCTURES, ETC., ENCOUNTERED WHICH INTERFERE 2. PAVED AREAS: BITUMINOUS CONC_ CURB WITH THE UTILITY WORK, ALL SUCH STRUCTURES SHALL BE COMPLETELY REMOVED AND PARKING LOT, ROAD AND ALL ACCESS WAYS AND GUTTERS SHALL BE BCC BCC SHALL BE BACKFILLED WITH GRAVEL COMPACTED IN 9" LIFTS TO 95% COMPACTION TO SWEPT CLEAN OF ALL DEBRIS. SWEEPING SHALL BE PERFORMED ON A - CCB CCB CAPE COD BERM 6" BELOW THE BOTTOM OF THE PIPE AND UTILITY. WEEKLY BASIS. 7 CONCRETE SIDEWALK DETAIL CATCH BASINS AND DRAIN MANHOLES__ _ _ _ _ _, PRECAST CONC. CURB B. IF DURING EXCAVATION THE TRENCH WIDTH EXCEEDS THE SUM OF THE PIPE O.D. PLUS 3. C0.1 N.T_S. PCC PCC " " ALL CATCH BASINS AND DRAIN MANHOLES SHALL BE INSTALLED AS DETAILED AND 2-0 , PLACE AND COMPACT THE FILL TO 12 ABOVE THE PIPE AND RE-EXCAVATE TO VERTICAL GRANITE CURB REQUIRED GRADES. INSPECTED AFTER EVERY RAIN STORM. SHOULD CATCH BASIN SUMPS BECOME FILLED _ _ = VGC VGC WITH SEDIMENT TO HALF ITS DEPTH (2') OR (V) FOR DRAIN MANHOLES THEY P M N COMPLETED TO THE SUBGRADE x64.0 x64.75 SPOT GRADE C. AT THE DINT WHERE BULK EARTH MOVING HAS BEEN S SHALL BE CLEANED IMMEDIATELY. LEVEL AND PRIOR TO PLACING UTILITIES, CURBING, OR PAVING, PROOF ROLL THE ENTIRE 4. WATER QUALITY INLETS: CHAINLINK FENCE AREA IN THE PRESENCE AND UNDER THE SUPERVISION OF THE SOILS LABORATORY. ALL WATER QUALITY INLETS SHALL BE INSTALLED AS DETAILS AND INSPECTED o o �� PROOF- ROLLING SHALL CONSIST OF MAKING NOT LESS THAN (5) PASSES OVER THE AREA x x x x- CONSTRUCTION CHAINLINK FENCING WITH A VIBRATOR DRUM ROLLER WEIGHING AT LEAST 10,000 Ibs. THE SOILS LAB WILL AFTER EVERY RAIN STORM. SHOULD STRUCTURE BECOME FILLED WITH SEDIMENT CONDUCT FIELD DENSITY TESTS AND WILL DETERMINE CORRECTIVE MEASURES TO BE DONE, TO A DEPTH OF 1' WITHIN ANY CHAMBER, THEY SHALL BE CLEANED IMMEDIATELY. OD DRAIN MANHOLE IF ANY, BASED ON THE PROOF-ROLLING. 5. SUBSURFACE INFILTRATION BEDS: SUBSURFACE INFILTRATION BEDS SHALL BE INSPECTED AFTER EVERY OMH RAIN STORM. CARE SHALL BE TAKEN TO PREVENT SILTATION OF THE BEDS OF S SEWER MANHOLE 6. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL TOWN SPECIFICATIONS. O SMH AFTER INSTALLATION_ PRETREATMENT BMP S (CATCH BASINS AND WATER �� q 7. WATER SERVICE SHALL BE 2" K-COPPER AND FIRE SERVICE PIPING SHALL BE CLASS 52 DOUBLE QUALITY STRUCTURES) MUST BE MAINTAINED AND CLEANED PER THE CHRI R ;� NCB CATCH BASIN CEMENT LINED DUCTILE IRON WITH TYTON JOINTS. FITTINGS SHALL BE 250-1B. GREY IRON CASTINGS AFOREMENTIONED PROCEDURES TO ENSURE PROPER FUNCTIONING. A CIA I WITH MECHANICAL JOINT ENDS. ALL BENDS, TEES, ETC., SHALL BE JOINT RESTRAINED BY THE USE OF BEDS SHALL BE MONITORED FOR ANY PONDING AND SEDIMENT/DEBRIS. o Cob UTILITY POLE CONCRETE THRUST BLOCKS. SEDIMENT AND DEBRIS SHALL BE REMOVED BY AVAC-TRUCK. t ru STd W CTB CTB CONCRETE THRUST BLOCK 8. STORM DRAINS 12" AND OVER SHALL BE ADS N-12 HDPE PIPE H-20 WITH WATER TIGHT Fssf� At�tati'a" ( ) DISPOSAL OF THE ACCUMULATED SEDIMENT MUST BE IN ACCORDANCE WITH FIRE HYDRANT RUBBER GASKET JOINT UNLESS NOTED OTHERWISE. JOINTS SHALL MEET OR EXCEED ASTM ALL APPLICABLE LOCAL, STATE, AND FEDERAL GUIDELINES AND REGULATIONS. 4' x 4' LEVEL LANDING AREA Y D3212 LAB TEST AND ASTM F1417 WATERTIGHT FIELD TEST. 1.5% SLOPE MAX. IN ALL DIRECTIONS GARCIA•GALUSKA•DESOUSA xl GATE VALVE AND CURB BOX NOTE: FOR CONCRETE RAMPS PROVIDE CONSULTING ENGINEERS INC. GV GV 9_ SEWER PIPING AND STORM DRAINS 10' AND UNDER SHALL BE MANVILLE ASTM D-3034 SDR-35 POST CONSTRUCTION MONITORING/MAINTENANCE PROCEDURES SHALL BE II..0 370 FAUNCE CORNER Rona, DARrMOUTH, MA 02747-1217 HANDICAP SYMBOL (PRKG. SPACE) AS FOLLOWS: (RESPONSIBILTY OF THE OWNER) HEAVY BROOM FINISH ON RAMP 508-998-5700• FAX 508-998-OW• E-MAIL 7nfo6"-d,com P.V.C. SEWER PIPE WITH PUSH-ON RUBBER RING JOINTS. 1. PAVED AREAS: AND SIDE SLOPES PERPENDICULAR tK E® ELECTRIC MANHOLE PARKING LOT, ROAD AND ALL ACCESS WAYS AND GUTTERS SHALL BE �, TO FLOW OF TRAFFIC. 10. GATE VALVES SHALL BE CAST IRON BODY BRONZE MOUNTED, 175 PSI, COMPLETE ;WITH ROAD SWEPT CLEAN OF ALL DEBRIS. SWEEPING SHALL BE PERFORMED, AT A EXPANSIO JOINT �pQ 1F--FDC FIRE DEPARTMENT CONNECTION BOX AND CONFORMING IN EVERY RESPECT TO LOCAL SPECIFICATIONS. MINIMUM, IN MARCH AND OCTOBER OF EACH YEAR. h�o Q'}' a '�• � A - BORING LOCATION 2. CATCH BASINS AND DRAIN MANHOLES: p EXPANSION J NT 11. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DRAWINGS FOR PHASING-OF PROJECT ALL CATCH BASINS SHALL BE INSPECTED TO ENSURE THEY HAVE To � 5q SLOPE �p TP TEST PIT LOCATION ADEQUATE SUMP CAPACITY, OIL/GREASE TRAPS ARE IN PLACE, FRAMES MAX- TP 12_ SEWER LINES SHALL BE INSTALLED AT MINIMUM 10 FOOT HORIZONTAL SEPARATION FROM ANY AND GRATES ARE NOT DAMAGED. ALL DRAIN MANHOLES SHALL BE F.F.E. F.F.E. FINISH FLOOR ELEVATION (FIRST FLOOR) PROPOSED OR EXISTING WATER LINES. INSPECTED TO ENSURE COVERS AND GRATES ARE NOT DAMAGED AND 7 �pQ�` \OQ , ARE DRAINING FREELY_ STRUCTURES SHALL BE INSPECTED MONTHLY. 5q SLOPE `� F&I FURNISH AND INSTALL 13. WHENEVER SEWER LINES MUST CROSS WATER LINES THE SEWER SHALL BE INSTALLED SO THAT 'A P} LOPE h'b P} sq SLOPE CATCH BASIN SUMPS SHALL BE CLEANED AT LEAST FOUR TIMES A YEAR AT MAX. ``? � 7.5% S �• � ----.. E)GCO GROUND CLEANOUT THE TOP OF THE SEWER IS AT.LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHERE 18 1' MAX. A MINIMUM. IN ADDITION TO THIS REQUIREMENT, SHOULD CATCH BASIN MAX_ ELEVATION IN VERTICAL SEPARATION & 10 FEET HORIZONTAL SEPARATION . CAN NOT BE MET AT WATER AND , INV. INV. INVERTEL 0 SUMPS BECOME FILLED WITH SEDIMENT TO HALF ITS DEPTH 2 THEY TRANSITION CURB EDGE OF BITUMINOUS CON ' SEWER CROSSINGS, BOTH THE WATER AND SEWER PIPE SHALL BE CONSTRUCTED OF MECHANICAL JOINT ( ) N.T.S. NOT TO SCALE CEMENT-LINED DUCTILE IRON PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF CROSSING_ BOTH SHALL BE CLEANED. CRETE f WQS WATER QUALITY STRUCTURE PIPES SHALL BE PRESSURE TESTED BY AN APPROVED METHOD TO ASSURE WATERTIGHTNESS. 