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45 TRADERS WAY & 40 FIRST STREET - APPROVED PLANS Approved Plans 'l I i I - GARAGE $ EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT' - - t TY " SETBACK --- -- -' PROPER --- __ _.:..,.-,.� , � � ,. _ -- ._..... a A5� i ,. F I 1 ' i i.3 i T I L 1 L2 ; ' t5 BLDG 3cr \ I09 1 t' BLDG 1 / I - EX I STING EDGE OF PAVEMENT - F CD (�y �` BLDG 7 ,; I I Q rl \ \\ o l Ln Q \ Lu BLDG 4 , I 99999 999 I LLI \ E i /. i GARAGE I (n - a r:. IL GARAGE v � "zy .I Q- :- 1 STAMP o ` GARAGE GARAGE O BLDG 6 BLDG 2 1 1 I a o I L I L3 'o BLDG 5L4 a 1 FOR PERMIT I I ! 0 -� ." LANDSCAPE /. r.,,,,.. _ ,,,: <;� o o ��, o - _ � SHEET <: 0 30 018 LAYOUT PLAN PROPERTY 1ST STREET MM�arj y p�A Iv _ . E�O pA4 ow w SHEET LAYOUT KEY PLAN SCALE: , = 30'-0' L,0 U SCALE.1"=30'0" - 60' 30' 15'7.5"0 30' 60' SHEET '1 0 F S PROPEL • - -� ............ p ............ EDGE OF PAVEMENT EVERGREEN-TREES ORNAMENTAL GRASS ORRIN,GRASS z 2UP ... ......... ...... ...... . 1ST EVERGREEN TREE,TYP. 9Am- ORNAMENTALGRASS 408 EVERGREEN P SEEDtD LAWN,TYP. ;',r ORNAMENTAL P. PiikENNLA&ITY'�. CD ............ ...... ....... SHRUB ..... .... BLDG 3 CD X 7 ORNAMENTAL GRASS NATIVE WETLAND SEED MIX,TYP. BLDG 1 ui ORNAMENTAL TREE,TYP-.�, w .17- .4 Lf) IA 2 QC :L.:: • ....... ........ .......... ORNAMENTAL TREE, Ty ' \ .. `\ P. PLANT SCHEDULE \ �� ,LATIN NA dE COMMON NAME SIZE NOTES R!!LOL.E TR , ST GUEDITSEA TRICAI` E HONEYLOCUST CAL- 11,13.15-ILEA BRANCHING PERENNIALS,TYP. AR ACER RUBRUM'RED SUNSET' 'S NS RED SUNSET MAPLE m3f"CAL� B&B,6'CUEAR BRANCHING OF, QUERCUS PALUSTRIS I PIN OAK 3`-35*CAL. B&B,6'CUEAR BRANCHING SHRUBS,TYP. I AR STAMP ac QUERCUS COCCINEA SCARLET OAK 3'tm3m5l* FLOWERING TREES CALm B&B,G'CUEAR BRANCHING .. ......... CB QUERCUS COCCINEA I SCARLET OAX 31"m3 5ll CAL. B'2 � 6�SL�822IA BRANCHING NY11A'Y LATLA BLACK TUPELO 3"-3.5"CAL B5 6 CLEAR BRANCHIN G PA PLATNU;.TCER11..1 LDNDONF�NE TREE 3-3.5CAL B&B 6'CLEAR BRANCHING .......... GT GLEDITSEA TRICANTHOS'SKYLINE' I SKYLINE HONEYLOCUST 31'm3 5l*CAL. B&B,6'CUEAR BRANCHING UP ULMUS PARVAFOLIA ILACEBARK ELM ........ �L B&B,6-CLEAR BRANCHING SEE SH E ET L3 UA UUMUSAMERICANATRINCETON' PRINCETON ELM B&B,VCLEAR BRANCHING ORNA.ENTAIL TR E ES .................... MILA_C_ H__AUTUMN BRILLIANCE' SERVICEBERRY 8 MULTI-STEM CRO,CANADEN SIS EASTERN R IUD 8.10'TALL B&B,SINGLE AND MULTI-STEM MAGNOLIA 5TEU_ATA STAR MAGNOLIA N 2F ­..... ........ —E --l- 18-10'TALL I B&B,SPECIMEN BETULA NIGRA'HERITAGE' RIVER BIRCH 110-12-TALL I B&B,MULTI-STEM 0 PRUNUS'KWANZAN' FLOWERING CHERRY 18-10-TALL I B&B,SPECIMEN V05 EVERGREEN TREES 1 ABI ES SONC PLANTING PLAN LOR [WHITE FIR 8.10'TALL 7 IN SSTRO 1 EASTERN WHITE PINE 18.10-TALL �CALE SCALE: 1" 20'-0" I PSEUDOTSUGA MENZIES11 I DOUGLAS FIR 110-12-TALL I cp� I PICEA OMOR XA SERBIAN SPRUCE 110-12'TALL I <51 — I r1r0mFMIOMPEORM9 40' 20' 10' 5' 0 2 40' SHRUBS PLANTING- FOR PERMIT ILEX GLABRA IINKBERRY 3'TALL 136"O.C.B&B CORNU5 SERICEA ARCrIC FIRE ARCTIC FIRE DOGWOOD 3.5'TALL 36"O.C.B&B DURING CONSTRUCTION,PROTECT ALL EXISTING SITE FEATURES,STRUCTURES AND UTILITIES. FOTHERGILLA GARDEN 11 [DWARF FOTHERGILLA 3.5'TALL 136"O.Cm B&B 0 PLANTS SHALL BE TRUE TO SPECIES AND VARIETY SPECIFIED AND NURSERY GROWN IN ACCORDANCE WITH THE AMERICAN STANDARD FOR LANDSCAPE HYDRANGEA QUERCiFOEIA OAKLEAF HYDRANGEA 2'TALL 136"O.C.B&B NURSERY STOCK UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.SUBSTITUTIONS WILL BE PERMITTED ONLY PLAN LEX VERTtCIU_ATA WINTERBERRY 1 3'-3.5'TALL 36"O,C,B&B IF APPROVED BY THE LANDSCAPE ARCHITECT. RHUSAROMATICA'GROUOW' [GRO LOW SUMAC 13 GALLON 1 36"O.C.B&B 3.LANDSCAPE ARCHITECT APPROVAL IS REQUIRED BEFORE PLANT MATERIAL 15 PURCHASED.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SEE TAXUS X MEDIA'HICKSII' HICKS YEW 15 GALLON 136"O.C.B&B ALL MATERIAL IN PERSON AT THE NURSERY.IF TRAVEL OUTSIDE OF MA IS REQUIRED,LANDSCAPE ARCHITECTS TRAVEL COSTS SHALL BE PAID FOR BY THE CONTRACTOR. PERENNIALS 4.ALL EXPOSED BURLAP,WIRE BASKETS AND OTHER MATERIALS ATTACHED TO PLANTS SHALL BE REMOVED PRIOR TO PLANTING.CARE SHALL BE TAKEN NOT TO DISTURB THE ROOT BALL OF PLANTS. S.THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER PLANTING. 1 ELHINACEA PURPUREA PURPLE CONEFLOWER 11 GAL 118"D.C.C 6 WHERE DISCREPANCIES IN QUANTITIES OCCUR,DRAWINGS SUPERCEDE PLANT NOTES AND SCHEDULE. RUDRECK JA FULGIDA'GOLDSTURM' B,.EYE SUSAN GAL 118"O.C.CONTAINER 7�TRANSPLANTING SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK I PEROVSK A A.'LITTLE SPIRE' U SPIRE RUSSIAN SAGE GAL 118"O.C.CONTAINER B.LOAM USED IN PLANT BEDS SHALL BE UNIFORM IN COMPOSITION,FREE FROM SUBSOIL,STONES LARGER THAN I",NOXIOUS SEEDS AND SUITABIL FOR THE SUPPORT OF VEGETATIVE GROWTH.THE PH VALUE SHALL BE BETWEEN 5.5 AND&5. vo 9.MULCH IN TREE AND SHRUB BEDS SHALL BE NATURAL,NATIVE HEMLOCK MULCH FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. C.ECIED ORNAMENTAL GRASS SUB MIT SAMPLES FOR APPROVAL ­lp IDLOCATIONS FOR PLANTS AND/OROUTLINE OF AREAS TO BE PLANTED ARE TO BE STAKED OUT AT THE SITE FOR APPROVAL BY THE LANDSCAPE 7 A_L[ IEAN CUM VIRGATUM LHLN_ANDOAH' WITCH GRASS JZ GA 126'O.C.C N R ARCHITECT. AS NOTED SCH!FACH YRIUM SCOPARIUM LITTLE BLUESTEM GA 6"D.C.CONIA!NER 11.SOIL DEPTHS:a.)SHRUBS AND PERENNIAL BEDS:18"MIN,L.)GROUNDCOVER:6"MIN.; .)TREES:PER CONSTRUCTION DETAIL;d.)SOD/SEED: D­ 1PENNISETUMAILOPECUROIDES FOUNTAIN GRASS 12 GAL 124"O.C.CONTAINER e.i 12.PROVE DE A SUBSURFACE ROOTBALL ANCHOR By PLATIPUS EARTH ANCHORS,OR APPROVED EQUAL SIZE FOR CALIPER AND HEIGHT. SHEET 2 OF 5 PLANT SCHEDULE - SYMBOL LATIN NAME COMMON NAME 512E NOTES ^{ SHADE TREES .+ GT GLEDITSEA TRIUNTHOS'SKYLINE' SKYLINE HONEYLOCUST 3"-351CAL B&B 6'CLEAR BRANCHING . Aft ACER RUBRUM'RED SUNSET' RED SUNSET MAPLE 3"3 5'CAL B&B 5'CLEAR BRANCHING QP QUERCUS PALUSTRIS PIN OAK 3"-3 S'CAL. B&B 6'CLEAR BRANCHING O QC QUERCUS COCCINEA SCARLET OAK 3.35'UL. B&B 6'CLEAR BRANCHING. QB QUERCUS COCCINEA SCARLET OAK 3"35'UL B&B 6'CLEAR BRANCHING ¢•\ NS NYSSA SYLVATICA BLACK TUPELO 3'-3 5'CAL B&B 6'CLEAR BRANCHING PA PLATNUS X ACERIFOLIA LONDON PLANE TREE 3"-3 5"CAL. B&B 6'CLEAR BRANCHING GT GLEDITSEA TRICANTHOS'SKVLINE' SKYLINE HONEVLOCUST 3"-3.5"CAL. B&B 6'CLEAR BRANCHING v UP ULMUS PAflVAFOLIA IACEBAflK ELM 3-3.5"UL. B&B 6-CLEAR BRANCHING Y UA ULMUS AMERICANA'PRINCETON' PRINCETON ELM 3'-3.5"UL. B&8 6'CLEAR BRANCHING + J ALTREES RTY LINE nxc"I1c T-1 PROPE " ..... ..,.,.,. 10 PA T NT!AM IER'AUTUMN BRILLIANCE' 2ERVICEBE0.RV 8-30'TALL B&B,MULTI-STEM CERCIS UNADEN515 EASTERN REDBUD 8-10'TAIL B&B,SINGLE AND MVLTI-STEM \ ORNAME 1 UP MAGNOLIA STELLATA STAR MAGNOLIA 8-30'TALL 8&B,SPECIMEN _ I BETULA NIGRA'HERITAGE' RIVER BIRCH ]0-12'TALL B&R,MULTI-STEM I , T` PRUNUS'KWANZAN' FLOWERING CHERRY 8-10'TALI B&B,SPECIMEN EVERGREEN TREES ADES CONCOLOR WHITE FIR 8-10'TALL .�I PILAUS STROBUS EASTERN WHITE PINE 810'TALLTALL ` PSEA OMORIAMENZIE511 SERBIAN SPRUCE 30-12'TALL ... ._.... - 1 UP 11 - . - -- ILEX GLABRA INKBERRV 3 TALL 36 O.C.B&B CORNUS SERICFA'ARCTIC FIRE' ARCTIC FIRE DOGWOOD 3.5'TALL 36"O.C.B&B - _ SHRUBS FOTHERGILLA GARDENII DWARF FOTHERGILLA 3 5'TALL 36"O.C.B&B j: HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 3'TALL 36"O.C.B&B O , I ILEX VERTICILLATA WINTERBERRV 3'-3.5'TALL 36'O.C.B&B O RHOS AROMATICA'GRO LOW' GRO LOW SUMAC 3GAlLON 36"O.C.B&B I � TAXI IS MEDIA'HICKSII' HICKS VEW SGAILON 36"O.C.B&B ....._._. .1. .. ..: PERENNIALS PURPUREA PURPLE CONEFLOWER 7GAL 18"O.C.CONTAINER -..., it RUDBECKIA FULGIDA'GOLDSTURM' BLACK EVE SUSAN ]GAL 18'O.C.CONTAIN PEROVSKIA A.'LITTLE SPIRE' LITTLE SPIRE RUSSIAN SAGE I GAL 18"O.C.CONTAINER TREE,TVP. O REEN .1 ( ORNAMENTALGRASS LJ_ LLJ PANICUM VIRGATUM'SHENANDOAH' SWITCH UASS 2 GAL 36'O.C.CONTAINER SCHIZACHYRIUM$COPARIUM LITTLE BLUESTEM 2 GAl 36"O.C.CONTAINER Q PENNISETUMALOPECUROIDES FOU NTAIN GRASS 2GAl 24"0.C.CONTAINER 4 GT 3 UP �/ - I ORN MENT LTRE,TYP. I L.L- w PLANTING: I O 1,DURING CONSTRUCTION,PROTECT ALL EXISTING SITE FEATURES,STRUCTURES AND UTILITIES. Oa �- - - 2.PLANTSSHALLBE TRUE TO SPECIES AND VARIETY SPECIFIED AND NURSERY GROWN IN ACCORDANCE WITH THE AMERICAN STANDARD FOR OQ EVERGREEN NURSERY STOCK UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.SUBSTITUTIONS WILL BE PERMITTED ONLY O F APPROVED BY THE LANDSCAPE ARCHITECT. ....... O SCREEN ! NAT THE NURSERY.IF TRAVEL OUTSIDE OF MA IS REQUIRED.LANDSCAPE ARCHITECTS TRAVEL COSTS SHALL BE PAID FOR 9 AT HT R OAPP RE ED BEFORE LA T MAT R IS PU CH ED E ARCHITECT ES RYES RIGHT TO ALL MATERIAL N PERSON ROVALI$ QUR P N E JAL R A$ LAR E THER H SEE �J O' SGT THE CONTRACTOR. -- ALL E%POSED BURLAP,WIRE BASKETSANDIOTHER MATERIALS ATTACHEDTO PLANTS SHALL BE REMOVED PRIOR TO PLANTING.CARE SHALL BE a. -- 1GT I TA KEN NOT TO DISTURB THE ROOT BALL OF PLANTS, load voc S.THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER PLANTING. 6.WHERE DISCREPANCIES IN QUANTITIES OCCUR,DRAWINGS SUPERCEDE PLANT NOTES AND SCHEDULE. I 7.TRANSPLANTING SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK. i� 8.LOAM USED IN PLANT BEDS SHALL BE UNIFORM IN COMPOSITION,FREE FROM SUBSOIL,STONES LARGER THAN 1',NOXIOUS SEEDS AND SUITABLE SEEDED LAWN,TYP. I FOR THE SUPPORT OF VEGETATIVE GROWTH.THE pH VALUE SHALL BE BETWEEN 5.5 AND 6.5. 9.MULCH IN TREE AND SHRUB BEDS SHALL BE NATURAL NATIVE HEMLOCK MULCH FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. SUBMTSAMPLES FOR APPROVAL • "' - EVERGREEN;' '" - ''`' -' "'_- " -- "'• """"""' -""' ` "' "' -"-"'- ""' lO.LOCATIlONS FOR PLANTS AND/OR OUTLINE Of AREAS TO BE PLANTED ARE TO BE STAKED OUT AT THE SITE FOR APPROVAL BY THE LANDSCAPE AICHITEL TREE TYP. SOIL DEPTHS:a,)SHRUBS AND PERENNIAL BEDS:18"MIN.;b.)GROUNDCOVER 6"MIN.;c.)TREES:PER CONSTRUCTION DETAIL;d)SOD/SEED: STAMP 12.PROVIDE A SUBSURFACE ROOTBALL ANCHOR BY PLATIPUS EARTH ANCHORS,OR APPROVED EQUAL SIZE FOR CALIPER AND HEIGHT. fLOWER)NG ,/ EVERGREEN SHRUBS,TYP. ' `a -��R�Im PERENNIALS,TYP. GRASS PAVERS,TYP. �< SUA / O IIII IBBIIIhIIIIW BLDG 7 ..; Vll�LLll Os\ ORNAMENTAL TREE,TYP. I - / \ \\ O POOL SEEDED LAWN,TYP. IT \.. _ .•A' \PUBS './ 1GT ... EVERGREEN TREES,TYP. SHRUBS REE-�N� - FOR PERMIT / / >fx• "SEE SHEETLQ LANDSCAPE � PLANTING PLAN 1 SCALE:1"=20'-0" C.eI.e moijp L ^//SCALE: 1" = 20'-0" L v� i ePi ® r 40' 20' 10' 5' 0 20' 40, SHEET 3 OF 5 . - weo:aiu/zo,e SMLATH NAME COMMON NAME I 52E NOTES _.....� GT Do REE GLEDITSEATRICANTHOS SKYLINE' SKYLINE HONEYLOCUST 3!-3 5"CAL B&B 6 CLEAfl BRANCHING _ SE 5'CAL. B&8 6 CLEAR BRANCHING•/ /�. AR ACER RUBRUM'RED RED SUN � ! _l: '.l �EIT.E� QP QUERCUS PALUSTRISSU PIN OAK SE u 1 0 TM 1�� // / ''. ..4 ✓ 5 NSCOCCINEA SCARLET OAK 3"-3.5"CAL. B&B.6'CUEAR BRANCHING QB QUERCUS COCCIN SCARLET OAK 3'35'CAL B&B 6'LLEAR BRANCHING MAPLE 1 PERENNIALS,TVP , : /,i / _t tiZ : _ NS NYSSA SVLVATICA EA BLACK TUPELO 3'3 5"CAL B&B 6 CLEAR BRANCHING / 12: PA PIATNUS%ACERIFOLIA LONDON PIANETREE 3"3.5"CAL B&B 6'CLEAR BRANCHING +'PERENNIALS,TVP. _ -T — GT GLEDITSEA TRICANTHOS'SI(YLINE' SKYLINE HONEVLOCUST 3"-3.S'CAL B&86'CLEAA BRANCHING ORNAMENTAL % , Gam' _ ORNAMENTAL TREE,TYP.. UP ULMUS PARVAFOLIA LACEBARK ELM 3'3.5"CAL. B&B 6'CLEAR BRANCHING GRASS,TYP. % - X LTA ULMUS AMERICANA'PRINCETON' PRINCETON ELM 3'3.5 CAL. B&B G CLEAR BRANCHING j j / - — ORNAMENTALTREES r+x osrn vt.nnr��.ir i�nr _ F AMELANCHIER AUTUMN BRI"LIANCE' SERVICEBEflRV B-10'TALL B&B,MULTI ST-M / �/ I \' CERCIS CANADENSIS EASTERN BE 8-10'TALL B&B,SINGLE AN D MULTI-STEM ..i+ tlW-'J' EVERGREEN >/ MAGNOLIA STELIA'5 $TAR MA 8-10'TALL B&B SPECIMEN OLIA SHRUBS,TVP // - 10 GT r -"" -'� BETULA NIGRA'MERITAGE' RIVER BIRCH 30-1T TALL 8&8,MULTI-STEM .;.PERENNIALS,TYP - \ I PRUNUS'KWANZAN' FLOWERING CHERRY 8.10'TALL B&B,SPECIMEN ORNAMENTAL EVERGREEN TREES GRASS,TYP 2 GT ABIES CONCOLOR WHITE FIR B10 TALL y 6 AR •X 1 AJ _ ' PILAUS STROBU$ EASTERN WHITE PINE 8 10'TALL F I — - PSEUDOTSUUA MENZIE511 OOUGLAS FIR 10-12 TALL — PICEA OMORIKA SERBIAN SPRUCE ID12'TALL \ 3 QC 'SHRUB$ .C ..`.'.v`. ..' ORNA�•1ETJTAL.'