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HomeMy Public PortalAbout385 Pleasant St_Civil_050917�u OQ i WALTHAM ST 4 SITE Locus Map Not to Scale N 18V7'50' W 7o.66' 221-34 0 N PENTA REALTY TRUST BENCHMARK NAIL IN UP EL=29.03(NAW88) 221-20C 0 __ -- N 13 BRIOGE STREET LTD PARTNERSHIP OH N 9'5121' EP E 92.1 T �. WIRE FENCE 7zk j". '36' E- -- - - - 65 - 9.74r 2z1-=D `+i -------GR4VE['jiTP#2 TP3 I 1120' , 31- �- -�_ I z � j! P#1 x ii� M W Lp [-M,TL STAIRS �--3"B(MTL) w 1� BIT CONC PAVEMENT - I =35.09 � M W 30 � � --- 1 CONC PAO HYD `I \ SEWER OUT '_�� �❑ Ls 713fi'1Z,7 v[; 12D j E E 2 14w 12D R=27 8i OH G 15s G c G ,' 14W I(IN)=24.51 (12"01 CBN SMH SMH ~� G ~ G I(OUT)=23.51 (12"RCP R=27.42 R=27.65 R=27.08 A=161.92' 1=23.52(HOPE 1=22.55(ORY) I(IN)=10.9B (15" MAIN) SMH I(IN)=22.8B (6"PVC) R= 4* J J45' R=24.B6 RM27 BO Q=43343 1=10.86(15`MAIN) I(IN)=22.00 (12"HOPE) 1=18.56(6"CI) I(IN)=21.30 (12"RCP MAIN) 1(IN)=22.00 (12-RCP) R=24 80 I(OUT)=21.20 (12"RCP MAIN) 1=21.00 1=22.00 LEGEND ABBREVIATIONS FFE FIRST FLOOR ELEVATION BIT CONC. BITUMINOUS CONCRETE PAVEMENT CCB CAPE COO BERM EP EOGE OF PAVEMENT BC BITUMINOUS CONCRETE CURB (AM) AS MEASUREO (CALC) CALCULATEO OIMENSION RET WALL RETAINING WALL CONC. CONCRETE RCP REINFORCED CONCRETE PIPE VGC VERTICAL GRANITE CURB ETW EDGE OF TRAVEL WAY MTL METAL BERM VCC VERTICAL CONCRETE CURB CMP CORRUGATED METAL PIPE LINE DESIGNATORS -W- WATER MAIN ' - HANORAIL - JERSEY BARRIER GUARO RAIL �OHW OVERHEAO WIRES G GAS LINE *S WATER SERVICE E UNOERGROUNO ELECTRIC D -- STORM ORAIN LINE .S SANITARY SEWER LINE X CHAIN LINK FENCE SURVEY SYMBOLS • REBAR CB/OH ❑ CONCRETE 8OUNO WITH ORIEL HOLE SB ❑ STONE BOUNO S8/OH ❑ STONE BOUND UTILITY SYMBOLS ® ELECTRIC NANO HOLE Al GUY POLE -GW GUY WIRE [} TRANSFORMER WATER GATE Q EMH ELECTRIC MANHOLE Q SMH SEWER MANHOLE Q OMH GRAIN MANHOLE Q TMH TELEPHONE MANHOLE ❑ CBN ORAINAGE CATCH BASIN -& HYDRANT o POST INOICATER VALVE >� UTILITY POLE xi YARD LIGHT RIP RAP , 0 8 8OLLARO SIGN #385 EXISTING BUILDING BRICK ANO CONCRETE GCONC PAO IZ115 SF �-GAG 15D� 1 15D � r � 14W INA 155 G , -, 10S ! CBN �5MH3 B1 R=24.28 I{IN�=19.71 (6"CI) 1=20.9B OMH 1(IOUT)=19.61 (6"CI) 4.62 I IN2j=20.22 (12-RCP) I(IN)=19.02 (12" RCP MAIN) I(IN)=20.32 (12"RCP) I(OUT)=1B.92 (15" RCP MAIN) " COPPER SERVICE CICL FIRE SERVICE r TH=23.75 L E \PLEASANT: STR,6 -'r-- 15D `� l G REMNANTS OF OLD RR N 1 i 41'26" W TRACK 221-2 5A1 N/F JOSHUA A. ANO OEBORA M. CORNELIUS , 221-2 5A N SHI H01 CHAN 22N/F 1 15.31 STOCKAOE FENCE OETTALINA T. BALDVWN ANO B/DH f _ _ CICCOTELLI E. GRACE �.