3. WATER QUALITY INLETS: 4'-0" ALL WATER QUALITY INLETS SHALL BE INSPECTED TO ENSURE THEY HAVE LEVEL 6'-0" V.I.F. VERIFY IN FIELD 14. WHENEVER NEW SEWER LINES CONNECT INTO EXISTING SEWER MANHOLES THE CONTRACTOR ADEQUATE SUMP CAPACITY, PIPE TEES ARE IN PLACE, AND ACCESS SLOPED 4'-0" TRANSITION CURB ► TRAFFIC FLOW DIRECTION SHALL REBUILD THE SEWER MANHOLE CHANNEL TO ACCOMMODATE THE NEW CONNECTION, LEVEL 6-0� CONTINUOUS CURB COVERS AND GRATES ARE NOT DAMAGED. THE STRUCTURES SHALL BE 4-0 15. WHENEVER UTILITIES ARE TO BE INSTALLED WITHIN CITY/TOWN PUBLIC OR PRIVATE INSPECTED MONTHLY AND SHALL BE CLEANED AT LEAST FOUR TIMES A SLOPED LEVEL OR POURED IN LAYOUT, THE TRENCH SHALL BE BACKFILLED WITH FLOWABLE FILL. `ALL AREAS YEAR AT A MINIMUM. IN ADDITION TO THIS REQUIREMENT, SHOULD PLACE SIDEWALK OF ROADWAY PAVEMENT & WALKWAYS. DISTURBED DURING CONSTRUCTION SHALL BE STRUCTURES BECOME FILLED WITH SEDIMENT TO A DEPTH OF 1' EDGE AS CALLED 48 GROVE STREET RE-PAVED PER LOCAL DPW STANDARDS. WITHIN ANY CHAMBER THEY SHALL BE CLEANED IMMEDIATELY. 8 DETAIL OF ACCESSIBLE CURB CUT FOR ON PLANS so I�VILLE RAC 16. WHENEVER ELECTRIC DUCT BANKS/CONDUITS MUST CROSS ANY UTILITY LINE SERVICE 4. SUBSURFACE INFILTRATION BEDS: C0.1 N.T.S. • THE ELECTRIC DUCT BANKS/CONDUITS SHALL BE INSTALLED SO THAT THE BOTTOM SUBSURFACE INFILTRATION BEDS SHALL BE INSPECTED ON A BI-ANNUAL OF THE ELECTRIC DUCT BANKS/CONDUITS ARE AT LEAST 12" ABOVE THE TOP OF THE UTILITY BASIS, IN MARCH AND OCTOBER, AND AFTER EVERY MAJOR STORM EVENT(2-YEAR). BEDS SHALL BE MONITORED FOR ANY PONDING AND 02 , - 2 5 O SERVICE. WHERE 12 INCH VERTICAL SEPARATION CAN NOT BE MET ABOVE THE TOP SEDIMENTATION/DEBRIS. SEDIMENT AND DEBRIS SHALL BE REMOVED BY 44 OF THE UTILITY SERVICE, THE ELECTRIC DUCT BANKS/CONDUITS SHALL BE RUN 12" BELOW A VAC-TRUCK. THE BOTTOM OF THE UTILITY SERVICE. DISPOSAL OF THE ACCUMULATED SEDIMENT MUST BE IN ACCORDANCE WITH 17. CONTRACTOR SHALL MAKE PROVISIONS TO PROVIDE EXCAVATION AND BACKFILL SERVICES ALL APPLICABLE LOCAL, STATE, AND FEDERAL GUIDELINES AND REGULATIONS. TO THE LOCAL GAS COMPANY FOR THE INSTALLATION OF NEW GAS SERVICE AND/OR THE THE REMOVAL OF EXISTING GAS SERVICES. COORDINATE ALL INSTALLATIONS AND REMOVAL THE RESULTS OF THE INSPECTIONS, ALONG WITH THE DETERMINATION OF OF GAS SERVICES WITH LOCAL GAS CO. ANY REMEDIAL WORK THAT MAY BE FOUND TO BE NECESSARY AS A RESULT OF THE INSPECTION, SHALL BE SUBMITTED TO THE CONSERVATION DRAIN PIPES LABELED (D.I.) SHALL BE DUCTILE IRON PIPE WITH FLANGED FITTINGS. COMMISSION WITHIN (30) DAYS OF THE INSPECTION. PROVISIONS FOR 19. DRAIN MANHOLES #1 SHALL BE EQUIPPED WITH A RODNEY HUNT SLUICE GATE ON THE OUTLET INSPECTIONS AND ANY REMEDIAL REPAIRS DEEMED NECESSARY SHALL BE SIDE OF THE MANHOLE.CONTRACTOR SHALL COORDINATE WITH RODNEY HUNT COMPANY FOR SIZE AND THE RESPONSIBILITY OF THE OWNER. MOUNTING OF SLUICE GATES. SEE DETAILS #2 ON SHEET CO.2 20. ''ONTRACTOR SHALL PREPARE AND SUBMIT THE EPA NOTICE OF INTENT (N.0.1.) EROSION & SEDIMENT CONTROL NARRATIVE FOR ST' RM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE Er-,A--NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEMS (NPDES) GENERAL PERMIT. CONTRACTOR SHALL DEVELOP AND IMPLEMENT A STORM WATER REFER TO DETAIL OF 1. EROSION CONTROL MEASURES SHOWN HEREIN ARE A MINIMUM. CONTRACTOR SHALL FURNISH THE SERVICES POLLUTION PREVENTION PLAN (SWPPP) PER THE REQUIREMENTS OF THE EPA WALKWAYS OF AN INDEPENDENT PROFESSIONAL ENGINEER OR 'A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL TO PREPARE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP). PRIOR TO COMMENCEMENT GENERAL PERMIT. AT PROJECT COMPLETION CONTRACTOR SHALL SUBMIT A " OF DEMOLITION SITE PREPARATION OR EARTHWORK SAID PLAN SHALL BE IMPLEMENTED. THE INITIAL METHOD NOTICE OF TERMINATION (N.O.T.) TO THE EPA. TYPE VB-MASS SPEC GRANITE CURB OUTLINED IS INTENDED TO ROUTE ALL PRACTICABLE SURFACE WATER FROM THE EXCAVATION AREA INTO EROSION CONTROL FACILITIES. THE CONTRACTOR SHALL INSTALL ANY ADDITIONAL PROTECTIVE MEASURES AS - REFER TO STD. MAY BE REQUIRED TO CONTROL EROSION AND SEDIMENT RUNOFF FROM THE SITE DURING CONSTRUCTION. PAVING SECTION & 3-1/2" BITUMINOUS Revisions: BIT. CONC. BERM < PAVING ADDITION AT CONCRETE PAVING 2. STAKE THE LIMIT OF WORK TO ENSURE THAT ALL WORK WILL BE INSIDE THE EROSION CONTROL FACILITY. k MESH. THE MESH WILL INCLUDE MACHINE FORMED , EXISTING AREAS 6 x6 NO. 6 WIRE MESH 4'(W) x 4'(L) THE LIMIT OF WORK WILL BE INDICATED BY ORANGE CONSTRUCTION12" 1" 6" 1 REINFORCING (2 CLEAR) (4,000# CONCRETE) BUILDINGS, PARKING FACILITIES, ACCESS ROADS, DETENTION/RETENTION BASINS, EQUIPMENT STAGING AREAS �`- 15"-17' \ 2 FIN. GRADE " AND ALL MATERIAL STOCKPILE AND HANDLING AREAS. 1" RADIUS p _ ! -1/2" WE COURSE II J WEARING COU ,. CLASS C CEMENT ON S1 N SITE A PRE-CONSTRUCTION CONFERENCE 3. PRIOR TO THE START 0 F ANY CONSTRUCTION ACTIVITIES 0 3 ,, SIDE - COMPACTED GRAVEL `/' p° 2" BID COURSE N PROCEDURES FOR SEDIMENT AND TOP COURSE . ,a NSP CT10 \ ESTABLISH: SUPERVISORY AND I E D ON SITE TO EST .;, ., ON BACK SIDE �, n SHALL BE HELD - � -' - EROSION CONTROL MEASURES THIS MEETING SHALL.BE ATTENDED BY THE CONTRACTOR, APPLICANT/OWNER, BINDER ARCHITECT/ENGINEER AND THE LOCAL CONSERVATION. AGENT_ 12" GRAVEL BASE MASS. SPEC_ M1,03.1 GRAVEL BASE EPLACED 31 4, THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR PROTECTION OF ANY LANDS OR PROPERTIES AS MAY - sw 6" 6" 5" g" COMPACTED GRAVEL 18" HAUNCH IN (3) 4" LIFTS AND BE SUBJECT TO ANY AFFECT OR BY-PRODUCT OF HIS DEMOLITION/CONSTRUCTION EFFORT_ SPECIAL CARE SUB BASE COMPACTED TO SHALL BE TAKEN TO AVOID EROSION OF FILL OR CUT SLOPES ONTO ADJACENT PROPERTIES OR DOWNSTREAM SILTATION OF DIVERSION OF EXISTING DRAINAGE. ANY DAMAGE IS TO BE CORRECTED IMMEDIATELY BY THE i S LE CONTRACTOR AT NO COST TO THE OWNER. SUITABLE STAB 6" 8'° CRUSHED STONE SUBGRADE 5. THE WORK IS TO BE PHASED_ CONSTRUCT THE PROJECT IN PHASES AS DIRECTED BY THE ARCHITECT/ENGINEER (TYP_) (MA SPEC M2.O 95 COMPACTED TO 95% TO SUIT THE PROJECT SCHEDULE. 