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MATCH LINE — THIS SHEET _ _ _ _ �% _ 1�y � 9 _ c + �� _ _ _ J_ � _ _ � _ �F _ _ _ _ _ _ _ _ j I \ glr iLT –001CONNECT TO EXISTING \ • - I� II \ \ \8 ,;; �6 UTILITY VAULT \ ---/ �� •® a N N PROVIDE AND INSTALL BIORETENTION BASIN I I \\ \\ \I PROVIDE AND INSTALL NEW 8"x124E '1 �� k - 5 11 I N IIS I Q SEE GRADING PLAN GD-1 I I \ \ G TC _ - GATE VALVE & BOX, AND THRUSRESTRAINT `'`l�- f�// `� `� N p `n J x c, FOR ADDITIONAL INFORMATION I — — \ \\ 1 G 1� FGI5k FV G 16 16 V � /� `- I e 9565 �� ti . Q Q Q - Q Q Q LSI LSI51 — FF E\ / ti ti 6• l`l6 ti �, 1 _- 1• -�-- 06 515 5g1 91 t� 1 CORE NEW INVERT INTO EXISTING MANHOLE -� \ \ 1 VQ I � 10D�L0D ( 26.10 '3 AND SEAL WITH NON-SHRINK GROUT w \ X X X X �_ �� L0� x LOD- x -LOD x x '(G •(G •( ,� c\, 9.:,+,. „�x 09 $, CONNECT WITH INSIDE DROP GP ; (3)GP - L --oD_ I �� \ 1 rt \ 1 p k V 5 F PROVIDE AND INSTALL G ME _ \\--NEW NEW INV = 15.00 p❑® 0� �0 rl6 p1 �Q . . UTILITY DUCT BANK�1�1 1 I �NEW DROP INV = 10.25± KEY C KEY CARD aoi am---00� am REPLACE EXISTING n — / h �Q FIRE HYDRANT � t \�50 5�Q 1 6• 1 ' �� G 1 ' S 5`i 220 Norwood Park South � 1 1 STOP �� 1 1 5 , �l E; `ti Suite 201 I/ = _ �Ci Norwood,MA 02062 Y I I\ 1 \ I 1 I 0 1 1 x x x x x x x (781) 619-9500 5 oQ TOP OF SLOPE c, �n� oQ PROVIDE AND INSTALL SANITARY 0 ti PROVIDE AND INSTALL 9 CLEANOUT TO GRADE �5 G0 STRU I I i� 1 i / 11AN li 8"DI WATER = 11/ 5 lo° \ I Asphalt SJ�N II � � � - - - - � —I —� ° PROVIDE AND INSTALL 1 / I) I I " . .• x �Q / \ 51 _ 64 J 1 g 411 LF - 6 SCH 40 27 \ 28 29 STORMWATER SYSTEM N `I ' / PVC ® S=2.21% 5 SEE GRADING PLAN GD-1 / ° \ \ III FOR ADDITIONAL INFORMATION LIMITS OF DISTURBANCE/ CONTRACT LIMIT LINE (TYP.) 1 / LIMITS OF DISTURBANCE/ CONTRACT LIMIT LINE (TYP.) To ( c nPF i PROVIDE AND INSTALL 8"-45' e w e ` 2g II ( 1 ; EXPIR S 9 �/�-BEND AND THRUST RESTRAINT ' Q I /p � C � GRAPHIC SCALE PROVIDE AND INSTALL NEW ' �L I —Dirt 1 Q ; OF A 41 SANITARY CLEANOUT TO GRADE [t 6 5 A SITE UTILITIES LEGEND 40 20 40 `� TF = 25.50 �5 tis til ° x — I NEW INV = 19.05 ��,� I J, I I I SCALE IN FEET I \� PROVIDE AND INSTALL °' `S t PROVIDE AND INSTALL SANITARY PROPERTY LINE — — � 8"DI WATER �• \ CLEANOUT TO GRADE \ � LIMIT OF DISTURBANCE LINE AND LOD PROVIDE AND INSTALL UTILITY O \ s _ \\ a.••. N CONTRACT LIMIT LINE DUCT BANKr PROVIDE AND INSTALL TELECOMMUNICATION LINE T T X51 4-4" PVC CONDUITS WITH PULL 7��`\ 59 I �1�` 16 co 8"X4" REDUCER 4"-45' STRINGS FOR ELECTRIC I `� `� `(- r BEND AND THRUST RESTRAINT 4-4" PVC CONDUITS WITH PULL \ \ ELECTRIC LINE E E `� STRINGS FOR TEL/COMM - i \\ �� ° 1 PROVIDE AND INSTALL EXISTING GAS LINE \ PROVIDE AND INSTALL ELECTRIC -� \ I °' 4" GATE VALVE AND VALVE BOX WATER LINE W W 1 DUCT BANK TO NEW TRANSFORMER \ I x PROVIDE AND INSTALL SANITARY SEWER LINE S N I l w `J' \ I EV.