� N 6843'22' CBN N 6832 36 E 254.24' - ` ,- ; - E 464.83 (CALC} =16.76 \ TO-TAt �T- APE -A- ii I'd -�__� - - "� r• ^ ^ q� _30- 78,675 Sr --=2'�=--=_-______-- - � = _ - - =20 - =__ -_� =�'il =,u.ou mac, ��TP4 y R C �181 ACRES 'wooDED- _________� --- _-__- - =-- -_====;llljll MH CBN / _' - =� -/ - - - _ _- - - '-1 I!G M R=16.9 R=i6.B4 ` vV _---- _ --_-=-P--- - AREA r _ 221-35A / - -=3==_-__� _ - 1i - =_� UP Itaii:cIS-__�� I J - - - - _-- _ _ rr Q 2 1- - r - - r- = _-____---- _- _-_-- - �r _ U R=16.67 �. -Q' ! �� / ��- ���.- {�ar� -GF-- 20� _- - - - - _ - - -_ _ __- -_ _ _ _ "/a/{{� 7�� �IH I(IN)7=12.17 (12" RCP 7 _ _ __ ___ -LrJ--✓�"li 4_ ! 1=1L.07 `_- �'- y 10 (12"RCP) RET ,WAEL i�GUARO Rljl� %y , - i'� BIT CONC PIPVEMENT I - - ` r �` '� `a=' ` T �~ ' - - - __ _ ;i9ELlBOAR I(OUT)=11.97 (12"RCI EONC/STEAS TP�e I ' f ' ��'z _ = =20 c = _ = c = cJ� . J rI �, l �HYD �� T f r TP#9 c, iMW iF ' yBr- -i7 TP#6 `EP 11 ° i S1G S 2241'33' E 45. _ UP �� . �/ ' $14W J 11 Ji o IS RB115.90 CBN _ _ _ R=16.00 R=V.69 EMH REST WALL E 1�-€PE E �� E w I=i2.20 I=15�39 EMH R 6.35 E E E E 7 YaGC-�-- F :r E r12W w 15D i8D 18D' _ _ _ 1=14.25 (12"01) , ` rj E R=iS 86 - ' `. dla WC k ACTIVE)14W� 14W ^ r �4 18D i8D r i8D 18D �_ 1=i3.86 (8"CLAY) WC WG I SMH G _ 14 _ _ 18D p - - , JR=16.Oi G 15S G G 155 G G 5 G G G� - _ _ ^ _ r14W - 14 1855 5 1 G 1 G G t55_ G- G 155 _ -14W OH VGC G �~ G G R-i6 MH Eonrc �qL Tyq OMH J l(IN)=14.64 (112"01) I(OUT)=14.04 (12"RCP) R=1751 I=14.21 SURVEY NOTES: 1. THIS SURVEY WAS MADE ON THE GROUND IN FEBRUARY AND MARCH OF 2016 BY MCKENZIE ENGINEERING GROUP, INC. 2. DIMENSIONS SHOWN WITH THE NOTATION (CALC) ARE CALCULATED DIMENSIONS IN INSTANCES WHERE THEY EITHER DIFFER FROM OR THERE ARE NON EXISTENT IN THE RECORD DEEDS AND PLANS. 3. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 4. WETLAND RESOURCE AREAS WERE NOT ENCOUNTERED DURING THE FIE SURVEY. 5. THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE X OF THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 25017CO552E, WHICH BEARS AN EFFECTIVE DATE OF JUNE 4, 2010. 6. UTILITY INFORMATION FROM ABOVE GROUND OBSERVED EVIDENCE IN CONJUNCTION WITH DIG SAFE MARKINGS AND RECORD PLANS. THE LAND SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE LAND SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION AND CONSTRUCTION AS THE LAND SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. BEFORE CONSTRUCTION CALL DIG SAFE SYSTEMS, INC. AT 1-888-344-7233. OMH S 677827' W 767.11 12 CI GAS (IN)713.92 (12"RCP) RM 7.1 LINE R=16 79 I(IN)=13.32 (15" RCP MAIN) I(IN)=13.B9 (12"01) I(IN)=14.12 (12"RCP) I(OUT)=12.39 (12"RCP) I(OUT)=13.22 (18" RCP MAIN) 221-30 2 N SHIRLEY CAVALLO ANO GRACE ClCCOTEW A=34.54 (CALC) R=116.16' D=1 T02'14' EP VGC _ G - G - .04 �P�� G � G G CBN OMH SMH o s� R=16.3B I=12.78 I(IN)=12.20 12" RCP )MAIN) 1=10.0i R=15 94 CBN OMH SMH R=16.2B R=15.74 I(IN)=12.15 (1B" RCP I(OUN)=13.64 (8"CLAY) R 12 .7 1=10.3B (18" RCP MAIN) 1=9.69 \ I IN)=12.25 (12" RCP) 1=11.88 (RCP) OUT)=11.95 (i8" RCP MAIN) (B" CLAY) BENCHMARKI=13.65 NAIL IN UP EL=18.32(NAVD88) !