.TREF$, - '. `\ NATIVE MIX,IYP. _ R US 5 RICEA'ARR ARCTIC FIRE DOGWOOD 3.54 TALL 36'O C B&B \ FOT IC FIRE' D MERGILLA 6ARDENII DWARF FOTHERGILLA 3.5'TALL 36"OC B&B O TIVE WETLAND �'.. ORNAMENTAL GRASS,TVP. ,` _ ,� ,- HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 3'TALL 36"O.C.B&B O ILEX VERTICILLATA WINTERBERRY 3'-3.5'TALL 315 HEB&B r RHUS AROMATICA'GRO LOW' GRO LOW SUMAC 3 GALLON 36 O.C.B&B TAXU5 X MEDIA'HICKSII' HICKS VEW 5 GALLON 36'O.C.B&B V, ORNAMENTALTREE TYP. `'a .. PERENNIALS O ;. .. ECH NACEA PURPUREA PURPLE CONEFLO 1 GAL 18'O.C.CONTAINEfl RUDBECKIq FULGIDA'GOLDSTURM' BLACK EVE SUSANWE 1 GAL 18'O.C.CONTAINR R PEROVSNIA A.'LITTLE SPIRE' LITTLE SPIRE RUSSIAN SAGE 3 GAL 18'O.C.CONTAINER SEEDED LAWN,TYP - - L GRASS ,, •• _ PANICUM VIRGATUM$HENA $WITCH GRASS 2GAL 3fi O.C.CONTAINER A NDOAH' " \ \- \ NT SCHI2ACHYRIUM SCOPARIUM LITTLE BLUESTEM 2 GAL 36"O.C.CONTAINER vNAMENiAL.GRA55,; I ` ' ":'— ._"" ,�-' PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 2GAL 26"O.C.CONTAINER Q ORNAME ' � W ..... y ' B L D G 2 SHRUBS,TYP... _ PLANTING- CT ALL EXISTING SITE FEATURES,STRUCTURES AND UTILITIES. PLANTSSHOANL BE RUDE TO SPECIES AND VARIETY SPECIFIED AND NURSERY GROWN IN ACCORDANCE WITH THE AMERICAN STANDARD FOR DURING 2 NUR ERY STOCK UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.SUBSTITUTIONS WILL BE PERMITTED ONLY • v .QRNAM€NTAL, A IF APPROVED BY THE LANDSCAPEARCHITECT. v' TREES TYP. 3 IL LANDSCAPE ARCHITECT APPROVAL IS REQUIRED BEFORE PLANT MATERIAL S PURCHASED.LANDSCAPE C RESERVES THE RIGHT G - PERENNIALS P. ALL MATERIAL IN PERSON AT THE NURSERY.IF TRAVEL OUTSIDE OF MA R REQUIRED,LANDSCAPE ARCHITECT'S TRAVEL COSTS SHALL BE PAID TY ID FOR EVERGREEN x ' BY THE CONTRACTOR. / SHRUB, ALL EXPOSED BURLAP WIRE BASKETS AND OTHER MATERIALS ATTACHED TO PLANTS SHALL BE REMOVED PRIOR TO PLANTING CARE SHALL BE TYP i t't _ 4 TAKEN NOT TO DISTURB THE ROOT BALL OF PLANTS. -. BUA E. THOROUGHLY WATER ALL PLANTS IMM EDIATELV AFTER PLANTING. NT NOTES AND SCHEDULE. 6.WHERE DISCREPANCIES IN QUANTITIES OCCUR, i I I 7.TRANSPLANTING SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN TANDARD FOR NURSERY STOCK. � 8.LOAM USED IN PLANT BEDS SHALL BE UNIFORM IN COMPOSITION,FREE FROM SUBSOIL,STONES LARGER THAN 1",NOXIOUS SEEDS AND SUITABLE i FOR THE SUPPORT OF VEGETATIVE GROWTH.THE pH VALUE SHALL BE BETWEEN 5.5 AND 6.5. 9 SUBMIT T N TREE AND SHRUB BEDS FOR APPROVAL.SHALL BE NATURAL,NATIVE HEMLOCK MULCH FREEF GROWTH OR GERMINATION INHIBITING INGREDIENTS. >' 5' EYER REENREE$ .P R PLANTS AND/OR OUTLINE OF AREAS TO BE PLANTED ARE TO BE STAKED OUT AT THE SITE FOR APPROVAL BY THE LANDSCAPE STAMP sr A . •' I 1o.L ocnno�Fo H5.a.)SHRUBS AND PERENNIAL BEDS.18 MIN.,b.)GROUNDCOVER.6 MIN.; TREES:PER CONSTRUCTION DETAIL,d.)SOD/SEED. r 12.P OIVIDE A SUBSURFACE ROOTBALL ANCHOR BY PLATIPUS EARTH ANCHORS,OR APPROVED EQUAL.SIZE FOR CALIPER AND HEIGHT. ARNAMENTALTREES,TYP.. PERENNIALS .� 13 QP TYP ' 1ST STREET ORNAMENTAL Dale .......... -i '< - ........_ ......... ..__.._..... ._.._. . ............ ... .. ...._.. _. ........._ ___..... ...... ...... , ° FOR PERMIT I J LANDSCAPE PLAN PLANTING PLAN 1 SCALE:1"=20'4" SCALE: 1" = 20'-0" L L 3 SHEET 4 OF S 40' 20' 10' 5' 0 20' 40' ELANT SCHEDULE SYMBOL SYMBOL L _ SHADE TREES AT \\ .. T QRIVAINIENTAL ... ... ._ GT GLEDTSEA TRICANTHOS'SKV SKYLINEOHONEVLOC 33,5"CAL. B&B VCLEAR BRANCHING .`. FEE,TYP. I • - ,. �: AR ACER RUBRUM'RED SUNSET' RED flE05UN5ET MAPLE UST 3"-3.5"CAL NOB&B fi'CLEAR BRANCHING O r �• F. ' ' .' - -- -" STRIS PIN OAK 3°-3.5"CAL B&B 6'CLEAR BRANCHING I CCINEA SCARLET OAK 3"-3.5"CAL. B&B 6'CLEAft BRANCHING ac auencusco „ QB QUERCUS COCCINEA SCARLET OAK 3 35 CAL. CLEAR BRANCHING NS NVSSA SYLVATICA BLACK TUPELO 3"-3.5"CAL. B&B 6'CLEAR BRANCHING / Y I E$HEFT l2 z II //'"�,' - PA PLATNUS%ACERIFOLIA LONDON PLANE TREE 3"-3.5"CAL. B&B 6'CLEAR BRANCHING u_ 1 I.;J SE ° II ;� �I I I � III GT GLEDITSEATRICANTH05'5KYLINE' SKYLINE HONEYLOCUST 3"-3.5"CAL. B&B 6'CLEAR BRANCHING UP ULMUS PARVAfOIIA IACEBARK ELM 3"-3.5"CAL. B&B 6'CIEAfl BRANCHNG \`c j UA ULMUS AMERICANA'YRINCETON' PRINCETON ELM 3"-3.5"CAI. B&6 6'CLEAR BRANCHING 1UA "I " ORNAMENTAL TREES zuu osrnrE•nex eEe.unE - • CEPCS CAN EASTERN REBUD 8-10'TALL B&B,SINGLE AND MULTI-STEM N BRILLIANCE' $TELLATA STAR MAGNOLIA 8-30 TALL I 8&B.SPECIMEN 7 BETULA NIGRA'HERITAGE' RIVER BIRCH 10-12 TALI 1 B&B,MULTI-STEM PRUNUS'KWANZAN' FLOWERING CHERRY 8-30'TALL I B&B,SPECIMEN .. ..\ 7GT; -\ \\: EVERGREEN TREES ABIES CONCOLOR WHITE FIR NO .10'TALL :• IN TRO�US L l EASTERN WHITE ALL TALL EVERGREEN TREE, P. T,. -� PICEA OMO GASMEN DO BGAN�SPRUCEPIN FIR I 80102?TALL .. /: � - ... ....::. .: , ... SHRUBS SM/, �� EVE S 7Y EVERGREEN TREES .__ - - ILEX GIABRA INKBERRY 3'TALL 36"O B.C. &B CORNUS SERICEA'ARCTICFIRE ARCTICFIRE DOGWOOD 3.5'TALL 36"O.C.B&B ... ... .... ... A W Q : -.. YDRANGEA X - - ILEEXVERTICI LATp OEFOL yy NTERBE 3 35uTAl 36°OC B&B 2 UA _� RHU$AflOMATICA'Gfl0 OW' GRO LOW SUMOAKUEAF RACGE 3,GALLONL 36 O.C.B&B --' - '" '' r -O' TAUS%MEDIA'HICKSII' HICKS YEW SGALLON 36"O.C.B&B.. .. SHRUBS,TYP. Q PERENNIALS CD 3 UA ECH U.INACEA PURPUREA PURPLE CONEFLOWER 1 GAL 18 O.C.CONTAINER ORNAMENTAL GRASS.. r ,TYP / / LGIDA'GOLD " +, `� - --- - ----- - - I - - PEROVSKIA AULITTLE SPIIRE'STUR BLACK SPIRE R SSIAN SAGE 1 GAL 18"O.C.CONTAINER (� ._., e "........ ........ GRASS PAVERS,TYP. ORNANIEMAL TR -�� �,.,. __. ,:' * � ORNAMENTAL GRASS - - M' \ TREES TYP. :{ PERENNIA � - W�"RRNAMEANLTA NIS, P. ! _ PANICUM VIRGATUM'SHENANDOAH' SWITCH GRASS 2GAL 36"O.C.CONTAINER HRUB,TYP. OO SCHIZACHVRIUM SCOPARIUM LITTLE BLUESTEM 2 GAL 36'O.C.CONTAINER 5 / - I PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 2 GAL 24"O.C.CONTAINER Q ` BLDG 6 SEEDED AWN,TYP. g LU PLANTING: •� _� L DURING CONSTRUCTION,PROTECT ALL EXISTING SITE FEATURES,STRUCTURES AND UTILITIES. I - 2.PLANTS SHALL BE TRUE TO SPECIES AND VARIETY SPECIFIED AND NURSERY GROWN IN ACCORDANCE WITH THE AMERICAN STANDARD FOR (n NURSERY STOCK UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF HE PROJECT.SUBSTITUTIONS WI ILL BE PERMITTED ONLY LANDSCAPE BY ARCHITECT LANDSCAPE OVAL IS HITECT. 1" 3.WNDSCAPE ARCHITECT APPROVAL IS REQUIRED BEFORE PLANT MATERIALIS PURCHASED.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SEE I A ALL MATERIAL IN PERSON AT THE NURSERY.IF TRAVEL OUTSIDE OF MA IS REQUIRED,LANDSCAPE ARCHITECT'S TRAVEL COSTS SHALL BE PAID FOR BY THE CONTRACTOR. 4.ALL EXP05ED BURLAP,WIRE BASKETS AND OTHER MATERIALS ATTACHED TO PLANTS SHALL BE REMOVED PRIOR TO PLANTING.CARE SHALL BE TAKEN NOT TO DISTURB THE ROOT BALL OF PLANTS. 5.THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER PLANTING. - ..._. 6.WHERE DISCREPANCIES IN QUANTITIES OCCUR,DRAWINGS SUPERCEDE PLANT NOTES ANDSCHEDULE. BLDG 5 _ _ _ 7.TRANSPLANTING SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK. I J 8.LOAM USED IN PLANT BEDS SHALL BE UNIFORM IN COMPOSITION,FREE FROM SUBSOIL.STONES LARGER THAN I",NOXIOUS SEEDS AND SUITABLE FOR THE SUPPORT OF VEGETATIVE GROWTH.THE pH VALUE SHALL BE BETWEEN 5.5 AND 6.5. 9.MULCH IN TREE AND SHRUB BEDS SHALL BE NATURAL,NATIVE HEMLOCK MULCH FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. ' SUBMIT SAMPLES FOR APPROVAL. lO.LOCATIONS FOR PLANTS AND/OR OUTLINE OF AREAS TO BE PLANTED ARE TO BE STAKED OUT AT THE SITE FOR APPROVAL BY THE LANDSCAPE ll SOIL DEPTHS:a.) RUBS AND PERENNIAL BEDS,18 MI ROUNDCOVER.6 MIN.;c)TREES:PER CONSTRUCTION DETAIL; D d)SO/ ED. AMP 12.PROV DE A SUBSURFACE FOOTBALL ANCHOR BY PLATIPUS EARTH ANCHORS,OR APPROVED EQUAL.SIZE FOR CALIPER AND HEIGHT.Ni EN SHRUBS • .. .. ,, ., �. EVERGRE r; 9 PA 7-Q I :.' 1ST STREET 20 QP PLANTING PLAN J state:1°=zo-o FOR PERMIT LANDSCAPE PLAN SCALE: 1" = 20'-0" L 4 n,,ahr .I .E . 40' 20' 10' 5' 0 20' 40' ' SHEET 5 OF 5 1 t _ Segaerrchitects, inc 10 Derby Square, Suite 3N, Tra ers Wa Salem, Massachusetts 01970 Telephone: 978-744-0208 www.s"erarchitects.com � Way, � �� � � PROJECT ARCHITECT Tr r4 First5 aes Owner . DRAWING INDEX T,�wattt /� NortMact 11iIy in p+ Car[n+w GnMM Y p r 1Vtvi laalxrt SHEET DESCRIPTION PEVISION LOG Peter Lutts & Pavel Espinal ARCHITECTURAL �, R �;f SEAL Winter Street, COVER COVER SHEET era • Salem MA 01970 A-1 TYPICAL FLOOR PLANS BUILDING 1 & 2 o� A-1A TYPICAL FLOOR PLANS BUILDING 3 & 4 A-2 TYPICAL RESIDENTIAL FLOOR PLANS A-3 STREET ELEVATIONS , '_ 0 •,^ ti A-4 ELEVATIONS tfr�. 1'J Mexx Archwect' A-5 ELEVATIONS f � Y A-6 ELEVATIONS d Pr&nm R-1 INTERIOR ELEVATIONS O Record M-1 MATERIALS ' 's 4 � M-2 MATERIALS Seger Architects, Inc. 4 rwrot 10 Derby Square, Suite 3N .k y F. Salem, MA 01970 � „ .. ap NOMhrfetAtrmdS++.atnQ � Phone: 978-744-0208 r °� s • N LOI Locus Plan OF PRTOOJ CT SCALE: KTA PROJECT CONSULTANTS I 40 First Street and a 45 Trader's Way y Salem, MA PROJECT INFORMATION Peter Lutts and Pavel Espinal Winter Street Salem, MA OWNER INFORMATION i i J No. Description Date PROJECT REVISIONS Job No.: 2018 Date: March 12,2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright©by Seger Architects,Inc. All ngh reserved. RECEIVED D AUG 3 0 2018 Title Page ' DEPT. OF PLANNING g, COMMUNITY DEVELOPMENT PLANNING B G.A R L. SHEET NAME APPROVED i Cover SITE PLAN SHEET NO. 8729-20W P tmtrtg Se e architects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 TeleP hone. 978-744-0208 www.segerarchitects.com Y PROJECT ARCHITECT v _ J 2 BR 2 BR 1 BR 2 BR 1 BR 2 BR 2 BR LO o SEAL 1 BR 2 BR 2 BR 2 BR 1 BR 2 BR 2 BAl 137'-0" 137'-0 • South Residential/ Retail Buildi• •ng #1 South Residential/ Retail Building #2, Type 2 - Typical Floor Plan , - o i Type 1 Ty Floor Plan l L - J 2 BR 2 BR 1 BR 2 BR 2 BR 1 BR 2 B R 2 BR PROJECT CONSULTANTS o o LO ° 40 First_Street and 2BR 2BR 2 BR 1 BR 1 BR 2 B R 45 Trader's Way 2B 2 BR Salem, MA - t .y -. 137-0 y 137 0 . PROJECT INFORMATION n Floor Plan South Residential/ Retail Building #2, Type 2 - Second Floor Plan South Residential/ Retail Budding #1 , Type 1 - Second Peter Lutts`and Pavel Espinal Winter Street Salem, MA ER INFORMATION OWN ; v v LOB Y BBY M. RETAIL 2 BR 1 BR T. T. 1 BR r 2 BR RETAIL No. Description Date n PROJECT REVISIONS T. T. Job No.: 2018 i I� T. Date: March 12,2018 T. I T. Scale: As Noted T. — Designed By: DR I Drawn By: DR,SL I Y RETAIL 2 BR M. Checked B : JAS 'RETAIL � — ,. Y -. 2 BR 2 BR 2 BR M. - Approved B . JAS pp Y I I. h b Seger Architects Inc. CopYrig t® y g , I All rights reserved. I ' M 137'-0" 137-0 2 - Fir Floor Plan North Residential/ Retail Building #1 , Type 1 First Floor Plan North Residential/ Retail Building #2, Type First ARECE UG 30 Zola I A OF PLANNING SHEET NAME (,OMMUN0' DEVELOpMr; SHEET NO. k 8-29-2018 Planning Board . Segaerrchitects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com 2 BR 1 BR 2 BR 2 BR PROJECT ARCHITECT Q o V iO co 2 BR 2 BR 1 BR r e 2 BR 2 QQ SEAL V 2Q V l 143'-6" 2 QQ V ' l Building3 & 4 combined Type 5 - Typical 2nd, 3rd and 4th Floor Plan 2 (combined) Yp Yp e r e 158�5" 155'-9" 2 Q V l - J 2 BR 1 BR 2 BR 2 BR PROJECT CONSULTANTS o V 40 First Street r 2 BR 2BR 1 BR LobbyB and �2 BR 2 45 Traders, Way 8 2 Ig Salem, MA B 143'-6" 2 Q ,g Building 3 & 4 (combined) Type 5 - First Floor Plan 2 ) Yp e y PROJECT INFORMATION Peter Lutts and 155—9 Pavel Espinal 0 Winter Street Salem, MA 2 Q OWNER INFORMATION V lgg�5. n No. Description Date in 58 VQhI^IQ parking PROJECT REVISIONS Job No.: 2018 Date: March 12,2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright©by Seger Architects,Inc. Building 3 & 4 (combined) Type 5 - Garage Plan All rights reserved. O SHEET NAME Aml a SHEET NO. 8-29-2018 Planning Board e gaerrch i tects inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com 2 B PROJECT ARCHITECT 2 BR 1 BR 2 BR 2 BR F BR °--a 1 BR 2 BR 1 BR 2 BR 1 BR R 1 BR i � o CLO E: 2 BR 1 BR 2 gR SEAL 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR 2 BR I I I E 137'-0" ,os-n• Residential Building #3,4 & 7, Type 3 - Typical Floor Plan Residential Building 5 & 6, Type 4 - Typical Upper Floor Plan j Building Type 4 - Penthouse Floor Plan 2 BR °---a 1 BR 2 BR 1 BR 2 BR J RCD 2BR 1 BR 2 BR 2 BRU ILO C, LO 2 BR 1 BR 2 BR 1 BR c� PROJECT CONSULTANTS 2 BR 2BR 2 BR 1 BR __j 9L ,W� 40 First Street 2 BR Residential Building5 & 6 Type 4 - Second Floor Plan n � Yp and 45 Trader's Way 13T-0" v Salem, MA Residential Building #3,4 &7, Type 3 - Second Floor Plan LOBBY 2 BR °-0 1 BR 1 BR 1 BR 2 BR PROJECT INFORMATION p� Peter Lutts and Pavel Espinal ' Winter Street J-L L, Salem, MA J ` 10 OWNER INFORMATION LOBBY 2 BR � 1 R 2BR 2 BR 2 BR BR 2 BR 1 BR 2 BR 0 ,�s-o• No, Description Date CD Residential Building #5 & 6, Type 4 - First Floor Plan PROJECT REVISIONS Job No.: 2018 1 BR I Date: March 12,2018 2 BR 2 BR Scale: As Noted I 2 BR Designed By: DR Storag e/ Drawn By: DR,SL Checked By: JAS 137'-0" Support Approved By: JAS °- Copyright©by Seger Architects, Inc. Residential Building #3,4 & 7, Type 3 - First Floor Plan 0nj All rights reserved. LO AmenitySpace SHEET NAME 155'-0" A=2 Residential Building # 5 & 6, Type 4 - Basement Floor Plan SHEET NO. 8-29-2018 Planning Board Segaerrchitects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT STANDING SEAM METAL CLADDING HOUSE 1 30 YR ASPHALT SHINGLES AT INFLL DORMERS BRAKE METAL ALUMINUM FASCIA TYP. BRAKE METAL ALUMINUM FASCIA TYP. HOUSE I HOUSE I STANDING SEAM METAL CLADDING AT NELL DORMERS ALUM.CLAD WOOD VANDOWS ALUM,CLAD MV00 WINDOWS — ' illl � —•, Ili11111� ill�ll� I� II i CEMEMTITIOUS CUPBOARD SIDING CEMEMTITIOUS CLAPBOARD SUING e I ,"" .