3 DETAIL OF VERTICAL GRANITE CURB s_ GENERAL SEQUENCE SHALL..BE AS FOLLOWS: 1 DETAIL OF BITUMINOUS CAPE COD BERM 5 CONDENSOR PAD DETAIL Centerville g STANDARD PAVING SECTION A, ESTABLISH HAYBALE/SIL BARRIER & CONSTRUCTION FENCE PRIOR TO ANY EARTHWORK CO.1 N.T.S. C0.1 N.T.S. i N.T.S. CO.1 N.T.S. C�sterville B_ INSTALL SITE ENTRANCE MATS AT SITE CONSTRUCTION ENTRANCES AS DETAILED, C. CONSTRUCT TEMPORARY SETTLING BASINS AND INSTALL EROSION CONTROL DEVICES. D. CLEAN AND GRUB VEGETATION AS REQUIRED. REMOVE AND DISPOSE OF ALL STUMPS FROM SITE. Marstons l�Zills E. PERFORM MASS EARTHWORK AND ROCK EXCAVATION FOR THE SITE. CHAINLINK FENCE PAST- F. PROTECT ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES FROM SEDIMENT BY REFER TO CHAINLINK FENCE DETAIL THE USE OF DANDY BAGS AND HAY BALES AT CATCH BASIN AS DETAILED. Fire Rescue 7_ AT NO TIME SHALL SILT LADEN WATER BE ALLOWED TO ENTER ENVIRONMENTALLY SENSITIVE AREAS AND c EXISTING OR NEW DRAINAGE SYSTEMS. RUNOFF FROM DISTURBED SURFACES SHALL BE DIRECTED THROUGH StatlOn � SETTLING BASINS AND EROSION CONTROL MEASURES PRIOR TO ENTERING ANY ENVIRONMENTALLY SENSITIVE AREAS OR THE DRAINAGE SYSTEM. 8. DEWATER ALL EXCAVATIONS AND TRENCHES, AS REQUIRED, WITH DEWATERING BAGS AND OUTFALLS AT ALL LAYOUT DIMENSIONS NOTED Sheet 6" LOAM & SEED " TO REVEAL FACE ARE TO THIS LINE Title: SITE UTILITY CONTROLLED TEMPORARY SETTLING BASINS. OVER GRANULAR FILL 6" 1 9. INSTALL STONE REINFORCED SILT BARRIER AROUND STOCKPILE AREAS, TRUCK WASH DOWN AREAS AND 1O'-0" VEHICLE FUELING AREAS. REFER TO STANDARD LEGEND DETAILS 10. INSTALL TEMPORARY SEED OR MULCH AND EROSION CONTROL BLANKETS (ECB) TO ALL AREAS I- PAVING SECTION P.C_G. ON (3) SIDES 6" THICK CONC. PAD REINF. QQ� � IMMEDIATELY UPON FORMATION OF GRADES. ---! ( OF DUMPSTER WITH 6/6 #6 WWM. TOOLED EDGE 6"x6" NO. 6 WIRE MESH CX NOTES STABILIZATION MUST BE IMPLEMENTED WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN A 6" MAINTAIN 2 CLEAR SPACE FROM REINFORCING (2" CLEAR) 11. SURFACE EDGE OF CONCRETE SEE DWG'S FOR SIZE PORTION OF THE SITE THAT HAS CEASED OR IS TEMPORARILY HALTED. (4,000# CONCRETE) 12. TRUCK WASH DOWN AREA SHALL BE 20'(L)X20'(W) AT A MINIMUM SURROUNDED BY STONE REINFORCED ! 1/2" ° 6' PITCH 1.59� Do SILT BARRIER. ACCUMULATED CONCRETE SHALL BE EITHER RECYCLED ON SITE OR DISPOSED OF AT AN DOWEL PITCH 1.5% FIN. GRADE APPROVED OFF-SITE LOCATION. 18" ! r, 6 _ j Date: 14-December-07 Drawn 6 > > CURB SHALL BE 5000 psi CONC. , r _., �; YivCK I R REFUELING AREA SHALL BE 20 L X20 W AT A MINIMUM SURROUNDED BY STONE P ' ' "-"T 13. CONTRACTOR O ( } D MONTHLY. THE DEPTH SHALL BE W/ (2) #4 REBARS & INTERLOCKING HALL BE SCRAPED AND REDRESSED .: _ � - F REINFORCED SILT BARRIER. AREAS cC1qI DETERMINED IN THE FIELD. SCRAPED MATERIAL SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED DOWEL PINS SYTEM_ FILL & TOOL CLASS "C" CEMENT ON r` e. o..� Scale: N.T.S.N T SProject N • 2704 OFF-SITE LOCATION, BUTT JOINTS W/ 3/8'-1/2' 4, BT. SIDE-COMPACTED -- - r CEMENT MORTAR. 14_ AS SOON AS PAVING OF DRIVES IS COMPLETED, ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF ANY GRAVEL ON BACK SIDE p� C 12" HAUNCH �� 18" HAUNCH ACCUMULATED SEDIMENT. THEREAFTER, CLEAN UP SHOULD FOLLOW LONG TERM MAINTENANCE PLAN. a 8" MASS. SPEC. M1.03.1 - 15. CONTINUALLY MONITOR ALL SILT BARRIER AND EROSION CONTROL DEVICES ON A WEEKLY BASIS, REPAIR 6" 7" 6" 8" REFER TO PLANS ANY DAMAGED AREAS IMMEDIATELY. REMOVE ALL CAPTURED SEDIMENT AS REQUIRED AND DISPOSE OF. 6" GRAVEL OR CRUSHED GRAVEL BASE PLACED INSTALL ADDITIONAL MEASURES AS DIRECTED BY THE OWNER, LOCAL DPW, CONSERVATION OFFICER AND THE STONE SET TO EVEN GRADE IN (2) 4" LIFTS AND FOR FINISH ARCHITECT/ENGINEER. ,, COMPACTED TO 959� 8" 8" CRUSHED STONE __._ _ ___.__-- (TYP.) (MA SPEC M2.01.1) 16_ CONTRACTOR SHALL REDUCE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AS REQUIRED COMPACTED TO 95� BY CONSTRUCTION ACTIVITIES. CONSTRUCTION ACTIVITIES SHALL BE SO SCHEDULED SO THAT THE LEAST AREA OF DISTURBED SOIL IS EXPOSED AT ONE TIME_ IN DISTURBED AREAS NOT SUBJECT TO TRAFFIC, CONTRACTOR SHALL 2 DETAIL O F PRECAST CONCRETE CURB 4 DU M P STE R PAD DETAIL USE TEMPORARY SEEDING AND MULCHING OPERATIONS. IN DISTURBED AREAS SUBJECT TO TRAFFIC, CONTRACTOR 6 GENERATOR PAD DETAIL SHALL SPRINKLE SURFACE WITH WATER TO MINIMIZE DUST. DUST CONTROL MEASURES SHALL BE MAINTAINED CO.1 N,T•S. CQ.1 N.T.S. C0.1 N.T.S. 13 THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ' 17_ REMOVE CONSTRUCTION FENCE, SILT BARRIER AND EROSION CONTROL MEASURES ONLY AFTER ESTABLISHMENT OF PERMANENT VEGETATION. I I i i I II I I 6" SCH- 40 BUTT WELD LEBARON # LC2489DG/L24C32 WATERTIGHT CAP. WELD TO PIPE & f (24"0) C_I. FRAME AND COVER SET IN FULL BED OF LeBARON No. LF-248-2 C.I. GROUND SMOOTH MORTAR. COVER SHALL BE CLEARLY FRAME & GRATE SET IN BROOM FINISH CONC_, LABELED W/ THE WORD "SEWER"_ FULL BED OF MORTAR PITCH AWAY FROM BOLLARD ; SEE STANDARD � 6"0 SCH. 40 STEEL PAVING DETAIL DEPTH, REFER TO STANDARD PIPE FILLED w/ CONC. C CAULK PENETRATION WITH MANHOLE DETAIL FOR EACH FIN. GRADE PAINT w/ (2) COATS OF FINSIH GRADE WATERTIGHT PACKING & GROUT _ _ _ _ — INDIVIDUAL STRUCTURE ANTI-CORROSIVE PAINT. SEE MANHOLE—♦.- ADJUST TO FIN_ GRADE W/8" I COLOR AS SELECTED BY RISER DETAIL 24" PLUG ALL LIFTING HOLES IN PRECAST RUN 3/4' THICK MORTAR ARCHITECT WATERPROOFING UP AND OVER _ SEWER BRICK, MIN. OF (2) & WITH NON-SHRINK GROUT _ _ RUN 3/4' THICK MORTAR CATCHBASIN FLANGE MAX. OF (6) COURSES OF BRICK WATERPROOFING UP AND OVER EACH ALTERNATE COURSE TO MANHOLE FLANGE C>i I 2'-6' TRANSITION SECTION BE STAGGERED PRECAST REINFORCED TOP 18'0 CONCRETE ALL PIPE & FITTINGS AT DROP SECTION SHALL BE P.V.C_ PRECAST REINF. CONC. M_H. SECTION, SLAB WITH "0" RING BUILD MANHOLE TO FlN. GRADE W/ 8" SEWER BRICK MIN. OF 2 COAT ENTIRE OUTSIDE OF SEWERI BASE & BARREL TO CONFORM TO -- & MAX. OF (6) COURSES OF BRICK I 1 MANHOLES w/(2) COATS OF ASTM C-478_ SEAL JOINTS WITH PRECAST REINF. CONCRETE OUTLET t_ J BIT. WATERPROOFING 1 1/4" MASTIC JOINT GASKET MANHOLE SECTIONS TO 3/4' THICK CEMENT MORTAR SIMILAR TO KENTSEAL 18 CONFORM TO ASTM C-478 SEAL WATERTIGHT ON OUTSIDE CAST IN RUBBER SEALING BOOT & SEAL JOINTS w/ 1-1/4" w/THIOKOL OR