• INN aaiiiiiiiiiiiiiiiii� ��IIIIIIII mar 9 ■■1 I �� h�JI .�■■ ■■1 I ■ 71 � ■■l 11 T lee+l •■C, , 1■■■■ rr■r III ■ ■ 7■.■■ �■■■■■u■■uuuuJ McKenzie Engineering Group Civil Engineers & Land Surveyors 150 LONGWATER DRIVE SUITE 101 NORWELL, MA 02061 PHONE: (781) 792-3900 FAX: (781) 792-0333 www.mckeng.com PROFESSIONAL ENGINEER: OOUGLAS L. AABERG W _i r ) z Z O elf J IL � W (D W Q IL � W T- LLJ Lu cr o U) Z> ___I W Y O O H Z Z m O Q o Of in DRAWN BY: DLA DESIGNED BY: CHECKED BY: APPROVED BY. - DATE: MAY 8, 2017 SCALE: 1 "=40' PROJECT NO.. 216_105 DWG. TITLE. Existing Conditions Plan DWG. NO: © MCKENZIE ENGINEERING GROUP, INC. X� M:\MEG\2016 PROJECTS\216-105\DWGS\PLAN SET\216-105 EX COMM I m O n.. fY U I Cn Ld L� O I w I McKenzie Engineering Group Civil Engineers & Land Surveyors 150 LONGWATER DRIVE SUITE 101 NORWELL, MA 02061 PHONE: (781) 792-3900 FAX: (781) 792-0333 www.mckeng.com Cl) Z LLI � �, W wZ) � ~ U LQ o � ZUJ <� W Q w Z _J W IL 12 0� W cow 19 Q PROi=ESSION&ZGINEER: 4 M 9RADLEY C 1 o McKENZIE s U CIVIL cn 10. a No. 36917 Q7 ~ U J w J (f) Z Z Q o 3 w w Q mow" w w N R Q _ U) J U Z W Y O LU U) 2 CD � OQ ccom DRAWN BY: AJC DESIGNED BY: AJC CHECKED BY: BCM APPROVED BY: BCM DATE: MAY 8, 2D17 SCALE: AS NOTED PROJECT NO.: 216-1 D5 DWG. TITLE: Site Layout Plan DWG. NO: MEG\2016 PR0JECTS\216-105\()WGS\PLAN 9ETm-105 C-1.m PROP. (2) 6.25W X 66.521 X 3,5'H AOS STORMTECH PROP. CB INFILTRATION SYSTEM (18 CHAMBERS) FIRST OEFENSE UNIT PROP. 6.25'W X 30.921 X 3.5'H TOP OF STONE ELEV=27.00 RIM=29.60 AOS STORMTECH PROP FIRST TOP OF CHAMBERS ELEV.=26.50 INV.=25.10 INFILTRATION SYSTEM (4 CHAMBERS) OFFENSE UNIT BOTTOM OF CHAMBERS ELEV.=24.00 25 LF `-- TOP OF STONE ELEV.=28.50 2 LF OEFENSE BOTTOM OF STONE ELEV.=23.50 3 LF 1 LF TOP OF CHAMBERS ELEV,=28.00 12" HOPE INV. IN=25.54 12" HOPE 12" HOPE 12" HOPE BOTTOM OF CHAMBERS ELEV,=25,Sa - ` S=0A1 INV OUT=25.54 5=0.01 S=0.a6 S-0 01 BOTTOM, OF- STONE- ELEV.=25.00 N r PROP. OMH PROP. FIRST OEFENSE UNIT 5 LF , ; LTL PROP ,.FIRST PROP. CB RIM=30.50 RIM=28.aa 12 HOPE OFFENSE"UNIT RIM=28,90 INV. IN=24.94 PROP. 11 Aa'W X 230.2$L X 3.5'H INV. IN=21.78 S=a.017 RIM=29.40 INV.=24.40 INV OUT=21.78 AOS STORMTECH INV OUT=21.78 _ -INV. IN=24.06 , PROP. CB INFILTRATION_ SYSTEM 64 CHAMBERS REti�! KITS �`��� 25 LF - ` INV OUT='24.a6 � �- ( ) RIM=30.20 1 LF TOP OF STONE ELEV.=24.75 ;;I- 0 r; P; � „ INV=25.70 �, " TOP OF CHAMBERS ELEV.�24.25_ TR 12 HOPE D F3a.8_ - -- - _ - 32 LF , u ��,� 12 HDPE ` _ - " 0.2 _ _ - _�� -12" HOPE ____ ; �- _ ''�, BO 0 0 C LE .