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HomeMy WebLinkAbout2013-09-17 Planning Board Supplemental Materials (130) V to O un ?W hM(* REFERENCES:a *LOCUS DEED:BOOK 1787,PAGE 270 Z 41 O *LOCUS DEED:BOOK 912,PAGE 443''~ *DEED BOOK 3971,PAGE 253\ *DEED BOOK 5186,PAGE 205 *PLAN No.12121 Z ti U)�, *PLAN No.9848�W= cc(0 j" *PLAN No.9410���V *PLAN No.12350 �' *1952 COUNTY LAYOUT OF GREAT POND ROAD try *1961 STATE HIGHWAY LAYOUT OF OSGOOD STREETj Q Z c h RECORD 0 WNER:j c�3 ANGUS REALTY CORPORATION? 1077 OSGOOD STREET NOW OR FORMERLY J \ NORTH ANDOVER,MA.01845 O) JOHN FORMERLY Z \ O 2Do (��) LEGEND I �� LIMIT OF WETLANDS //_`I\ HWM MEAN HIGH WATER MARK OF LAKE COCHICHEWICK��� 1�II BVW BORDERING VEGETATED WETLAND U- ��/\ 00 00 O O I ///5\\/,�y,aI�'�BENCHMARK:TOP OF 6"x6" ,13 I 1 SELEV=1TONE BOUND FND.NOTE j;0.6'A.G. I 1 I�Q /,_\J I 35.57'SEE � NO TES:�W(6 0E /J�MI 1.THE PURPOSE OF THIS PLAN IS TO ACCOMPANY AN APPLICATION Q (f)Q 0":( ��_��� 0 TO THE NORTH ANDOVER PLANNING BOARD AND CONSERVATION R W CJ Cl \I COMMISSION FOR PERMITTING PURPOSES..O Q Q N-R \j 2.WETLAND DELINEATION PERFORMED BY EPSILON ASSOCIATES,INC.C O k�W O \�\�I 1 MAYNARD MA.ON MAY 8,2006 AND BY LEC ENVIRONMENTAL IN m^CL k 1 \\1\II II i JUNE 2012.�R^C) Z I I\1 3.FIELD SURVEY LOCATION OF THE WETLAND LINE,ADJACENT TO/�I NOW OR FORMERLY Q Z Q I/I I FRANK J RAGONESE LAKE COCHICHEWICK,WAS PERFORMED BY LYNNFIELD=Q 1^"I 1-`II I SMH-4 ENGINEERING ON JULY 5,2012. II�\INV(lNf=1y1.09 Iii\-RIM=134.°3 Cr�' _\//�I INV.IN=126.53(BLOG)\a Z Z \\�'�..(\)LE STING CULbE---.6'HIGH STOCKADE INV IN=123.73 P 4.THE EXISTING CONDITIONS BASE PLAN WAS PREPARED BY EN TN. \`\�\.\8"CL FENCE INV OUT=12378(PC'-\MERIDIAN ASSOCIATES,INC.PEABODY,MA.DATED MAY 20,1996.m \\\\\\\�\k/I II,LINE OX.WETLAND N\_LYNNFIELD ENGINEERING,INC.UPDATED THE EXISTING CONDITION \\\\\�11\21a�,?,���'PLAN BASED ON CURRENT CONDITIONS.THE VERTICAL DATUM `�S\\I)2��\o WAS ESTABLISHED FROM U.S.G.S.DISK B-35 1965,ELEVATION A\�-"�BENCHMARK:HIGH POINT?m 1\161.25 PER THE EXISTING CONDITIONS PLAN. IL_I OF STONE BOUND WITH\/.N-�,'.:;dr,�, DRILL HOLE FOUND Y"\,�\o o�'\ RIGHT OF WAY ELEVATION=137.68'77 RZ,o`�z 5.THE PROPOSED BANK IMPROVEMENT PROJECT IS LOCATED IN THE m NOW OR FOR,I 70'GREASE\'S�\GENERAL BUSINESS DISTRICT AND lS WITHIN THE WATERSHED S.STEINBEI Ir/SM 35 133 PIT D",PROTECT7ON DISTRICT G_1..P n� '33 S 4ep G\,+n� J%A°„3 s�3 W 1,i cvI 6.THE LOT WAS CREATED PRIOR TO OCTOBER 24,1994.THE LOT s°,n 1 WAS CREATED BY MERRIMACK ENGINEERING SERVICES DATED 737 7°5�3'SEPTEMBER 1992 AND RECORDED AS PLAN No.12121. '36 I+STO GE®s CONTAI ER ZONE A II I 12 SPACES Au®99 DIMENSIONAL CONTROLS:z W W Z B6®R5 C 5�•.11,x8T 4��Cl)O R C)2 \Q I y I'i DESCRIPTION u li 8 REQUIRED PROVIDED c s \a LOT AREA 25,000 SF 320,080 SF o z i NOW`0R FORMERLY I O DANIEL A.l1c JOANNE B.,7a LOT FRONTAGE 125 FEET 678.71 FT OSGOOD b 519.22 FT GREAT POND MCCARFHY I U¢I, \I EVS77NG COMMERCIAL BUILDIN a'A- \I o FRONT YARD SETBACK 25 FEET 56 FEET GREAT POND \I RECORD LOT AREA-320,080f S.F.ry*~e\\ 1�I p ELEVATION=113.6Y 85 FEET OSGOOD o N q�I I I CB3 1 h 1.LOCATED ON THE GROUND b 00 ^'�-BY MERIDIAN ENGINEERING,INC.SIDE YARD SETBACK 25 FEET>500 FEET I ol�l to\ON SEPTEMBER 22 1994 -�I o_��_o_��__-4 1 N 4 c*\REAR YARD SETBACK 35 FEET>300 FEET i N -¢ +�\ 1n ANTER�.I 10 S C S 10 C S N...............IERS LOT COVERAGE MAX.35%10.7% �/ V, Z.250'NON DISTURBANCE ZONE 250 FEET 90f FEET ZONE A\`(EDGE OF PARKING)Q N c!I�\v 123±FEET C89 Z I)�\(BUILDING CANOPY)Q n e A7\100'NON DISTURBANCE D 100 FEETCe 2 T -'OH\_ 6 1��w Z��-�5e;p�SN\EDGE OF BVW(EDGE OFPARKING) U R7 U Q Q Q �N k` ti tiI�.PROOposED 2 u'Op F N Ig a CB51 x 17 RAS AREA-4 v}q Q 3.372*S.E 2\ mr 4"1 IM jC� 6 G'©SMH30 13 194 C84-'S S 5 H32 l I/I B53 1/D BASIN\4C!p l�/4\. 