EQUAL 11 BOLLARD DETAIL d. STAINLESS CLAMP ON INSIDE_ GROUT MASTIC JOINT GASKET 4'-0" LeBARON MODEL 18R48 C0.2 N.T.S. j ENCASE PIPE TOTALLY W/ 6" BETWEEN PIPE & BOOT SIMILAR TO KENTSEAL #8 SUMP OIL & TRASH HOOD DIAMETER, REFER TO STANDARD OF POURED IN PLACE 2000# CONC EACH ' �;; MANHOLE DETAIL FOR E f ALL AROUND AND OVER PIPE �' OUTLET T INDIVIDUAL STRUCTURE PLACED AGAINST FIRM MATERIAL CONSTRUCT SEWER INVERT W/ 5" 5" � MIN_ 6" LAYER OF 3/4„0 STONE GRATE 8" SEWER BRICK & 3/8 FLUSH FULL WIDTH OF EXCAVATION MORTAR JOINTS, SLOPE @ 1/8" PER FT. 4'-0" COMPACT TO 95% PROCTOR _ _ 6" LAYER OF 3/4" TO LIFT STRAPS CHANNEL TO BE FULL HT- OF PIPE 6" 6' 4,-0„ 1-1/2"0 CRUSHED STONE COMPACT TO 95% PROCTOR K 8 MANHOLE RISER, DETAIL 6' 5„ (5-0'FOR DOUBLE MAX)57 6„ -1=PROVIDE PIPE JOINT OR COUPLING C0.2 N.T.S. 3'-0" MAX_ FROM M_H_ I� — DANDY BAG®II DROP SEWER MANHOLE DETAIL 4 CATCH BASIN DETAIL 4 r C0.2 N.T.S. C0.2 N.T.S. a y STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT ��SNaFMA,S 24" SO. x 10' DP. POURED CONC. CH PAD SET FLUSH .WITH GRADE w/1' LEBARON #LA-248-2 (24'0) C_I. M.H. LEBARON LA-248-2 24 ClM.H. CHAMFERED EDGES IN GRASS OR - DUMPING STRAP o # ( " ) NONPAVED AREAS FRAME AND COVER SET IN FULL BED OF j ALLOWS FOR EASY FRAME AND COVER SET LEBARON 0910 CLEAN OUT MORTAR_ COVER SHALL BE CLEARLY IN FULL BED OF MORTAR. C ALUMINUM 1% ``I REMOVAL OF CONTENTS F IS ER G�a LOCKING OVER. . SET TOP FLUSH LABELED W/ THE WORD -DRAIN-. "COVER SHALL BE CLEARLY w/FIN. GRADE SET IN FULL BED OF MORTAR DOWNSPOUT %" 4 PVC THREADED WITH PLUG LABELED W/ THE WORD DRAIN . PAVING SEE LANDSCAPE DWG'S FOR DETAILS SEE MANHOLE ,, -'� GARCIA•GALUSKA•DESOUSA SEE MANHOLE 2" SQUARE OPERATING NUT RISER DETAIL 24' ZURN #Z-1474 CAST IRON ° CONSULTING ENGINEERS INC. RISER DETAIL 24 USED TO RAISE AND LOWER GATE „ CLEANOUT HOUSING SET. EXISTING/ NEW :,., 370 FAUNCE CORNER ROAD, U4RTM M, MA 02747-1217 COORDINATE LOCATION WITH PLUG ALL LIFTING HOLES IN PRECAST 2'-0" TRANSITION SECTION CATCH BASIN soa-spa-s7ao . FAx sos-sge-0ea3• E MAIL infoog g-0.wm RECTANGULAR TO 24 SQ.x6" DP, TOP FLUSH w/ FINISH RODNEY HUNT CO. WITH NON-SHRINK GROUT ROUND ALUMINUM CONC. PAD PRECAST REINF. CONC. CORE DRILL PRECAST REINF. CONC. M.H. SECTION, f GRADE. CENTER OF PAD � TYPICAL STEM.-SUPPORT ',; BY G.C. MANHOLE SECTIONS TO 6'0 OPENING FOR COORDINATE. QUANTITY AND BASE & BARREL TO CONFORM TO TRANSITION CONFORM TO ASTM C-478 STEM PENETRATION SPACING WITH RODNEY HUNT CO. COPOLYMER POLYPROPLENE ASTM C-478. SEAL JOINTS WITH SEAL JOINTS w/ 1-1/4 PLASTIC STEPS 12 O.C. 1-1/4" MASTIC JOINT GASKET BY ROOFING 3 C MASTIC JOINT GASKET CONTRACTOR t I SIMILAR TO KENTSEAL 8 OPERATING TYPICAL SLUICE GATE MOUNTED ON D.I. SIMILAR TO KENTSEAL #8 ; FIN. GR. STEM FLANGED PIPE EXTENDING FROM WALL IN N M - BY G.C. ';,' - ,.:: r COORDINATE SIZE A D ODEL TYP E OF NON SHRINK GROUT NON SHRINK SLUICE GATE WITH RODNEY HUNT CO. GROU •, M i V 4 PVC EIGHTH BEND . � T (�-) • MECHANICAL JOINT SLOPE 1/8' PER FOOT—Al ,. .' OUTLET CONNECTION - 4'x6' 4' PVC 24" MIN. , CEMENT CONCRETE CHANNEL EIGHTS l FULL HEIGHT OF PIPE 8 ;..'A 8" OFFSET PIPE AT SHALLOW REDUCER BEND COVER INLET FOOTING CONDITIONS p OUTLET PIPEDUCTILE DUCTILE IRON —' 4'-0' r� T:r, MIN. STONE® 12 D A N D .I BAG I I 5' - 6 6" COMPACT TO 95q PROCTOR ;'' , C0.2 N.T.S. i r r I „ i 2'-0" SUMP FLANGED END 6 PVC EIGHTH BEND 6'x4' PVC BELOW OUTLET MONOLITHIC OR QUARTER BEND TEE WYE 6' MIN. LAYER OF EXTENDED BASE 1-1 4" TO 2" CRUSHED STONE SEGTION 48 GROVE STREET MIN 6" LAYER OF ° 3/4' TO 1-1/2' -EX. GRADE s 5 STANDARD DRAIN MANHOLE DETAIL 9 DOWNSPOUT CONNECTION AT GRADE DETAIL SOMER�IOLLE , � � CRUSHED STONE _ _— _ �.� -.--��_... - C0_2 CO.2 N.T.S. :. i�,r= PLACED IN 3» LIFTS " '" N.T.S. COMPACTED TO �6-,r5 t 4'-0" E _ 95% PROCTOR 0 2 1 4 4 . - 2 5 0 0 25'-0' LAYER OF MIRAFI 140N FILTER FABRIC j 2 DMH 1 SLUICE GATE DETAIL C0.2 N_T.S. ,3 SITE ENTRANCE MAT DETAIL C0.2 N.T.S. FINISH GRADE LANDSCAPED PAVED 6" O.D. BLACK STEEL 6'-0' GATE SECTION SYMM. AREAS AREAS POST AND TIES SILT FENCE w/ (MAX) -- - —� INITIAL MACHINE CUT OF , _ - 12 x 1�" x 4 PAVING FOR INSTALLATION OF `� 1-875" O.D. BLACK STEEL TOP & BOTT. RAILS WOOD STAKES GROUND CLEANOUT- SEE NOTE 4 BACKFILL FINISH GRADE PIPING x iy " i t EXISTING PAVING �; ' r. r• 6 LOAM SEEDED C I � a 1.87 5 O.D. BLACK o R --8" GRAVEL BASE TO h. STEEL SIDE RAILS W/ MEADOW MIX --- ' ` ORANGE SNOW FENCE ' FINISHED SLAB 1211 MATCH EXISTING I; 10 O C INSTALLATION, TESTING o 5/8"0 LATCH ROD SUPPORTED TO POLES_ AFTER 2'x 2"x 3' WOOD STAKE FILTER FABRIC AROUND TRENCH - " CLEAN BANK RUN GRAVEL, & BACKFILLING OF TRENCH- -� 2 PER BALE r o NO CLAY, COMPACTED IN " I ( ) SAWCUT THE PAVING BACK AN 1.66 O.D- BLACK STEEL PIPE 9" LIFTS TO 95% PMPT ADDITIONAL 12" OF EXISTING (NO STONES OVER 4 ) COMPACT PAVING GRADE & COMPACT WITH MECHANICAL TAMPERS :�. GRAVEL BASE PAINT RAW EDGE i f : , ` Revisions• 48„ 6" : OF EXISTING PAVING W/BITUMEN WELDED JOINTS TYP. 12 & PATCHTRENCH W 2 LAYERS >. > PROTECTED 6" 0 PERF. P.V.C. FOOTING / O , fi MIN. >; AREA PITCH 1/32 /FT X OF TYPE 1-1 BITUMINOUS CONC. SEE DWGS. FOR INVERTS i FOOTING 3/4' CRUSHED ;' REFER TO STD. PAVING SECTION 6 6 STONE IN MAX _ . LIFTS HAND TAMPED <. EXTEND STONE BED • ''� � IBLACK VINYL-COATED STEEL TIES, 12' O.C. TYP. L TO MIN. 48" BELOW 4 , OF PIPE VARIES 6 MIN. o ... 'r'f ' ' - ;- ? ! ` ', 4 G FINISH GRADE , ._.