=2 .75 - LIMIT OF WAIL �%:� 5=0.011 _ S 0 01 TT M F HAMBERS E V 1 - _ 29.4 r',!I E- ,' - - _ S=a.009"�--.�.�_ ti { i =- BOTTOIs.OF STONE ELEV.=21.25 I _ PROP. CB }f n -�_- TOW-31.a �f _ _ - v�=`-- = _ I , RIM=26.60 f -OM A-n%ir F 11, r BaW=30.0 NV=22.1 a PROP, 15.75'W X 23.801 X 3.5H !TA ADS STORMTECH INFILTRATION SYSTEM (9 CHAMBERS) TOP OF STONE ELEV.=26.00 TOP OF CHAMBERS ELEV=25.50 BOTTOM OF CHAMBERS ELEV=23.00 BOTTOM OF STONE ELEV.=22.50 ;. 2 LF 12"RCP Irj! S=0.01 [ vv - 7 C B R=l,t 1=25.08 -- u - s r'. Ill •.- I T.vv M CONTINUED BELOW `F i ' 1 f ARD RA)C l` Z7Jt-;c f: _ v u € v - - os c c c G r� � c c H I 3 Iv1-1'�5 5SR '1vGcp v- � �D t EP , "D� !_�1=�1 Ili4ID,D ' �ai1'; „N c Q Q r 0 20 40 80 1 "=20' 1 221-2 5A �� # hE�1 u=inl`i J % PROP. FIRST DEFENSE UNIT E RIM=18.80� Wei-!o z MOOULAR BLOCK RETAINING WALL (TYP.) INV. IN=12.45 �s II;L' 'VALL0 Il; TOW 28Af INV OUT=12.45 - GRACE CIC,CO-CELIJ � ��•� � 1 BOW=18.0 PROP. 25.25'W X 30.92'L X 3.5H f 3 � PROP, 6.25'W X 230.28L X 3.5'H � � _.5 � �-� , j PROP. 6.25 W X 230.281 X 3.5 H " AOS STORMTECH j 51 LF 12" HDPE ADS STORMTECH ADS STORMTECH 12 HDPE F// 12" HDPE S=0.a1 80 LF INFILTRATION SYSTEM (20 CHAMBERS) PROP. CBINFILTRATION SYSTEM 29 CHAMBERS ALI, A i 5=0.01 PROP. CB : `` S �`i ' u _ ( ) INFILTRATION SYSTEM 29 CHAMBERS��; ,��; I rjl �,h f -RIM=17.9a S=D.D17 TOP OF STONE ELEV.=15.40 RELATIVE f ( ) 12" HOPE �� ° I I TOP OF STONE ELEV.=16.20 TOP OF STONE ELEV.=15.40 RIM=17.80 TOP OF CHAMBERS ELEV=15.70 r Tf� I- INV.=13.40 TOP OF CHAMBERS ELEV.=14.90 PROP. FIRST OEFENSE UNIT S=a.a1 INV,=13.30 BOTTOM OF CHAMBERS ELEV.=13.20 .� HIGH POINT ---I TOP OF CHAMBERS ELEV.=14.90 1 BOTTOM OF CHAMBERS ELEV.=12.40 19.8 RIM=19.14 . BOTTOM OF CHAMBERS ELEV.=12.40 BOTTOM OF STONE ELEV.=12.70 BOTTOM OF STONE ELEV=11.90 - ✓_ - _ I BOTTOM OF STONE ELEV.=11.90 INV. IN=12.45 _ - - - _ - - - - �, - ` _ �•.u. _..-�- "�-,�- r r --_ �- .. . -� .-� f �i� - �� INV. OUT=12.45 18.6 18.6 `` `� `� +` LIMIT OF WALL - _ _ y _ _ y � 1. 1 y ` - , -.� - - -- f r9 _ f - - - _ -- -- -- - - _ - - - - F i ----- _ ' P MANIFOLD � _ �' !� , X I Q 0 --- a--------r 'L==r--- I _----==a `__--__-_---- ---- - -==�.. -_ _-_--__-------------�_ _ - - - --- -' _ ' r' I 1�1 C'jF11 ''2 LF E=I, r r ` - b P,'L;� i Q" r �� - - �_ _ -- �.a=- -- _- - _ - __-_ _ - I,' ` ; �1 `'� 12" HDPE CONTINUED _ - -_- - _-____I__-_-= u _ _ -_ _ - _ =r _-___- _ _ _ T_ - - T - - - - - _ �1s_ s=0.a1 � ABOVE _-1/�0�-- _ - �_--------- --==M - - =; _--_�----I^. ._'_ __-__I-_ �_----- -- --------I_---_ - - � _ - - �-______----�-.1--s--_-_-_I---- - - - - -- � - � -- - -- _ - - - - I----_-_ __� __--- 20:a- __- _ � _ -I-- � -I � _ --_ � � _��'7§7-- __I-�� _,- _-- ----�; - v - I f r I 111i11 rill ~�� --__-_ _-_----_�- -_____ - -� - -I� - - 19:8__I ---- _-�-- - - 20�0-_ ---------- - - -I-__ _ f..