-. fDAENTITIOUS PANEL I FWRhI SEAL 41�..t .w,IL ... '• Fej'r' � ..� _ '.,.g -_. � I -On - b PAINTED GALVANIZED STEEL PANTED GALVANIZED STEEL. -- >c,.. BALCONIES AND RAILS WA ,"IM " BALCONIES AND RALS �. -- - THIRD f J � I wr3 t — ;. _._ PANTED GALVANIZED STEEL PAIN VANITAL - . 5 _. .s. -., .,r ,s.. 't.. �>, _:. - '•:: ,.>: CANOPY WITH METAL FASCIA ,. Thlyd Ploor - I e:. CANOP N1TIi METAL FASCIA _ --- -- --- 5 ROOF =- -" AND RANE ROOF — ---- sEDWD FLooR --_ ,, _:. - � ", �`�] = ——= �� I -- — I --- _= =— Av F MIN 111 4-1 :. FlA1 HEIGHT ALUM.STOREFRONT WINDOWS =— - FlLL - `^ a .,. I -.I-..w,a:...:a.�:r,,.r.la•:mr �• -� � _ �t, • I f;._'.� FLOORI,.:�,::..>4?....-.r;... ...ry. ... �¢ .�.. Flat Fber CEMENTIBOUS DUTCH"LAP T EXPOSURE SUING AT BASE - -- -- '. RNall Flea RETAIL CLUBHOUSE : TRADER'S WAY STREET ELEVATION PROJECT CONSULTANTS HOUSE 1 r STANDING SEAM METAL CLADDING HOUSE I HOUSE 1 BRAKE METAL ALUMINUM FASCIA TYP. _ 40 First Street or ALUM.CUD WOOD WINDOWS - - and __— _- - - -- _ _.. _ — .. _ �" .,. � CE1dEMTITIWS CLAPBOARD SOLING - � -- — t;; -_ ,.. : A 45 Trader's Way -r-a�.�'.asas .r.� V] FOURTH ------------- FLOOR � � --.-- -=_. _. a ..._ - __- Salem, MA - - _ - - ZED STEEL - -- W x'i e r €b a ---- -- --- -' __ - I -__ `-�. ._ .,. --- .v;� -- •_-___ .: ''.... __-__ ,3 .... z _.__.._. _.______-_ ? _-_ ___ _- T... :- _ +:: .w �- BALCONIES A RAILS — THIRD FL -- _ Y, — - - 4, -' -- I - .. ^< _.__ t _ P _ = C�- _ J _- LEI SECOND FLOOR --- -- PROJECT INFORMATION Al r and _ � � rx .€� Peter Lutts a --TM h .,' + --'---__ � '�, —LJ LEI-- �� ,e.. i g - - - _- FlRS _ Pavel Espinal CEMENTITIOUS DUTCH SHIPUP 7'EXPOSURE ��:I".r o,« Winter Street Salem, MA OWNER INFORMATION 1 PARTIAL FIRST STREET ELEVATION No. Description Date PROJECT REVISIONS �t Job No.: 2018 Date: March 12,2018 Scale: As Noted nueec sui r*r a ww ax¢ierK nwrr rw,tn. _ Designed By: DR — - _ _ Drawn By: DR,SL Checked By: JAS P%P I °r - -- Co provEll r * - -_ — ""' -- - a ght©by Seger Architects,Inc. ��II� v All rigrihts reserved. LL-t -� lul - - ---J—.-_-� manure enp.wer r oroia arw of ua PROPERTY LINE FIRST STREET ELEVATION SHEET NAME Aria /61=3 SHEET NO. 8-29-2018 Planning Board Se er ga rchitects inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT STANDING SEAM METAL CLADDING HOUSE 1 01 AT INFILL DORMERS a BRAKE METAL ALUMINUM FASCIA TYP. —_----- — -- — ALUM. CLAD WOOD WINDOWS [Ell CEMEMTITIOUS CLAPBOARD SIDING SEAL CDpil ® ® El — I • __Li FOURTH FLOOR r , PAINTED GALVANIZED STEEL BALCONIES AND RAILS a f THIRD FLOOR 77 o • PAINTED GALVANIZED STEEL i ■ ■ ® - • ® ® • CANOPY WITH METAL FASCIA AND MEM MEMBRANE ROOF [P] RI 1 '. SECOND FLOOR 141 -- 4 . cli Li � FULL HEIGHT ALUM. STOREFRONT WINDOWS Ell El 0 — — - .• w •.+ ! we µ •!~ FIRST FLOOR_ a • a CEMENTITIOUS DUTCH SHIPLAP 7" EXPOSURE SIDING AT BASE PROJECT CONSULTANTS RETAIL 40 First Street and Prototype F ront/ v � n 45 Trader's Way E a at o Salem, MA HOUSE 1 PROJECT INFORMATION Peter Lutts and 30 YR ASPHALT SHINGLES Pavel ESpinal Winter Street Salem, MA BRAKE METAL ALUMINUM FASCIA TYP. j OWNER INFORMATION I ALUM. CLAD WOOD WINDOWS -- -_ CEMEMIITIOUS CLAPBOARD SIDING A - 1 ---- sFourth Floor - ---- Lj No. Description Date PROJECT REVISIONS i_ PAINTED GALVANIZED STEEL BALCONIES AND RAILS PP — --- Job No.: 2018 ____ Date: March 12,2018 Third FI - _ _ Scale: As Noted PAINTED GALVANIZED STEEL - --- -- - ----_.--- - -- Designed By: DR CANOPY WITH METAL FASCI 1 AND MEMBRANE ROOF - - - _— _ Drawn By: DR,SL _ _----- — Checked By: JAS Lj 10 L3 0 U • Approved By: JAS 0111 Copyright©by Seger Architects, Inc. Se on loot All rights reserved. FULL HEIGHT ALUM. STOREFRONT WINDOWS x t it I First Floor •. % w i Retail SHEET NAME PrototypeTypical End Elevation A=4 SHEET NO. 8-29-2018 Planning Board eger architects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT 30 YR ASPHALT SHINGLES i BRAKE METAL ALUMINUM FASCIA TYP. HOUSE 1 HOUSE 1 01 STANDING SEAM METAL CLADDING AT INFILL DORMERS I ALUM. CLAD WOOD WINDOWS a t CEMEMTITIOUS CLAPBOARD SIDING - ----- -- s SEAL CEMENTITIOUS PANEL j , PAINTED GALVANIZED STEEL BALCONIES AND RAILS Fourth Floor , =L - :n - LJ Y � r — I O -.— .. PAINTED GALVANIZED STEEL CANOPY WITH METAL FASCIA Third Floor AND MEMBRANE ROOF 41 �. ' co _-- ❑ ❑ _- O 0 [3 11 =M . 01 13 DO ,Second Floor F xF FULL HEIGHT ALUM. STOREFRONT WINDOWS wok ,,_�„ �. aka'as r,r � ❑ ❑ �. AIB LH r_-- First Floor _ sa 0 _ j Retail Floor PROJECT CONSULTANTS 40 First Street and Prototyperont/ Elevation 45 Trader's Way Salem, MA HOUSE 1 1001 HOUSE 1 70, PROJECT INFORMATION Peter Lutts and Pavel Espinal Winter Street 30 YR ASPHALT SHINGLES Salem, MA OWNER INFORMATION BRAKE METAL ALUMINUM FASCIA TYP. ALUM. CLAD WOOD WINDOWS - CEMEMTITIOUS CLAPBOARD SIDING = ❑ ❑ ❑ -- - I No. Description Date � - r PROJECT REVISIONS ,.Fourth Floor ;kll;;: -_ - QQQF-- 4"! N-2 ---- Job No.: 2018 PAINTED GALVANIZED STEEL ;� --- _ - ----- --- --- Date: March 12,2018 s BALCONIES AND RAILS ® ■ _ ��� - -- ____ -- ------ Scale: As Noted tv Designed By: DR TIE10 !Third�Fl Drawn By: DR,SL PAINTED GALVANIZED STEEL _ _ - ------------- -- _ - ,: CANOPY WITH METAL FASCI - _ - -__ - r`_ .. < Checked By: JAS AND MEMBRANE ROOF -: -- -- - - ® ■ ■ - ❑ ❑ ■ Approved By: JAS ❑ ❑ ❑ tEl Copyright©by Seger Architects, Inc. All rights reserved. 1:1 El 0 A412 Se on loor _ - -_- - - ' 3 FULL HEIGHT ALUM. STOREFRONT WINDOWS ' El First Floor Retail Floor - SHEET NAME Prototype Typical End Elevation End Elevation Traders and First Street A=5 SHEET NO. 8-29-2018 Planning Board . -1 : � eger i architects, inc� ! I I 'S i i II . ; ! 1 0 Derby Square, Suite 31% i 0400.10sawor! ! i -,:;-, I Salem, Massachusetts 01970 1 -, --, . I ___ . � � .. I I !!��_ I I I ! - ; . F-OW-011-0-0--11111-,� I � Telephone: 978-744-0208 1 E� 0 ! , :ill, 00 , jj,,,F`�� ,� I 105porusp �" c, 1, i .,. ,_ -1 , - '-, _;�_�11 ­- , t,�; � I � . � .'''11100 , _11#� '. . 1 . � 11 . - I www.segerarchitects.com i 11 ,011, .- � 1. ��_'.��z�Ili�i�-___� 1. _` i, I I . I . - - I I �,, .��.__ I '''111' ' � .,�­ - __4 ; `v"i - I I ".. I - 11P..."I ,,,,-'I,, 11 I—. I � 11 11 I'll -1, 4� rs I I - III ,­ I ;�,,O- ,", � .I PROJECT ARCHITECT . I I-, -.:�� � � -i;"- I - II,,- - . IF � I . � -W, -.,I , - - J�4 . � � . . , . ."I - . 14 11 §� . I 11 , .110 1. 11 " ` . -Z 1, - . 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[ SHEET NO. 8-29-2018 Planning Board Se le r . gtects,archlInc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT m . eta SEAL f g, t r I i s # i R +RwNs a , C1 5 sold s rcite.ly TYPICAL WINDOW TYPICAL RAIL AT EXISITNG ROOF CEMENTITIOUS PANEL SAMPLE PROJECT CONSULTANTS 40 First Street and 45 Trader's Way - Salem, MA PROJECT INFORMATION Peter Lutts and Pavel Espinal Winter Street Salem, MA OWNER INFORMATION � t kl � 3: No. Description Date PROJECT REVISIONS Job No.: 2018 Date: March 12,2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright©by Seger Architects, Inc. All rights reserved. Materials Board TYPICAL ALUMINUM COPING (COLOR TO BE SELECTED) CEMENTITIOUS CLAPBOARD SAMPLE SHEET NAME M =1 SHEET NO. 8-29-2018 Planning Board Segae r rchitects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com �r PROJECT ARCHITECT it y { i SEAL d% P - Rr+ryar u p, ax _. rv" — PROJECT CONSULTANTS TYPICAL INSET BALCONY WITH RAILING 40 First Street and 5Trader's Way - Salem, MA r p S r n PROJECT INFORMATION , Peter Lutts and . < Pavel Espinal '. Winter Street Salem, MA OWNER INFORMATION r s . "' No. Description Date PROJECT REVISIONS i Job No.: 2018 " - Date: March 12,2018 Scale: As Noted : Designed By DR Drawn By: DR,SL � Checked By: JAS _, at a. Approved By: JAS Copyright©by Seger Architects, Inc. All rights reserved. am PF 7 x Materials Board SHEET NAME FLUSH PANEL IMAGE - SAMPLE M =2 SHEET NO. 8-29-2018 Planning Board �1------PLAN INDEX INDEX LOCUS MAP V) w Q U I SCALE:1 1000'± S ND A� � oN SHEET DESIGNATION DRAWING SHEET '�`GH� J� H _ Z �, ¢� ^ z LOCATION PLAN C 1 .1 1 /� o 0,0 � u v o4� � _ � zc0 o� EXISTING CONDITION PLAN C2.1 2 Imo z � cj f00 EXISTING CONDITION PLAN C2.2 3 f NO A� Cl) � ,C°�� jE GRADING & DRAINAGE PLAN C3.1 4 UTILITY PLAN i C4.1 5 LAYOUT PLAN C5.1 6 PHOTOMETRIC PLAN C6.1 7 SITE DETAILS PLAN C7.1 $ SITE DETAILS PLAN C7.2 9 'Q 4x , SITE DETAILS PLAN C7.3 10 SITE DETAILS PLAN C7.4 11 ZO DEMOLITION PLAN C8.1 12 tA ZONE: INDUSTRIAL (1) f „�.._�-�- �, c l � ��� •- N -REQUIRED/ALLOWED PROVIDED S,��SS I a �n rn MINIMUM LOT AREA 40,000 ft? 390,049 #t2 , �.-� L �. �--" a� N o 150 ft. 532.58 ft. �_ �ucTR1A a 2 MINIMUM LOT FRONTAGE 'N Z �- m j _ MINIMUM LOT WIDTH 150 ft. 1157.26 #t. � � U J O CL W w MAXIMUM LOT COVERAGE 45% 20.7% A "•fi BY ALL BUILDINGS OJ QafV t/1 MINIMUM FRONT SETBACK 30 ft. 15.9 ft. 70 ?• MINIMUM SIDE SETBACK 30 ft. 36.4 ft. / o r... MINIMUM REAR SETBACK 30 ft. 5.0 ft. en to v E III O J 04 n�. V u < L L L MAXIMUM HEIGHT OF BUILDINGS 45 ft, > 4 ft. 3' JN .0 40- OWNER: C LYMAN REALTY TRUST eJ v1 N a a d'0 wgo"ac 'a a, O "Innv PARCEL INFORMATION: CA.O u- �� � � Ea c � c ADDRESS: 40 FIRST STREET, SALEM, MA 01970 ASSESSORS: MAP 13 LOT 11 cn ADDRESS: 45 TRADERS WAY, SALEM, MA 01970 a �• ASSESSORS: MAP 8 LOT 159 � 3 DEE D REFERENCE: o oG 0 •O 0 D O G] BOOK 16130 PAGE 297 PLAN REFERENCES: PLAN BOOK 287 PLAN 45 PROJECT NOTES: � PETER 14, `ham 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT " BLAISD��L JR. , IN NOVEMBER 17II�IIIIfIIu rII III `h�111II,?II 4 U No,1613 SURVEY PERFORMED BY WILLIAMS & SPARAGES, LLC CONDUCTED20 k,u ti �r THROUGH FEBRUARY 2018. 2. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. THE BORDERING VEGETATED WETLANDS SHOW ARE DELINEATED AND LOCATED BY "q !uIrNI 4�4 I'1H1''rII I ,;'Iuirl I Ft k .z,a;WILLIAMS & SPARAGES, LLC. -•.Y]',;<k ti'°".•.i-'s' 1 rIrI<,,I".^.,.:"',,P!k y Yc: J F� 4. NO REPRESENTATION OR WARRANTEE IS MADE REGARDING THE PRESENCE, TYPE, SIZE F SUBSURFACE UTILITIES. SUBSURFACE UTILITIES SHOWN SHALL BE K . y µ _. r _ 00 ' 00 00 coo AND LOCATION 0 CONSIDERED APPROXIMATE _ `` }'h1 pluI�yl palli'.Ii:.IO II I,,I ru HII IrNI INW q. Ix°ill 9f, YI ! v. II n ,'sl; d!u fl Q ! -". ..w" , ,,;. r• �q r' .,.:. f "+,r'gp r 6ryVf .G..;..1ki+IGl"Gy !I i 'r"' Mugl. S. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE ,I r' M ✓ sGI, IN N N N START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF \ \ \ \ EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT M 9 _ 1 t � _ THEPROPOSED WORK FROM BEING COMPLETED AS INTENDED. ''` ' ° J \ tD cD CD ,u W a rap a, 'III IGI "IIlY`" 6. DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND s PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE IN Q WRITING FOR RESOLUTION OF THE CONFLICT. a ? 7. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION 811 TO UPDATE TICKET } - L r, vII 14G v ;t ���I INI Y u ' u v " VIW ! II "",tld� '^:+ a 1p"tl Wrt rf t j - 'ka �' II i^ •wW II ph Ia..Ia� 81 I; ry G1 1 C ."�W,.; arIIG IG 4I uI of i..4 +: "I �"kzs " *I10.. AND/OR VERIFY TICKET VALIDATION. DIGSAFE TICKET IS VALID 30 DAYS FROM THE rlm4lplr dI' I" I ". �, :I"till "* DATE OF ISSUE. BEYOND THIS POINT, TICKETS ARE VALID INDEFINITELY, PROVIDED THAT ^" uj I THE WORK IS CONTINUOUS. 1) THE MARKS ARE MAINTAINED, AND 2) E 3 ,� `� (� � S. THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN ° Il =' V �G i S'ha .a ,F m a " qF.. ? .q. dx r'uI I IhI II IN"" rl km II,I wYIVG.: ,III M r, plm., ar Ik�G I lit II � 11f 1� ,i," v Q �� ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE. =I 6,II11 9. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL M II W +� SPECIFICATIONS PRIOR TO THE START 0 CONSTRUCTION. .r a� o 10. ALL PROPOSED DRAIN PIPES ARE TO BE HOPE OR APPROVED EQUIVALENT UNLESS y rliV uGNI�n IW I n ^�, p6f ermll II ui I:. IIIIG16I 1 I„VVhIi III IgI III V p 9I OTHERWISE SPECIFIED. tlItlh p �N II , W ,w I F 11. THE APPLICANT rI' ! - SHALL COORDINATE WITH THE SALEM PUBLIC WORKS DEPARTMENT TO ENSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. r U � 0 O o 12. VERIFY ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. �y# is A� ��;'� .I,�Gru I d x .,.ue � •u wi#q,I, ��' u � I;::.�# �q a.,I g k �„r m .r ��� x_ �•:. � � ABUTTING PROPERTIES ,y ;p I,I II q, �. • " Q cli v_ ✓, 13. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF �1! > y o ,;«s"';hq t:c v "IIII rPq NI "II IVIIII IIII lI�uI VdtIW'a q 1 ui[�u ~Rd °'. e 11o.V IIII Ifl 11 LIB III IIWII r Ir.,: 4 a NI III I'G Ihl F. m"u;" t+, �� .� W �0 FROM DAMAGE IN RELATION TO ALL PROPOSED IS SITE WORK, ;I Jdl" rrgi" II :u 1II," , 1 1! to &' Y "4 r '.