=8x6" REDUCER, 6"-45' g \ PROVIDE AND INSTALL UTILITY I �� 1 b A I As BEND AND THRUST RESTRAINT OVERHEAD LINE OH OH ;� \ DISTRIBUTION HANDHOLES �5 �5' w 6 1\ _ I X51 PROVIDE AND INSTALL V TRANSFORMER ❑T PROVIDE AND INSTALL TRANSFORMER PAD �j �/ �� J, \` — /� 6" GATE VALVE AND VALVE BOX UTILITY POLE AND BOLLARDS.ACCORDANCE WITH EPEG RREQU REQUIREMENTS NQ' 4r g 9 x V. LL Q SANITARY CLEANOUT oC0 COORDINATE WITH PEG I \ T WV PROVIDE AND INSTALL TEL COMM ° L 1 W O WATER VALVE ® AND DATA DUCT BANK.REFER \ �- T t I T—�T D o g GV TO ARCHITECTURAL DRAWINGS n e ° V J GATE VALVE ® I I `( /I \ 6' W LL e THRUST BLOCK A PROVIDE AND INSTALL ELECTRIC I I I 28 s w n\� / �Q Q DUCT BANK. REFER TO I W 4" DOMESTIC LINE i 5 5 (� r 1 ARCHITECTURAL DRAWINGS 27 z° U GREASE TRAP • • I I � I � V ItY] o- � 6" FIRE LINEI 1 ti SANITARY INVERT AT BUILDING = 25.0 OUTLET CONTROL STRUCTURE O G // 5 \ 5 . 1 n \ / N O HYDRODYNAMIC SEPARATOR ` 5 Ij i tis / STORM LINE PROVIDE AND INSTALL LU CATCH BASIN ® I BIORETENTION BASIN \ i/ D e a\ J ( 1\ 511 STORM MANHOLE OO 1 SEE GRADING PLAN GD-1 \ 1 FOR ADDITIONAL I p \ _1 I O FLARED END ��6 INFORMATION 55 I J 11 1 16 19 END WALL OR HEADWALL �/ / \ I p 1• J I 00 " r O / I PROVIDE AND INSTALL NEW > PROPOSED CONTOUR LINE \ SANITARY CLEANOUT TO GRADE I \ / \ TF = 28.0 i L \ \ \ PROPOSED SPOT GRADE INV = 24.05 I e e \ CL ABBREVIATIONS TC=100.00 5 9 \ ti " hH Ab L 1 PROPOSED 6 g (\ 5 45LF - 6 SCH 40 PVC @ S=2.08% - TC=TOP OF CURB BC-99 50 ti ' _ - �5' \ _1 1' �1 �1• BC_BOTTOM OF CURB X �I \ e ° °D J AIR CARGO — TW-TOP OF WALL I \ n . - BW=BOTTOM OF WALL X BW=100.0 / i� �� II \`\ ° , FACILITY . D J 56,100 SF PROPOSED SURFACE SLOPE 2% I '/ �\ — I� �I . . ' e _J -374'X1 50'L \\ \ , EXISTING J 25 TRUCK \ I CONCRETE APRON NOTES �5� �5 � � , _ �5� D e G ° J lb� �\ DOCKS / > ti16 \ \ I J 146 AUTO / PRIOR TO ANY UTILITY WORK; THE CONTRACTOR SHALL \�\ / /� I I 1� \\` ° Al ° J I\ SPACES CONFIRM LOCATION, SIZE, CONDITION AND ELEVATION OF / I /// I I G \Gg\ + \` J FFE-29.00 ALL UTILITY LATERAL STUBS, SANITARY SEWER CHIMNEY, / \ D WATER MAINS, GAS MAINS AND ELECTRICAL SERVICES j� I // / i I `� I ' S1 \� _J \\ \\ PRIOR TO CONSTRUCTION. THE APPROPRIATE UTILITY 5 5 \ / 15 \ \ g \ e > - AUTHORITY SHALL CONFIRM AND AUTHORIZE CONTINUANCE `l `i5' `i ' I �� > \ 1Si' tib n T61 OF WORK PRIOR TO ANY ADDITIONAL UTILITY RELATED SITE � I I \ / , > -I \ \ 00 WORK. _�i/ — — — — _ I I \\ / �° _I \\ N FI i') nPIAI I \ \\ I o PROPOSED LIGHT POLE (TYP) ( `\ \ ro �- SEE LIGHTING PLAN SHEET LP-1 1 55 .1 I I r 04 " \ 04 \ AND ELECTRICAL PLAN FOR MORE DETAIL i 1 ( N . ° e J\ 6 I �5 ° 'S9 _J\\1 X61 6 \ ° e o e > —1 \\ 11 SII I I \ \ e e \ I w z ,7 I I I I I I I \\ \ \\ D " n J \\ , I Q O a) I I 1 G� \ \\ , n e \\ I x w o e e \ 6g 1 � Z I \\ °co e �o o Designed S.M.K. 2 � 27 r I Drawn J.D. I N \\\ \ 1 11 a Reviewed S.M.K. o \\ I 5' I \ \ I \\ I I /I / X Scale 1ll Project No. 1902145 N I 11 I I / II / N Date 05/15/2020 / �i I Dirt o '01 N i I I I L0D I / v CAD File: / � II x\ I x SU190214501 // i PROVIDE AND INSTALL l x g Title S 6 G N \\ STORMWATER SYSTEM I I 0 N // i I i I 1 5 1 (b' \ \ SEE GRADING PLAN \\ \ "I I 0 // /' , / I \\ GD-1 FOR ADDITIONAL \\\ 6 6 li �" i II P SITE UTILITIES 9 5 I J+,1 1 8 INFORMATION \ 1 g x 1 I PLAN �V I 9, I I I 1 I o \\ I I I I 23 I 24 �\ l \\\ I II I o `\ III II II I I — v \ I \ C xI \ I N 0 1 I \ 1 I \\ a \\ 1 x X Sheet No. T. m 1 I ( v z NOT FOR CONSTRUCTION REFER TO SHEET GN-1 FOR SITE MATCH LINE — THIS SHEET GRAPHIC SCALE o U S1 FOR PERMITTING PURPOSES ONLY WORK GENERAL NOTES 40 20 0 40 o .. 04 SCALE IN FEET x Q2020 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.