# ' �' 5 31 LF s ,� _- ---- --��19------ ---=_ -----=_==_=�� - -- _~ _ _----= =_�== == -I - 19:8 -_ - - 20.a _ - • I , „1`,.'{` 12 HOPE _ - _ _ ! f ., J _ _ - - _ - --- J _ _ _ ir- - -__- _ _-_- _--- _ _ _-___ _ _- __f% `r t - I t� S=a.005 t� UILDINGC �a1JIV1.S�- - _ - -`� - --_ - t - _ _- j - _ _ - _ _ _ BUILDING B (10 A#TS - �_ _ - - - - ,I 3--~=-=-'�-= � -- - - -_ - - - - - - - _ _ - - - - - _� BUILpIIVGA _(1a :UNITS _ =�� - _ '%'j °I " STAB=h - �r�- - - . - --- - ----------- - J ,, A f. 12RCP ' 200 , 3`LAB 20-0:�_��.�, _- -�_- --- n - ----------SLAB= __ _ _ --�_ ____ , LA �. �� I F`�' I 20 20.2 , •- = -� - �= ^n Y;�- = . - -, - -20, a__ = - - - _ - - =-_ _ fi I ,1 L� _ _ ' PROP. AREA DRAIN �II_� S=0.01 BIT CONC P A $ t"EPl T 20.0 1 i 2a.0 10 20. = _ ` `__-=_' - -' �_ .- - i ^o -_ _ _ /- RIM=15.50 T -�- t;, --20. = -� ,I ; i j �,'-{ INV.=13.40 SONG ST= 19 ml I 2a I ; I� 20 f. D - -- 19.85 '�; 19 18 17 �, n,fll GRADE TO DRAIN (TYP.) 18 _19 �L _ ,}` `' �', rf t f 19.71 t 16 �; 6 _ 17 18 F<; ► yf, I < FcB!`I r. r 1 16 Iif sty ' D E n 5 I, _ _ �- - �-� f , E l , F ` - � -------------- r '' -- E. - �N17.- E - PROP. 15.75 W X 23.801 X 3.5 H 47 LF AOS STORMTECH 6" HDPE -17 11 LF_ INFILTRATION SYSTEM (9 CHAMBERS) S=0.01 12"RCP TOP OF STONE ELEV=15.40 1SD lac S=0.01 -TOP OF CHAMBERS ELEV.=14.90 - i :,: 1 BOTTOM OF CHAMBERS ELEV.=12.40 _ . BOTTOM OF STONE ELEV=11.90 • c PROP. CB PROP. FIRST DEFENSE UNIT i5 RIM=17.20 RIM=19.14 �,C,. - ` IN INV. IN=12.44 V IN(AD)=14.16 INV OUT-12 59 E E 1ED a E -�., - jE ; . 7 1= 4.2i ( "DI) - e c , �-. 1 rS r ; 5> INV. OUT=12.44 - ; _� . i CI GA §r I IN1F r,ikAu GHVd ''"'�>" �§ �� 1- i �'----°" - � � ui.j,t _ i.FW .,.....�.... -- ':d - -- ��i":'' --�^ 7_ ! ' E . � r -��- �-.-" �i ,M�i� 1 s �v 1 i _ i .._LI 1 f F . _ r ?,1,f �'-,� l r� '_ .-.. _ -_ 19 59 E E - I E 28 LF _ PR ! '� 1 f'OP. FIRST DEFENSE UNIT 17.09 _ 126 LF 17:41 L 82 6 HOPE -'` -` -RIM=19.14 R_ l 5 8� j PROP. AREA DRAIN -" „ 6 HDPE ?> 6 HOPE S=0.aa5 -, = s, s (��, INV. IN(AO)=13.24 RIM=16.59 �D S=a.a05 S=0.005 i i l ,% ' INV. IN(CB)=13,24 _ 1s3 INV=14.59 `� ?gin .;:; PROP. AREA -- 18D 18D -' PROP. AREA - 18D -INV. OUT=13.24 - y ;& � DRAIN RIM=16.50 T 1 �'''� "A c TI ' �� t DRAIN PROP. CB v RIM=16.47 ' 12 LF ss �" 1��' - _------'INV. _ _ � INV. 1N=13.96 ��s Esc RIM=16.50 i ss INV. IN-13.55 - �s- -�= ..- � � �� INV. IN AD 13.4a 12" HDPE - - 1sw , ' 1-s --�� G - INV. OUT=13.96 1s" G -INV. OUT=13.55 INV, OUT=13.40 S=a.a1 _ - _ ` _ - --- - rGC -._ .. __ _ -. -.<.'��. r l - - r _z GEP 1; KA H Q MCKENZIE ENGINEERING GROUP, INC. 8101101101 ��IIIIIIII ■NI 1■ --If ��.-J■■ NMI ` v NI 71 ■P=1■■ NMI n y!