<.: I ( ) BALE TWINE TO BE `! d 24 0 CHAIN LINK FENCE PARALLEL TO 12' 12" « :. : POST FOOTING - GROUND SURFACE 4,000 PSI CONCRETE y FLOW 3/4 CRUSHED STONE �45 DEC CUT WORK PROTECTED STAKED BALES AREA 6 TYP. TRENCH SECTION FOR SEWER STORM DRAIN GATE DEVIL WETLANDS + 3 FOOTING DRAIN DETAIL ca2 N-T.S. NOTE_ FLOW 1 FURNISH & INSTALL GROUND CLEANOUTS AT START OF RUN, CHANGES IN DIRECTION Centerville GREATER THAN 45 DEGREES AND AT 50FT INTERVALS SEE GROUND CLEANOUT DETAIL. I ' ' NATIVE SOIL _ Osterville STAPLE B Marstons Mills TOP RAILS 1.66" O.D. TYP. B A; BLACK VINYL-COATED STEEL PIPE 6'-0" BLACK VINYL-COATED STEEL TIES, 12" O.C. HORZ. 6" MIN. BACKFILL q Fire Rescue & VERT. ON INSIDE OF FENCE & ARE NOT OVER FABRIC T Station #2 LINE POST, 2. /PIPE BLACK VINYL I COATED STEEL PIPE wT O BE ACCESSIBLE FROM OUTSIDE STAPLE OP RAIL CONN. MESH FABRIC SHALL HAVE SELVAGES POST CAPS TYPICAL SET WOOD STAKE JOINT DETAIL LEBARON #LA-248-2 (24"0) C.I. KNUCKLED TOP & BOTTOMWITH SET SCREW FRAME & COVER SET IN 6 GAUGE BLACK VINYL-COATED STEEL Sheet FULL BED OF MORTAR , LABELED W/ THE WORD 'DRAIN'. - -- - � f���h��X�x �'k�{x'��� ., � � FABRIC, 2 DIAMOND SIDE TO SIDE 14 DETAIL 0 F H A YB A L E 8c SILT B A R R i E R Title: SITE UTILITY w/BLACK PRIVACY SLATS CO-2 N.T.S. FIN. GRADE ' � 4 ". � � � , /��'� >>`� �! � CORNER TERMINAL & PULL POSTS - DETAILS x,� y , 2.875" O.D. FOR 6' HT. AND 6' 24"0 12 MIN. k x >. �'� �,�u } �� �u �� x�jC 2.375„ O.D. FOR 4' HT. FENCE . .- 4 - - o `� '` �' x ;X. ; �� r ;' X k: 'x,< r'` SUPPORTED TO POLES. _._ 3' LAYER OF 1/8' - 3/8' _� BEVELLED EDGE BLACK VINYL-COATED STEEL SNOW FENCE S PEASTONE ALL AROUND ,' X, y., ,,x n. �� TENSION BANDS, 8' POLES PLACED 10'-O' INTERVALS. x. A `- n� �! 1 Y� y�/ �v%� h ,fn ?< `���'`� 1.66" O.D. MID RAIL ON 6' HT. FENCE FILTER FABRIC STAPLED TO ��,' x '}: 'J`�, ��, �x x: y ,; , �, ' ;°. SNOW FENCING - AMOCO 2130 1 u x, k x> ^� '; 3/4 X 3/16 TENSION BAR AT OR APPROVED EQUAL Date: 14-December-07 Drawn ByNCK ZINLET 3/4 TO 1-1/2 0 WASHED � > �. x,X\�,� k � �,� Y FABRIC BREAKS (SEE DWG FOR SIZE) CRUSHED STONE f ,> v n Scale: N.T.S. Project No.: 2704 MIRAFI 140N FILTER 4'-0' FINISH GRADE MATERIAL VARIES PLACED END TO END. UNE OF HAYBALES FILTER FABRIC AROUND SEE MATERIAL PLAN ENTIRE SYSTEM — 4" A. ROTONDO #DW6-4HD BLACK VINYL-COATED STEEL TIES, 12 O.C. HORZ. o BOTTOM RAIL 1.66" O.D. TYP. A HEAVY DUTY PRECAST & VERT. ON INSIDE OF FENCE & ARE NOT i � CHAIN LINK FENCE FOOTING BLACK VINYL-COATED STEEL PIPE `�� 8" 1 I CONCRETE LEACHING PIT TO BE ACCESSIBLE FROM OUTSIDE ° ', , 12''0 FOR LINE POST ' (H-20 LOADING) r 18'0 FOR GATE & CORNER POST l I I= III= III—III= III I f • 4,000 PSI CONCRETE 8" OF WASHED ('• 3/4' - 1-1/2„ CRUSHED STONE 2'-0" _ 7_Op .._ ..- 2'-0" !-- NATIVE SOIL CRUSHED STONE � 11'-0' DIA_ BACKFILL OVER FABRIC 7 DRYWELL DETAIL UNDISTURBED EARTH ,a CHAIN — LINK FENCE 8c GATE DETAIL ,5 DETAIL OF REINFORCED SILT BARRIER Cat N.T•S. C0.2 N.T.S. C0.2 N.T.S. i I 'I LEBARON #LAB-246 C.I. FRAME & BOLTED COVER LEBARON #LAB-246 C.I. = SET IN FULL BED OF FRAME & BOLTED COVER c} SET IN FULL BED OF MORTAR. Z MORTAR TYPICAL FOR (3) N zo SEE MANHOLE CLEARLY LABELED W THE WORD 'SEWER." COVER SHALL BE CLEARLY RISER DETAIL / TYP_ 4 SCHED 40 PVC OUTLET-RUN 30" LABELED W/ THE WORD 'SEWER'_ z LEVEL FOR 2'- SEE PLAN FINISH GRADE FINISH GRADE FINISH GRADE , , , FOR NO_ & ARRANGMENT I GALVANIZED METAL SIGN w 3' MIN. AIR 12" MIN. '' - ,, � REMOVABLE TOP VARIES ��� TYP. - CAULK ALL PAINTED & BOLTED TO TUBE o SPACE 6" � �� PENETRATIONS WATERTIGHT METAL TUBE PAINTED BLACK W/ PACKING & GROUT ROTONDO DB-9 WITH ANCHOR. ;: a < ..a PRECAST CONC. 3" WALL 4" SDR 35 -�.- 3" 4' PVC SAN TEE-► " DIST_ BOX (H-20 LOAD) 28 2" SQUARE GALVANIZED _.__ _ ___.___--- -__.-._. __LIQUID LEVEL..._-_v._._._. _ _ __ ___ _._..___ tn �LIQUID_LEVEL v,_._. .__. 4 SDR 35 4 SDR 35 PVC INLET TYPICALP_V,C. INLET (992 gal. cop) - (458 gal. cop) P.V.C. INLET 4' PVC SAN. TEE 1On " -.► � 19 MIN 4" V P 0 P.V.C. SAN. TEE TYP. SUPPORT CLAMP 30' 8 6" j w/ ST/ST ROD & CLAMP � p CAULK ALL PENETRATIONS 5-1 _ 4'-4" GAS BAFFLE» "TUF-TITE" � ~ 1,500 GALLON PRECAST OR EQUAL GAS BAFFLE FINISH GRADE _ OR EQUAL MT_ ON 6" COMPACTED SECTION REFER TO PLAN CONCRETE SEPTIC TANK 3/4' CRUSHED STONE FOR MATERIAL H-20 LOAD, BY ROTONDO 6 BAFFLE ADDITIONAL KNOCKOUTS MODEL No. CST-1500 _ OR APPROVED EQUAL SET UNIT LEVEL ON 12 OFPLAN VIEW ijl = . _.__ 6' 12".. 3/4' 1-1/2 rlCRUSHED STONE - PLACED IN 4 L FTS COMPACTED 6 DETAIL O F DISTRIBUTION BOX 6 6'_6" 6 3'-0' TO 95% PROCTOR 2" - OVERALL LENGTH = 11'-O" C0.3 N.T.S. to OVERALL WIDTH = 6'-0" SEPTIC TANK DETAIL 0 ,500 GAL. CAP. 10'0 CONCRETE I FILLED SONO TUBE v. C0.3 N.T.S. TP�1 TR!l2 TP �3 TP#4 r "n t0 0' (0) EL.=20.2 0' (0) EL.=21.8 0' 0 EL.=19.9 0" (O} EL.=18.8 O °t 2" (1OYR 3/3) EL.=20.1 2" (10YR 3/3) EL.=21.6 2" (10YR 3/3) EL.=19.8 2" (10YR 3/3) EL.=18.6 (A) (A) (A) (A) LEBARON #LAB-186-18"0 LOAMY SAND LOAMY SAND LOAM SAD(10YR 4/2) LOAMY SAND - TYP. OBSERVATION CAST IRON FRAME & GRATE 7" (1OYR 4/2) EL=19 7 8" (10YR 4/2) E1.=21.1 9" EL.=19.2 T (10YR 4/2) EL.=18.2 < MANHOLE - REFER TO SET IN FULL MORTAR BED (B) (B) LOAMY SAND (B) 4 PLANS FOR QUANTITY CLEARLY LABELED W/ THE WORD "SEWER" LOAMY SAND LOAMY SAND 10YR 6 6 LOAMY SAND " (10YR 6/6) y (10YR 6/6) 45' ( / ) EL.=16.2 " (10YR 6/6) �,���NOFtifgs�9� 10" FINISH GRADE FINE-MEDIUM M. RR 36 EL.=17.3 42 EL.=18.3 (C1) 36 EL.=15.8 � CHRI PH ER tiG (C) (C) SAND (C) v t two _- CLEAN BANK RUN " 25Y 66 a FINE TO MEDIUM FINE TO MEDIUM 104 ( / ) EL.=11.3 FINE TO MEDIUM GRAVEL, NO CLAY, � 1 S I G NAG E DETAIL w (2.5Y 7/3) _ " (2.5Y7/3) _ FINE SAND " (2.5Y 6/6) ss O1VpL C0.3 N.T.S. 2 PEA STONES 123' EL.-10.0 120 EL.=11.8 120 EL.=8.8 ROTONDO MODEL (2.5Y 7/2) - #FD4x8-S PRECAST �,d_ .. _ 3/4"0 TO 1-1/2"0 144" EL.=7.9 FLOW DIFFUSER 18" WASHED CRUSHED Standing Water in Hole: None Standing Water in Hole: None Standing Water in Hole: None SIGN DESIGNATION CHART ;_, STONE IN TRENCH Estimated Groundwater: None Estimated Groundwater: None Standing Water in Hole: None Estimated Groundwater: None GARCIA•GALUSKA•DESOUSA ELEV. 15.80 ;/ CONSULTING ENGINEERS INC. SIGN 6" 3 LINE BASIN w/ PERC RESULTS: PERC RESULTS: Estimated Groundwater: Nonce PERC RESULTS: z 370 FAuE CORNER Imo, orMouTf,. MA 027+7-1217 DESIGNATION HEIGHT WIDTH SIGN 508-998-5700 • FAX 508-998-0883• E-MAIL infoO"-d.com " ` FILTER FABRIC PERC 0 = 64" PERC WAIVED DUE TO PERC RESULTS: PERC WAIVED DUE TO 4' 4'-0" 4' IMARAFI 140N PERC ELEV. = 14.9. SIMILAR CONDITIONS PERC @ = 66" SIMILAR CONDITIONS L RE�sEWED 8'-0" LENGTH PERC RATE = <2 min/in. PERC ELEV. = 14.4 A KING (DID NOT HOLD SOAK) PERC RATE _ <2 min/in. R7-8 18" 12" ..;. (DID NOT HOLD SOAK) A � NOTES: q (ACCESSIBLE PARKING) 3 SEPTIC TRENCH