°1M n '.,tl �' IGPv Irk uj Z 14. THE FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH 780 � Q CMR 5405 (THE MASSACHUSETTS STATE BUILDING CODE). s,ram d.:I a" £ .,� " tfI � R �.L v � � !as Y GEq 5 r ,m 4 �, ..ra ? - • •/.O� p_ Q L = Q� :J Ilq a'I ^� II'W�uN ^r w i; � II it a llua� { kkuII� rq Ip I7W II III111Y7rq�aa \``U�V` O '0 r.11l IIII 1I N r41IhNl w pu`' 1 !• S� I r pa ."4 PV `_ 4 U LEGEND OF I Il MIII IIIq �aI �III I11 . TIAL �qx alllGllll�Il �." v o y�v'�07 'fir Q z ry SYMBOLS ,��, � ,a_,, � I� .,� a�M�N,� � Z '�� �� ` •^ EXISTING CONTOUR 1�8 /'' [� C- I EXISTING SPOT ELEVATION x 91.33 - MULTI FAM I LY 1 V) w EXISTING DRAIN D - �/'�� �••- � � � ,,n .,. M N � EXISTING CATCH BASIN ® `" ~- -- \„ Q LJJ ~ Ln EXISTING DRAIN MANHOLE EXISTING SEWER IS \ ca 0 � J � w o ao EXISTING SEWER MANHOLE QS 70 o 0 W N EXISTING WATER Vl o fY " EXISTING WATER GATE o N J V 3: Y Q Lt1 Z o EXISTING HYDRANT �,� W v N � O un EXISTING GAS G G O ry QL � 0 EXISTING UTILITY POLE ' Q EXISTING OVERHEAD WIRES oNw oHW rL' N EXISTING VERTICAL GRANITE ,� � CURB r- r-- U • • o EXISTING EDGE OF o PAVEMENT - ---- --- T LIMIT OF BORDERING uj low VEGETATED WETLANDS gam.., _ DLAKINI1NG B(D ,RL V) °' LIMIT OF 100' BUFFER FROM B.V.W. APPROVE g SITE PLAN W J a !i "WRONG WAY" SIGNS � 31.2 � _ rn 8'W TRANS 132oo sa ,s,.3e � W °i o O 292 ,32.95 32.56 ,33.06 O W/BOLLARDS �p �� ©f - rCo O uu� N/F 132.88 iS299 133.t6 33.36 � '�Z 130.83 R S �IP 1 .12 -.-. f1■y �i a ert 00 • HIGHLANDER PLAZA REALTY TRUST 2.5'W 132.9+ • �.-.. _ CONC. 13.3+ ,3285 IE 3. �kt334 133.52 12602 � 47 D EX. SMH � � � 2 Z� cn 3 267 HIGHLAND AVENUE & 1-15 TRADERS WAY 3.+7 ass SGC I ,.73 a.t 0 p 177,69 W DMH COVER _ NeR6 BOOK 11672 PAGE 18 13..3a BLOCK--RED t3,.44 g 33.6z 133.as Q RIM=119.3C a �ASSESSORS ID: 08-0126-0 Co i \ALLS 133,4GATE 9 Cs3.os '3 78 1 . O0 a, � 's'so 33.56 133.40 133.5 N� N°' '�'r I (VERIFY SlZE)6 m O O Q S 00 - 133.82 133. ,J356 g " PACES 29• ' \ N PAVEMENT N R LL 133.59 13.04 i 33.n APPROX. DMH ''U t2 . VGC ,z4.93 3'H GUARD RAIL • 12a 123. z S , . 121. 1 133,64 PAVED OVER O f FIRE SPRINKLER r 32.a5PA'✓EMENT •� / G'C� , EX. DMH t� " -11w TRA777 ' ' O , � 133.22 133.37 11 � j�� I i BAifRIERSING JERSE�f ry� �°° � ( RIM=119.87 Qv W/BOLLARDS . o PAVEMEN _ 133.98 l I 9 SP ,m.42 / 1 136" RCP NV 36" RCP NV IN=OUT1 15 5 17 .27 • EX. CB E 33.47 4 0 G 8; 1t ` 34 -.�� J 129.34 23A5 ,�S 9., r os I 133.9 1 C� 133.51 RIM=132.85 z� 5 ! 134.67 ` r 34'0° 1 RISK N 129 ti / 12J.12 12 1NG _ '.SHAWS" N DC. CB B� e1 l i Q Ex{SYING gty1LD /• Be 133p p 0 RIM=132.84 133.81.33.E 134.98 • 3753 12 RCP INV=129.25 133.84 G n 133.48 t34.31 / / i 112.2, t 9.49x /28.69 p " RC B �•.- • • -• • • -- . . PAVEMENT ,34.zz VC 53 12" RCP 114V=129.24 , 0134.65�k 2 �� 133M y ( 1s4.sz 1 iy6.7f4 133.tS - WG O ._.� �' T't '�133.3e Rt " 9.39 f17'6• 133.93 / EX. CB 1 3s.t� t33.31 t \ 67 .�� 1�O i 133.1i ,33„ ,ss.m RIM=132.99 EX. SMH B B B 13se6 $ CAtIPACT 1333+ �_r- G I i'0 / RIM=132.82 �12' RCP INV IN=128.39 PAVEMENT r- ��- G EX. SMH ' • 33.os \ x 3a3r- 1 3zs2 ,�40 �. G RIM=133.06 t34.azEX. DBLGRATE �2" RCP INV OUT=128.19 , _____- _ {yE4 3&1 ,33.tt // m x3� '1a•65CB R►M=131.71 +3z.9a p..�qtF{ 6" PVC iyPVC INV=128.16 i33.7s -1�+19 x 134.4s12" RCP INV tN=127.71 a3s RIM=133.07 s LIMIT OF 100' BUFFER ZONE w ot,ssz71 ' ` �12" RCP INV OU7=1 p��N we "DO NOT ENTER" G B" PVC INV=127.07 S a' j fO s RESERVED VE C�LY" S �-'' �-FROM EDGE OF B.V.W• PAVEMENT s4.3 I % / C, 1 17.90 o tn►a t I76 PAVEMEN+ G ---'-'-E E Q = 3z.66 X. CB / 2 IR x 13556 t / 13 J � 34.04 PAVEME z 3AI S 'f' 8x PVC S " 13z.97 " 13258 0 �• RIM=131.84 i� v' � °' R5'H KiETALi^.E 1n N ---�r� 133 EX. CB PAVEMENT 10" PVC INV iN=125.84 ( "''3'•+z `-e. I x I uj 117.a8 1 3. 133.02"� RIM=131.66 C 15" RCP INV OUT=125.64 EP -x-r3 1e i ' =r•� ` I q! G S 1 s2.as � .... •-•- " � (BROKEN) +� Y ��� +13T59' 33.04" 33•Ctl4 �• 132.7, •` j " Ln O 2.55 / _ 13,.60 r 12" RCP INV IN=t 23.66 , - g f 35.25 a6 i ,�, ' ! i i N 4 ` 13 r , \E`o �Z 15" RCP INV IN=122.66 P pltA1N D- / 3 - -•' rn,r OHP- _ ' ~`.r 136.43 `` ,n• f \ c7 ~ a• N 0) n / G , =-r3. 9 " 1 1$" RCP INV OUT=120.06 _U�=- _. 1ot47- i �p q{p _ �11E�-•--"-{1!�'3saI%OHP�E T 134.6v� r- \ / ■ ,tsss N �� R1P RAP `'y- = !_ -� - r�=- 1-- -- x ,sw f \ W N G �� , ,• ,w, e , ' / 132~t7) -� �� _�Q ' '- �� x 13 i r� - J_ - a.05 �•s _\ _, f 113.40 a 4� �- \ t31.89 �A3ryt y�/ „ r ` v $' {iL F / /� = 139.09Cm Z 14.76 A� A-i2 LIVE OF BOULDERS 3 X,�X3'H � ,v'4o.o6 /-- = 13 --�- ' / SECOND PCKWICK TRUST � '= c � A/Ali l EX. DROP SMH 1 ®Q ��� ©� e x '+s+a 227 HIGHLAND AVENUE ( ` \ x, x ,1a:s6 �� O ~ O E R?M=132.34 ,A-14 Q o A `` -\ \ BOOK 13828 PAGE 177 0 ,� �� I •� 7 X. 8" PVC INV=12 .09 \ '� �, ` j ASSESSORS ID: 08-0141-Q _ � I' f I PAVEMENT tst.os p a t3o j z O J Q G. N In Rlty1.-,r130.2 ,4;x Its. ' ' 15" RCP V'I - 6.T�7 \ \ 10 A-9 / A-8 ,3., 30. Q 1�° 30.12 If 15" INV elf 25.97 l N1 (x 22 I V \_EX. 18" RCP A-7 \1 \x• 3 4 \ L 1 29A0 tr., IN'J.=118.7fi _4 \ e ° 1 �' `\\ ?cp �� \ 1 $ �f 1 \ / m O E t \ ••;� i ,w.o x 143.03 +L•• O x,!3 •,36., ✓ 1H.05 37. _ _� 1A • ` x nw, t�4 L \ t>e 03 p 114,84 Cn � 1- C C+ x 115.0 1 A 6 x,tae 1 1 ,sx �� ` '� j r tns / I O uj W Gv. u 11 N N N j s� \>s. 1;�.;s _,»1 j f r 1 n:,o 112 *m s � N \ x \ \ 7 12� x' ,ie 11z ,,,i\` C+ 1 ` j 40 =,wa \ \ ''V .�B r L ` I W O O O ° 2 1 05 \ �_ ` \ A-16 \ 1 + ` i \\ \_1 t,) \ I x x„so \ i J 4-. 40- c.._ { J f x,,,., Q C l y f ,� \ / N - \ \ x,ue \ 11x*„t.7 ` X 1 \ 3C '111 130:0 \ !Y l!� 41 Q1 QJ �(v 12"7 ,0 rn N ; I 7 O ° "'a o =,�, •\ ` \ VEGE Or ROEF�1ID TOF, OF RILL HOf• a I ^` \ I a� a O v v v J J \ , \ ET TEU W'ia LAt�1DS 1I ELEV.1 9.1 1 `\ 13s.ss SGC i 1 + ' ",' teD® O ( W O � is Cif 01 nze 132 IVA 37 96 � � R 1 8-T3-� - A-17 N ,spa ,w. m ,29.24 1 • x,s,a `` A-5� t1i,17• i2e6 \ i43.01 x t42.9t • 4 37 I t. x n1s �' C Z Rf tS3 R3 EX. 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DMH 0 ,132 � � � I � / i . l 1 �-^ �i } Z C1 \ \ \ ! it I 1� \ .\ \ � x 13s z ,� \ r� f `' ' 1?I Iv1=1 14.39 1 V) \ ,1�9 1,,., \\ \ \ \\ :A ALA ` \\ ,3ao� 1� ,✓' *\ I / / I ��, 35" RCP INV 0 i0 08 19 00 00 CO 00 EX. SMH i l 1 RIM=122.27 \ O \ \ :\ t \ A-P 1:.,� \ `\ -� .• N P� \ ' ` I / ( � fe, 0� v�i ® � ; u j p N N a 8" PVC INV=1 15.86 \ �`p J \• t,wxx_ _x„1.s \ \ \ �� t,2w, \ N w0 x ass �`� \ .13 I O /J I 151 ® ! 1 I \ , .21 \ \ \ , \ ; \ , r pp , oo ` �° / 391\� ►\7 \ , 4 \ \ \\ l O, N 6/ ` go V / 7136ax \ � 1,394 N tV EX. CB I+s, 1 \ d .,sso/ / x 112.92 I \ \ \ \ 11 .76 x t t xx 121223 \ I A-21 x ,i \ \ � \` `� ,� RIM=116.56 \ t2 11 , ` t " t2o.s7 ` xlt,:-, I�/ / Iry 24" RCP INV=1 10.5EIGHT AHEA tt9ao 0 1 s)1 I = m.s l ` `\\ t,,.\ y „s +1 \ \ \ / // ' ' ry0 / IiZll SIGN t20:4 >�24R j \ 1 V 1 N \ \ bt � (b / ,•�,[y�7 0 11321 m3.23 ' 11134 11 J P ` 11 \ '� \ xno.7 x„as LJ'rlsl EX. 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'LEGGf'r / � '� _ +1 A r,t i R 1i S., \ a, \ P OF DRILL��OLE _O 1 {', .\ .,...r.R:` ,Ica 0 O N/F ` t,a22 1 x'.,t9.43 ` \ , } �. Mild \ � „ EyEV.=13\03 1zae = *� � H a) HD SALEM-GP LLC 1 cv*1 , x x,m., is ,mo „ea , 50 TRADERS WAY I,+.a3 \ x " tz1.o6 l ` OP OF/DRILL HOLE l� I BOOK 15047 PAGE 60$ ,15.2 �� n4.42 ' 10 \ x n7.4 ,2a2 13 a ? EL. =115.11 ! ( s+aa ILLJ ASSESSORS ID: 08-0163-0 114.95 1 _ C7 t, xy 1 1 `■„� 2 \` \ \„rs ` , \ x+ms wa LED�r`o h / /� ) ,3A �t�� p. z 4' O Iiiir' ••�� x 1 e ` \\ \ 1 \ ^', , \ \�� , r 4 r •t,s.t/ x otos x lit. I r 1 G = ?+ U U 114.3 4 # 1ts.,,F x� ,30.0• / / / „('} Ins) �C t 3 `O \ \ ,IRFa \` A- 1\ \ \ 4 _� a0y // ,t, 1 / i 8-7 / '`i" ti/ I LLJ U 0 0 _ \ \ \ `,,> \ \ \ 126. j /s i / / x na, < Q C Z Z 3 119.53 T ! {� •';. LEDGE '� •' ,7 x t , " \ \ x llaf _-_- /� EX. SMH 1 ' ` Z . o \o. \ \ 1,\1`] \ \ ` \\ ` �� ✓ / � /RE SAL J� I RIM=1 11.33 , I , ly . ,�G °� \ x,,,. \•, '� �� �- 126 ' x nti' I O / , �. =no I PEQUOT-SALEM u b I N/F 8" PVC INV=103.33 1 \ O A \ ` '`� f / �Q t11.86 , �-• �. r 1 ' \ A- nzt \ •7e.s '"'�. ',u.w l "� •,� i ► , '� I LIMITED PARTNERSHIP - 12 C� '� 11 ` . uaa \\ x r,s., x t,t� stv 1"J-t 2 FIRST STREET 11I I M =xt?�. z�� i. i \, xx o \ '\x 124.t / , `\ ' I / Q BOOK 35556 PAGE 33, 120 6 s0 /✓ \� \ \ A-29 1 '� ` / / ry of too., I ASSESSORS ID: 13-0006- `n \ \ 0 TPIT N0. RE�SAL 08 ( % x„s� ,�0 p®� ' x ,2e uo.as Z F Q G .. •o ? �_ 11 .a 1 �. \• 1.1r0 \\ \ \ ELEV.=1 16.4'f / , 1` r I/ '� ' V , Z t117.1 / f CY. la In v rn nl T t C7 gip„• ! \ •. ✓! `.` \ .\ -.t Jr, \ ,\, x W /1rJ 110. k I '1 �6\ f 1�/ ~ \ \ '\ \1 l I _ - \ o 0,09.E x 1,a59 \ J \ r ., \ „a, _$ \ A,28 \ \ f x,2a, \ i I / x 1 ,2a �i 110 I L { 1 �_ s na4 \ / j�4 ' T� 18-8 :,1s 0 x 109.92 r \ J I 117.90 �1,1,1 \\ x 1sA _ / �!a I I �73 x 114.86 y., ` •x a• \ t 6] f /'- `� / �..1' x tOB.96 I iD tg9.87 13.1\ \ ` 11720 a \l ne.,s A-26 x, o., \ \ \ \ ,9.56 12z- 1- .�r' f I ?,P `~ -} \ . ,oEaFUSAL 3f '� 1.$2 { } LEDGE \ �._: �� ,-1Ts.'s-' -�� 1 11 9 E 30"�CP A-27 p x„as \ \ VJI /I p, w� I t� W 0r0 t Cn G, 11 / �. ` 1 1,il 1., . ,9.2t FES iNV. 108.45 �� \ \ \ -''' / \ x, , x,;Y3 j J .0040 ®� ® v x ,oa.a+ x I �"" OWC M N 1 ` /' VH 5TONE•& CEMENT 1 \ I • has37 r Il ' HEfPWALL 1,,5„ I I IJryJ OVI I Q N 0 ` / ` g r b• `1� •\\ \ ~ . r/ S I • 103.23 12+72 O 11.39 x 109.73 108.94 �s�.,tl J o 1 1 9.03 '•ti.� 1 `a gam, / S 4 Da. , 1 ro ` � �Itw, 54 \ ` ' _ �1 I r; 1 .74 l TESTPIT rJO. 3 x 1,O.zd� il5s -. ` / W aft d !' 1 EFUSAL 34" \ CM . 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O (� 13.94 \>�1 .zt � ,\ \ � \ � ` � \ � �\• �, � � `� ,�•yb � r � ,, �' � � = 112.9z I / CL EX. CB \ 12 11 .7a = tt 1■ 12,.23 . ,20.67 �\ ` A-21 1 1y Oe1N { \ »,34a f /J I / ^N / yy; I ? =,s,2 , x1„y, x^x11.3 x,u2 •11 ( ^ ry �J RiM=116.56 \ \ �� ± O 24" RCP INb'=110.5�IGHT AH ti9.80 t .5� \ I x IIaa , �� `� ,,,.r`� 'v" ��` \y �' f'` �� x„a� p, 113.28' _ 173.34 m d Q ` 1 \ \ N t \ \ �� 4jk I x ^ '�� / / .tta.s/� \ -`v „3.� 40 1'113.23 a1 4'd i.+SIGN t2o. , �\ x�24. 1 ` t1 , \ a N. 1 ' u.e ,: 1 ,ro / r \ �C 4- Im EX. DMH \= 1, . \ O �_ -- \ TESTPIT N0. 2 - 1 c9 \ ,,so.s .;3<;.., / / N e - ,� v I L: ttf ><- RIM=117.05 ` \ . 12a ` \ ao Z � ! " 247/ tiTP 18 6 I = U I 2 REFUSAL 0 22" \ .._ Q 1 x,1,� i t eL � O a� 36" RCP INV IN=109.75 11 24" RCP INV IN=110.55 \ 11 , \ '\ ,zo.oz ELE\V.=1 i8. t , rn �O ` \ \ \ ( l / / �'� � i 3 �• CL n cti 15" RCP INV IN=N.A. tte, D x ite� i 1 ` \ I �• ! r t, ESHGWTo.® 40 .7#�� '� I PAVEMENT J Q a. N V1 1 n s., 36" RCP INV OUT=N.A. WATER LEVEL 0 107.35 RC n 1 "1 .7A-2 ,�A-33 ( t / �\ 11e e . ,' 2 O ` O ORS\� x 116.62 �i I \\ , \ / / 117.36 { _ „e,II 'l ••� \ s r !r ' RSY / " 3 y teas 1_ �J 1,2 3 N I C 1 „2.., „7.e z,Tt.e 13a.a EX. CBd3°' �° 1 0 �, >r r \ 4-+ O � _ .s „�, 1 =,zze �•� .3 ,w.9 \"` ,,` � .,na ,wax � 4,1 � y RIM=116.95 j ,,ro, i'1.b ` t 73 t 1 O m .a a 15" RCP INV=112.15 i11 6.60 11 ` o ttet3 119.99 0 _ 1 $ „o.a .11a.e 1.r A-32 'nst y ? _ w. 4 LEDGE"" .•, =1 s.1 ' LLI �P OF�RILL\�OLE / aee 1S- ,.e # itt.86 O J CC IS. U C3 EIEV.=13 03 _,. ", 'R1,ae Ef Q _O O O N/F ` tt422 ` . t9.43 , 7f14.? „,a lxe.7 ,sal te4 ,..9 5Y4 N I W to � '£ ` I \ 1 \ \� ",i7` , Y 1 ,23a ffOP O�DRiLL HOLE � ,oe �a �J Q i: � 2 42 HD SALEM-G LLC ( 1 \ . 50 TRADERS WAY t14.s3 ,� x 121.06 /i \ x„7.4 *12e2 ` l jp ELE1G=1 15.1 1 = ! .3100 I N BOOK 15047 PAGE 608 "s' l WG ti4.42 , ` ; 1u-, \� A-2 O \ •\ \ ` / --1 ! io I W 3 .. is -0 = t�i, tvi, ASSESSORS ID: 08-0163-0 4•z v =� ` \� I \ �\,n., , ` \ .1Ms uoo LEDGE 1i0b / �� ,yn .� r2 2 41 V p to � N tt49s 11 1 t ,n,e �� ` \ \ •ns, .,103 I W =- £ tne,: ` ,30.o ue/' f ttt. W cn CA m 114. \ .+r p \ \\ ' �II.A-31 �,,, ` ` *irs<e \ `�.. �_ ,s9-y'T ,� r/' sa,. / / r-fP`18-7 �+, �' m m C 41 C C C 11933 `.n \ ` \ \ � 128 -- r/ / i• / x a, �� t tv .> > x i s \ �11 x~ms \ •\• it / RE SAL " 17 I1 m N ` LEDGE r'o • tea. \ 1 -�` / ! J .,lot i 4 r C ❑ ❑ ❑ EX. SMH , Q \ �I �� \ �7 x,",. `--- 126 �- x,u� 0 r--_ �/ ,s�� I PEQUCT SALEM U 'R: RIM= C INV ,G� \' A \ \ •, .• '`� / / 7 •�'`11 I LIMITED PARTNERSHIP ,2 -6-0 L� i 8 PVC INV=103.33 o , z 1,0.6 I r '\ Q 14-12 ❑ ❑ � C. -, ❑ 1z 1 \ .,,,.4 FIRST STREET 1 0- � 600K 35556 PAGE 337 ASSESSORS ID. 13-0006-t 117.17 x 120 6 •.� \ \ \ A-29\ 1 �� ` •� x,,.� �i0 ,,,.off ` T TPIT NO. c� . f o \ ` RE SAL ® 8 `,� �5� ' -t o 6 ELEV.=116.4 t rn� ` -11 . --'/ -25 \. \� \ x,"2. +, � � �0� '� ,as � PETER f. �, C: 110, j � BLAISCELI..i� 6 A�28 `� \ r / �, Tp 18 x 1 .„31 j '�O %09.92 110 I No,41613 0. l ,sza jury \ 15 1 V-8 x ter^ 1 11 /'1 1 '��l q �. '�. „7.9c ■io,o- +1. Z 1, ' i14.83 rt� � � � ` x f oe a `' � � ,zz.�, � � ��, •,� '1 �1 � � /REFUSAL 1 \ �r l li 'u 4 A-26 t 52 I I ... \ 117.20 116.15 • .1 �• \ , � .,.✓ 2\ f! + S 4+ LEDGE , , 7 .�- - ;"" 99" k l r E�. 30"`IdC P \- ., tT3.esi ,9.21 r FES INV.-�08.45 A-27 t0 \ I! 1 J 1 C c 1'HON�E 4& 'CEMENT �� x„9> \ j i 1 •(Ios o7 � 1 ( � f l V) 1 x !