135'iPO\=R��Nl//�I 129.43 1 m O MH19 G��L�7 y y BS^O zg_�04 135'`�C /2 J ZONE A 6-G\\C846/C826 m j GGRAPHIC SCALE m W OMH78 \200 25 so`C��`MICHAEL 4 t Ssq`yQ =v Q (�\EA(4)J\\//JULIA No.377 5 SHEET No.O 0 IN FEET) \_ MULCH AREA/C) /\4 q 9F Com' `1 inch=50 ft. .PjO 9L ND so t/ PROJECT No.LE 480-60 i� V(n O v- _LAJ(40 III �'�Qc Z N 00 \\\� LEGEND:��A�' \\/i --100'NON DISTURBANCE SETBACK�!O \\\\I I -ESTIMATED MHW SETBACK���J p�0 \\I I --GRANITE CURB�V W \(I(I, -------LIMIT OF STORMWATER DETENTION SYSTEM 1Zyr Lai Z II j NOW OR FORMERLY-250'NON DISTURBANCE SETBACK�: \i I I I FRANK J.RAGONESE l r^Z V \\1 INK IN-1 09'I�.l\WF 1\-325'NON DISCHARGE SETBACK V Vj Q \()-SMH-4 \_I INV.OUT-130.67'\-LIMIT OF WETLANDS Z ()-RIM=134.03 \\<1 II\INV.IN \- \\\\ESANG CULVERT 6'HIGH STOCKADE INV.1N=123.73\ \\\\\\�\J/'i"I g^C./FENCE INV.OUT=123.78(PUMP STATION)WF 2\\.WF 1 WETLAND FLAG LOCATION N \\\\\I APPROX.WETLAND m 1_. \TREELINE REACH CHART: A3 �*\�\\\\\.i I1 LINE 250'OFFSET of=\\�°EXISTING FIRE HYDRANT REACH SIZE DIA.LENGTH SLOPE W \\M\\❑CB EXISTING CATCH BASIN�J N \\\��\{\ELEK 11367 N o 1 R1 15"RCP 164 0.004\~Z,I� `?s\\v 2)����`�.m WF 3 R2 12"RCP 16 0.069 Z ��\-/\rn,N 0 c\O EXISTING UTILITY POLE(n O)Q BENCHMARK:HIGH POINT/>o g 60 0 I�\R3 18"RCP 46 0.022 Z 00 ��OF STONE BOUND WITHm \-�EXISTING SIGN R4 18"RCP 134 0.004 O -� DRILL HOLE FOUND^'R20 MH ti RIGHT OF WAY ELEVA770N=131.68'\EXISTING LIGHT POLE R2 N f'��p WF 4 RS 15"RCP 158 0.003 J V�. NOW OR FORMERLY 5®�i\©EXISTING MANHOLE R6 24"RCP 51 0.011 S STEINBERG 70/SAS` GREASE\N/E�l�J\�R7 24"RCP 84 0.002 SM 35�,WF 5/OT EXISTING TELEPHONE MANHOLE PIT'���N�\�"`RS 24"RCP 133 0.005 G G S 4 GR a(PLWP Sr WF 6 1 ti EXISTING DRAIN MANHOLE R9 15"RCP 78 0.010 >(,132 SSV W 1��GV I EXISTING SEWER MANHOLE R10 15"RCP 76 0.008 V B o I Lo WF 7 WF 8^®R11 15"RCP 122 0.009 Q't s 7�F C S�0 EXISTING WATER GATE --a 3s c+(I I OH W-EXISTING OVERHEAD WIRES R12 24"RCP 24 0.008 O O 00 R13 6"PVC 117 0.005 STORAGE®I�s v')S EXISTING SEWER SERVICE 1 I CONTAINER WF 9)/R14 6"PVC 79�O�Q ZONE A I���C I 12 SPACES GM/D EXISTING DRAIN SERVICE �®I/R15 8"PVC 292 0.008 Y ti�Q�W B6 I®I R5 C 5 FR®C 1/W EXISTING WATER SERVICE R16 8"PVC 245 0.009 Q W oc�W `\\�°_I/`EZEY.11367 4 I I^WF 10(/G EXISTING GAS SERVICE U CL P-U \\\3�1F_AS ME7�Q`�i CVg EXISTING GAS GATE VALVE F�O Q)O I �11�0��I O� \A.I I WF 11 I I EXISTING TEST PIT O Q��'O Q NOIa QR FORMERLY 2�v� DANIELMcCA�OY NNE B.I i m I b I\h�O O \\I I EXISTING COMMERCIAL BUILDING{"Q�`I`J W o r\ ��I li o N Z N a wF12 Woo o v,o \°u%I I\d I ELEVA7)ON=11367"W= CB3 III BY MERIDIAN ENGINEERING,INC.DRAIN STRUCTURE CHART:I�Q li I W SMH34(I\LOCATED ON THE GROUND U!-\ON SEPTEMBER 22,1994 Z) \fi-=-�--L-,o---_-�-�---I I o WF 13�\m D \I---M O y\STRUCTURE RIM INV.IN INV.OUT Z 2 II hhh I, \`\PLANTER II 10 SPgC S)OI SPWC S��j�j.avTERs o 0,\\SEWER STRUCTURE CHART:DET.BASIN 132.6±129.4;(CB53) III��`�'CBl 132.67 128.17±DMH2)128.07±CBll)Q `C9!ZONE A,S,\;�WF 14\\STRUCTURE RIM INV.IN INV.OUT 128.07±(STUB) O� ��N R2 CB91,`SMH31 136.19 127.21(SMH30)127.16(SMH32)CB3 132.67 129.8±(DMH2) \I�3 D\ \'o l�D H8��o\128.49 CBS 132.32 128.5(C82)> --cBfO CB 2 ut SMH32 133.23 124.73(SMI-131)124.73(SMI-133)m> �m Q-�-`�\�\CB6 132.46 128.06(CBS)127.96(CB7) 2'Ai U Q O m N 2 co\\CB25\e G\SMH33 133.07 122.47(SMH32)122.47(SMH34)129.96(BLDG) �-oHw\��o�cB 1 w Z_^\e�122.47 Q��Q W I v o R7 0 v O�S�V CB7 133.75 127.42(CB6)127.22(DMH8) H`�OQ r�Q Q Q Q I I I I NE WF 15 SMH34 122.25 115.65(SMI-133)115.65 3 31m Q a m m){'n S N ti0\C69 133.43 127.43(DMH8) Q p 3�I m m����G II I 2-FO V f SMI-14123.73 4 134.03 126.53(BLDG)123.78(PUMP ST.) C 51 o n rn I II I(OD CB10 133.16 127.01(CB11)127.01(DMH8) `I�\t�I II I li SMH37 117.81 CB11 132.64 