DETAIL 1. TEST PITS #1,2,3,4 C0.3 N.T.S_ WERE PERFORMED BY CHRISTOPHER M. GARCIA, P.E. SOILS LOG ON DECEMBER 5, 2007 & WITNESSED BY SEPTIC SYSTEM GENERAL NOTES: LEBARON #LA186 C_I: MANHOLE DONNA Z. MIORANDI OF THE BARNSTABLE B.O.H. a {� I FRAME AND COVER SET IN FULL BED OF MORTAR. CLEARLY LABELED W/ THE WORD 1. THE SEWAGE DISPOSAL SYSTEM SHOWN SHALL BE CONSTRUCTED IN RUN 3/4" THICK MORTAR "DRAIN". TYP. FOR ALL DET/RET POND RISERS COMPLETE ACCORDANCE WITH TITLE V & LOCAL BOARD OF HEALTH -SET RIM AT FINISH GRADE IN PAVED AREAS THIS DESIGN SHALL BE APPROVED WATERPROOFING UP AND OVER REGULATIONS. ANY MODIFICATION TO H D GRASS PAVED i MANHOLE FLANGE AREA AREA GAREA AREARASS IN WRITING BY THE ENGINEER AND THE LOCAL BOARD OF HEALTH FINISH GRADE FINISH GRADE FINISH GRADE PRIOR TO PERFORMANCE. ,;: , Y HE SEE LANDSCAPE DWG'S -- - _- - ---- 11 --- ---- 2. PRIOR TO START OF CONSTRUCTION, UNLESS SPECIFICALLY EXCUSED B T INSTALLER SHALL MEET WITH THE B.O.H. AGENT ; . B.O.H. AGENT, THE SYSTEM ---- --- ACCESS RETENT10RISER NDTYP. N MEETING IN ORDER TO ESTABLISH THE PROCEDURES FOR A PRE-CONSTRUCTION E 6 (H) PRECAST GRADE RING SEE DETAIL#4 ON SHEET CO.03 BY WHICH THE SYSTEM INSTALLER SHALL ASSURE THAT THE CONSTRUCTION _ _ ,._. __ .__._ WITH 18"0 OPENING FORLOCATION 48 GROVE STREET COMPLIES w/ALL OF THE REQUIREMENTS OF TITLE 5 & THE LOCAL B.O.H. REGS. �` SEE DWG'S OCA . , � SEE SHEET C1.2 IN j BAGlcF1LL HDPE 36"0 PERF. 36"0 PERF. S O M E R V I L L E O MA 3. ANY MODIFICATION TO THE WORK SHALL BE APPROVED IN WRITING BY THE CAPPED RISER , HDPE PIPE (TYP-) HDPE PIP j BACKFILL E (TYP.) ARCHITECT AND THE LOCAL BOARD OF HEALTH PRIOR TO PERFORMANCE. INV. IN=17J3 j 02 2500 8. IN THE COURSE OF INSTALLING THE LEACHING FACILITY, REMOVE ANY ABANDONED FOUNDATION, UTILITY STRUCTURES, ETC. ENCOUNTERED WHICH INTERFERE WITH THE " -. . - 36 HDPE P Y REMOVED AND A BE COM COMPLETELY : - LEACHING FACILITY. ALL SUCH STRUCTURES SHALLSUBSURFACE RETENTION HEADER PIPE SHALL BE REPLACED WITH FILL MEETING TITLE V CRITERIA. POND SEE DETAILS 3. NO HEAVY EQUIPMENT SHALL BE RUN OVER THE COMPONENTS OR 6" HDPE PIPE (TYP,) I THE PREPARED SEWAGE DISPOSAL SYSTEM. SEE DWG'S FOR SIZE OVERALL LENGTH 4. SOIL LOGS ARE INDICATIVE OF CONDITIONS ENCOUNTERED (SEE DWG'S) AT THE TIME & LOCATION OF TEST ONLY. LONGITUDINAL SECTION 5. UNSUITABLE MATERIAL '" THE DISPOSAL AREA SHALL 4 TYPICAL RETENTION POND ACCESS RISER DETAIL GRASS PAVED BE REMOVED & REPLACED WITH MATERIAL TO THE LIMITS CQ 3 N.T.S. AREA AREA SHOWN HEREIN. EXCAVATION & NEW MATERIAL SHALL BE FINISH GRADE SEE LANDSCAPE DWG'S FINISH GRADE SEE LANDSCAPE DWG'S APPROVED BY THE LOCAL BOARD OF HEALTH, AND SHALL - �...aw_- MEET TITLE V CRITERIA. i„ z -------------------- ----_ __ ----- -- ---- - ------ -------- TOP POND=19.43 ____-- _____ _.. . _ ....._.._ _.. _ _____._. __..-_._. .._ .____._ _--._._.__._.._._._ __.___.__ .-_---,___--- ___.. ..._-_-_ .. __ _ -__,__,_ ----------- 6. STONE SHALL BE OF SIZES SHOWN, TRIPLE WASHED, -. __ - 30.0 �-__.__..__-_ _.__-- ___...___._. _--- __ __._.. _. __ _ AND HAVE LESS THAN 0.2% MATERIAL FINER THAN #200 ( . SIEVE WHEN IN PLACE, & TESTED IN ACCORDANCE WITH A.A.S.H.T.O. #T-11 & T-27. MIRAFI 140N FILTER FABRIC j ) 36"0 PERF. 7. SEWER PIPING SHALL BE MANVILLE ASTM D-3034 SDR-35 PVC AROUND ENTIRE WITH PUSH ON RUBBER JOINTS UNLESS NOTED OTHERWISE ON DWG's. SYSTEM j HDPE PIPE (TYP_) j ;. 3/4"0 TO 1-1/2"0 8. PIPING FROM SEPTIC TANK TO DISPOSAL SYSTEM UNDISTURBED-- I WASHED CRUSHED Revisions: SHALL BE SCHEDULE 40 PVC. FIRST FLOOR ELEV.=27.33 \ RIM-25.26 EARTH II j ,> j STONE IN TRENCH .-, I RIM=25.21 , � . BOT. POND=15.96 9. SEPTIC TANK & PUMP CHAMBER SHALL BE H-20 RIM=25.17 TYP. MANHOLE , -. 4 DESIGN REINFORCED CONCRETE PRECAST MANUFACTURED EXISTING GRADE A 8 24, 24" 24 18" BY ROTONDO PRECAST OR APPROVED EQUAL {MIN) (MIN) (MIN) (MIN) (MIN) a 10. SYSTEM IS NOT DESIGNED FOR USE OF GARBAGE GRINDER OVERALL WIDTH (SEE DWG'S) 11. WHEREVER SEWER LINES CROSS WATER SUPPLY LINES, BOTH`PIPES SHALL \ PROPOSED GRADE BE CONSTRUCTED OF CLASS 150 (MIN.) PRESSURE PIPE TO 1'0' ON EITHER SIDE OF CROSSING. PIPES SHALL ALSO BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS_ \ CROSS SECTION 12, NOTIFY LOCAL BOARD OF HEALTH AND ARCHITECT/ ENGINEER 7 SUBSURFACE RETENTION POND DETAIL WHEN SYSTEM IS COMPLETED AND READY FOR INSPECTION. \ C0.3 N.T_S. 4" WYE SEPTIC TANK TESTING NOTES: 10' ' \ 1. SEPTIC TANK SHALL BE TESTED FOR WATER TIGHTNESS AFTER INSTALLATION. 4 PVC RIM=20.17 LEBARON #LA-308 (30"0) C.I. I , .11 TEST SHALL BE PERFORMED IN THE PRESENCE OF THE DESIGN ENGINEER & LOCAL 4 C.I. o NEW GRADE PTO FRAME & COVER SET IN �etel Mlle HEALTH AGENT. TEST PROCEDURE SHALL CONSIST OF THE FOLLOWING: 4" PVC MATCH EXISTING FULL BED OF MORTAR REFER TO MANHOLE ((��, ,j a_ CONTRACTOR SHALL PLUG INLET AND OUTLET OF CHAMBER. RIM 18.93 TYPICAL FOR (3) O sterville _.____-____._. _____ ___ .-_..-. _ .._. .____ ._-.__-.. _I___._____.._--- ___.____.__________w___ .__.._ .. _ __ __: __ _ .____. ___.__ _---- ----_-_-_ _. ___-._ _._ RISER DETAIL b. CONTRACTOR SHALL FILL CHAMBER WITH WATER TO THE UNDERSIDE OF THE 20.0 " CLEARLY LABELED W/ THE WORD DRAIN., -r n r, r i �� r r m _rrr nr�r, ,r r _- rrar r �(, TOP SLAB. TANK SHALL REMAIN FILLED FOR A PERIOD OF 48 HOURS. , �, r_ r m _r_ r_.tr m��r; =r r r - �t-_ -n7 Marstons I\Ms 12' HDPE DRAIN ,_ `�Ti ' �r- c. WATER LEVEL SHALL BE MEASURED AT THE END OF THE 48-HOUR PERIOD. 12' MIN. PIPE INV i .--19.36 WATER LEVEL IS INTENDED TO BE MAINTAINED WITHOUT ANY DROP. BLDG FOUNDATION TYP. - CAULK ALL Fire Rescue 3" MIN. AIR 6. PENETRATIONS d. THE DESIGN ENGINEER AND BOARD OF HEALTH AGENT SHALL MAKE SPACE DETERMINATION FOR THE NEED OF ANY FURTHER REMEDIAL WORK. WATERTIGHT w/ Station #2 i 4' PVC 6" PACKING & GROUT 6" PVC INLET TEE 4" PVC PLACED IN CENTER 6" PVC OUTLET TEE 1,500 GAL. i OF OPENING __ _.__.____.__-_____.__. .: _ _. _-_ -._-__ _w_-__-, PLACED IN CENTER Sheet SEP11C TANK Title: OF OPENING SITE UTILITY DROP SMH 1 BAFFLE (3) 6"0 # PVC TEE DETAILS --.--____-- _.._..__-- __-.