� ;oil ■L. I■■ ■■I It N 1■11� --,Ilk]■■ ■MLJL-■-N-r1�;�IIII�IItll�Its�-J■,i-�■■r 1■1■■!�■!■!�■■)■ K \MIEG\2016 PR0JECTS\216-105\DWGS\PLAN SET\216-405 C-2 (REV),GWC 221-3,1 0 fA F P; 14 1,E FEALTY TRUST ` BIT CPAVELIEN T 51��13 221-20C 0 13 3PIt10E STREET LTD PAR TNTiSHIP C) CBI V4 E MICE . -Z- r---.�----�4-�--- 6e<,M<AMVC F 14 LRh�15 PROP 6" PVC SEWER (SOR-35) ':- 1 �38� € EVIS IINI(j BUILDING BRICK :=, ' h �17�. d�IC�,� C .. TE 1 t CCi';C P.�D 12. i 15 SF htlr l JC,SNIJA A. ;",I1I7 1?FBO1;A M. ! ! r PROP. 6" PVC SEWER CuP11ELlU5 �l5 l i .{soR-35) (TYP.) PROP. 8" CLD C! L52) SIII H61 CHO � 221-30 2 f WATER PIPE--- -'� � r i ` --- PROP. 01 FIRE SERVICE `�- /T SIZI; -'TA BE OETEMINEO ':�liIRLEY CfiJALL 0 Ah+D � {~ ) PROP 6" PVC SEWER I % PROP. 01 FIRE SERVICE GRACE'- CICCC?TELU PROP. 01 FIRE SERVICE 221 F 1 " � REI.II,t.�� t s J F I PROP. 2 COPPER..(TYPE K) 1,F LLD �.� (SOR 35) r (SIZE TO BE OETEMINEO) (SIZE TO BE, OETEMINED) DETTALJN.A t: BALDly'-N �iiLOOMESTIC SERVICE =E�,I I; TRACK ff STOCKADE: FE110E-1 PROP. 2" POPPER {TYPE K)/__OOM PROP. 2" COPPER (TYPE K) r.1CCp' LLl � ` � E PROP: 8� 45' BEN PROP. 8'`OICL c , i _ . ;� T �OI�ESiiC SERVICE - N CE__S PIPE s 1 MLlRE>`10 1,'�MOYAlII�IV ( 6----moo --z. -- e�-----� s---�� --' ! �77 -'---*3 �--- ----�----� (14 RES L M- CM ME1FM SPACE) � P fr I I f EAY I I I 61LNCAIfVC D . = -�-" B D�G,`.0 (10 fA4�15, =-='='"=0� ;' p &maw B (10 tins)=`�� - BlIaBMf� A (10 LIM)�- 9�1B:11Q0 1" r,GcME�a SEF;Uf%E () SC�l82QD `n'JE>1ri'dT " CICL FIRE SERL CE �i Z.75 PET 4 ALL � -1 f J:4 Ca RAIL i �.�UI'IC �J�1 F ^C r, w BIT +�C1It 1 5 s g s ; ;', ,5 s -��' I - - - WAf. i}.s �'� r t l i C FAD �� _ ,, - w -- --'-;R Ii` rig i t� U i€ (:, € # RET I[� WV w CG RET 'Y- j I �,.:�-.:, { CSh1 r: .� .� ..1 � : r .eras .-.,.._-i:oirN nr __-zx :--" xw..nr' kr..:=��'�. ,"']•m'S�"__'°^^a'°' M--...:-te . ti"-'.S'I--'-+•- `..:`-rc u. - : BSc-. .: _ L :C ... e...__.«...,«-,:._...._ ._ ._�..._ '..Y^_'!ffi-'� 49l9}t .. ft.�• .�, F.. i.�..�N!`Yk. __.-._-..:w..: c. _ _. .F"`w- .... .. � :�� v-.. 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I(I i)=122t1 (1?y CP} If€UT'))=i3.fi& l4"CLzY) 1(1[,`=22.00 (12"HDPE' ) 1= G.gB � ��. ( _. , ( r MNO=13.32 (15" RGP'la".,v, !(CUT)=1`L.3w (i2"RC1') IONO=12:f5 (1E" RCP �1 .lRJ) (r„ 1 I I(pi tT1- ice: D 1 (12"i?CF) 1{l11; =11:12 12"RCP) CONNECT TO EXIST. I(Nh)=21.30 (12'PCP MAVII DM 1 F-'�4,62 ) ( I(N)=12.25 (12 RCP) " R=2�,87 1{1Fli='0.2 (12'FCP) CEN I{G�J1;-i3.22 (18' P(;P h t;f�!} 1 CJ�i - ( } u (12'1C ) 1=21,0) (' €- -11.9 ;:�' PCP htAl�1' 12 WATER MAIN IIGUT)=211:20 (i?'t,CP !AIPIj I=2':C? i(IN)=19.02 (12° RCP fAAf� Ij R=17.51 WITH 12" x 12" 01 TEE I(lt'))=?0132 (12'°RCP') 1=14.21 CONNECT TO EXIST SMH 1(oJT'I=iB:92 (15" PCP MAIN) RETAIN EXIST. 