127.44(CBl)127.2(CB10) I\��1717 I.x G?e I MH3(\�\4'®`-y WF 16 SMH36 117.22 CB20 120.14 116.89(DMH6) G N\,yCS Q\T�G I>�wI,.,rnr\m\CC662232 11220SMH35 117.38.4 T DIA.GRATE(POOR CONDITION) 528.7 125.6 125.5(DMH17)tS G s Wo2 D)o o= MBLE�7R/P S\.t^'I 1 CB25 133.1 130.45(0653)w G/�`\Rw 4 I II I 1 V)\WF 17 CB26 133.0 UNDER WATER m o 0 0 a p�7S\\y\�II I 1 1`B CB53 133.15 129.9(CB25)129.2(CB1) a 1 1\\DMH2 132.97 129.2±(CB3)128.97(CB1) G 136 CB49-qC S S S H/{/,III\)�\WF 18 129.2(LEACHPIT) Q Qp 32 p DETENTIQIy`' SMH30��)/I CB53,BASIN\4r\DMH8 133.73 126.23(CB7)126.23(DMH19) G 8�C\GO���'?2.Tal//�,\WF 19 126.33iCB9)o D SHA 6019�R7//t-INV.=`--��126.43(CB10) /MH19 G>�a��'�y\\4 Sy`�?o'a/i 1 1 129.43�Z)DMH13 121.9 115.9(DMH14)115.8(DMH21)6 N S I`DMH14 112.89 116.99(DMH16)116.89(DMH15)2 \),)�Q wF 2D_WF 21 115.2(CB22) /C2I s ZONE A\\ti//O z\J�\S 6A��115.2±(CB20)v J \/\L^DMH15 122.68 118.48(DMH16)118.23(DMH14)Z G Q Z2r\\\DMH16 126.46 121.60(DMH17)121.4(DMHS)0 CB46 CB26\f\\\>>��3� ,��\\\?5,3.�S•DMH17 131.08 124.28(C623)124.08(DMH16) DMH18D0��`,G\\\\\\\\\�\SQ\tib G` 124.08(DMH18) \\\\\\\SMH33 7,Q Q\y\\\\)NOTES: \\�\4�^{1.THE PURPOSE OF THIS PLAN IS TO ACCOMPANY APPLICATIONS TO THE NORTH ANDOVER PLANNING BOARD Q REA(71P)��\/�1/AND CONSERVATION COMMISSION FOR THE PROPOSED BANK STRUCTURE AND ASSOCIATED PARKING AND Q \y/,�UTILITIES.J ���--2.WETLAND DELINEATION PERFORMED BY LEC ENVIRONMENTAL IN JUNE 2012. MULCH AREA\3.FIELD SURVEY LOCATION OF THE WETLAND LINE ADJACENT TO LAKE COCHICHEWICK WAS FIELD LOCATED BY LYNNFIELD ENGINEERING ON JULY 5,2012. CB35 4.THE EXISTING CONDITIONS BASE PLAN WAS PREPARED BY MERIDIAN ASSOCIATES,INC.PEABODY,MA.DATED~ o ti MAY 20,1996.LYNNFIELD ENGINEERING UPDATED THE EXISTING CONDITIONS PLAN BASED ON CURRENT \_\tic\CONDITIONS.THE VERTICAL DATUM WAS ESTABLISHED FROM U.S.G.S.DISK B-35 1965,ELEVATION 161.25 �F��Foa��PER THE EXISTING CONDITIONS PLAN.W \�G�tis�ro�5.THE PROPOSED PROJECT IS LOCATED IN THE TOWN OF NORTH ANDOVER GENERAL BUSINESS DISTRICT AND B43 e�F ti\IWITHIN THE WATERSHED PROTECTION DISTRICT. 6.THE LOT WAS CREATED PRIOR TO OCTOBER 24,1994.THE LOT WAS CREATED BY MERRIMACK \,0 ENGINEERING SERVICES DATED SEPTEMBER 1992 AND RECORDED AS PLAN No.12121.CIO O"� o��y 7.THE LOCATION OF THE ZONE A WAS FIELD LOCATED BASED ON 400'LATERAL DISTANCE FROM THE LAKE II i j COCHICHEWICK BANK AND 200'LATERAL DISTANCE FROM THE WETLAND TRIBUTARY. m m 40o zo 40 50 GRAPHIC SCALE bo MICHAEassgcyG Lu J. ULIANO O U U .3773 SHEET No. IN FEET)�F/'1 f� \c�/1 inch=40 ft.��AI LAt,G51'��(���r ��2`1 11 2 PROJECT No.LE 480-60 ZEVL4J Q) N '�T< "I,�`i WI k.:�W� 2 u rn b Z W=k v Q LEGEND:o� Ar `�'100'NON DISTURBANCE SETBACK(n I O-N i WF 12X I ESTIMATED MHW SETBACK��0�N PILES. ANY I I\b 1 I ELEVA TION=113.67 LIMIT OF STORMWATER DETENTION SYSTEM Q 3 I1 LOCA TED ON THE GROUND 250'NON DISTURBANCE SETBACK J H34L� Z Cb PROPOSED HAYBALE AND I� �VrN, SILT FENCE BARRIER 1 1 BY MERIDIAN ENGINEERING,INC.-325'NON DISCHARGE SETBACK�J 2 1\4� SEPTEMBER 22,1994 LIMIT OF WETLANDS o IM Q SF�`•U)O r.WF 13 WE 1 WETLAND FLAG LOCATION 20 II•/�\SF PROPOSED HAYBALE&SILTFENCE J Q)M\M N-�PROPOSED CONSTRUCTION FENCING•PROPOSED STAGING AREATERso o 1\ Wl Off`\;v\44%v Lr)L0 s\WF 1GENERAL EROSION AND SEDIMENTATION CONTROL NOTES:J�� °\♦\1.PRIOR TO CONSTRUCTION AND THEREAFTER EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED AS�O O NTROL \• NG °`Al-19A��\\DEVELOPMENT.NT.TED.THE MWHEN SMALLESTPRACTICAL CISICEXPOS D DUR NG DEVELOPMENT,THEESEXXPOSURE SED AT ANY OHOULD BE KENE TIME IPT TO THE 2 SHORTEST PRACTICAL PERIOD OF TIME.LAND SHOULD NOT BE LEFT EXPOSED DURING THE WINTER MONTHS.Y liJ OO \•\N\2.STRAW BALE BARRIERS SHALL BE INSTALLED AND MAINTAINED ALONG LIMITS OF WORK WHERE SHOWN.Q •ADDITIONAL HAY BALES SHALL BE ADDED AS REQUIRED BY THE ENGINEER.STRAW BALES WILL BE STAKED LLJL Lu 4,�'Lp\AND MAINTAINED PRIOR TO AND DURING CONSTRUCTION UNTIL DISTURBED AREAS ARE STABILIZED.QM W j 0 W j 3.BALED STRAW AND MULCH SHALL BE MOWINGS OF ACCEPTABLE HERBACEOUS GROWTH,FREE FROM NOXIOUS W Q=O_ B2 PROPOSED STABILIZED C_n\WEEDS OR WOODY STEMS,AND SHALL BE DRY.