-_ __ ______-.STA 0+65' 4-_ F TYP. SUPPORT CLAMP 15.0 RIM=24.20 INV IN=21.44 w/ ST/ST ROD & CLAMP INV OUT=17.44 LEACHING TRENCH 4'-1' S'-1" 4'-1" (3) 6"0 HOLES IN BAFFLE W/ TRASH SCREENS. SEPTIC SYSTEM BASIS OF DESIGN 1,500 GALLON PRECAST CONCRETE SEPTIC TANK Date: 14-December-07 Drawn By:NCK DAILY SEWAGE FLOW: H-20 LOAD, BY ROTONDO 3'-0' USE: MUNICIPAL FIRE STATION MODEL No. CST-1500 OR APPROVED EQUAL Scale: N.T.S. Project No.: 2704 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD OFFICE SPACE: 588 S.F_ x 75 GPD/1000 S.F. = 45 GPD 1'-0" DAILY DESIGN FLOW = 375 GPD SEPTIC TANK: 2+00 SET UNIT LEVEL ON 12 DATUM-10.0 OF 3 4 -1-1 2 CRUSHED � TWO COMPARTMENT SEPTIC TANK WITH 72 HOUR STORAGE CAPACITY 0+00 1+00 / / USE 1,500 GAL. SEPTIC TANK. . 5 SYSTEM PROFILE STONE COMPACTED TO " 95% PROCTOR LEACHING REQUIREMENTS: C0.3 HORIZ_ SCALE: 1"=20' 6" 4'-0° 6' 2'-6" 6' 2'-6' 6' PERC_ RATE: <2 MIN_/IN_ VERT. SCALE: 1"=2' CLASS I SOIL - LOADING RATE= 0.74 GPD/S.F- LEACHING TRENCH CONFIGURATION - 36'(L) x 12'(W) x 2' (DP) TOP OF FOUND_ 27.00 INV IN TANK = 22.04 INV IN D-BOX 17.05 OVERALL LENGTH = 11'-O" BOTT. AREA = 36' x 12' = 432 S-F. NOTE: WIDTH = 6'-0" 432 S.F. x 0.74 = 320 GPD INV AT STRUCT. = 22.38 INV OUT TANK = 21.79 INV OUT D-BOX = 16.$8 E SIDE AREA = 2' x (2)(36' + 12') = 192 S.F. FIN. GR AT FOUND. = 26.25 INV IN SMH = 21.44 BOT_ OF TRENCH = 15.30 8 WATER QUALITY INLET DETAIL 192 S.F. x 0.74 = 142 GPD INV OUT SMH = 17.44 WATER = NONE OBSERVED C0.3 N.T.S. CAPACITY OF TRENCH = 462 GPD > 375 GPD j I it i I I I BENCH TO BE REMOVED, j STORED AND PROTECTED\ BY OWNER f i __ _ EX. C�V' `! R&D BITUMINOUS CONCRETE �� _ ^ _ TRAFFIC SIGN ST EET SIGN h GJ - -_____fREFER TO DEMO NOTES) --- --_ - Road APPROXIMATE LOCATION Fire Station EX• ONC. CURB TO REMAIN AI \ LNCH ON SLAB 6" WATER M OF EX. 6" WATER MAIN �/— R&0 CONCRETE CURBING ' SAWCUT EX. W— — — — W— — `- — �,.,-'ld- 1 • BIT. CONC. — — — \ 3 — W — — — — _ — — — LAWN aHo Y — — r. __ — x 76. D PH C. �d 7 cON 1d R& -, :NF �d WALKWAY / �d fi.'gPLt= �. , J d F B LIMIT OF WORK LIMIT 0 CLEARING r - I'T. CONC.'" l -1 _J. I � R&D BITUMINOUS CONCRETE O` \' PARKING i � , `4.' �_ .-- (REFER TO DEMO NOTES) C R&D TREE Q BIT. .CONC. 3� 1 12" -P!Nr a' R&D CONCRETE AY 1( P--PINE\ _ —� o i' STEPS PADS 4., �:c usT 1 j ` f e ENGINE RAZE EXISTING BUILDING lI f e — — - BAYS / �} FCPX- sPR&D CONC. CURB ' � 1 2 nPRJic x X �d�x ._ _ _. f REE SSNOTE0 � � ;P;N 1` NG,r CEDAR HEL'GE -X 'CEDAR 1 Y x TYP.- REMOVE & DISPOSE EX. HouE cvR \ GAS CUT GON R&D FL GATE LINES & S x � --�`��=� � FLAGPOLE � A'LVE R&Q STEPS & 13 TEMPORARY HAYBALE & x / ,, & CAP'AT MAIN IN STREET. CONCRETE PADS - 1 M ^' G r E \ 1N OF Mgss9t' C0.2 ; ''SILTATION BARRIiR ,`, x COORD. WITH;LOCAL;GAS CO. EMORIAL STONE TO BE R&D CEDAR r FLAGPOLE o REMOVED, STOREDC ISTOPHER HEDGE ot.,,-- / x o •,q• LO,u5 22" - - PROTECTED BY OWNER vIVIL I }4 ' PAD LAWN II x _ X �I� LAWN R&D >- > x x TREE w ' E � i -1 - I �. . -�iN_ �y� S�ONAI N �1 'i � 4 G . r, � 1 TYP 4 &D CESSPOOLS � O ; ,. - CUT & CAP EXISTING � j ASSOCIATED PIPING PER 310 \ E, PROTECT TREE x ` S WATER :SERVICE AT CMR 15A0 TITLE, 5 R&D EXISTING \ 1 GARCIA•GALUSKA•DESOUSA - P-PiN DRIV' wAY WATER VALVE MAIN IN STREET , ( ) i $IT, GONC. ,a BACKFILL EXCAVATED,,.AREA s;,'�u T r x E Z r R&D OF GAS METERS CONSULTING ENGINEERS INC_ WITH:STRUCTURAL FILL. x•' x O ENGINE \ — — -� ,'.` COORDINATE WITH \ ,• 370 FAurrcE CORNER aow, avtrMourrl. MA 02747-1217 5 OCJS? ?C Q J;" BAYS 508-998-570D• FAX 508-998-0883• E-MAIL intoft-4-d.com ' I n al �iNs x x LOCAL GAS COMPANY 1 ' r e — —,J S" i_UCUbi .F 1 D';`X`r 's r.,. ` r �;7' 1. , 4l_ ;' o . SAWCUT EX. 4" oAh �- PADS IT CONC R&E), STEPS & ', rrt CONCRETE \ BIT. x , �� x aCus; R&D o- LAWN ' ; 1G' "r'iPiNE: 1 ;' ,. R&D CESSPOOL "' . . x ABANDON EXISTING\ p BOLLARD - ;�, ti ► _ (WATER SERVICE SEE TYP. NOTE O C� I RE & ANCHOR GUY WI R - _ - x \FOR UTILITY POLE \ j♦ R&D CONCRETE•APRON t II cn 1 ----` ;" �-_PS�1-t. CURB •C01�}C.RETE .. . AvE BOLLARD . : x pl , -..:.<. BI. CONC.. . . • 1a" OAK PROTECT EX. .PAR NG EaT ��� C c n z MONITORING' WELL Mw / y no CiLI n 2 �" 0A c,ar� L P - .. 31 �'' ;/ ROTECT -"--R&Q TREES ( 1 c TREE ALONG 6" OAK I CATCH BASIN & PIPE �. MW. �� 1, IDEWALK LAWN PER BAXTE=R & NYE PLAN -% m / NOT LOCATED` IN FIELD �' '? �• .�-="'� � � v CAK PROTECT S SAFE Y FENCING N 48 GROVE STREET I}L 1 '' 9�, `�._---. :`._ tit PROTECT EX. 16' ONITORING WELL SOMERVILLE . MA _ M \ SHAD Ha z' A.�: II 3Ho��3N0 f R&D BITUMINOUS CONCRETE o r _. -- O 1 4 O r % _ r 4 e I R&D EX. CATCH (REFER TO DEMO NOTES) 12' &,"; :< -- BA KFILL EXCAVATEDNAREA x -3Ho-- r i- 7H0 SHED ' R&D ASPHALT CURBING P WITH STRUCTURAL FILL T+ yx' 3N0."��3H0 _ t MW I► 3�f ` '' _ ABANDON E X. a = �.` arw -- ' TEMPORARY LOCATION „1n - DRAIN PIPE FOR EX. SHED BY OWNER HED _', 1 OAK O "A � 3�f� SHED TO BE $ "< • 1 22'3 0�3N°� AUTOMOTIVE RELOCATED c SERVICE STATION BY OWNER CH-RRY „ PROTECT EX. Aµ0-- MONITORING WELL r �� �f C COTTAGE SITE DEMOLITION PLAN DEMO LEGEND SCALE: 1"=20' Revisions: x REMOVE & DISPOSE R&D REMOVE & DISPOSE fr----,y .--��- _ ��___. ABANDON EXIST'G. UTILITY IN PLACE REMOVE & DISPOSE OF EXIST'G. UTILITY i I GRAPHIC SCALE 20 0 10 20 40 so I ( IN FEET ) 1 inch = 20 ft. Centerville Osterville I Marstons Mills Fire Rescue Station #2 Sheet Title: SITE DEMOLITION PLAN i fDate: 14-December-07 Drawn By: NICK I I, Scale: 1"=20' Project No.: 2704 j I I i i : I I 'I I r i I SITE STATISTICS 1. LOCUS IS MAP 118 LOT 110 2. ZONING = "WP" (WELL PROTECTION) OVERLAY DISTRICT WITHIN "RC" (RESIDENTIAL DISTRICT) 1 MIN. LOT AREA = 43,560 s.f. J 3. SITE AREA = 62,315 0. a 4. REQUIRED FRONTAGE = 20' 5. MAXIMUM LOT COVERAGE = 50% 6. MAXIMUM HEIGHT OF BUILDINGS = 30' EXISTING CURB TO 7. BUILDING USE = FIRE STATION REMAIN. MATCH 8- SITE LOCATED IN FEMA FLOOD ZONE "C" COMMUNITY PANEL # 250001 0016 D _-__--- EXISTING GRADE EXISTING CURB TO _ _ SITE LOT COVERAGE C-� REMAIN. MATCH PROP- �_ IXLI;mxG-GRADE- —�- 4 EXISTING OSED - --- --� AREA % LOT COVERAGE AREA % LOT COVERAGE CONCRETE SIDEWALK R=15' BUILDING (FOOTPRINT) 6,002 s.f. 9.63% 8,412 s.f. 13.5% 5 (4) 4'x4' CONC. PADS FOR CONDENSERS TO BE 'ld C0.1 DOTAL WALKS 17,708 s.f. 28.42% 18,712 s.f. 3 . COORD. WITH EQUIP. SUPPLIER 27,124 s.f. 43.5% NEW VERTICAL -Jd 1d G GRANITE CURB 8. BUILDING SETBACKS: Id REQUIRED PROVIDED LIMIT OF WORK/LIMIT OF CLEARING �, R=30' - 7 MIN. FRONT SETBACK = 20' 55.5' t �� R-30 J ° = CONCRETE SIDEWALK C01 MIN. SETBACK = 10' 20' � , -.. MIN REAR SETBACK 10' 106 5' R= 1 5 - ti a p t, ° g ACCESSIBLE HANDICAP 1 c9 r - CURB,CUT C1 PARKING S N 9. PARKING r TP#4 [ rn TOTAL PROVIDED a - = 24 TOTAL SPACES 2 STANDARD 2'x3' `:`QONC. CONDENSER 5 '` < . 