•iTWALL 1 00 00 [O [O ! 12,tz x 109.73 D t 1c8.94 . toe 2s p 1.39 I O N O O N N N N 106 , 1 110 TESTPIT NO. 3 1 s,Qc�$ 1'` 5+ r'r i I sty I \,r EFUSAL 34" " Ito.zd. Q 115.99 , x"' ` . fir`+t18.i6 +" t!\! T x lo8.s3 " t09.5t EL a107.2't \, �, f /� ))) i oc� :fJ co c� --A - \ '\� V ` Z) yI �i li1111 i / x ,13.gi � . 1 \, W.69/ t% �t� �' •�+ iiryr �'ig4ipi 7 �1 75i '��� �• ///\ \ �j // ���� �� I t�S r✓,4g lJ I PAVEMENT t �'< = 0A.s7\'� 113.3,�jzi i'.. "��d�ai�u' J • ro9.,s \ ,� W x 1,9.33 �• ! 107.87 " y� METAL COVER W f _ 07.40 V ®109.30 07.66 x-.108.00•• > 6' ' --.. , x t08.64 .. , �� . ' J x 111.3d .......... ./ ,.9 x ,o9.a4 (x)07.84 x 108.19 '1t1 23 ,< t�fiS 1 -09 !� \ ■ 117:30 " 108 6 p • 07.68 ! - '-�- -� /! " 703.06 ' x 108.67 " 1 s2i � V7 i 09.78 EX. CB o = 11121 ` O \ + to836 � � TP 18- / .s, RIM=106.95 1 no.ar EX.�6�I H ( •o OfO 15" RCP iNV=103.10 j 107. n = ,os.z/ • • RIM=%H.14 `� ` o \\� .�- 108- of 7 < 4 v REFUSAL 0 34 30" INV i =94 x 108- R cn "RIGHT LANE i - APP 0 CB ^_.._ 07.99 \ "TRADER'S WAY" NO ESHGWT 36" INV 0�=93 'Jt,. _ ``� --�' " 107." _ 0 N {n MUST 108.32 to "FIRST STREET 198�ERV . • `� `� a • • -' x �` s.e I 04.�, t E D x to7as J O TURN RIGHT" r TP 18-1 /''. ,°7,61 _� I ' * 106.36\• ____ PLANS = 104.t>4 �� E SIGN EX. DMH `- D ,o7`�t ' SIGN &109.04 4y+07.as \ TP 18-4 ' • ,� TP 8 .o5s�` y joss EX. CB / O y y RIM=107.21 TRANS2 �, 94 , 7t3O �, 40 NO ESHGWT OBSERVED ��`' ,/ 1 '� --- - �- >b RIM=104.93 EX. DMH r"- V 107: tz7.zs ,0 \ 9,sa DOWN TO 100.8f . 106-29 " 10e:17 1` -roa ,m.49 x ,o7.1`s� --- `--REFUSAL-0-32' r ,07 7 -� 12" RCP iNV=100.73 RIM=106.73 Q Q EX. CB 1075 107.4 >� 108.68 NO REFUSAL / • - REFUSAL 0 74" l _ - --t t0.00 • , . ,06.94 = t08.? O _' afi.8, N to Aj `` •-..�„ 6" RCP -- Q R M=107.21 107.54 7 J 7 2 - - - - - - - - --- - -- - 107.0' 5. 106,78 O '> N ?? iN'V=102.61 '- ioe-�o -- - -- - --99s PAVED WALK-- - - iosis - 1ozs1 107.E PAYED WALK `�A WALK ��� Q t . , � z � C a 108.18 0i7 --- - - -. W 1 z, 7�,� VGC t°7.a3 E Sf7isa V. ,c�.ze ,Ofi.89 ,os.sz \• 106.,> > 6, O V� SSEII�ER --� S ❑ U s` �c D8.29 108.27 4 VG VGC ,os.82 , ,95.47 C BRIT Q LEGEND OF EX. DMH 1. WATER/ t0B09 w • - - • w:_`_ RiM- 07, A _ K - s s RIM=109.94 1 12" w u \ S15" C/P SEVIER-�- 1 CIP SSEWER 15" CrP Q- W z a o 0 SYMBOLS 36" RCP iNV=101.84107$6 107.65 1007 N " is EX. D , --(A-PPRCiX •L N� . • , . DyL w 5 t S 5 -- - 5 J 36" RCP INV=101.74 07.67 107.77 u DYL RIM=105.23 DYL t Z Z Z 1 69 107.75 DYL D E YL L.L G ,6" R IN ,5 �. i _ - "w w-------.W�- 15" CIP INV=99.93 I WATER O •36" R / 1N=96.Ot o ER--'� S $ ' -4r . . Z w--_____: rn 12" ..�.�..----w EXiSTING CONTOUR t to 7.6 £ 12" CI__ P SEA' S -"'"- / Z ,� �- w'G 4 MAN1-0L W DMH COVER 0 w W to7.a 36" RC OUT=95.0t S 1$'75 G G -- G G G - G G G G =-�-4 G� , G G - r (4PPROX. LOCATION) �� Q �1H i1 INV.'S= ULL 0 -WA'1'EI SG G G G G - G 7'- T ,� VGC #_ 2, ` ` . , ,c4.s7 p to o�� 7°a.o3 T EXISTING SPOT ELEVATION X 91.33 °'8 = 7.37 to�.9s 108-3o t / to7.9 FULL OF SEDIMENT iuT4, 6-PL-60 200 os.s4 VGC ,o .os �os_n 1 VGA 44 os.+4 ,0a.33 Sam PAVED WALK o7.66 7EHN PAVED WALK 106.53 �,0s.7 ,fHiRs tos.26 -„Os.67- - = 105 • 107.64 , - �- 7.26 , -- ..re.e EXISTING DRAIN D F E-102.67 - to7. + J�-� �wc�& r ,-�`o- _ � � �s ,.a _ S •. 7 5 0':6 10 108--- T.z6 ' ' Sc5,�1 a v X. SMH t z 1 t0724C t07.t9 _ -.LINE' HOLJLDERS 3H -- 108 LINE OF BOULDERS 3H' 104 �RP� �G `_X. D�AH^ RIM=105.90 D ° T - 104 �• to4.s7 cry W/SMH , OVER 15" CIP INV=99.69 EXISTING CATCH BASIN ® to i 7 .,4 ---- ---- -- _ 1�a� -�T - 102-- -- 1'W CTW=9�FAOWALL 10 ` ��� R Ri1V=1C6.72 10" INV= (VERIFY) Z EX. CB 36' P.CP INV' IN=101.07 !'� 100 -� B'N=95Af 100 !� RIM=104.72 0 to 1►1 v m N D V ,a, /10 _ , `_ e 1'W CTWCg HEADWALL 36" RCP INV IN=92.92 36" RCP INV OUT=92.92 W EXISTING DRAIN MANHOLE 0 J► c1 r 98 �" 963P�� 36" RCP INV.=95.11 .� 707&,t-�107.3 107.03 1 36" RCP DRAIN = 93.28 x 9715 x 97.33 9 94.06 \ / •`. �• 6.e8 O APPROX. LOCATION --- _...� 93.93 BW=90.9t 97'61 y . ( � 36" RCP INV OUT=92.82 u 1.t1 EXISTING SEWER 5 107.30\ lo7.ot \Il- o a 1107 = 97.29 36" RCP iNV.=91.89 36" RCP INV.=92.80 ` r 1 d' \--"WHALER'S LN" / \ V .' 107.E tt:6.84 97 1 .51 SIGNEXISTING SEWER MANHOLE 0 X. C3 / �" 00 / nIi RIM=106.80 ` O 3 WATER "` �. m 15" RCP IPJV=96.9� �•- W m O EXISTING 1 N IOC We =Il EXISTING WATER GATE 0 r tip, " �x/ -o v - Y EX. CB 107.35 ` _� .�� •" _ � 1 1 RIM=106 6 107.21 5V! EXISTING HYDRANT �}� 15" RCP INV=96.95 1 , 6.29 / _ Q w 08.04 uE N EXISTING GAS G G /` _ O o of :o v1 ^ dam, r EXISTING UTILITY POLE �„rJ EXISTING OVERHEAD WIRES co °t"" atw 0 -71 E s "' m O EXISTING VERTICAL GRANITE m N F ❑ (V / I -r► -� ` 'I CITY OF SALEM C01`JSERV4TION COMMISSION N g CURB 0I l J'1 BOOK 6187 PAGE 91 O O Q „ F VJ J� ASSESSORS ID: 13-0008-0 m vh u O EXISTING EDGE 0 • s PAVEMENT -- - - - -- -- ,\ M �_ ga Z 3 LIMIT OF BORDERING _ _ Q !� N F VEGETATED WETLANDS - m CLOISTER CONDOMINIUM Q W .� BOOK 7897 PAGE 391 W m ASSESSORS ID: 13-0009-801-8 15 LIMIT OF 1 CO' BUFFER FROM B.V.W. N w ,D M O O h 6 E.X1 INa J£R t a 1{'E (`;Pda 6 `132.05 r rmoi sa y • , ...,,, , _ . . .�, . , , . t33xa033.37z` 4FlEF�Si. �„j,� oo -��.•C �► '''' _ a' - x 133.99 .-\- g � f' I `Ju-+. 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A "jx'ni +117,5 1 t I In C7't t+ , + ,. lad _ 1 .90 ts• t 113.7+ F 'K� \ f ¢ c ,__ ,/� -' �: t,s0 s 4'«tF.b 5 "'} \ � t \ 1309 ,' z� '"' - ✓ � � € t r ^` :, ms'. t V,ti e ! / f y , x .,h r,*4 \-x ..0 ^•. g �I 146 ',^d"y;, L i / I "" t1 119,99 _ „aa x„aa j l / / f j I L _ 'u �+Y_ a I ! 17(} .t 4 P OF L RILL\HOLE to.7x ,ar,a ar,a ♦ I 55.aD, t / 711.86 ! 11+22 k' -..- - -- - 1, �:JIWX +v tr -13 r t,' • ,1ena E EV ; �.0 its t 1 ® y 15 CAR GARAGE ""a s `', � >v a � '� - x' �'OP Off DRILL HOLE � f \ L ` 1 15.1 1 gas 721.08 �I >� � � r�C! � ` 7.4 • i`� ,-, .� , EIJ. �fl _ �� o �?LAB I C? 1 7.7� O 1 t '�.. . J k t,4s +113.r� :�--�.�- �� ,., ` „�:, '�'' � � `� x 1t •-.., -" 1. _ , �' - ��� 155.001 A�31 ~ qt ' x a , 'Ilkxxb. t`iz, tt'aA. ..._. __- __-._--._ 8 G +116.5 t 1 t =114.00 t � +'RPd '� - � _ ,- _f � I '° =1 a �, r 1 �, 1R 18-7 ter " Ij 1 I `►+�' „ 1 53 \ �t ✓ t p �� 12 - _A_ r✓ K, r x a:av t k. �� gC=a 14.4011 , �a 1 r k` p ` ! _ 77- 65.DD ' tf7 (17 i- Fn 1 REF, ALt- } \ ' x\ 55.tD 'r i 5" L_ .._I -a, J t ip C 7 B0 +i 14.80 WALK '"� A_ '' __ �"'�� { r l _ -;�� o ..� f1I is trt ! ti A- ,tz, m r!� -c7 2 '. J , x,1a.a ♦ ,- ti /� /`�/�(•�/� (' g -7 S �,rYry apt'4 } N V+ oCi 111.69 4 \ 111,a $alat 111YYY ` x,24.1 `\ N 15 CAR Vtt1RA l3. iV '�'Fr1 7.Q N CAR A IL N Y %11Q9 � . � � �• © O /� I:, E 3R'' .• 32.5i3 1 t .. qt '� ��t r LAB ( 1 ,'7 LAb 1116 Z - / ,7 > FF=1 14.75 F=1 14 r 6 1 , �' tl 1 A �' 104 tl� ft t 1 x 1, i ,,,.c TESTPIT�NQ <,r_y 155.®D l DO / N w ! o RETAIL \» TAIL �, `� 1, RE 1S Lxil� $ .� /x„a,' x ,s u? 1 11033 ,� cy "� j > �¢ f` 1 ,� I I 'S� ` `, FE .-1 i 4"t .s.""' { J � C !� I I l .01 1CL t kt a O I o / V 1 \ rSi ZJ r iY 4- . _, o f t f q -_ _ ._.L- �, IL I..LI Ld _ Ld _ i IIau .� t7 'I- 109.8 x,zea r 1 _ - -8 x a I` 0_.93 117.90 11 .i oeoo.oJ,i lob y *' S , r ♦ca F= - -I T - i iir (� , ' V : 8 x,2a.s i 'uJ .1 © „s,, a�� - -„ . _ A__ _ .�. BUILDING 6 � � zit •� i , t 9.$7 t _..._.. ` J' n. ✓ � .. L.:. 11 c�: • "'> -. » 71a�x r sad,,8,15 k,1ae,a,t w h / 1 1 I j _ =1i 14;. -- - P t[ Q_ a ! + O tn _ o t o N ` t .srf;a.e 1 - 14ste9 ` A-27 �� ""r I i ` t ri to • s, x a +'( 5 rn 3 .50 3�.5D . 1.t9.2t �j�4�Ca `a x 1 4 STORY ,r - i t # '1 ` }JALK x t �: r alwrrr !m 3 UNITS GEC + 1n ``` ____ • 1 ii3A *.ram Q � , / r / < OCL (A u t Y 1 0 1 ! { ;V , � °' moo W f . - ���/// i ✓ p 1 q - i 65 '"'y _ i II k + ,os23 -- ' ,19. I, to6.9A - rL 1 15-0 "`-- 'x 108.5t ; 7 x t1455 1 , ""� 4, ♦ , �` is I a li 1-~' i, toe-a+ TESTPIT N0. 3 x tto.2' 1� � tae.t, -.r tr �•`e + `'.,' - � `` I x� - _iI °f I. :3' I. 1 ` $W-109.5 � 1n 1 1 1 EFUSAL Sfl1 34 III ' 1. .III - 1 1n9.st 9 .,1 �' 1 x "„ I I I a � 1 EL 07.2 f 11 1149 7i3. h „t.� x �� k amp- ca i 4 t { Ty 10 6e is i BUILDING 2 �' ,,61as �� o L ,. : TYPE 3 6a 11A1PlTA) ` ? S ti 1 J .8% ' Fu",u'Ell?tu1 t�7 I] ► ► .' _ . tt 51, "" 4---- s. �HIG wr _ui, Y9.33 J^L /UN�°S J 1'07.87 0 I;' 9 6I t Vt?mEt7 II 'J"� ♦ / 07.40 IDQ 30 i00 t ! - x:,09,t r ` O 9' N II- I II 6-1 Li 24 STORY UNITS , S1t,3 1 �,- !�; -r T- T y uq Loa. t 1 i �.•-„` "a, I r� 'fi -q i / "� ypa1� x07.84 � /^ '�epl,�.n x 11 13 � - _ : .. .�+X _! .}. ., ,.� ;'O . .- . � �� >< 117_�Y � �' / � � --sl•" '"'► `` � �� aII � }`' x , 21 f 108 6 x 09. - . - `r�.J__._._._-_ ` 4= 't97.66 + \ "� r �' ( J x 103,G8 C4 ( x %W_ ... -I.,� - - 1 m g- C] - 1 1 `fir , 1 D $t ,t :a F� I $V I. R. .. C\) EXISTING PAVED WALK ALONG TRADERS 1,. 1 1 , tit 1 �/ TP 13-2. �� es ,; __, _ __ .. fi1 \ s_, I E I IM36 WAY & FIRST STREET TO BE REPAVED 107. 65.d1 •- -. Of S5.I1rr1 �' ° ' FF 1 CD e:0 i,t�� "' m _,t = 'i . ,._ ,08.23,,,. ^I /a�3$Ifl-r-L...9, s U +11:3.75 i0 07.99 11 1 �, f '�. • / • t ,\ ) { 1 ••.` i- 108 B 1��= I�$.CJ � 4u 'FU'�AL� 3' � � •�1.1.-1.SQ,_, �'- ! ' I � � 1 �t07. � i � � Q i "1 y I":, Elai C -- - _.�.---�.- - - ESHG. "" < ,ta.65 a: 1Jj Q rt1B 3z 11r TMs _ ti x t - I! CD7 i ry t k e''!'Y€ai i L icy./ t':,. �.T - . r vh10{. { .s rG m A , *f, i .6-f" 1 .1 � R N �,g �' .-. y.' aF-- 1 okm 36-,°� 4 �:. - �r- I .. T---i ' rg 6' v ♦ © e-- ~ - ..,..,.,,,,,_w, o r toT.l] 1 c9:oa ��y^�, �--- - ..r.--,. --..- - ? - m•-=� - TP' €�-5. +10 - /ro4. TRA-4 • r, ESH � D 1G6.,7 +11 F x 7G9,5a` -' 7 1 1oe,a ,97:+1 , ~ �P_.100 8 k ,�x Q % WA, •I- D � +� _ R 107.�� _ __ „ � 'a, 1a,"9a +106.6 � t� Fo? x 1G7,45 °> ' 7:9, ; t = 1t0.on = to6.sa N0 I�EFLISAL f, .. ,�� ,� __rit ( ,-----..-I- � ,r��a" _ F E-:r. ---------_ .�...�.------- ---"' - -- -- ---.". � Y 106.J4� .. -==--- 'tiV�• -- ' ----� - .' f:.., r I .tV '?'10754 - �.�..�_- - -_ -_ -. -_ .... _ _.. -__ _-. a roly ,: - -. __. 906.i3 x1Q8.B9 108,75 - .,..-• -.r , '1:41 ♦ 107.ff2 .' 1"' .e _ 107.4 L_ ._. _._ _ 108.18.. `7$" m-,.... �:.:.,.. ..�s.. ..w.�...,, -_, ,.._.._. - ....... ,-_r,.. _ , -.... _,. ._, ,, i„� __ y.•.- _ ]05.0 ...�. _�____..._..- -�LIS`" 2i _h �� � b't• o� w;ti..t; �707.83 I" �t',�.29 1108.27 '�. 107-@+ u•:_ p07.35 t0?.28 106.89 ]08.52 1ak6Y6 .� 755 '••»10 ,_ ,,..-,- .-,:.,_,...,, „• Iv�t, _.4 4 _... ,- t ' rn _ 'F{! E-I-' „O1 r x CL P8.09 ^� r., 4wr/ rn ,oix,>f / -- - FIRST STREET ' 107,07 0 LL t07,'$8 s"107 8$ �.,,-.,,, x ,07.38 � •� �� 19'r.>. -- n ----:-7�a�ar:_,_� -.. ... -s- t�, ,-x=aars�+r ..-__•---� -- �_': _ >< 1o6s7 IRV 1 ,6s x 107.75 ) / - /� _.` EXISTING PAVED WALK ALONG TRADERS Z 7, rl �.- - a (PUBLIC-50"WIDE) -- • . EXISTING LAVED "WALK ALONG TRACERS' ��` + " ^*•. , Y & FIRST STREET TO BE REPAVED •y tc�.38 ,07.$ �' . . -r', �` t `'f' ', 105.03 T '06-33 ` WAY & FIRST STREET TO BE REPAVED - - - x 10+87 x o _N h4r _ 105.E % •07A6 ,07+1 ` �'' ' _.m.. .:,..:. .�r 706.36 ,w-6_ T.:a1Q3.77 _ k�x 0+-72 x 106,71 a. 4 ' .95--- ___.._-. _._-.. _.. .----.- __......., _._..__ __.._,..__-.,. it ,,1y$ - :--- - ,•„_... - r -- -- - .- ..._.. 6 tOS.i# '.. H ,0 •63 ..' -`- p- ,p't 0a.6 _, _.:•,,,...,.,.:.._.u. -- -x __:,__.-...-_- - - _.-....._...__._ak;-._. _ ta-�7t. '1p738K,.'ar_w> ..,., 8iF -. .• k 105 '0 is39,07 W *3 $ ` .., ]07 `:107:gg4 ^� 0 .66 ? 07.b+ 107,2b ,Oa.72 108.53•-_x106.47 _._ SD5.7 io9. _-xt : _ ? �705.?2 ,/ _ .. .. �y ¢108.091 Too 107.26 107t _.,: - --,. .,--,. - . ,,,. -tY -, - 1 Z _ .v',, ..�='ryy • r,]07.2A i,y..0 -. ._ „- ---- --•8__" _'`_.. .._ 1174 4 1 x1 , m 1 I Q I'y a FIRE SPRINKLER J � ` �� � 1 i v EX. DMH 7'W TRANS / ` ;��, IJ tia ` I RIM=119.87 ` ~�` I '` 136" RCP INV IN=115.27 w rn oo W/BOLLARDS \ v G -. ) 36' RCP INV OUT=115.17 r h h rn o 02 D B° EX. CB ' ./�\ i G .,/� , ` r)? + I .� v _ G o 00 „5HAWS" RIM=132.85 / / j I H Q�, Z �^ 0D 0 EX. CB BUILDING p B °B 12" RCP INV=129.25 G } i I = m z 1 -TmG �� 12'� RCP RIM=132.84 I B z �� \\12" RCP INV=129.24 \8,�13k G I I� v EX. CB _ RIM=132.99 p Q -'�� \ I 12 p z 00 82 O 2 `^ 3iC � 3 B 9 °B °8 12" RCP INV IN=128.39 °d r--� G �- G EX. SklI- 1 t �` a °' p O ` s � R lGARFIGE I ► 1 � ^ -''� RIM=1.i3.06 � r i \ - S 12 RCP INV OUT=12$.19 ----� G 71 !� J;Xrsioli� C' iv � c s 8" PVC INV=12F.16 -- /l _ 0 RIM=133.07 S w r # I \ I /S B C� 12��1- OUT1 17.7t .6 ORS\� ' wG G '� 8` PVC INV=127.07 G �' O �� S IN ti 1 G .--- ' `______ E ofil� .r RIM=131.84 _ t J T ' S ` EX. CB j , r� 10" PVC INV ICJ 1� .84 -- -' UP/LP 6 f - �� 1 / � / k 1 S S ,, -'\ RIM=131.66 UP/tP 9 wP /� 5. - - l -?6 I / -- 12" RCP INV IN=123.66 W/UG POWER 15" RCP INV' 4L7t=-25.64 \ 1 i " I \ I F /'' � \ , � I � to I � f 117.90 15" RCP INV lN-122.66 _15" P p DRl�_�f Y D� - --- - 9 G 5� 1-< RCP INV OJT-120.06 - �--. e - 9 ----'2 _ ® \ t o /P RAP ---Y_ --=_ / _ __- -E� •^ --a� q ' f lI �� / 1 I PROP. SHALLOW Q R _ T _-._� .