(n U(n U �l C����\���CONSTRUCTION ENTRANCE\ 4.SILT FENCE SHALL BE INSTALLED AND MAINTAINED WHERE SHOWN AND ADDITIONAL SILT FENCE ADDED AS REQUIRED BY THE ENGINEER PRIOR TO ANY ON-SITE GRADING OR DISTURBANCE OF EXISTING SURFACE j�O�U C:) c) Z\\\CB25 1 r\MATERIAL.IT SHOULD BE MAINTAINED DURING AND AFTER DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF�1 y\\\\\777•^Nv WATER AND FROM LAND UNDERGOING DEVELOPMENT.WHERE POSSIBLE NATURAL DRAINAGE WAYS SHOULD BE Y O O Q O Q (�/(��`\�r\UTILIZED AND LEFT OPEN TO REMOVE CLEAN EXCESS SURFACE WATER.THE SILT FENCE IS TO BE�m���� ��1\V MAINTAINED AND CLEANED UNTIL ALL SLOPES HAVE A HEALTHY STAND OF GRASS. r��5�<\5.SILT FENCES SHALL BE MINIMUM OF 16"HIGH WITH THE BOTTOM OF THE CLOTH KEYED INTO THE GROUND O W�O W Q\�I 1 I/\•C�AN ADDITIONAL 8"(SEE DETAIL).POSTS SHALL BE 36"WOOD OR STEEL DRIVEN 16"MINIMUM INTO THE Y. Q Q\�I I I I I`\'20N WF 15 GROUND.O O O O v/\I I I 1 6.THE EROSION CONTROL DEVICES SHOWN ON THE DRAWINGS REPRESENT THE MINIMUM REQUIRED FOR_O z O (/�G♦2"\��(\EROSION CONTROL.THE CONTRACTOR SHALL ADD TO THESE DEVICES ANY AND ALL MEASURES AS REQUIRED CL�Q Z Q I I 1 r�`r�`�;J\BY THE ENGINEER TO EFFECTIVELY PREVENT MIGRATION OF SEDIMENT FROM THE WORK AREA. l(�I I II I I 1 V\7.ALL EROSION AND SEDIMENTATION CONTROL MEASURES,INCLUDING,BUT NOT LIMITED TO,DITCHES,SWALES, \II I AND PONDS MUST BE STABILIZED PRIOR TO DIRECTING RUNOFF TO TURN.M Q PROPOSED HAYBALE AND 8.TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PROJECT W�C) j II I I 1 SILT FENCE BARRIER\DRAWINGS.IN ADDITION,SIMILAR MEASURES SHALL BE INSTALLED WHERE AND WHEN THE FIELD CONDITION,O O \I II�I•`��LIMIT OF WORK AREA OR FIELD OPERATION MAY WARRANT.ALL TEMPORARY EROSION CONTROL MEASURES USED SHALL BE�Z Z l-/-/I/`I\,/I A/F 16 PERIODICALLY INSPECTED,CLEANED AND MAINTAINED,AND OTHERWISE KEPT IN AN EFFECTIVE OPERATIONS 1"i 1/�\VV MANNER THROUGHOUT THE CONSTRUCTION PERIOD.Q 9.ANY DISTURBED AREAS WHICH ARE TO BE LEFT TEMPORARILY,OR LONGER THAN TWO WEEKS AND WHICH Ky WILL BE REGARDED LATER DURING CONSTRUCTION,SHALL BE TEMPORARY SEEDED AND MACHINE STRAW PROPOSED HAYBALE AND%\1R®2„4�,m\ � SILT FENCE BARRIER`1®(�♦yi\MULCHED AT A RATE OF 1.5 TONS/ACRE.O-_-10.AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED AND FOLLOWING INSPECTION AND APPROVAL BY THE /�/1\ENGINEER,THE TEMPORARY EROSION CONTROL MEASURES ARE TO BE REMOVED AND ACCUMULATED SEDIMENT m z 7 T I/1 1_DISPOSED OF IN A LOCATION DESIGNATED BY THE OWNER. T Q�\II I\11.ALL DISTURBED AREAS AND SIDE SLOPES WHICH ARE FINISH GRADED WITH NO FURTHER CONSTRUCTION TO TPI J I II I I I TAKE PLACE SHALL BE SEEDED AND MULCHED.ALL DISTURBED AREAS OUTSIDE LIMITS OF WORK SHALL BE N\\STABILIZED WITH LOAM.ALL SEED,LIME AND FERTILIZER PROGRAMS SHALL CONFORM TO ALL APPLICABLE ,CC\`I I I r/SECTIONS OF THE SPECIFICATIONS. 14 I I I I/X\WF 17 12.AVOID USE OF UNDISTURBED AREAS WHEREVER POSSIBLE DURING CONSTRUCTION.CONSTRUCTION TRAFFIC O I II I I I SHALL TRAVEL THE ROADBEDS OF EXISTING AND FUTURE ROADS. �\�J-\13.IN THE EVENT THAT DURING CONSTRUCTION OF ANY PORTION OF THIS PROJECT,A WINTER SHUTDOWN IS \_>>v I I I I I\NECESSARY.THE CONTRACTOR SHALL STABILIZE ALL INCOMPLETE WORK AND PROVIDE FOR SUITABLE METHODS O O I I I I I\OF DIVERTING RUNOFF IN ORDER TO ELIMINATE SHEET FLOW ACROSS FROZEN SURFACES.ti Z_jI I\`\14.THESE PLANS HAVE BEEN PREPARED FOR PERMITTING PURPOSES ONLY AND SHALL NOT BE USED FOR�o w w I I CONSTRUCTION PURPOSES.