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Home My WebLink AboutSD-476-9II I : i I , I° 1 !l O j Tr WET „ T.L' . , 1 . YY i LEXINGTON: V l�' T /� � T �l 7� T _ I l,/1 V l.J TA1 9r DAD I LID ASSEMBLY '.SEE PROFILES WITH PENTAGON HEAD .PLUG HYDRANT HYDRANT SHALL B MATERIAL �Y 70, ��rr]�► ]' �w .:. -:- . E MUELLER SUPER IA .CAST IRON WITH .ASPHALT -BASE 1� �1 V iJ 1 � i.J l,� � I TIC�N DETAILS „ AILS' APE' INHERENTLY - , CENTURION 200 MODEL A 21 r - I _: L 4 PAINT LABELED SEWER I' I NATIONAL S , E NAL TANDARD OR APPROVED ]� /� C ] %% /� ¢ , EQUAL D 11 V ii L V D �. 24 L? AN SHALL OPEN RIGHT D AS PART 0 j F THIS PLAN` _ _ .5:..... T MAIN .• CC I MIN. .1 I L Q VAL VE GROUND LEVEL .. � MlN. 3 _ I _ G 1. L EXTENSION TYPE CURB BO), WITH ARCH PATTERN .., RN B ASE MATERIALS CAST IRON HEAVILY COATED WITH ' - • •• • , ... 'ASPHALT -BASE PAINT. - W AVAILABLE EXTEND L 1 1 2 BIT. C - °.. .. EXTENDED ENG HEN 3.0 FT. 3.5 Ff. � CONCRETE, TYPE 1 1 l S 2 ADJUSTABLE TOP `C .. ,. _.. __O � 4.0 F(. 4.5 Ff. OURSE ... , . - � VALVE Box a '' ` 5.0 FI : 5.5 Ff. 2 1/2" T ? ( r, BI COURSE TYPE I 1 , , 6.0 hl'. b.5. F(. i h ao ', 4 WIDE SIT. C6 NC. SIDEWALK _,I- .. ResiLlE x • NT SEATED BINDER COURSE 6 In (min.) 6 GATE V I 7:0 F7. 7.5 FT. W/ 8 GRAVEL BAS , AcVE CONCRETE THRUST BLOCKING $.0 FT. 4.5 MAIN i; 20 ,. , 6 DUCTILE AL E L T LECOM TO ONE FOOT LESS THAN EXTENDED LE GT IRON, PIPE N HEN) 2-3 en. <coarse P (.K JOINT _ r Aggregate :- ..::...r.. :...:_..:...:.:,A:...: . 314 1 1 / 2 C RUSHED STO NE NE , COIJ PLIN G 8 DEEP MIN /MUM ERIA L WATER MA 7 F PROFILE :: i ' % _ 2 l F 1 0 R<S . BRASS LI E G eo exttle � . W f a brrc to S tabrlr e JOINT PACK JOINT COUP LI NG 3 (especially important wfere wetness I s antra A at ed MEC HANICL MATERIPL WATER WORKS S B R ASS 2 UNIT M X CONCRETE A P 1 6 D. l. WATER PIPE SEGMENT EXTENSION k THRUST CALDWELL COUPLING) I - - 5 TEMPORARY GRAVEL ( 2� R i/EL CONSTRUCTION AX. ,- BLOCKING l I : 1r s A >� I EN TRAN C E /EXIT PAD HYDRANT N T AND GATE VALVE DETAIL . ': .. VALVE CURB STOP WITH PACK DIN NOT TO SCALE COUPLING MAT E RIAL WAT ER WORKS BRASS T P VC ADAPT ER / C U PLING O NaT E. W MECHANICAL JOINT COUPLING O O PVC A DAPTER CO P LI NG C HECK VALVE MA T ERIA L v ARIE s A (V D CONSTRUCT "TEMPORARY ENTRANCE AS SHOWN ON DETAIL PLAN UNDERGROUND ( NOT TO SCALE C LASS FILLED PVC "I r-mury 10 HINING F NY NSTRUCTION ACTIVITIES. ALL CONSTRUCTION i I o �, o Fo TEL., &CABLE �'; U VEHICLES SHALL EXIT THE SITE OVER THIS "TEMPORARY CONSTRUCTION ENTRANCE" 1. it (4 CONDUITS)° (°, THE CONTRACTOR SHALL USE THIS AREA TO REMOVE SOIL FROM THE TIRES OF 12" GRAVEL CONSTRUCTION VEHICLES "TEMPORARY CONSTRUCTION ENTRANCE" TO. CONSIST OF i 10 MIN. 12" HDPE SIX, TO TWEL VE INCHES OF TWO TO THREE INCH STONE. BB= BREADL'OAF BERM 6" WIDE DRAIN 8" C.L.D.I. WATER . - 8„ PVC (MAIN & SERVICES) SEWER FILTER FABRIC MIRAFI 140N TO ' fi TYPICAL MAIN DRl VEWA Y ENCLOSE TOP & SIDEWALL AREAS SECTION FINISHED GRADE I (NOT, TO SCALE) INLET PIPE . INFILTRATOR QUICK4 (bo,a ; Qa ° STANDARD UNIT cl� 9 MIN. .