__- DF� _ ° -, - "°�� --- a - r DOUBLE-GRATE CB (19S) �C, 132 - `- ---_ c--- -- "' \ Q --� I I I RIM=122.00 SUP # / � � � � � �`�---�Gr-- \--- � ! ��0 y♦ � �'� � t I 12" INV OUT=119.5 � '®ATV ''/JG 1"/ Y _ \ \ -� _ \ \ / 118.30 tt 10 ` EX. DROP SMH o o - - - �� J �-'\ e l- f/ -I 1 e u I k RIM 132.34 AP, / I= `i =I `�` LJJ9 I I X. 8" PVC INV=12 .d9 ` I\ -.� ```` c 1 �'r r ��'J_ Ia 1 1 Rl�d�130.2 J \ 1 \. \ ` ° I�_ ° I 1 & OIL SEPARATOR SOS 19S) 'a �a \ ,. � �., V74o- \ +125 ° I I i I i+ I RIMS 122.1t= �, �15 RCP I7 .. tI ! oa =INvO�l 25.97 _ V / � `° `� , I ° ► - �F', , e 1 " 4A arEx. 18' RCP �� Q� I ) 1` = I e 'i TOP OF TANK 120.99! t° I n- -7 ;1 1 12 INV IN=119.40 REINV.-118.76 ` \ n , f s �. -tv _t= �, a „ _• ~ 1 ►_ =t= ,, d ,» J co I 12 INV OUT 119 15 I-- a` \ -- ti - ` I f , t ° BOTTOM OF TANK 115.07Box --- �- 112 ` � ' ` t I NPROPOS1�ST0RMWATER i •• ` � I 1 - - - _ PROPOSED STORMWATERMANAGEMENT AREA 1 - t �� \� 1J1' //125�9 r 0 \ I J I MANAGEMENT AREP, � ro 5 ( } ,N / \ ! (INFILTRATION POND 9P) 1 ' 1 I w of (INFILTRATION P t � J f �CQ ♦ rn ��o \� '� ° '\ Sx (32) CULTEC 1 ,OHD &HAMBERS \ \ � r J J +123.00 ! TOP OF STONE=120.00 � e- t l f � \ i � 1 1 I (70} CULTEC 330XL CHAMBERS ns - �- p l ► TOP OF STONE 17.Ot"� I I i ♦/\ \ f J f O y Q a O \ 6, �•° \ '9iE a .� _ , � cI7 P \ � t i 1 v TOP OF CHAMBERS=119.50 � a � v � � �. 1 TOP OF CHAMBERS 1 t S 50 \ 1 �I / „ /C9v \ x� \ `�'k ,1$- 4" INVs IN=115.96� N 1 1 ♦ _�� �► - -- I' I \ PROP. DMH/ 14 „INV OUT=119.17 '�G BOTTOM OF CHAMBERS-1.15.46 R ♦ 't� -, y--.� 1 "�"°-'-°'`�"'�' r- �`' ,� 1M-124.5 BOTTOM IN CHAMBERS=116.96 >_ O BOTTOM OF BROKEN LEDGE�111.46 1 4 INV IN i 18 84 I k �� rk, \ INSPECTION PORTS TO TINISH GRADE . 1 \1 +126.5 +�26.0 5�0 _ f BOTTOM OF STONE-1 i 2.46 0 •9 �, � 3 \ � `I � '�.. 1 iNVs i 18.00\`\ � / o 6 \ EX DMH p ;,�, rrl `� } >> INSPECTION PORTS TO FINISH GRADE 1. PO 'off Ar �1` RIM=124.P9 !� � �� e° � ` � }+ � i \ � 142 ; J �`- ' kl:� CO w E _ f _ ''c POP. OU8 t } v i �O \\ •d, 'O 36" RCP INV OUT-115.49 \�'M� PROPOSED ST RNN�VVATER ° ° `` / i`-- -- g 0 6B' ) } f f pl W o+ o �. RIM-123.95 ^ I I N o \ PROP. DMH w ` MANAGEMENT REA i ` ` , DMH \ RI s=1 3, 5 / I Q t_ L {INFlLTRAl10N ON 28P) 1 » RI =125.0 1 INV 0 1 0 7 f r 100 0 0 0 TOP F STO/'100HU CHAMBER \ 1 \ ` \ 1 -121.32 12" TNV OUT-120.8 , �- -�'_�-®� I I A pC vt o) w a w TOP OF STONE=114.0 \ ` D ►�f F� \ x \ s TOP OF CHAMBERS=1113.5 \ \ P q OSED-tEDJMENT L W 'J a�i i O 0 Ln 0 8" +.=117.50 ' i 4 INVs IN=1�i2.96 EPARATOR (SOS 1 PROP. ANTI-SEEP v I w -p w - / BOTTOM OF CHAMBRS 112.4$ \ �, D R COLLAR CLAY (TYP) .0 !r E z+ s= yy \ I s 1 3.50�i,500 G N i ! Rs 6" FIRE `1 � ' BOTTOM OF BROKEN L�GE= 1Q.46 � '\ PROPP\DOULE'GRATE ` � ! �°`` 1 'S ,� P OF TA1VK=122.24 . '" 1 ` � � � I m m � � � -� •� •3 h S \ \ 4" DO ESTIC INSPECTION PO TS TO Fl ISHJ G�R,Agpp IN, 120.$5 , i 't7 >•'C3 Z eat e,s Rs 1 \ S x� r / / \� , c SALLOW CB (23S) .. - _ %' L _' = m w C] ,o l RIMS 12 :0 BOT/G F iXl� 116.32 ) p1 3 ._ ._ SMH \ / \ 1 �\ �, o �! i ♦ ° ° 12 `l�N 0 =121.50 ` i "r�C N ECT TO WATER-'r 1 w+ > p c z S \ " CONFECT TO WATER v 0 D RIM=122.2t 8 INV.=114,2 / + W/6"x4"x6" TEE POP $ M IL I $"INV.-111.Ot a a/ _ C 8"INV.=117.30 IN `} \ \ " I \\ ` W/8"x4"x6" TEE ( -� \ 0 c�C n- -, a+, a �® ` I PIR 1P SHALIQW CBX23S) \ 1 S P / EX. DMH 8"IIdV.=114.89 OUT \ \ \ �! PROP. SHALLOW } RIM=1 3.90 ` \ fr �0-7 ♦ dw IM 119. 5 ` RIM=114.39 4 DOUBLE-GRATER (#S)� 1O 'n / / f� ' f) PROP. HALLOW DMH \ I t 12" INV UT=l�> 40 \ , i �� TOP F TdNK=,117.$4 , I RIM= 15.50 t .` ' / RIM-12 .0 3 �{ 1 _ \ \ ��9 12" NV f -11 E.25 = 0 36" RCP INV OU36" RCP INV �10 9 H �+ \ \ - ♦ 12 INV OUT=11$.00' \ � a \ /` y Q / 12 tNv� 116.0o108. tit � EX. SMH \ y \ =1 6.88 ` I �, ! PROPOSED SEDIMENT \ v, v`�T, j I f RIM=122.27 \ 1 \ \ ` ` - �OS 23 ) �' ^' G� t BOTTOM JOF ANK 111.92 ! \ ti \ G� \ ♦ ,i' OIL SPARATOR c, / Cl I NAT C f o� PETER 1tig. c, 8" PVC INV=115.86 \ \ o \ / �� \ t Rf+As-124.25 1,500 G�+LLO �� p k \ f ( N) a / WS/---cS- ws W�' ws 4" Do M ESTi p '� C NNE T TO WAER �S' �� p TOi�\OF TANlC122.84 1 r ` ( �• BLp`S r:.L. 'R. \ I \ .�' .� WS --`- WS S WS 6" FIRE h� .--' \ » ♦� \ \ \ " s ~`'PROP. S SW DMH t ' - / PROP. SHALLOW CB's `v Ci`J,t ' v EK, CB _/8"x6 x6" TEE \ 12 INHOF N=121.25 RIM=i 16.56 1 12 \ 11 1 1 \ 12 IUT=1�1A0 °v RI�J 120.4 t r I LT do RT (i$S) Na 4161 CI �\ D I. I ` ° n N° N II° r"#° II° I RiMs=119.80 '�F 24" RCP II Iv=1 10.56 �, _ \ \` \ ,BOTTO TANK'-116.92 \ 12 INV`Q t III rl -N- -r �-'' " �, CONNECT TO WATER \ \ \, r' \ 1 `\ t � i I !! u N N I II _N T \ j -�� ( 12 INVs OUT=117.30 EX. DMH \ 1 O O W 6"x6"x6" TEE \` \ �OLCEPT�R ' "��- • I it+_rti� 1f' -�+T��'T / ! f PROPOSED SEDIMENT / PROPOSED S \ RIM=117.05 °� CONNIE 0•WA E ' \ \ ♦ � t Ni N r t 3E" RCP INV IN=109.75 ,16• " t t. STC 900 #1 \ \ �, �� I►If r n N y /R �c N I .! I 4irT '� W 8 x6"x8" TEE i IM=116.00 \ I -! 11��-R N /, w t 1 TJ � / t \ " _ - \ � i ' - � � F$ 18 6 .1 AIR GdRAG� v R MsIL SEPARATOR {SOS 18�) � / 24" RCP INV IN=110.55 \ i 1 , t _. \ t \ 19.5" I n " I ; ° u 1 1 120.0 1 500 GALLON {, t ' 2 INV IN=112 9b ► .x \ \ \ I I n n , a p I _ 15" RCP INV Iv=N.A. \ D � 1 i �2" �- l ,� \ >dROP. DOULEGRATE � � � n 7.7� I i 70P OF TANK 118.79 �1 INV OUT=117,.82 t �. , SHALLOW CB ® f L'u -1L �+/I JI ES G '` 1 I I „ 3E" RCP INV OUT N.A. _ WATER LEVEL ® 107.35 \ C O = a - ;116 / J \ 1 \ CO 00 co co ♦ II _Ti / I N a e ' 12 INV OUT-1 6. 0 0 o Q \ ` POP. DbULEG TE , RIMs=119.20 I 19.2 t1 �f I NL ! R i 18.00 V2 1 BOTTOM OF TANK-112.87 N N N N\ O An 0 ECT 41'ER 1 ti 1 1 SHALLOW bB 20S 12 INV OUT-1 I 12" INV OUTTANK= 5 '- 1 { } - , l o II a N'o q ! e o o II° Ns l PROP. S t I t } C rr -°'° 0 a +1 f£Ifi 117.65 1 1 _ EX. CB S G a1 IN 6"x4"x6� ----- -� � � \ RIMg=118.5`� \ CONNI�T TO WATER ^� /„ d/J ' ♦ c> i 1 13.7+ _ w a0 /8"x4"x8" TEE -„ / cN 04 ,- RiM=11 6.95 1 i '� � 15" RCP INv=112.15 ` 0 1 s' /� n r t 2 FES 112;a0 �� 12' NV OUl'�116. 1 // , I 12 INVs= _ AN/RIP-RAP A)RON "v \ , �`' CONNEt;T TO WATEI7 RIM=118.d �, • - d e° a � t r RIM=1 19.36 00 (0 c0 t) \ r- J 1 � - PROP. SHALLOW CBS) �a1LN 'i 3.31 113.10 I PROP. SHALLOW DMH \ " `�.� - 1` , ♦ "x6"x8" TEE 1'2�-tw'O17t "i Z 5 f , r I I I i 12' INVs-116.00 4.' DOMESTIC 1 �L ---®---- y� ` 1,\ OPOSED`SE,DIME T �� / - 15 CAR G�RAG1 LA t PROP. SHALLOW DMH a I CONNECT TO WATER } \ �s�n ,�, l � PROP. OW 1 '\ OIL SEPARgTOR�SOS J$ `-1 E" FiRE •� � IM=117.0 ! ��- � I I tl W/12"x8 x12" TEE ` -1 \ �� 1 - RIMs 12.6 (2;500 GALLON) .tom. \ C r /R � = 1 � �17.7� � o we o F { �� TOP TANK 1 1.34 ``�'-- PR POSED STORMCPTOR I v& TRIPLE GATES ♦ DOUBLE G C 9S 1 \ 1 12 INV OUT 113.25 t I ( I W +1i3.77RIM=1t2.40 \ ^ \ ` r I I / 1 \ 12\INV IN=109� 5 \ \ Ps # ; 1 1Y It OUT= 0 \ x 12" Ii�V OUT 109.yO RIM- 19.00 \ \ 1 a I t I �' TC 114.93 v' BC=114.00 !j ® iv; BOTTOM OF TANK 05.42 \` �' r i 12" IN'V's IN=f-,15.00 `� 1 " j r / / ��P ,1 7- .J ;� eI � i I 0 BC= 14.43 , \I \ s \ 1 - . 12" INV�UT=11�,75 �. �� 1�8--. ___\�1 j A» ! MH , I t 1\ \ O ` ` ` � +121.0 tJ P° _ r"- I= sl t -PROPOSED STORMWATER I- I- t- m EX. SMH # - 0 CC "IIYV-1 �. \ ,� r 126 -- t y {_ _ =I_ ,. =te PROP. SHALLOW DMH i MANAGEMENT AREA C) 6 25 \ �___ RIM-1 (INFILTR4TfON POND 7P) w w g U RIM=1 11.3 c,TG` 11 1 \ \, 1 ,. �� , - L _I_ -,� 3 4" INV 1N=113A I (72) CULTEC 330XL CHAMBERS • 8" PVC INV=103.33 1 SC 4.36 \ > \ MH S I PROPOSED {12 1 2 ' \ RIM= �� ^� 12" INVs-112.5 TOP OF STONE=116.25 1 12.50 \ i o' 15 CAR G�RA 8"INV.=105.7t 4"INV.=108.16 / '- z N) ti +07.0 aAR pARA I 1 8" SDR35 P 1 � � ` I TOP OF CHAMBER5=115.75 � � © � .48 - 1 SEWER S=1.0 e I�� \\ \ 8"INV.= 07.83 h`�� $LAB I 1116/!7 / L�b i 1116/ p J 11 ( i2„ INV 1N=1 i4.75 O Y S 1 1 , I PROPO SEDIMENT 12 IM/ OUT-113.50 w w N ct cn. & OIL SE TOR SOS 15S LL PROPOSED STAR�IWA o Q \ ► J , - I / ( I BOTTOM OF STO EER09 213.21 w w o a D FG,Q I MA?ACtEMENT AR��AA t 6 ` PROP. 1HDP \ / . i 14.25 500 GALLON) W ch Ir T�gT1 � l $ 1 a / "-- 1 Q RiMs= �` (INFlL ON P D 3P) t �, \` ,� INV OUT=1 2�33 \� P MDC GA TRAP �,� J" �r ,, TOP OF TANK= .79 I INSPECTION PORTS TO FINISH GRADE w I (56) CULT&33. XL CHAiA�ERS- I j ` \ W/RIP RAP At' o RIM=112.75 / �� +1 a6_50 - . v 12' INV IN=110.20 PROPOSED STORMWATER Q W W Zi Zi NNEE / r- - r - - r -r - - r - r- r ' TOP OF STO 09.5 0 ` t 8"INV.=108.58 IN r T' ey .r a I LLJ w w N _ x 1- , �.. 1_ _ �`_ }. . e _ + - }. 12 INV OUT=109.95 1 0 MANAGEMENT AREA -1 1= 1= o OP OF CHAMB 9.0 1 \\ f 4"IPIV.=108.25 OUT �` PR&:-Si-IAtLOW CB s ' , _ TpP to� �� Y _ +z BOTTOM OF TANK=105.87 8�1 . i \\ T ' � l- - I- -I- ° (INFILTRATION POND 6P) < 12 INV IN=108. ---1 � '+ � r � I �� � -`i � �l � ,,��// a u, I „\ �. / o \ti i / '!� RT {15S v I - � „ =Ia _ • PROP. SHALLOW DMH I (50) CULTEC 330XL CHAMBERS 11.f1� V1 o v� N 4 (TN S IN-108 75 FROM�OOF `� � \ \ � y( M'� 1 9d ° Z � � „ � � _� F RIM=i 14.0 � TOP OF STONE=114.50 z (2) 8 NV'S OtJ�=10 3 r 1t �-fi� 1 BOTTOM 'OF CHAiUB RS=106.46l.m. " i` ' N �t e N e �'� �`c,, � � /�\ '_% , 0 1�0 q 0 3 - L -I -I- 12N INV IN=108.25 � ( TOP OF CHAMBERS=114.0 c . -- t ) - `E' U" CP \ I � 12 INVs=108.33 - tn I OTTOM 0 fOt E=102.46-- I Nit n' u N t `_� t„�� �� 1 1 +( 5 rn i 2 INV IN-i 13.00 Q ECIlf1NNF]2I�S�0 H E I. _L l _n_u_ t "tld. 108'45 �0 r'' c�' a ' > - PROPOSED STORMWATER I 4' INV OUT=113.67 "�„a p �p t II tt n u N ;r �` q`QP0 - I BOTTOM OF CHAMBERS=111.46 CL N l t 8'1NV.=106.8 t t p MANAGEMENT AREA c� \ p_i� 1 NE & C�E�iENT J \ I \ / ♦ ( i r BOTTOM OF STONE-107.46 (� n 1 a cn � I I N N �tt N u N i H 1.5 � Q p \ `_ \ ♦ '� \ ` / I � (INFILTRATION POND 5P) v � INSPECTION PORTS TO FINISH GRADE 11J t u I 4" DOMESTIC --- I $ * L ,, SMH- (60) CULTEC 330XL CHAMBERS rn ' ( \ TOP OF STONE-110.0 8"INV.=107.0t 0 1 v v ` N I T uK'S S �, RIM-1 12.84 PROPOSED I RENT OS i AOiPOS D ST RMWATER TOP OF CHAMBERS=109.5d Z ► t » -� �` fi "* -n �' 8"INV.=106.0 & OIL SEPARAT ( �S) TOP RE�4 11 4-IF A l „ ( ) / I n ! n u N I 12" INV IN-108.50 1 t 1 t 6 FIRE I \N N tf N it n i / ` RIMs=112.4 1 5 0 GALLON ) ° ° 12 INV OUT 106.50 ► t ► Y _N_it \` W ` (INILTRATION Ot�ID 4P _ -- ° i J �'- `Y 8"x8"x8" TEE NK-11�:$4/ � u- N DOUBLE-!RA CB 10 t56 CULTEf 3 OkL CHAMBERS 1 I I II N �i li a i BOTTOM OF CHAMBERSS106.96 t _ I n - 0 4 r" 1 ,, N _ _ _ PROP. S N. '\ N RIPLE GATE = 109.25 �,`�' , L �� � _n_ I I t \ In 114.9 I r N p N u li ` �' � /0 _ BOTTOM OF STONE=102.96 Oh £ 1 8'INV.=107.6t " A�JI_II�IL JL ( ) �,,, O 12" INV OUT-109.Od ` / OP F ST N =1b3.8 I n t N t i v t \ , SMH ` RIM=112. 0 = ` MA A BOTTOM OF TANK=104.J2 Tov:I �HAMff�23 -103.3 , I II 4� -u INSPECTION PORTS 10 FG I �/' ca Q ► 1 INV UT 09. ,! "� HI I / jj PROPOSED SEDIMENT 11= 1 1 RIM=112.00 �`� ,- N r CONNECT TO WA1�ER JNVs IN�102.7 " t -ul-I ! , , _ _ c�" r-� - s & OIL SEPARATOR (SOS 12S) � / 1 8'INV.=10,.30 ,�*'� _ VJ $"x4"x8" TEE (2 8 IM� OUT 7¢2 50-- I I n N i I Ii I � r- `` / ,I E t RIMs=107.00 (2 000 GALLON) W p (IV ► +114 5 i \ - -�- ' - '-;�-r - - -, 2� v' 4', D M, - B0. OM F CH B RS=100. S r y tr -� �*-tl-I ( m 1 �0 1\2D "' FlR B TTOM F ST NE=96:�6 , ` I N t N TOP OF TANK- �]_ II N �i _-- °=I= -i= -R- #_ -� 1- .�N �k c, Q 1 r -N 1 Y INV IN= 104.20 1 PROP. DMH �•.- - I 1� CONNECT TO WATER I�ISPECTiON PORTS TO FINISH -I „ RIM=107.5 _ g_ W/8 x6"x8' TEE o- 1_ _ 12 INV OUT 103.95 T. 12 iNVs=102.25 J --. g° 8.CNV.=108.Ot ,o o ° ,� ° � BOTTOM OF TANK 9 M fii = m , als�:� - _-.�- e� �� \ � / c� t N N y _ p I (2) 8" INV'S=102.58 o N RIM=106.95 1 N ` 1 t <a i u e w 1 u i = 15" RCP INV=103.10Vi T I } 1 \` +113.75 „,° I _ L I w 3O" I I =94 +117. 1 + r _ OM. OC V / I� I -wrnLi - FRAME do GRATE / AFP,.OX. CB 108 I OP. DMH _ Q _ o - 36" 1 d 0 93. YV = i♦ 1 / _ 07, RIM=108.0 LL in N r1 HysouD/covER In t'xi' METAL 4 \\ ��-----•�•-PROP:- i ° _ .1 1 .E CL ! `4� � RIM 06.9t i C�QpD - -"ice 16" FIRE- / W cm COVER ') , �\ RIM-112.95 TP 1 V. 1 E ED = - +�� RAISE EXISTING RIM _ 6" I � L -� l♦ PLANS \ 12 iNVs=104.0 {� O N EX. DMH 1 (2) 8' INV'S=118.18� 1 (2j-a"' 107.Qfl,. -3 9-E -N�BE�--?fr TP 5. ♦ �j 11 -------V. ----°" - ,�, RIM=107.21 TRANS D p o + ' \ ® � ENT ARRMW +11 - 1 -.- \ - -- _ 12 HDPPRAIM, 106. -PEE�F. HDP RIM= 3 N EX. DMH � "" _ Rf; g�a,L_S_� 46CL Lea L 12 RCP INV=100.73 RIM=106.73 am_EX. CB �,� �, z '�T E --_ NO REFI(`»M1FJLTRATION POND 2P) --- ` a �,� -- E115AL � _ � - _ RiM=107,21 z LIGHT • 36° RCP INV-102.83 - - - - - -- -- - - - -. - - _ __ - - - - - - - - - - =-,, -=" - POP. OUB ?? INV=102.61QD 0 OF ST(Nt' 110.25 _ LL EX. DMH �' TRAF IC UGH RIM'107.82 W NNECT TO WATER PROP. DMH RIM=105.60 `'' s b� BRiT �- t- =O �_AMBERS�. Z)HALLOW CB v MA T ARM a 12" INV IN=108.75 RI SMH a C/12"x8"x12" TEE 12" INV=101,60 FROM DMH\ z CIP a' RIMs=107.33 .r+.. SS�R rn RiM=109.94 ------ - SI � EX. DMH 12" ^.i. WATER w W w_.. „ 5" Q2" 1Q4 Al S n S O S }5" U- t tCu 8c TR,PLE vATES 12 iNV 101�0_ $F Q1vl cU����� S r- n l CIP SEWER 36" RCP INV=101.84 c N � W APPR LOCAT N) (2) 8" PVCs OUT=107.75 (To Prop DMH) PROPOSEb �`� W-- - - S �3 INVs=TO BE DETERMINED CONNECT TO WATER of r- RAISE PAVED OVER GRAIN Q - BOTTOM OF CHAMBERS=107.21 s u-"'�-w- ----_.. O o W 12"x6"x12" TEE o SMH }i MANHOLE TO FINISH GRADE V 0 36" RCP INV=101.74 c 12" RCP INV IN=101.43 _ _3"iNV.