1 ACCESSIBLE 1 TYP.- (2) BOLLARDS N 2 PADF.. COOK[):,,WITH 15' 31 2.5 EQUIP,- SUPPLIER C0.1 a = .� � _ ;.. NEW FLAGPOLE ���cHOFMAss 9 d 11 TP#t - =2' "� CHRM a _. 4. Q' Vy ,P 1. n - - - : 1[ TP#3. n a ° ro if f$W g TP#2 0 i8.5 x 17.5° BROOM GARCIA•GALUSKA•DESOUSA IL _. a, FINISHED CONCRETE PATIO CONSULTI_ _ NG ENGINEERS INC. 1 tQ1 - 11 508-998-5700 FAX 508-998-0883W E-MAIL infoO g-d com TOTAL OF ( ) TYP. BOLLARD C0.2 `v 1 r- r., � _ _ J r ' v If 7 o�- x. CONCRETE SIDEWALK 6' CONC. APRON- REFER 1 TO STRUCTURAL DWG'S a [ 8'x8' CONCRETE PAD FOR SHED ° r: h = EXISTING CURB TO REMAIN. MATCH- R=2 n ` E 24' 20' c> . ;4 },,, _..__ _ _ _, -- + R=5' R_15, ` EXISTING GRAD 1 r; ; >. _ r ♦ , 20 10 ;, o pCC L=13' CHAIN LINK FENCE _ ♦, = ° .. " R=5' TO SURROUN ` >06 C0.2 GENERATOR PA 4 L=17' 06 ;.10 c, R=16 , N { 4 DUMPSTER 101 -IA 23' CC J.I C0.1 PAD (10'x10') ^r , 10 CHAIN LINK 122' ti. j C0.2 FENCE & GATE 6 410' PL R-40 C0.1 GENERATOR PAD II - 48 GROVE STREET SOMERVILLE , MA " i 02144 - 2500 I LPL- - 1 --PL �L i - r SITE LAYOUT PLAT l SCALE: 1"=20' Revisions: j I GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEIET ) I inch = 20 ft. Centerville osterville Marstons Mills Fire Rescue Station #2 Sheet Title: i SITE LAYOUT PLAN Date: 14-December-07 Drawn By: NCK Scale: 1"=20' Project No.: 2704 �I 13 j i i - I I k I GAS SERVICE BY NEW 6" CLDI FIRE LOCAL GAS COMPANY. SERVICE BY WATER DISTRICT CONTRACTOR TO FIELD UP 257\1 VERIFY EXACT LOCATION GAS SERVICE BY __ - D D WNSPOU TS NEW 2'° DOM. WATER -- SERVICE BY WATER DISTRICT ___.__-- A�GAS--COMPANY. UP NET&T CONTRACTOR TO FIELD EX GV STRUCTURE PROP IN OUT VERIFY EXACT LOCATION f - ELEV. ELEV -_ T - - - Road FIRI= `tSBPARTMBNT - j `_'-------------_-._.-__._-_-_--- -- � CONNECTION DS #1 37.00 30J3 APPROXIMATE LOCATION y v 4 Y� WATER MAIN ,._�-� OF EX. 6" WATER MAIN W- W ��r - UP NET&T 23 DS #2 35.47 29.34 31 70 HYDRANT TO BE W- - - - - W- - !_ �_ ,--, �._ 2 _ _ - 1d -��'' DS #3 27.84 PROVIDED BY OWNER - - - W - - - w. V'O GAS METER`BY - -: --------T -1�1= _- - - - W- " ___.- -"1d AL AS f tr \ DS 14 . _t GV r C , > -' _ •' , -- -, ," , � ` -I"`' ,. t �z � , COMPANY r ; �d / 27 ld - DS 15 00 23.49GCO . - s 21 LIMIT OF WORK/LIMIT OF CLEARING a E CO '> - DS #6 27.00 23.01 v : 1.=2'L97 S 8,....- - - # #7 S CB#1- -_ , DS 26 30 2 1 - ° _ - ` J- ►--, DS ,OS#7, - ? GCO DS 29.70 22,88 3 SOIL ABSORPTION SYSTEM - - - PVC 33 - - r TP#4 6 ! tx 26 \, #8 CO.3 12.83'(L)x37.5'(W) I -- D5 6p P -n �- _ ° DS 19 36.50 33.50 , 1.' 19.89 # , o : d r ' � 9 y. .y DW 1 DS 10 37.00 33.51 d t i •' `,, OF 6 D!STRIBUT,014 4 VC ® _ FLAGPOLE LIGHTS aL•tN Mq,r H , BOX _#� • �P .. C0.3 1 4 PV .d DS 6 F t S • 1,O . -- v . . '- , ,r E ' d SMH 1 E R4 f ° t, o 0 1 . E-r �`- H ASINS ° Y CIVIL - ,;. d , . . _-, ,K. _, . �. PVC .�. lNv. ovT Q r _ , RESERVE AREA e,.. .: ' °:_.,. -�. STRUCTURE I51E 11 µ_ ,.r ELEV ELEV. 2 1 00 GAL 1 1 TP 3 � ,, 0 5 •> IT' C0.3' SEPTiC!TANK =2156 TYP. 6 PVC CB #1 22.45 19.45 ,V#2 FOOTING DRAIN „ y``, GARCIA•GALUSKA•DESOUSA t y CB #Z 27.61 24.61 IL - , ; : CONSULTING ENGINEERS INC. - a" - 370 FAUNCE CORNER ROAD, DARTMOUTN, MA 02747-1217 ' V; 7 508-998-5700 FAX SOS-998-0883• E-MAIL infoQ"-d com i f S#4 BY LOCAL GAS METER COMPANY S DRAINAGE MANHOLES 1 x. ::: p STRUCTURE# • ., q. a .. RIM IN IN IN IN IN IN INV OUT - DS 1 v, �� E. � t,,�� � ELEV ELEV ELEV ELEV ELEV � ■ a DS# _ - # MH 1 27.20 18.25 18.98 - 18.02 12 HDPE � S ,_, y . r ;�r., _-- _ ... � :,� ����: p 36" HDPE D , _ # WQS 1 DMH 2 1:2 HDPE VC c _- ( # ) ( # ) HEADER PIPE 6 PGCO♦ _... 19.06 24.57 19.06 18.56 DMH 1 DM 2 S DS#2- DMH 2 27.31 # D CB 1. (CB#2) (QMH#1) TO WQS1 CB#2 7 SUBSURFACE INFILTRATION ♦ J 6" PVC DS C0.3 POND 56';(L)x33.85'(W) _ MWRA INTERCEPTOR 600 REFER TO PLUMB. DWG'S D i • WQS#1 J CO _ - N WA TER QUALITY STRUCTURES RIM IN IN IN IN INV. OUT STRUCTURE # 48 GROVE STREET I 1 ELEV. ELEV. ELEV. ELEV BUILDING SIGN LIGHTS + - WQS #1 27.00 �8.53 18.28 S O ail E RV I L L E , A I _ 02144 2500 I _ -_P�. DRY WELLS RIM IN IN IN IN IN IN INV. OUT 4 ACCESS RISER (TYP) - STRUCTURE # ELEV. ELEV. ELEV ELEV. ELEV. C0.3 8 TOTAL k ..� DW #1 36.30 33.37 - - - 1a��r GRAPHIC SCALE 20 0 10 20 40 80 I IN FEET ) f inch = 20 ff_ , s a SITE UTILITY PLAN SCALE. 1"=2G' Revisions: I i f f Centerville Ostervie Marstons Mills Fire Rescue Station #2 � I Sheet I Title: f - SITE UTILITY I PLAN Date: 14-December-07 Drawn By: NICK Ep Scale: 1"-20' Project No.: 2704 F I M �k I r I I i I b- 14 ,: , , r , �.Id -7d 18 LIMIT OF WORKAIMIT OF CLEARING r 36.25 : Al a C 22.4 6.75 T cu 36.35 , r ,: z _ , ` 37.00 M4 SSgrF 36 o� CHMSTOPiiER rG i I " — - MG _ � � AL 37.00�-, No 4s0 36.85 �' ,J U GAR CIA•GALUSKA•DESOUSA CONSULTING ENGINEERS INC_ 370 FAUNCE CORNER ROAD, DARTMOUTH, MA 02747-1217 = 7 00 - - E-MAILo�-d 508 298 5700• FAX 508 998 0883• E MAIL inf .com v F.F.E. 3 It co i i i V Ate{ MONITORING WELL COVER : I , ESE USH'WiTH GRADE— TO BE R T,FL I �. . - +3 y , 6.70 R \ _ 37.00 4. : ;♦ i _ r -- 7.41 TF f 1 : A l, ' - 48 GROVE STREET S O i�A E R!1 I L L E I� � MONITORING WELL COVER TO BE RESET FLUSH WITH GRADE 02144 - 2500 I - P�- _ PL .o MONITORING WELL COVER TO BE RESET FLUSH WITH GRADE r SITE GRADING PLAN SCALE: 1"=20' Revisions: I I GRAPHIC SCALE 20 0 10 20 40 so r ( IN FEET ) 1 inch = 20 ft. Centerville o s terville Marstons Mills Fire Rescue Station #2 Sheet Title: SITE GRADING PLAN Date: 14-December-07 Drawn By: NCK Scale: 1"=20' Project No.: 2704 I k I