�o o= D I\ r\I�•„� PRIOR TO THE START OF CONSTRUCTION:�w��o \I I\X WF 1 B 1.THE CONTRACTOR MUST COMPLY WITH THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)AND MEET o 0 0 z ALL OF ITS REQUIREMENTS. \l I I^�I I DETENTI�•\\'2.ALL APPLICABLE EROSION CONTROL MEASURES AS SHOWN ON THE PLAN MUST BE IN PLACE AND REVIEWED SMH32 I/I 1/\AND APPROVED BY THE ENGINEER. l 1 I I BA SlN\4�7 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT NO EROSION ON THE SITE SHALL OCCUR S//CL953 H 2` -.i�WF 19 WHICH WILL CAUSE DEPOSITION OF SOIL OR SEDIMENT UPON ADJACENT PROPERTIES OR PUBLIC WAYS.,.�� \.1 DURING CONSTRUCTION:o ^\1.DUST SHALL BE CONTROLLED BY THE USE OF WATER AS NECESSARY AND ROADWAY MAIN IN V.= TAINED FREE AND CLEAR DUST AND DEBRIS THROUGHOUT CONSTRUCTION. --- � ^ /r�?��43 2.THE CONN TRACTOR SHALL LOCATE STOCKPILES OF MATERIAL AWAY FROM LAKE COCHICHEWICK.TEMPORARY N� `1 2 EROSION CONTROL MEASURES CONSISTING OF HAYBALES AND SILT FENCE SHALL BE INSTALLED AROUND ALL \9/�S/I I P 2•I 3.NSMATERIAL INSPECTION CONTROL MEASURES SHALL BE COMPLETED BY THE ENGINEER.A WRITTEN REPORT \_S 2O(_/I /)`7��WF 20X REQUIREMENTSPREPFORDINDICATINGADDITONAL EROSIONFCON RIOLSINOEBE INSTALLED IF OBSERVED AND WF 21 NECESSARY. /SHALL BE TEMPORARY\ \/�����I STOCKPILE AREA I CONSTRUCTION SEQUENCE:Z Z OL MEASURES. 1.INSTALL EROSION AND SEDIMENTATION CONTR \_/♦\c 2.REMOVE AND PROTECT EXISTING PLANTS AND SHRUBS.Q Q 2♦3.REMOVE ATM STRUCTURE AND RELOCATE SITE ACCESS ROAD.^ 4.INSTALL STABILIZED CONSTRUCTION ENTRANCE.Q Ql 5.6.REMOVE D STOCKPILEINSTALL THE RETAINING WALL LAND PLACE THE FILL BEHIND THE WALL AS REQUIRED.J \\///-_/�•7.INSTALL STORMWATER MANAGEMENT SYSTEM.2 73 8.GRADE PARKING LOT AND SIDE SLOPES.INSTALL UNDERGROUND ELECTRIC.O W pC0 \\CB n0\/r(�\\9.CONSTRUCT BUILDING FOUNDATION AND BUILDING. C1346 G 4•9.INSTALL BITUMINOUS CONCRETE PAVEMENT,WOOD GUARD RAIL AND SITE LIGHTING. \CB2E'\'\\\,2`•11.INSTALL PROPOSED PLANTS.LOAM,SEED AND STABILIZE AREAS OUTSIDE LIMITS OF PAVED AREAS.C \O\\\\,12.PERFORM SITE CLEANUP. \\\\\\\\\\\13.INSPECT SITE TO ASSURE SITE STABILIZATION PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. \\INSTALL SILT SACK\\\\\`J\\\O♦•GV SMH3..3 7 7 \\ LO \�\\REA(fYP\\\�/'I l♦♦�G�I C\\\Oy INSTALL SILT SACK\--., m \\MUl PROTECT EXISTING MULCH AREA WITH•`♦♦�`32 GRAPHIC SCALE�w'�Q c CONSTRUCTION FENCING zi xo 0 o za+o 80 M1111[I11ES U o �j) M1=17 SHEET No. \\\\Cl//?CU 3 (IN FEET)�" -3 1 inch=20 ft.tl PROJECT No.LE 480-60 (�0 ,l II\�/r�ELEV.=135.5 SEE NOTE#1I '��+�4 I/ �`ysa Z 2 A N o0 /I/ rrwww�j��� Lj-ti W L Z ti(/') W Z>C \NOW OR FORMERLY Z h \/FRANK J RAGONESE W m N Q \NV.(lN)=1L09��ELYSTINC ice"\SMH-4\WF 1 \a NO TES:Z RIM=1'3 \1NV.1N=126.53(BLDG) \\'CU,\6'HIGH STOCKADE INVIN=123.73 Z \�\\1 8'C C FENCE INV.OUT=123.78(PUMF rn_2 1.THE SOLE PURPOSE OF THIS OVERALL SITE TE IMPROVEMENT PLAN IS TO(�j�p�j Q 1 APPROX.WETLAND w DEPICT THE THE PROPOSED INFILTRATION SYSTEM,STORM DRAIN LINE,AND Z 00 11 LINE�_250'OFFSET FROM\N\_THE EXISTING SNOW STORAGE AREA.Q \ELEV.113.67'\\J V Il?��'WF 3 A 0 \_�--�'9 o c'C� Q I BENCHMARK:HIGH POINT 2g 1I-1 L_OF STONE BOUND WITH/\co�+a DRILL HOLE FOUND N r�-ti RIGHT OF`NAY ELEVATION=31.68'�'WF 4\1 RZ®��d !