° O ° (34 Wx48 Lx12 H) { 12 OF 314 .� WASHED STONE d}�0 �1 TOP EL= 176.00' ®, o o �® 0 0 0 0 FILTER FABRIC 1 0 Soo. 0 0 0 0 0 0 1 „ 8 8 ® o = 75.67. TO ACCEPT 4 HD PE) 1" TAPER 10 0 0 m 19 p o o ® r 8 /NV. 1 ( P) 3" OF PEASTONE 0 004,$06 —� N 100 o oo° eo _ _ _ _ 0 . 0 EL- 175.00 i. 4 F ♦ S# } j, +. }.:. .i 4 14- TO l .,1�2 NATIVE 'C-LAYER NATIVE C -LAYER p « a 4 <4 d WASHED STONE I p TAP p _ I p . o 6p DIA INLET o N N 1. 0.5 MIN o 00 Q p p p C) O ® p p ESTIMATED SEASONAL EL. 173, 00' 2 101 p c p HIGH GROUNDWATER TABLE o , 0 p p p p I ,_ H o O- O z o 3 Rows Total Feld 7 Q O O O O PROVIDE MINIMUM 2 FEET SEPARATION Q O Op p (J I BETWEEN THE BOTTOM OF THE lNFIL TRA TOR UNIT I p fl O Oo Oo p AND THE, SEASONAL HIGH GROUNDWATER TABLE, op a :. pa i 8 Rows Total (Field 'ff2) Q C -LAYER SOIL" SAND 3„ ( SUB SURFA CE ' INFIL TRA T /ON 5 YS TEM CROSS SEC T1 ON W (NOT TO SCALE) DRAI AGE , HOLES 4, T❑ 2 1/2 DIA TAPER 2' MW. ' CG-CTI llnl 1/1 CIA, WEIGHT i .I I ITEM NO. DW -JDW STANDARD 5 DRAINAGE NOTES. A D 650 SEASONAL HIGH GROUNWATER „ 4 LOAM 8c SEED UNPAVED PA VED . 1) ALL SIDES 2" F EACH STONE TO BE PLACED ON RYWELL. -�T�,. 2) FILTER FABRIC TO, WRAP THE ENTIRE DRAINAGE. 1OOQ GALL ❑N ITI —.�I ....................:.::: SEE PAVEMENT DETAILS FACILITY (DRYWELL AND CRUSHED STONE AREA. DRY WELL _ AND:SPECS r 3) MINIMUM 2 FOOT VERTICAL" SEPARATION BETWEEN .BOTTOM —, J JUMBO CH 10) .� _ . OF DRYWELL `A D GROUNDWATER - I III N OUNDWATER_TA LE I I I B IF ENCOUNT I � ( ERED) 4 ALL ROOF DRAIN PIPING T " " LIMIT OF TRENCH h- GRAVEL BORROW COMPACTED IN 12' 0 BE 4 HOPE _ OR N.T.S. EQUAL WITH A MINIMUM SLOPE OF 0.01. EXCAVATION.PROVIDE - —1 MAXIMUM LIFTS USING A 75 LB. VIBRATORY 5) ` HORIZON A AND HORIZON B LAYER SHALL SHEETING LATE COMPACTOR, 4 PASSES `MINIMUM GAND »z BE EXCAVATED AND REMOV D FROM THE ENTIRE DRAINAGE FACILITY 12 ' MDPW SPEC. M1.03.0 TYPE A � SHORING AS REQUIRED. � AREA LIMITS AND REPLACED WITH CLEAN SEPTIC SAND. I 6 A 3 LAYER OF PEASTONE SHALL B E PLACED ABOVE THE DRAINAGE III- STONE (AND BE WRAPPED IN' FILTER FABRIC. I MASS. D. P. W, M1.04.0 TYPE B cp SAND. BORROW SPEC. 7) ACCESS MANHOLE SHALL BE PLACED "WITHIN 12" OF FINISH GRADE. WATER- PIPE: COMPACTED IN 6" MAXIMUM LIFTS USING A HAND TAMPER I I II 'co �o F MINIMUM COVER = ` 5' -0': - EARTH, 11=_ ) I k=RQG WIDTH= D + 2' -0' OR 3' -0" MIN. WA TER TRENCH (NOT TO SCALE) J14" TO 1 112„ 4„ SCH. 40 PVC 12" HOPE BRAIN WASHED STONE INSPECTION 0,5 TYP. PORT ' MANIFOLD SET LEVEL '(TYP) TO GRADE INFILTRATOR QUICK4 STANDARD UNIT I � 4 " INTERCONNECT ENDS OF INFILTRATOR UNITS 'WITH 4 °, HOPE PIPE 0 LATERAL ASSEMBLY. LY L NOT.TO'SC ( AE) I •_.xr_r.