6" FIRE SERVICE " WITH PROP SEWER PIPE PROP. 2 COPPER {TYPE K) PROP. 2" COPPER (TYPE K) CUT & CAP EXIST. 1" COPPER DOMESTIC OOMES11C SERVICE (INSIDE OROP) DOMESTIC SERVICE " SERVICE AT MAIN PROP 6 PVC PROP2" COPPER {TYPE K) DOMESTIC SERVICE PROP. 01 FIRE SERVICE . PROP. 01 FIRE SERVICE SEWER (SOR-35) (SIZE TO BE DETERMINED) (SIZE TO BE OETERMINED) RETAIN EXIST GAS CONNECTION CONNECT TO EXIST. (BY OTHERS) RETAIN EXIST 6" SEWER CONNECTION 12" WATER MAIN (TO BE VIDEO INSPECTED WITH 12" x 12" 01 TEE PROP PRECAST CONC. SMH (TYP)J AND OYE TESTED) • 4• :0 120 1•mmmmIIIIl .0 GENERAL UTILITY NOTES: 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANO/OR ELEVATION OF 13. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIOE (PVC) SOR-35 UNLESS OTHERWISE EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECOROS OF NOTED. VARIOUS UTILITY COMPANIES ANO WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL 14. WHERE SANITARY SEWERS CROSS WATER MAINS, THE SEWER SHALL BE LAIO AT SUCH AN UNOERGROUNO UTILITIES ANO STRUCTURES SHALL BE VERIFIEO IN THE FIELD BY THE CONTRACTOR ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE WATER MAIN. IF THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT, UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, ANO "OIGSAFE" AT LEAST 72 HOURS THE WATER MAIN SHALL BE RELOCATED TO PROVIOE THIS SEPARATION OR CONSTRUCTED WITH PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE MECHANICAL -JOINT PIPE FOR A OISTANCE OF 10 FEET ON EACH SIDE OF THE SEWER. ONE FULL ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED LENGTH OF WATER MAIN SHALL BE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS CONSTRUCTION AND APPROPRIATE REMEOIAL ACTION SHALL BE TAKEN BEFORE PROCEEDING WITH FAR FROM THE SEWER AS POSSIBLE. WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN ANO THE SEWER MAIN SHALL BE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. ENCASED IN CONCRETE FOR A MINIMUM OISTANCE OF 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASUREO NORMALLY FROM ALL POINTS ALONG THE PIPE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS ANO BENCHMARKS NECESSARY FOR THE WORK. 15. THE LOCATIONS OF PROPOSED ELECTRIC, TELEPHONE AND COMMUNICATION (E.T.C.) SERVICES ARE APPROXIMATE. THE PROJECT ELECTRICAL ENGINEER SHALL VERIFY THESE LOCATIONS PRIOR TO 3. THE CONTRACTOR SHALL COORDINATE ALL STREET WORK WITH THE MASS OEPARTMENT OF THE START OF CONSTRUCTION. COOROINATE ALL E.T.C. WORK WITH THE APPROPRIATE UTILITY TRANSPORTATION FIELD ENGINEER. COMPANIES. 