�70 5/ Lo Lf) \,/Q e1�l G 133 GRE ASE T A o ND SM 35 WF 5 I J ap ap 3,3 G-P A n WF 6 O Z O ii 0 r GR_,'j h I 32 S 734 W GV�+Lu O%� WF/x--w,I`~�Q~� 7It CS a 73�s D'0 U U =I Q�W(0�W� X137 36 I STO GE®I`s�'�¢mQ�=O CLQ_ CONTAI ER WF9��U�or�U _.._I 12 SPACES GM/1 i�~Q(cj)Q(i C \\86II RS ELEV.113.67'4 1 v WF 1 Y O O�C O::E Q \r\a m� \ \\1 SM e I\y II���W�Oj \ MAINTAIN EXlS71NG '•, NOb�t'-QR FORMERLY I BOLLARDS WHICH,^O 0 Wf 11 1`�O 00 co O DANIEL A.'c JOANNE B.I ARE LOCATED AT I Q W=^2 O Z ��I EACH GAS METER b EXlS71NG CATCH BASIN i EXISTING CC'IAL BUILDING Q I I__ EQUIPPED WITH 4'DEEP`�I hJ� SUMP AND OIL/GAS TRAP I I'N a WF 12*`�O O \I b.I ELEVATION=113.67'`Z Z I C^B3 H340'LOCATED ON THE GROUND I� 1 I l 1:I BY MERIDIAN ENGINEERING,INC. 1/1\ON SEPTEMBER 22,1994 EXIS77NG LOCATION OF��-_-�--1------�-�•------p M 1 4 C 1\ SNOW STORAGE.moi[�-t EXCESS SNOW IS n ANTER I 10 SPC S g CON,ER r CAT:.HBASIN TERS o�->>> REMO i/ED FROM\SITE I I�RA TF I O.MA,NHOLE_`n v s W m C�PCB 10A I ZONE A COVER l\Kf Pk �9J N\�`91 O N \Q�.�66lD,TVt/1:-%uk �1 CB 2 ciDi�-\ 3„'I_R M-'3A 70 Z v CB25 4 NGS\ =Hr a Ln co'_HDPE�._w Z_\J gP J W y1�lN 1'.(GJ 1)i 2"=130.50 o f v N CB51 e O I 30��__CI�i=1Qn II I I��I\III OSSN�wF 15--,,e PROPOSED oz vzw 2wn 2wn /���'`�..8"HD...,��`n I I'BAt`IK 1;10�V o a� I,I P��--�I p����\�\��0 0 0 W 5 I I D`���INV.130.30 Z��t J'(1�wF 16 W G�h O V 1 D!\,�`_PROPOSF_D lNF7LIRA m FLOOR AREA=i 4�11 Q�_o 0 0 �C 52 ENT SON N 4 S S_\7��yOP D SYSTEM(SEE SH(C-)\F 1 T s,;Tzt S.F.t`II\ c c rE Ru1'B�E c sE P7PFD\\p�"II�rn1\\ �� /P/�J S�p�`P� G/c,1�R75��\R�2 I��I_����_\�WF 17¢N\N I� � TPJ 26��\D o �gb CB4,-Acs/1.I\I wF 18 ssMH30 O S S H32 9��I O IJP DE TEN TI_2" c5'l BASIN 4;72 G B.,c Od z2j3•'�l/7/WF 19 s yp t3y�'QO e//v= D MH19 G ATF 1���L��y\\4 Sh U 20 J II��_,9.43 Z 4 I SJ T es 735 I L���s /���1;_.__�::...O..WF 20�SwF 21 W� �\r�1��1 sj ZONE A�\\\y//�/I I�Z\_S S b\`� Q l\0 ill /\\ :��Z�F S\\CB46C8216��\\v\`1gO:Z J W '�h U l21\Q\\\S`J,J p(U4 c\(`PROPOSED SAY lilidi T<R��s R�Q O a \REFEE,P?0 57dE£T DMH18 C-6 SMH Gv v�/c.FOR DrTAILS`�11 7 7 W .�-A(TYP) co MULCH AREA/?2 C�\\Ccy�CB3\ a 7 m p g GRAPHIC SCALE eur a Y w 3�1Y w Q w s eo 0 20 40 eo Iso O U vU)O m' SHEET No. �1N FEET zq�13 C-4 1 inch=40 ft.I Y PROJECT No.LE 480-60 O m --Q I�i�,�i V�� LEGEND:''ya 2 rn°° cl- --————— 14� \I APPROXIMATE PROPERTY LINE"C� N YARD kr�I\:]U O WF-I 1 Ik I----PROPERTY LINE SETBACK'W ti `I Q,--zi 100'NON DISTURBANCE SETBACK`J (/�b I I-ESTIMATED MHW SETBACK lV 25' Uv I■I LIMIT OF STORMWATER DETENTION SYSTEM W W(/)`' G 2 W Q'I I\u�------250'NON DISTURBANCE SETBACK`Z V Q lam,, in (�\�J I-325'NON DISCHARGE SETBACK'to 4: I O- ac PROPOSEDa 0�/1/F 12 LIMIT OF WETLANDS`�j Q O CRETE DUMPSTER\t tF WETLAND FLAG LOCATION W jLf) I-PAD(SEE DETAIL)■➢o b�'1 ELEVA TION=113.67'ra EXISTING FIRE HYDRANT Q PR(t&6 VERSA-LOK RETAINING WALL WITH',34�5/1 LOCA TED ON THE GROUND,j��N I NCE7QUIVALENT—M-CONNECT TO EXISTING,v LACE EXISTING CATCH BASIN Z 4!f,, RETAINING WALL1 1 BY MERIDIAN ENGINEERING,INC.2 ��'}EXISTING UTILITY POLE I O-NO---SALT ZONE"1 ON SEPTEMBER 22,1994Q �EXISTING SIGN M"NO SNOW STOCKPILING"•WF 13 2'�O o0 II'EXISTING LIGHT POLE O�\ -SIGN(TYP.)■ M�\(��\�1�EXISTING MANHOLE�U�, \Y EXISTING TELEPHONE MANHOLE \ TERs EXISTING DRAIN MANHOLE \ I\��II IIIlulllllll11 l l R1 1.EXISTING SEWER MANHOLE OLE EXISTING WATER GATE V o\S -OH-EXISTING OVERHEAD WIRES J't S--CID 00 EXISTING SEWER SERVICE O O \\D-EXISTING DRAIN SERVICE Z „\4'SIDEWALK---------"I N\W EXISTING WATER SERVICE Y O ti 4 R5-1 I 25\ �W QWW CB B2 RS-1 G EXISTING GAS SERVICE Q W j O�j I�-o a\EXISTING GAS GATE VALVE Q Pz I��_ '�i1❑���16��\\•,23�-0--��--��-PROPOSED WOOD FENCE���Q�O�Q �e \Q r c�O V0�1 ��-�/�\\�'���1;�\,\\G\���^PROPOSED WOOD GUARDRAIL��O Q��'O Q LLJ/��'\gPN\�-R1-1 PROPOSED SIGN OC9 Q J Q Q O\Q 56\SNE\NOTES:^W Q o W \�6.5`\24.0'\\�'�O�(\WF 15 1.ALL DIMENSIONS SHALL BE HELD AS SHOWN ON THE PLAN ABOVE Z W I`O u)^O (/�(1�(/)I PROPOSES°�„U,F 88 ANY VARIATIONS MUST BE APPROVED BY THE ENGINEER AND THE W=O O O O 0 G\oo\`1 TOWN OF NORTH ANDOVER.Q Z Q l(�I 10.0'9.0'0 2.CONSTRUCTION OF PROPOSED ACCESS DRIVE SHALL BE PHASED ��I BANK��, IZK AND CONSTRUCTED AS TO ALLOW ALL STORE PATRONS AND\ ° DELIVERY VEHICLES TO HAVE FULL ACCESS AT ALL TIMES.JM ti \ \3.ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE LINES OR W /L PROPOSED SING m Z Z 7`�LANE VEHIC I/,I,v,ARROW SYMBOLS TO MATCH EXISTING PARKING LOT. ENTRANCE ROAD-\WF 1 6 4.TEMPORARY SIGNING IS TO BE UTILIZED TO PROPERLY ROUTE ALL \ TRAFFIC TO THEIR CORRECT DESTINATION.Q o FLOOR AR 5.NO BACKING UP OF TRAFFIC SHALL BE ALLOWED ONTO OSGOOD <i\\�STREET DUE TO CONSTRUCTION ACTIVITIES. \O-�/_J3,�672±S.P TYP\6.ALL SNOW REMOVED FROM THE PARKING LOT AREA WILL BE PLOYEE PARKING ONLY TRANSPORTED OFFSITE.NO SNOW STORAGE IS TO BE PERFORMED G II/\ALONG GREAT POND ROAD.m m�Z O II I\7.THESE PLANS HAVE BEEN PREPARED FOR PERMITTING PURPOSES II TP1 ONLY AND SHALL NOT BE USED FOR CONSTRUCTION PURPOSES. \,J`\\ S.ALL SIGNS AND PAVEMENT MARKINGS TO BE INSTALLED WITHIN THE \��PROPOSED VERSA-LOK RETAINING PROJECT SHALL CONFORM TO APPLICABLE STANDARDS OF THE -0l i)WALL WITH FENCE AT TOP OF WALL X\WF 1 7 MUTCD. ���J�i I I R-59A p--I R 5 9A\'��\PARKING SUMMARY CHART PROPOSED GRANITE CURB O I`18(TYP-)"NO SALT ZONE"\z s z 10 22 R5-1"NO SNOW STOCKPILING"\TOTAL PARKING REQUIRED BANK W/DRIVE-THROUGH:o \\TYP.4 TOTAL ON SIGNS 5.5 SPACES/1000 S.F.x 3,672 S.F.=21 SPACES Z 0 0 0 R6-1��I()V o a v v o `\n I\•WOOD GUARDRAIL Q �),����WF 1 U HANDICAP:1 SPACE PER 20 SPACES S �2 2 u 7 I �3 3 SMl l�J2�,1 I DF!L N l 1�•TOTAL PARKING PROVIDED 19 SPACES+2 HANDICAP SPACES=21 TOTAL SPACES 0 0 0 •PARKING SPACE SIZE REQUIRED PROVIDED /0 A C1A O-"1\7`FULL:9.0 X 18.0 FEET MIN.9.0 X 18.0 FEET CO PROPOSED GRANITE CURB o�r RON�(1/G�,X\WF 19 HANDICAP:16.0 X 18.0 FEET MIN.16.0 X 18.0 FEET 1'A$_x/\`PROPO�E Q.WOOD GUARDRAIL PARKING AISLE:24 FEET MIN.24 FEET V, b m _VBAC��//\-l V.-•1 b b m !4 1 DIMENSIONAL CONTROLS: 4 s y 2 a❑` //R5-16 \*`'�"�r�-\TP2\•1'ZONING DISTRICT:GENERAL BUSINESS U�`►2 I�I\`I DESCRIPTION REQUIRED PROVIDED _-�/�S/J��WF 20 XWF 21 LOT AREA 25,000 S.F.320,080 SF / BUILDING HEIGHT MAX.45'35' \\Oh//////2\-/s\LOT FRONTAGE 125'519.22'GREAT POND J \\\ //\•.678.71'OSGOOD/�////s\6\•�\�FRONT 56' SIDE YARD SETBACK SETBACK 25'>490'~ \//\>REAR YARD SETBACK 35'>280'Q \\\CB46/-\'1\�\//`/,�O 250'NON DISTURBANCE ZONE 250'92'(EDGE OF PARKING) \PROPOSEDI SITE SIGN\�\>?��•123't(EDGE of CANOPY)J \(B OTJH RS) \��\\�100'NON DISTURBANCE \\\\\���•100'88' \MEET EXISTING EDGE OF PAVEMENT\\\\���\\s❑•EDGE OF BVW _\\\\\\\\SMH33��LOT COVERAGE 35%10.7% \\/EXISTING F/L A N TED II h \\\�O�-BED TO JEMAIN(TYP.)` m MULCH AREA••�`32 GRAPHIC SCALE�`N��.�J w \�i\\\`cF C�,3�EXI�Z°�,�20'°�°�S�`o�� S G CURB TO REMAIN o \\i/ry�'A\yI\ t,SHEET No. `.\\\\���T/0\~(IN FEET)�l``,�r \C\�G'•\T 1 inc-5 h=20 it.V PROJECT No.LE 480-60 I\y LEGEND:��,2V I I'APPROXIMATE PROPERTY LINE o�y9a`k!N�0 k.-I\•I----PROPERTY LINE SETBACK'w�^O \�� '-I\■Q WF,,100'NON DISTURBANCE SETBACK v O $I ESTIMATED MHW SETBACK Z�j-� Y_I ac LIMIT OF STORMWATER DETENTION SYSTEM ■ J U I U I I 250'NON DISTURBANCE SETBACK j ��325'NON DISCHARGE SETBACK r^���_� I-■\p tz LIMIT OF WETLANDS V U)Q O(v I\O WF 12X WETLAND FLAG LOCATION;(�i� V> h I_I EXISTING FIRE HYDRANT Z� a d ELEVA TION=113.67 W J N 340 I LOCATED ON THE GROUND❑CP EXISTING CATCH BASIN Q m C EXISTING UTILITY POLE J Z� '1.-�I BY MERIDIAN ENGINEERING,INC.-�EXISTING SIGN J Z j� I_TW 126.(ON SEP TEMBER 22,1994 LZ Z {BW 126.0\V EXISTING LIGHT POLE J O Z I M 134.0(EXIsr)Q WF 13 130.0 EXIST\EXISTING MANHOLE Z.