�r :•a :• :�_•,r;, :• a•_ rc•-_• c•: •c•:rzrr_r:rrr:• :•:•:r_•:•:r_•: c.- - : -. _ - - - - • _._• r_r_r_r:r_•_•:•_•_•:ra•:r_• rr: r: r: cra:• a: r:•:•: r: r:•:•: rr_ r•:•_ r::•_ r:•: r_•:•:r:r:•:•a.•:•aa:•_•:ra:•:• r •:r:•:cr:•:r:•!�Y .,i SULLIVA Y 4" HOPE DRAIN 4" HOP DRAIN • • ► • ► • • •• r e ►• ► ► 1- I/� tA n VA 19-IRRJ r S M. AT • ► • • • �• •. • ►..• ' 2: 311116 PER BOARD COMMENTS_, JDS JDS,: STATION TO BE USED WITH DIAMETER CHOICES 218116 PER BOARD COMMENTS (1) MOO 7260 DUPLEX PANEL AND W SERIES JDS O. (1) SENTRY SIMPLEX PANEL - SS DISCHARGE •D" :TRIPLEX S PTO -BY - so 48 ❑ STATIONS i O 1/3 -2/3 HINGED HEIGHT CHOICES COVER OVER - ALUMINUM LOCKABLE LID ' DISCH CHOICES 1 i'H" COD RANGE °COD" 00 24 ) ❑ 24 ❑ DISCHARGE 6!5 24 -30 El 30 ❑ DISCHARGE 7:? 24-36 El " ' 36 El 71 24 -42 ❑ 42 El SS DISCHARGE WYE 8;} 24 -48 ❑ 48 El, 90 24 -54 ❑ 54 ❑ 913 24 -60 ❑ 60 ❑ 102 24 -66 ❑ 66 ❑ 108 24-72 El 11:4 24 -78 78 ED 120 24 -84 ❑ 84 ❑ BACKUP PUMP, RUN BY A SIMPLEX PANEL 126 24-90 90 ❑ ON A 4- BLOCK (BY OTHERS) 132. 24 -96 ❑ 96 ❑ 138 24-10 El 102 ❑ ( ❑ MUSHROOM VENT ,: E /ONE EQUALIZER 14,4 2`F -108)❑ 108 ❑- (FACTORY DRILLED (DIMENSIONS ARE IN INCHES) FIELD, INSTALLED) ELECTRICAL, - ` I QUICK DISCONNECT, (EQD) i BULKHEAD (FACTORY INSTALLED) SUPPLY CABLE 6 CONDUCTOR, I TYPE TC DIRECT BURY I CABLE ,COD. ALE li^ IELD INSTALLED) EPDM INLET °ROMAN (FIELD INSTALLED) 'LIF ROPE :' 11 ,TING NYLON) DISCHARGE SLIDE FgCE QUICK DISCONNECT SS DISCHARGE WYE ,SS DISCHARGE HUB •ry• 14• FEMALE WT 14 FEMALE NPT (FACTORY INSTALLED) (FACTORY INSTALLED) FLEXIBLE i . ANTI SIPHON DISCHARGE HOSE INLET CHECK VALVE ALARM i LOCATION VARIABLE i 3W MIN. (2) MAIN PUMPS ON -: I RUN BY A MOD T260 DUPLEX PANEL OFF 25• 186 gal - 13• = 17'i ' 702 gal 133 gal FIBERGLASS �D• VOLUMES I SHOWN ARE FOR 046 TANK WITH ANTI-FLOAT FLANGE SGS I 04 -27 -09 A 1/32 DR BY CHK' I) :DATE ISSUE SCALE 1 CEMENT (3) SEMI- POSITIVE DISPLACEMENT DIRECTLY DRIVEN BY I TYPE PUMP 1HP MOTOR I INLET CHOICES �EtA!IEFI �YSTEM� 4" DWV PIPE (4.50 OD) ❑ DETAIL SHEET 4° DR35 PIPE (4.22 OD) ❑ W SERIES TRIPLEX 6" DWV 'PIPE (6.63 OD) ❑ U N I A0155P01 6" DR35 PIPE..(6,28 OD)C NSF L o I I I •_.xr_r.�r :•a :• :�_•,r;, :• a•_ rc•-_• c•: •c•:rzrr_r:rrr:• :•:•:r_•:•:r_•: c.- - : -. _ - - - - • _._• r_r_r_r:r_•_•:•_•_•:ra•:r_• rr: r: r: cra:• a: r:•:•: r: r:•:•: rr_ r•:•_ r::•_ r:•: r_•:•:r:r:•:•a.•:•aa:•_•:ra:•:• r •:r:•:cr:•:r:•!�Y .,i SULLIVA Y 4" HOPE DRAIN 4" HOP DRAIN • • ► • ► • • •• r e ►• ► ► 1- I/� tA n VA 19-IRRJ r S M. AT • ► • • • �• •. • ►..• ' 2: 311116 PER BOARD COMMENTS_, JDS JDS,: 1 218116 PER BOARD COMMENTS JDS JDS O. DA E S PTO -BY - CHKD (781) 854 -8644 I - SHEET No , 9 OF 13 7. I I _ r I •sr ,