=10 0 ` , -a / `� RIM=105.23 1 BOTTOM OF STONE 1 3.21 ��- S 3' �) ,r E F Iu w___1 O » o DURING CONSTRUCTION 36" RCP INV IN=96.Of o� INSFE@ N JPORTt 0 MAIIHOL W/DMR1 COVER m"l-l -EE W w w v 36" RCP INV OUT=95.Ot c, �ISH�A5 0 f ��� w� ram& - 15 CIP 1NV=99.93 12^ Q. WATER u_ ___-- G G G G G G G G G G O G RBI}• (APPROX. LOCATION) X. SMH c> IPN.'S=N.A. FULL 0 iG G G G G G G ,,' � -� G G 6-PL-60#-2002 tI �F- V'' �' FULL F SEDIMENT °' - RIM=107.37 G ----" S ( _ O�I�E < UJI �� FLOWLINE=102.67 _ _ -� ��r - - -- - - - -- - - - _ -_ - �-� Cj _ v `- f08-�. ___-, 1 �,f--- ..� .� � _� _-. .-... _._. � ._.-. ....- ----- ----- --- .� ____ � ._. -. w � CONNE T 0 WATER X. SMH Lf'TI p 4\ W/12 x4 x12" TEE �\ » » EX. DMHrnvt R RIM=105.90 M 0 0 W V1 Y. to V) OD 00 oa+ 00 „ y v, z 1 i F t- - , . 25'40' N 170.00 r 'Q� 12 o " - -- S52'94.25 ! �� o p 66 0 ! C/) W °r° v�,� IT 0 1 6 ICAR IGARAGE I o ! •40"'N ` 5.0' r �- F `' 1 SL1 66 017�.0 { �, ! �'''0 J 552 - � 1 95-BA- } 4 SPACES y ! _RETAINING WALL -- 9,c18 { 6 7,W € SPACES ! -- _ _ __ , _ 1 (TYPICAL) W o c51 5o -__ "--- • TYPICAL PCCESS-- --_ ._. ...._ _. EASEN'ENT rn - _ 6 SPACES ., TURN __ ...._ --- --- 60, WIDE K 7726 a N SEE cb ! � -- ± I SECOND PICKWICK TRUST •� 26'0 24.0' ! �-- -�_ VGC SGC 9x18 M 227 HIGHLAND AVENUE t (0U) m scc SPACES 3 SPACES BOOK 13828 PAGE 177 o -- ENCLOSED WASTE 0o _ - --�` 65.00 ASSESSORS ID: 08-0141-0 �''• `� a I iri 1 AND RECYCLING --- �-TYPICAL c }; CONTAINERS ' �- �o (TYPICAL) --- r is 5.0' �-- 6 SPACES ^� { a v' sG W PROPOSED y -�"` �' C ! ru RAMP W/RAILS C d tts ! > w V1 S < � � O 24.0' 24.0 9 PACES Q H 22.00 I crs vi % Q s•: v+ ' � �tooz rz wC { C1 L� 0 }{�p� �yP 6 EGG N ¢ �_ 5' WALK E Q- °J, U (v O, N cT 3 sz. 36.4 � as as tTJ T� rn fn S60 1 1 'S7 W �� 65.00 I J Q C.. N v) �l �22 Q° N SGC N ` ! C u 4 C- �y1i� o �� 10x22 SPACES o i patl0 cv tn ! rn im "Ilk �J 6.0 �, sa TYPICAL 0, m �--24.0' �`' `` ! o � rr a u ,.� .�'� 26 22.0o U w I LLJ O d O o clubhouse Y 4 WA � ff=125 0 Q �, BUILDING 7 z -! `d w 3 TYPE 1 0 Q I w ai rn a1 \ n sn Q 10 U a "' 4 STORY ! m m � 6' VGC Vl l Z i�1 •� .� rz �dp 00 4a vi CD V v C f� � 32 UNITS � `� � % o °o ,�a �G G z2 N pergola o � ! LL o C] o � o. -moo 4 ^ v' 2�-A°, - � pool ! c �2 1 oo ram,v�y o i OF 5 ) �� /Q. N QE, patio GF'S � 220° 65.00 36.4' { a .3 �o N ! 55.001 u, 9x18 0. ��1 v� vGc N I5 CAR GARAG� EXISTING PAVED WALK ALONG TRADERS ,v, -. Q o ` ! WAY & FIRST STREET TO BE REPAVED SPACES U �, p -(� r, °, o P � .ca +� � o t LAB( �@ 1117.7 b a TYPICAL '; �, S'� 55.00 CI0 - - a co - 1 O O ,M O'Q t[7 m r� M GUARDRAIL ". V3 v c scc 0 ! 55.00 I Iti/F 1y der r o ��0 9x1$ �`Gc N 15 CAR GARAGIL N { HD SALEM-GP LLC 5 SPACES SPACES 0 50 TRADERS WAY ''+ T TYPICAL 'LAB @ 17.71<i o o 0 BOOK 15047 PAGE 608 �� 55.00 ` O O} ASSESSORS ID: 08-0163-0 3 j 11 SPACES `s �5 136.4' �- m z 1 GF 6500 65.00LLJ U a7 ti 'w scc ! N/F W F- U PEOUOT-SALEM O M z �c --�5-5.0-0+' 5' WALK I I I I55.00 I LIMITED PARTNERSHIP ��� O = O x N ,, N ,,, 10-12 FIRST STREET ,,,�' CJ1 U 32.50 32.50 0 15 CAlR GARAGE o 15 CAR GA RAGS b z BOOK 35556 PAGE 337 '- O Q Z_ 3 �, o $LAB I @ 1116.7� o o SLAB; @ 111 6.10 o � W � + /� � f- U FF=114.75 FF=1 14.75 �, sr 55.00 !55.00 N > ! v Q w (n U Y Ce RETAIL RETAIL � ¢ ` ! ASSESSORS ID: 13-0006-0 O 5 J Q' a 9 VGC SGC SSG W ! S� z � a H N II � �� , o C oo VGC O L� ` ! Q W W U 11 p o 0 C --{ ► '. 24.0' 14 SPACESLJ ! �- Q Q a' o sG,c z m 1 CTJ ' BUILDING 6 Q ! ~ �' >= w 1 u w tL Q U fl ± > > o 0 T"P E 4 y J N o o U 0 U 32.50 �Y 32�50 i ����, EVGC 4 STORY > ! I ¢ m �, o �?? 5' WALK O Cj LriU v' a¢ Q�� �' -j 34 UNITS o ! V� trj w 4bi Qv � 4,1 < FF=1 17.0 165.00 in 0 0ry� b a BUILDING 5 N "' I L z c 24.0' I ' BUILDING 2 TI TYPE 2 Y W h L ! I- ' --� ` ' TYPE 3 U- °' 3 STORY ++,�,,,�� ca _ 4 T RY vGc I $ 32 UNITS ``- 1 / 00 S 0 4 SPACES kn �` \ Q LU o 24 UNITS 9x18 SPACES i CL H sp N 'W/RE L TYPICAL Q r EXISTING PAVED WALK ALONG TRADERS � (/� t/} O (m�► WAY & FIRST STREET TO BE REPAVED . +, 65.00 Voc 2 $P. 9 SPACES 165.00 FF=107.0 65.00 36.4' Q Cn 1 19.8 pC oC N S N C e O r-- N I I r � SGC > � O . w . _4 WALK CL o, 00 '"3 - - - - - N -1:.- : ,. --. =- - - _- _ -- -- _. - - - ---- N60 1.1'S7` in r- O6 R�56 00 cU n iF Oo coD U- l �VF F! RST STREET o EXISTING PAVED WALK ALONG TRADERS Z 3 EXISTING PAVED WALK ALONG TRADERS (PUBLIC--50'W I D E) WAY & FIRST STREET TO BE REPAVED W WAY & FIRST STREET TO BE REPAVED N 10 1,•1 0 W0 W Q N_ LUMINAIRE SCHEDULE site CATALOG NUMBER - 4006 points at z=0, sp 10ft by 10ft NOTES: (4 � HORIZONTAL FCOTCANDLES tv w m 00 g SYMBOL LABEL QUANTITY BEACON DESCRIPTION LAMP TILT LLF CANDELA -ILE Average 0.5 SECURITY LIGHTING TO BE DETERMINED. (,� o""o � 0 Maximum 2.9 2. ILLUMINANC'E VALUES CREATED FROM MANUFACTURERS PHOTOMETRIC DATA. � z � J, Minimum 0.0 - <[ en 00 VIPER SMALL SERIES LED 3000K Avg:Min N/A 3. ILLUMINANCE VALUES SHOWN REPRESENT MAINTAINED HORIZONTAL H Z ',^,m z VP-S-48NB-1 10-3K-T3 TYPE III OPTICS Max:Min N/A FOOTCANDLES AT GROUND LEVEL. � �"'� �i � z e� ,,v . � A 19 FINISH & ELECTRICAL TO BE LUMENS PER LAMP 0' 0.85 VP-S-48nB-1 10-3K-T3.ies Coef Vor 1.18 a - o °lzii 25 MOUNTING HEIGHT 4. 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IN.a. — COMPACTED 6-INCHES i x GaAy si_ S U B G RAD E �.� ._ p -III-I zI I-I 1I- -�: rY` T.�!- 12" ]-+- G ' oa 000 0 0 0 o a o 0 0 a o 0 12 a 6 f °°�. 0 0 0 0 0 0 0 0 0 0 0 " , 2�4M1N. POURED CEMENT o '° 6" t✓l(N. "' EXISTING t� ) o GRAD E SECTION VIEW _ — — �� ° PAVEMENT SECTION mot• � �`: .,�„��,�-- `� III CONCRETE SADDLE T ACCEPTABLE UNDER - 1- l I-1 -1 I i�111 _�� - (NOT TO SCALE) SECTION M4 OF THE �+ mossDOT STANDARD NOTES: SPECIFICTIONS I �t- COMPACTED SUBGRADE 1 , BASE COURSE AND SUBBASE t PAVEMENT MATCH SLOPED GRANITE CURD (NOT TO SCALE; VERTICAL GRANITE CURB COURSE SHALL EXTEND 3" MIN. CONSTRUCTION ENTRANCE NOT TO SCALE BEYOND EDGE OF PAVEMENT. w (NOT TO SCALE) ( ) (NOT TO SCALE) tA I a o H Qj C, CONCRETE AS SPECIFIED � o n �f3ca'' z " k ,.;M1-,raa.:l "' tEr:'h- • :t'� to %A N < (2) 13 x 1 f 2 GALVANIZED 1 8" 4 1 15" 5'j _ 1/4"W x 1 'D SAW CUT CARRIAGE BOLTS WITH HEX 2 8"OR10" 5' 1 18" 6' CONTROL JOINT (MAX. r--- NUTS & WASHERS, THREAD 1 12" 5' 1 24- 6' U E 5'-0" O.C. TYP.) FILTER FABRIC AS SPECIFIED 6 x8 x6' POST MIN. CRUSHED 3 a a 1 EXPANSION JOINT (8 0 C ) O .j Q a N cir D — FINISH GRADE WWF 6x6-W4xW4 (2" MIN. TO e. �` o x,. -x— x--x---�--x�--•--—z x a _.__ FINISH SURFACE) O T : . .:::::...::•::: :::.:: 8' GRAVEL BORROW (TYPE B) ---� m ca f-1 = HaLzri-I E_ _ _ COMPACTED SUBGRADE ( c., ,� a U +I 1 El I �.. - _j a a o N PLAN ` a J ►4 LONGITUDINAL -SECT ON I I i � PVC TEE I �.' j d L: -a •a -0 NOTES: I ' . w L '2 � Ln Ln 1 . SURFACE SHALL BE BROOM FINISH UNLESS OTHERWISE NOTED. FINISH SURFACE SHALL BE SLOPED FOR t `� rs:r: g g m a o _� �+ POSITIVE DRAINAGE AND SHALL SLOPE AWAY FROM STRUCTURES. I FLEXIBLE COUPLING W 10 `a u' rn rT 3-1/2"x 10" RAIL t°. r.• APPROVED EQUAL m Z � 3 3 3 2. EXPANSION JOINTS SHALL NOT EXCEED 30' O.C. AND SHALL BE PLACED AT ALL BUILDING ABUTMENTS. 3" o, m v � .N _ r- 3 , °' c o a 3. CONTROL JOINTS SHALL NOT EXCEED 5'-0" O.C. UNLESS OTHERWISE NOTED. WOOD POST STAINLESS STEEL •� � �'- -_� .>� L ' .�:""-,- ;...----- ANCHOR WITH FACE of MASONARY �/ ��- ,�. REMOVABLE BANC 30' MAX SPACING BETWEEN STRUCTURE FILTER FABRIC AS SPECIFIED 0i 1/2" PREMOLDED JOINT FINISHED GRADE EXPANSION JOINTS 5' 0" TYP. WIDTH VARIES FILLER W/ JOINT SEALER 4f 1•.!A . 4" THICK CONCRETE WALK SEE PLAN WWF 6x6-W4xW4 2" MIN. " F T _XX I �' - -- - - _ c o� ?ETEi? M. - �— ( 12 IL R� S _T 50 .X -- __ . . .. . ...-. CROSS SLOPS 2� MAX. ...� � 1-'� -:` � __ .. � = ' ; - : I T - -._ � L_-W'' � �j I '='1Lr� s� TO FINISH SURFACE) OR APPROVED EQUAL. �,' :. _ - I , - A' CONCPRECRETE SMH U BLAICIVIL I�L,JR. U) • N 2"x2"x36" WOODEN STAKES V: SHELF-� a No.41613 4' TYP V F _ ° 4a .. PLACED 10 O.C. I I I I I o O'r,-r'~� CONTROL JOINT (SAW CUT 1-IN DEPTH) g" GRAVEL BORROW (TYPE 8 EXISTING GROUND SURFACE DIRECTION OF FLOW - 90' BEND COMPACTED SUBGRADE 1 2" EXPANSION JOINT REQUIRED WHEN `�� , � � I I 8 _a„ I I ( I --- / BRICK INVERT N WALK ABUTS RIGID STRUCTURES WALK AT MASONRY STRUCTURE CARRY FABRIC DOWN z 6., ( I I I I I C. co m °0 co PLAN INTO TRENCH �_ANCHOR FABRIC WITH L L J J CLASS "A" o 0 0 0 SOIL, TAMP BACKFILL N N N N CONCRETE �. E LEVATI 0 N :n r` 6 MIN. N 5 _0 WOOD POSTS CROSS SLOPE 2 o MAX. r'FINISH GRADE 8'-0" O.C. MAX. CRUSHED STONE oo (0 co 03 i 1 —°-X �—�-�-x� VdWF 6x6-W4x - - - --- $" GRAVEL SORROW (TYPE B) WOOD GUARDRAIL INSIDE DROP SEWER CONNECTION .. J, , ILA-II;,III-�131,,,�I,�J� ,ll ,,J COMPACTED SUBGRADE SILTf- ENCE W/SILT "SOXXII NOT TO SCALE NOT TO SCALE (NOT TO SCALE) TYPICAL cRoss SECTION CONCRETE WALKWAY NOTE: NOTE: = s 0 1. ALL SPLICES TO BE AT POSTS. A DROP ENTRY PIPE SHALL BE PROVIDED FOR ANY SEWER ENTERING A MANHOLE AT AN V) cn -C t (NOT TO SCALE) 2. USE PRESSURE TREATED WOOD. ELEVATION OF 24 INCHES OR MORE ABOVE THE MANHOLE INVERT. '`J O to N NOTE: O O a 0 CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT RSTANDARD HYDRANT P Q 0 V) ro WILL BEAR GN UNDISTURBED EARTH. ��MATE�RIS Concrete Pipe DIViSIOn u, u, 0) USE RESTRAINED JOINT FITTINGS (MEGALUG OR PUMPER CONNECTION BREAKAWAY FLANGE W s z C APPROVED EQUAL) WHERE CONCRETE THRUST BLOCK IS FACES ROAD + C� W X = UNPAVED PAVED UNACCEPTABLE. - STC 900 Precast Concrete Stormleptor ,� J o 0 SIZE OF BLOCK OR MEGALUG TO BE DESIGNED FOR 1 .5 /� ANGLE OF FITTING o o z z FINISHED GRADE TIMES NORMAL OPERATING PRESSURE. G,' o (0OO U.S. Gallon Capacity) �[ aC z z �--SIDEWALK FITTING BELLS TO BE KEPT �:'�: Stomlceptor � iv FREE OF CONCRETE Y:•' GROUND EDGESTONE '''` ` ; UNREINFORCED THRUST Frame and Cover 32"0 Q EXISTING �,. FINISHED STREET GRADE BLOCK SHOWN SURFACE •': : Grade Adjusters to I ~:.:;'• "r: ' Suit Finished Grade 5" N ,.-::. 24'0 Oulet tY L___1_PAVING AND SUB—BASE MATERIAL ✓��c:�c���y.<C640 BEARING AREA AGAINST 8' � 30"0 � �OrtEce COMMON FILL MATERIAL SALEM STANDARD UNDISTURBED MATERIAL �r 3" CLEARANCE • = ° ti W L � `° "' V '" "' VALVE BOX AND COVER 72"o T Q w COMMON FILL MATERIAL /------ •:.,., ,. :; _ Varies Stomrreptorm ,ACCESS TUBE Lrl `° "`'"`' +'r.• ::.•� : Insert Outlet �"�" WARNING TAPE ' • _ REINFORCED STEEL IF REQUIRED "r *' `': � ' oar ::�. •'. ;;`. .1• • Inlet Wek ,... 00 4 MIL POLY OVER STONE , MASONRY RING •` +1 .-`' � W Z 4 CONCRETE ° ' Fad • a Z r; THRUST BLOCK a • LLi �Y/�( N r r •. M•. Drop Tee Access Dpenmg Oil .,! Q U a 12" MINIMUM SEE 6 GATE VALVE • ' ' °: I ' . . U lwil. „ 8" MIN CLEARANCE ' `- tnletPipe 24'ODm W cn Q N IN SCREENED GRAVEL NOTE 1 BELOW IF CONCRETE THRUST BLOCK IS OM g _ USED, DO NOT BLOCK DRAIN 8' PIS Plan View p 00 ` SCREENED GRAVEL PLACED AGAINST `• .. •": •. O N UNDISTURBED SIDES AND BOTTOM OF 8' e•. V SEWER OR DRAIN • �'' ° TRENCH. SEE NOTE 1 .' r, . ° �.. THRUST BLOCK -�--- 12" MIN SCREENED GRAVES BEDDIN �8" MIN SCREENED GRAVEL BEDDING WATER MAIN � .�• <• • a '' .: � NOT TO SCALE � r- BELOW OUTSIDE DIAMETER OF PIPE. BELOW OUTSIDE DIAMETER OF PIPE. NOTE; ( ) SOChon Thrn Chamhu �/ N .� LEDGE UNDISTURBED PROVIDE CUBIC YARD OF THRUST BLOCKS TO BE 3000 P.S.I. CONCRETE PLACED AGAINST UNDISTURBED MATERIAL r•- EARTH ANCHORING TEE SELECTED 2" STONE - TO 6" MINIMUM BEAR NG FACE AREA FOR V u_ NOTES ABOVE HYDRANT DRAIN CCNCRE E 'HRUST FLOCK • MECHANICAL JOINTS PROVIDE 12" SQUARE BY 6-INCH THICK � Q 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM CONCRETE' EASE UNDER HYDRANT PIPINCHESECER 6 in. 8 in. 10 in. 12 in. 00 MID—DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE Notes: Z HYDRANTS, PLUGS, 3 CAPS, AND TEES (S.F.) 4 e 9 13 1.*Me Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. j W TRENCH DETAIL FOR TYPICAL FIRE HYDRANT CONNECTION FOR HIGH J 0 9D' (S.F.) 8 12 19 26 2.The Cover Shonldbe PositionedOverTbe Met Drop Pipe and The Oil Port. ' w 0 45' (S.F.) 5 8 13 18 3.The Starmceptor System is protected by one or more of the following U.S.Patets:#4985148, _ GRAVITY PIPE OR LOW SERVICE LINE a u- 22 1/2• (S.F.) 3 5 10 #5498331,#5725760,#5753115,#5849181,#I6068765,#b371690. Q (NOT TO SCALE) (NOT TO SCALE) 4.Contact a Concrete Pipe Division representative for finther details not listed on this drawing. CD 1 0 O W N_ 6: FINISHED GRADE DETECTABLE SURFACE TO w o, � QNFORM WITH ADA CURQ � u STANDARDS 4.7.7 AND 4.29.2 X^SL - CD \ 2� SLOPE n (MAX;) Z M k9)" r ` `� COMPRESSIBLE FILLER 4" MAXIMUM). L, �5.