4. THE CONTRACTOR SHALL EXCAVATE THE TEST PITS PRIOR TO INSTALLING THE OOMESTIC WATER 16. THE PROPOSED GAS SERVICE LOCATION IS APPROXIMATE ONLY. THE CONTRACTOR SHALL ANO FIRE SERVICES TO VERIFY THE ELEVATIONS ANO LOCATIONS OF EXISTING UTILITIES. THE COORDINATE THE GAS SERVICE INSTALLATION WITH NATIONAL GRID. THE CONTRACTOR SHALL GIVE CONTRACTOR SHALL PROVIOE THE OWNER ANO ENGINEER WITH THE RESULTS PRIOR TO NATIONAL GRID ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. COMMENCING ANY WORK. 17. TOTAL UTILITY TRENCH AREA WITHIN THE PAVED PORTION OF PLEASANT STREET IS APPROXIMATELY 5. THE CONTRACTOR SHALL EXCAVATE THE UTILITY TRENCHES IN THE LOCATIONS SHOWN ON THE 130 S.F. ALL TRENCH WORK TO BE BACKFILLED WITH FLOWABLE FILL STREET PATCH TO MATCH PLAN PRIOR TO COMMENCING WORK TO VERIFY THE ELEVATIONS ANO LOCATIONS OF EXISTING EXISTING PAVEMENT THICKNESS. UTILITIES. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH THE RESULTS PRIOR TO COMMENCING ANY WORK. 18. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCOROANCE WITH WATERTOWN OEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. 6. ALL WATER ANO FIRE SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE. 7. THE OOMESTIC WATER SERVICE ANO FIRE SERVICE SHALL BE CEMENT LINEO OUC11LE IRON PIPE (C.L0.1.) ANO SHALL BE INSTALLED WITH APPROPRIATELY SIZED TAPPING SLEEVE, GATE VALVE ANO BOX. O�G SA�F B. ALL WATER ANO FIRE SERVICE APPURTENANCES, MATERIALS, METHOOS OF INSTALLATION SHALL / ME - MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. 1 N 9. THE FIRE SERVICE ANO OOMESTIC WATER SERVICE SHALL BE ADEQUATELY PROTECTED AGAINST BACKFLOW (BACKFLOW PREVENTION) AT THE BUILDING. 10. AFTER PRESSURE TESTING ANO CHLORINATION IS COMP!_ETEO, SAMPLES SHALL BE TAKEN FROM ca THE FIRE SERVICE ANO OOMES11C WATER SERVICE AND SHALL BE TESTED AT 200 PSI FOR A U. MINIMUM OF 2 HOURS. THE CONTRACTOR IS REQUIRED TO NOTIFY THE WATERTOWN DEPARTMENT Q OF PUBLIC WORKS AT LEAST 24 HOURS PRIOR TO THE TESTING. ca o 11. THE FIRE SERVICE ANO OOMESTIC WATER SERVICE SHALL BE TESTED IN ACCOROANCE WITH 5. DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. A MINIMUM OF 2 SEPARATE WATER SAMPLES SHALL BE TESTED AT A STATE CERTIFIED LABORATORY. F� cl 12. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINEO BETWEEN SANITARY SEWER _ �O A WATER SERVICE THE ELEVATION OF THE CROWN OF THE SEWERENT ARAL SHALL BE ATOLEASTI 8 G��F OF FEETTANO WATER SERVICES. WHENEVER CONOITIONS 'PG �8g8-344- INCHES BELOW THE INVERT OF THE WATER SERVICE. VD PLANT DAMAGV_ ?R ET fP) s"s L52) i �R=1'.1 ; r lw up €=16.57 (17'; RLP FP 1=12.07 (12"RCP) I(OUT'=11,97 (12"RCP) SIG J a=15,c0 � C1�1vP,=16.a0 �f F,16f 1 L G G R=16.G4 t, Er G - H CBI R=16.28 19.674 R=15.97 1=10.38 (18" RCP MAIN) I=12.67 1=11,IiE+ (Rcp) I=13:65 (8" CLAY) allsommoll ��IIIIIIII Q MCKENZIE ENGINEERING GROUP, I I `/ M.\MEG\2016 PR0JECTS\216-105\OWGS\PLAN SET\216-105 C-3.OWG