�O op ______\C EXISTING TELEPHONE MANHOLE p�j 357--_-----I TW 134.8 J�. _PROP.DE7EN710N(BW 126.0 Cl�,\EXISTING DRAIN MANHOLE \\�C EXISTING SEWER MANHOLE TERS�B Q)`\SYS7EM I�\ 35.0 EXISTING WATER GATE 1J5���f Yl;i I��I I I I I I,\®� T I\v DMHHP 10 u)\ OHW-EXISTING OVERHEAD WIRES 6 PDMH 4.0HI'I\1 WF 14 WQEXISTING SEWER SERVICE QLr) O/R1 D p��-\------_--If2��EXISTING DRAIN SERVICE J 00 \~-(-----D 7 8�,�',\EXISTING WATER SERVICE�O 2 O 4 '"Q.0 1 DMH;CB13\_EXISTING GAS SERVICE Y W V7 O CB B2/-I 35.7 �I--- 82 LLJ ti ------"35.2\-\GVX EXISTING GAS GATE VALVE MZ�W��Wul I�-I°°I I TW 136.2\-0--�--o--�PROPOSED WOOD FENCE`V Q=O_ LJ-BW 126.5\ ��35x5\I�-OROOFRYN�ELL B\ Q. �PROPOSED WOOD GUARDRAIL�(O U��V1 U R1-1 PROPOSED SIGN W cO�L OU�O 1-t�^TW TOP WALL(3 SLI SLI 6 GLL\P\O Q�'O Q O`-�HW-,,-PV W\DMH13 35.8,\\'O�GJ\\BW BOTTOM WALL m O�O Q Q r N�QA\WF 1 HP HIGH POINT^j Or CE W V R/M=1 PS44H 6 NV.=130.00\' \NOTES:LL-��o WV(OUT)=12s.4o v� INV(IN)=129.50 PROPOSED<\` \BANK�'\�OO C•�v`�\1.REFER TO ELECTRICAL DRAWINGS E-1 AND E-2 FOR PROPOSED z"Z U Z \I'\/SITE LIGHTING DETAILS.U Q Z Q °\2.CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF Q \\_PROPOSED TW 136.7 EXISTING SEWER MAIN DURING CONSTRUCTION OF THE RETAINING ti DOOR 135•\WALL.THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE MAIN W 126.5 l 35._�..\AS A RESULT OF THE WALL CONSTRUCTION.Z Z \1•_8 F=36.4\WF 1 6 3.THESE PLANS HAVE BEEN PREPARED FOR PERMITTING PURPOSES lw°°J\35'7 REFER TO NOTE ONLY AND SHALL NOT BE USED FOR CONSTRUCTION PURPOSES. 2+`►`8 IN REGARD TO SEINER MAIN 4.REMOVE ALL TOPSOIL,SUBSOIL,FILL,STONES AND OTHER Q _ 4 35.5 2\UNSUITABLE MATERIAL BELOW AND WITHIN FIVE FEET OF THE O�G\\DRYWELLS AND INFILTRATION SYSTEM TO THE PARENT MATERIAL ��//� G I DMH12'\(C-LAYER).REPLACE WITH SAND MEETING THE REQUIREMENTS OF O�\R N THE STATE ENVIRONMENTAL CODE,TITLE 5.m m Y 35x5 OR eN 41'CB14 5Y\\ \`�� �J�0�36.3�.I I���� WF 17 I 2� J 1 0 710 D Z PDMH7 1 �(1��\ti ti ti PROPOSED CON7ECH D O\•OMH2►#1\,\o g D?7 STORMFIL7ER D\ Z 0 0 0 (SEE DETA/L)-\R-T\•\\\U U U SEE SHEET C-4/D 0 I D R5 N_ FOR CON 77NUA77ON RSB R1/-1 9 Lam•1 I DMH3 32.50--6�\�/l/F 1�j W vo 3 3 3 �3L D I 1{HP NP_----I s w o 0 0 l D-PROP.DE7ENTlON I 13.7 TW 136.7\`\o~~~ I SY57EM A BW 131.0,\w W w PDHM ON{{{I 135.4 I-i Ja �1 a a YA\WF 19 STRUCTURE CHART: celo/i Tw 135.0��i REACH CHART: \'%1 STRUCTURE RIM ELEV.INV.IN INV.OUT Q o rn _(SP�DAHAAIIB/)I\` REACH PIPE DIA.LENGTH SLOPE PDMH1 136.0 131.25 131.0 4 o PDMH2 135.20 132.00(DRYWELL)130.90 R1 12'HDPE 37 0.010 I P•\I 131.56(PC614)R2 12"HDPE 20 0.010 a Z N� `�BS----\♦I 130.90(PDMH1)R3 12"HDPE 77 0.005 V.0 5.7J��\\PDMH3 136.00 SEE DETAIL 130.00 R4 12°HDPE 22 0.020 b�N�-------- \♦WF 20X._PDMH4 134.70 132.70(DRYWELL)132.00 R5 12"HDPE 10 0.005 y/////1 1 WF 21 �� 132.10(PC813)R6 12"HDPE 2 0.020 33x9/--PDMHS 135.20 SEE DETAIL 130.60 z Z PDMH6 MATCH EXIST 129.70 129.30(MATCH EXISTING)R7 12"HDPE 66 0.005 --132.5\•♦ PDMH7 133.60 129.10 128.05(MATCH EXISTING Z Q Q ���'-���-A)R8 12"HDPE 5 0.020 /1132.5-�---\PCB10 134.80 131.60 R9 12"HDPE 6 0.020-J PCB11 134.55 131.55 R10 10"HDPE 2 0.020 Q LLJ GRASS SWALE TO PCB12 134.90 132.43 s R11 12"HDPE 36 0.020 \�✓B 4 JF\/`1\OLLECT SURFACE�3Of 0 PCB13 134.60 132.20 Q a_\CB26 I\\RUNOFF\,/♦�R12 12"HDPE 72 0.005 R13 2-4"HDPE 25 0.010 Ld J PCB14 135.00 132.00 Z PWQI#1 135.40 u\\33x0\\\\\\\���\���n PWQI#2 134.80 1301.85 130..82 875 R14 2-4"HDPE 10 0.010 Q F- v REPLACE STRUCTUR\\\♦ _of \\\\IF NECESSARY\\\�`J�\\O•/PDMH8 MATCH EXIST 129.65 129.55 R15 12"HDPE 80 0.010(n SMH33 G V PDMH9 134.50 130.50 130.40 R16 6"HDPE 3 0.010 z\W\`\\\\J\♦♦PDMH10 MATCH EXIST 126.05 126.05 R17 12"HDPE 23 0.020 PDMHll MATCH EXIST 129.00(CB26)127.56 R18 12 HDPE 22 0.005 4��\I,`♦127.60(FILTER)R19 6"HDPE 146 0.005 \\ EXIST CB26 MATCH EXIST 129.80 R20 12"HDPEJ 20 11.005 N G\\\REA(IYP)`/1/{�/\V`.♦G\R21 12"HDPE 302 1 0.005 1 m N EXISTING LANTED o �'LO 9 r: BED TO f�EMA IN(T YP.) a\MULCH ARFA//�'-��2 m o w \\ GRAPHIC SCALE ir'`yam 3 Y W \)\\C zo o io zo�o RILYMAO�.^=U Q 43 EXlS7'C CURB TO REMAIN w+>►�L�ES o U co o M■73017SHEET No. \c\\y\\(IN FEET)t�C-6 1 inch=20 ft. °o PROJECT No.LE 480-60 w ti