+ •.. BIT./CONC _ _ _ µ� BIT./CONC CUT BACK AND PROVIDE SEALANT, o 4 o t•� v, SIDEWALK SIDEWALK o TYPICAL, AT ALL JOINTS WITH FILLER. WEARING COURSE "00 1` l 2 CONC- N 1=12 I Fa-1 � O r W ,rn^,, BIT./CCNC SLOPE j o SLOPE LANDING SLOPE \ - TlING \ BINDER COURSE z rn z a 1 C'-C" MIN. SIDEWALK (MAX:.) I I (MAX.)' (MAX.)` CI7 °r° E ud. `o ` .` ^ -- _ _ SEE SITE N FOR ' PLAN WIDTH (.000) I EQUAL EQUAL 6" � I 6'-0' CURB WATER MAIN ORco v v.-. : MIN. �' r x ,, .�: -x X _ 3 - 0' in c , DETECTABLE SURFACE TO� , t' v �. a v v'•.v F . F-.e--t"` `° SERVICE � : 4 -C 2'-0' T 1 CONFORM WITH ADA , io PLAN ,�` STANDARDS 4.7.7 AND 4.29.2 u' \ ��- SEWER MAIN, SEWER PLAN q , SERVICE OR SEWER—, FORCE MAIN CURB CURB I✓11�~{!I=i 's - �- 1 �[zzj , . ,a.� ..�. , - . � . , I :�I � --I r-��,'��----1 I, • _ -� _ y„ - -- - - r{p I' - ,�i l 1.j - l.-; I �J� II I I I ' I I II I a r _ , 6'_0' —�1 � 4" COMPACTED -�"77, 7,gyro•'-�.-"y-cr-'* f.. .10, �'�f x.r" 6'-0' - \ , �, , L1 �� ' r r 3, -0.' AGGREGATE BASE ROUNDED 6 7'fi, ,;��, <•��,.Iti<,,�c,��rT,'rG`"a+,",�, k y��ti�k. ,✓'. r J..4'�t a^..�t%Z a dr.-�a MlN. I CORNER ELATION ELEVATION 1/4" TOOLED JOINT N WATER SEWER CROSSING IF WIDTH > 6' NOTES: (NOT TO SCALE) 6" X 6" 10 W.W.F. a vI 1 . WHEREVER FEASIBLE, SEWERS WILL BE LAID AT A MINIMUM OF 10 FEET, HORIZONTALLY, FROM ANY v < EXISTING OR PROPOSED WATER MAIN. SHOULD LCCAL CONDITIONS PREVENT A LATERAL SEPARATION OF WHEEL CHAIR RAMP WHEEL CHAIR RAMP 10 FEET TO A WATER MAIN THE SEWER MAIN WILL BE LAID IN A SEPARATE TRENCH AND THE ELEVATION (NOT TO SCALE) c `� a V E OF THE CROWN OF THE SEWER PLACED AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. (NOT TO SALE) r- E a }, n _ WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN O Q ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE WATER MAIN. WHEN IT CONCRETE SIDEWALK IS IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN AND SEWER SHOULD BE ENCASED IN CONCRETE FOR 10 FEET EITHER SIDE OF THE NOTE: NOTE: WHEELCHAIR RAMP SHALL COMPLY WITH ALL STATE AND FEDERAL RULES AND WHEELCHAIR RAMP SHALL COMPLY WITH ALL STATE_ AND FEDERAL RULES AND (NOT TO SCALE) CROSSING. REGULATIONS. � 2. IN LOCATIONS WHERE THE SEWER MAIN DOES NOT HAVE 48" OF COVER THE MAIN SHALL BE INSULATED. REGULATIONS. to 3 lD w in m m '> L _ 20" FIBER INSTALL OPEN THROAT GRANITE CURB INLET CATCH BASIN FRAME AND CASCADE GRATE O J V FORM TO BE SECTION TO BE INSTALLED ON ALL CATCH TO BE SET IN FULL BED OF MOP,TAR a- Lu 6" PIPE-1LEFT IN PLACE BASINS ALONG PROPOSED CURB114G LEBARON LK1200 OR APPROVED EQUAL _j 40- w (0 LOW POINTS USE LF248--2) FRAME & COVER N L: y a T FINISHED GRADE W J v CJ O Ln Ln V� %A 6"-90' BEND MORTAR m� ��' _ CONCRETE PAD FILL UNDER CONNECTION ; s' i `x: �.,..' FINISHED GRADE (MIN':MUM 3000 PSI) TO UNDISTURBED EARTH � r�r'. R WHERE �, � � iL 3 ' ++ WITH CRUSHED STONE ^� �;, REQUIRED °� "'.- . . • 'a c "t3 Z res cd 18" • BRICKS AND MORTAR m tT L- L- •. h4 BARS 12 O.C. EACH WAY • ..- ' TO BE USED TO MAKE WEARING COURSE MORTAR SUPPLIER TO PROVIDE GRADE ADJUSTMENTS ,� BINDER COURSE 6-INCH FIAT TOP 24" t t„ .� °J C� COVERS TO SUPPORT AN °. DIA. OPENING 6" PIPE sfrC19" a 6" MIN, SUPP_IER TO PROVIDE 2 -2}" H--20 LOAD " v _ COVER 6-INCH COVERS TO MIN - v �, CONCRETE SUPPORT AN H-20 LOAD _ • ' �N ur ' _� ���J G'� "s'�r 6" PIPE t� OUTSSDE OF PIPE ��`��� .� µ .} - �.. _ } ; , . 5" +.. „ o PETER 00 �, �.� �.t` <,, r_ r +2 CLEARANCE - � . 1, _ z 48" 1" c�� ,Ib'i. -, ,- - j -- -j , d - ; - -- _ _ 30' CURVE I �ul, �ll, jj ^,I _ I -(I�-,1 I, - - I{. I'- - o UTSID OF PIPE DIAMETER idc.47a1 rI �I I— N N f Q E i t r a* '9 YVYE--BRAN H o ey cP . I +2" CLEARANCE C � ,—I;�'-1;�, 1�1- ;'�E _I_„ �;I V._i 1�.� ' �= II i i � 4 !'I- - _� ---- � __ _ - ;' •p ,��: _ �� EXISTING EXISTING $' CRUSHED SEWER MAIN I SEWER MAIN CATCH BASIN TRAP .. STONE BASE - d� - 12"MIPJIiVUM 12"MINIMUM COMPACTED �'n �� ,a ; rz SUBGRADE TO 95% b yri�Tr r ,.� x ° o° ° PROCTOR DENSITY �I I SCREENED GRAVEL _ 9" 9" INN°-�•---� UNDiSTUR6 A H SCREENED GRAVELKim N N N N UNDISTURBED EARTH M CRUSHED PRECAST SHALLOW DRAIN MANHOLE STONE BEDDING SEWER CHIMNEY 3j4" MINIMUM � � � � (NOT TO SCALE) PRECAST SHALLOW CATC H BAS I N D ETAI L D U M P STER PAD D ETAI L (NOT TO SCALE) NOTE: A DROP ENTRY PIPE SHALL EE PROVIDED FOR ANY SEWER ENTERING A MANHOLE AT AN (NOT TO SCALE) W (NOT TO SCALE) ELEVATION OF 24 INCHES OR MORE ABOVE THE MANHOLE INVERT. V SHELF ELEVAT OfJ SAME AS °o LIGHT POLE BASE -� CONCRETE COLLAR z z s s CROWN OF HIGHEST PIPE. ` ° (NOT TO SCALE) w Li N �� GROUNDING LUG W/#6 CU ---� o MANHOLE FRAME AND p GROUND CONDUCTOR TO o o 's COVER AS SPECIFIED 8" 8` EXISTING GROUND SURFACE OR SLOPE 1 "/FT. e as GROUND ROD U U FINISHED GRADE o �, o y. a.�. AT V .� �` — — — WALL OF MANHOLE BOND TO GROUNDING LUG 1+-0" • ' 2" M Q > > v BR CK FOR GRADE I''• I -17 BASE PLATE AND INSIDE BASE OF POLE uj Car c w � 0 p. ANCHOR BOLTS 1 CHAMFER uw ADJUSTMENT 'p _ •+ --� � � � � ti — PRECAST TRANSITION SECTION ,� — FINISHED GRADE �. �" ,J y o 0 BRICK OR CONCRETE FILL. — - — - IN LANDSCAPE AREAS) Q z z OR BARREL SECTION WITH _ I ( ' 3-#3 REBAR 2 O.C. �; cn z < ° D I PRECAST TOP SLAB >. ,. Cep -- 24„ ��`\/ k, .,/ f \� \�w, .` r e 8" MINIMUM p /' ',f ��r/` �`'� ;�\. ANCHOR BOLTS, SIZE a' /e�^ /%•''' /,�� AS REQUIRED (/� ?r `l' ( RUBBER "O"-RING GASKET p ' . v p p 'p• • \ FINISHED GRADE A D ° I OR PREFORMED FLEXIBLE u • (IN PARKING LOT) c 4-#4 REBARS 4'-0" UNLESS OTHERWISE- JOINT SEALANT AS SPECIFIED fjf;' �i/r,,,f/�,\,/ i/ � ,�� /J,j•f,fi, ;� ,�r�;�� �,;;�,r /..' jj Q INDICATED ON DRAWINGS �\�/ \ , �� \ / \/f. \/a� �,,✓/�//``ti;\,.\y,.\/\/ \ 7 /\/ i�;/j�/j\•/� ,�/j /j/ �Q/ �l\ /\\•i ' \/\\�\`�\`���! \✓ ,I'\!\��'\\ N�!\\/\ \\�\' Li. l0 to '0' I M N ._ D ° BRICK ON EDGE fi:/\/j\,j //\ \i,�,/\, :.• ,..r\�j\.� ,i��,;�\//\�,., - D �.j"j �..., UNDISTURBED EARTH ��\ " v v . . . v �\\ to MANHOLE RUNGS MULTIPLES OF 1',2',3',4',5', 12" MINIMUM SCREENED �. '�'//'/' NOTES: d. GRAVEL BASE. #3 WRAPAROUND TIES OR 6' LENGTHS AS REOUIRED SECT O A—A , ++ 1. CONCRETE: 4,COO PSI MINIMUM AFTER 28 DAYS. � ca ® 12 O.C. B min s 8" MINIMUM 2. MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST 00 °•° A �_ V ASTM. C478 SPEC FOR "PRECAST REINFORCED W O SHELF ELEVATION SAME AS SEE PIPE CONNECTION BRICK SHELF WALL OF MANHOLE ° ` .a CONCRETE MANHOLE SECTIONS.' C O N ° DETAILS THIS SHEET SLOPE 1 SHEA"/FT. v o F-- z CROWN OF HIGHEST PIPE. D - . • ' 3. BUTYL RESIN SECTION JOINT CONFORMS TO LATEST v �... ASTM C443 SPEC. I.tJ = Z 8 MINIMUM R�- �, v 9 • • I-- _ -- - �— FLOW 72 V 4. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC Q V - - V7. 'a' —� B -�W STEP CONFORMS TO LATEST ASTM C478 SPEC. W u w " B TO ADDITIONAL LIGHT FIXTURES SECTION VIEW v- s OR SPARE. IF SPARE CAP BELOW 5. PIPE NOT SUPPLIED. t� p� GRADE FOR FUTURE EXTENSION. INLET D A B W 6. CONE SECTION AVAILABLE IN 4-0' I.D. ONLY. O °D v CL g. v �' 4" 4'-0" 3'-0" 2'-6" 5" 7. FOR INLET'S LARGER THAN 10" THE DESIGN AND DIMENSION °'>°• D ° o °. , o,D WILL BE DETERMINED FOR EACH PARTICULAR CASE. O MINIMUM I �,y o . v-� CONC. BASE 5" 4'-0" 3'-6' 3'-D" 5" N N TI-ICKNESS OF BO-TOM SLAB SCREENED GRAVEL I ,v . �': 4'-0"x4'-0" 3'-0' 2'-B" 6" �- SHALL NOT BE LESS THAN PIPE PIPE a' ,> V' THE MANHOLE BARREL 9 . VL 2 4'-0" 5'-0" 4'-6" 5" GAS TRAP FOR ULL SECTION WALL OR TOP SLAB BRICK OR CONCRETE FILL. " . " (�('� V v• P, '.• . � ,.' �, -, .•�1 . 4-0 x4-0 4-0 3-6 6" FLOOR R DRAINS_ WHICHEVER IS GREATER. I BRICKS ON ' " 11 • ' � 6-0" 3'-6" 3'-D" 6" SECTION B-B BRICK CHANNEL APPLIES EDGE (2X8 EXPOSED) Z i UNDISTURBED EARTH TO DROP CONNECTIONS AS o I 3/4"x10' COPPER CLAD �24"� g" 5�-0* 6�-0� 5�-0^ 6" BUILDING 3 4 WELL AS CONVENTIONAL. _j STEEL GROUND ROD I ` WITH #6 BARE COPPER 8'-0" 3'-0" 2'-6" 9" 6-0 PARKING GARAGE _ PRECAST SEWER� MANHOLE PLAN A. CONDUCTOR POE GROUNDING HLUG. 10" 6 0" V-6^ 5;-6" r' NOT TO SCALE ` ) (NOT TO SCALE) 8'-0 5-0 4-0 9 } M S N_ b: INSTALL OPEN THROAT GRANITE CURB INLET CATCH BASIN FRAME AND CASCADE GRATE INSTALL OPEN THROAT GRANITE CURB INLET SECTION TO BE INSTALLED ON ALL CATCH TC BE SET IN FULL BED OF MORTAR o SECTION TO BE INSTALLED DN ALL CATCH BASINS ALONG PROPOSED CURBING LEBARON LK7200 OR APPROVED EQUAL W00 -� (C' CT LOW POINTS USE LF248-2) a o u H � � O EASINS ALONG PROPOSED CURBING Z o �, N FRAME & COVER �C[; a d to FINISHED GRADE -� t-•� ^ z^ , u CATCH BASIN FRAME AND CASCADE GRATE ` F�1 TO BE SET IN FULL BED OF MORTAR LE BAR ON LK1200 OR APPROVED EQUAL FINISHED GRADE a c O rn (0 LOW POINTS USE LF248-2) MORTAR _ . � 18 v CURB ° _j � � " c n Z v V OPENING 0 100 • TOCKS AND BE USED TOTAR MAKE .,, v �:9' Q; ♦ .• s FINISHED GRADE p. v -V SUPPLIER TO PROVIDE GRADE ADJUSTMENTS 12-INCH COVERS TO SUPPORT AN H-20 LOAD SUPPLIER TO PROVIDE BRICKS AND MORTAR 1 " REBAR FOR BAG 12-INCH COVERS TO t TO 8E USED TO MAKE 8'i REMOVAL FROM INLET SUPPORT AN H-20 LOAD V • - - � CONICAL SECTION GRADE ADJUSTMENTS a .. . .. WEEPHOLE TO BE (REBAR NOT INCLUDED) r i MIN. 8" FLAT TOP PRECAST IN RISER 48"OPENING BRICKS AND MORTAR A. SECTION CONICAL SECTION VIEEPHOLE TO BE TO BE USED TO MAKE IN RISER GRADE ADJUSTMENTS 4 ' J SECTION OPTIONAL OPTIONAL co WEEPHOLE TO BE PRECAST ° a OVERFLOW OVERFLOW . ° IN RISER SECTION 'Q � 5'- 0° DIAMETER RISER SECTION • °-' SILTSACK@ RISER SECTION -- RISER SECTION DUMP LOOPS z •CL (REBAR NOT OFpT'y�p , LA w till NORMAL a O WATER OUTSIDE OF PIPE OUTSIDE OF PIPE INCLUDED) L +2" CLEARANCE PIPE OPENINGS TO BE +2 CLEARANCE. LEVEL AST IN RISER I _ v) SECTION WATER OUTSIDE OF PIPE a :" O 1 LEVEL +2" CLEARANCE r ' 'THE ELIMINATOR CATCH t I BASIN TRAP OR u I in APPROVED EQUAL �q•, a "THE ELIMINATOR' CATCH F v. v v ? : v v v , v._ i _ •C•, pJ U y BASE SECTION BASE SECTION ( ioip* ,y I BASIN TRAP OR " ° n''' r ° ' ° O�Y' >a ►� t y ` 9 _ II. a d v v y v v v• O J Q C. N V1 APPROVED EQUAL BASE SECTION • b v : n c.. s:" 7 .. s . i p d n v r • v r d r \ • - \ 0 0 0 o �� a d r v r W CJ O c v V.- v • c a � ' O 0 12''MINiMUM i v60 , - 7 J ►n w o Q 12"MINIMUM I{' --- II o0 o a :.� •;a :. n V. �i y r SCREENED GRAVEL SCREENED GRAVEL fl! 11 • ` n v n q v v V' ' P v P c ' ♦� < d 41 0 UNDISTURBED EARTH ``q- p.p. UNDISTURBED EARTH 12 MINIMUM tUJI 'a SCREENED GRAVEL � tr 2 ce 0 w �O � � � PRECAST CONCRETE JrJDISTURBED EARTH W Rs = ice. PRECAST DOUBLE GRATE CATC H BAS I N DRAIN MANHOLE PRECAST CATCH BASIN m� � z S I LTSAC K � 3 u °' (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) % 3. � o.� SINGLE GRATE p p a 0- p ® a 0, PETEF I"; Ac. 41613 RTZ 101-0' 10'-0" 1— Lu 0) I I I I " 1 I I I DIA " I I I I I DIA 24" DIA I N 00 co CID co I I CLEANOUT COVER I I I I I I CLEANOUT COVER I I I I I CLEANOUT COVER I o 0 0 0 II 041 (2 PLACES) (2 PLACES) (2 PLACES) \ \ \ I i II I I II 11 I I II II I � 04 � � ' ' t ' 5'-0" 6'-0" ` ' ► �� ' ' 6-0" 6'-0" I r ! , , " " I I I I I I I I ! I I I 7-0 8-0 INLET/OUTLET I I ( I INLET/OUTLET I I ( I I I INLET/OUTLET I I I I I OPENINGS OPENINGS OPENINGS W SIZE AND LOCATION I SIZE AND LOCATION I I I I I I SIZE AND LOCATION PER REQUIREMENTS PER REQUIREMENTS PER REQUIREMENTS J z Lj s s > o o PLAN VIEW PLAN VIEW PLAN VIEW J U O O 6" 6" V) Q � � .. _W W ur co i w rn a INLET .°. D a :°" OUTLET INLET s°. a . ° .A ' A OUTLET WC) 8" 12" PIPE " �� 12" PIPE 12" PIPE " �.- 12" PIPE z w w W (TYp) 3 VENT (TYp) (TYP) —� 3 VENT (TYP) Q Q z q 14 INLET °: s ° 12" PIPE OUTLET 3" 399t GAL 399f GAL 3" 680t GAL 680t GAL Q (Np) 3"VENT (1+Yp) 5'-0" 2'-0" 2'-0" 5'-6" 3'-3" 3'-3" to I 4" 4'-0" 5'- 997t GAL 12" HIGH SLOT ° 5'-10" 1,152t GAL " 4 " 12 H LOT 4-G t17 Lu 3" 6" Lu 5 FT WIDE 6" 5 FT WIDE 350t GAL 350t GAL 6" 1'-0" 6" 1'-0" W W , M N p a, a O, 4• • 800±GAL �'�" " -..� A, c" _ e .• - �.: .. p.° = s :. q a p- _ .° p• .�. P .. •• b •�''° a q' '�• -e p ' '�• A Ln 12 HIGH SLOT 4-6 0 6" 9FT WIDE SECTION VIEW SECTION VIEW W }— ca 6" 1'-0" 00-0 H o0 6 � r W Z O NOTES: NOTES: z is SECTION VIEW a;� cn N Z 1 . CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. ¢ v � NOTES: 1 . CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. a 2. DESIGNED FOR H-20 LOADING, COVER 1 TO 5 FEET. °C vi u Q 1 . CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGNED FOR H-20 LOADING, COVER 1 TO 5 FEET. o s 3. TONGUE AND GROOVE JOINT SEALED WITH 3. TONGUE AND GROOVE JOINT SEALED WITH d, 2. DESIGNED FOR H-20 LOADING, COVER 1 TO 5 FEET. BUTYL RESIN, INLET HEIGHT MAY INCREASE BUTYL RESIN. INLET HEIGHT MAY INCREASE O SLIGHTLY DUE TO THE BUTYL RESIN USED. SLIGHTLY DUE TO THE BUTYL RESIN USED. -1. TONGUE AND GROOVE JOINT SEALED WITH BUTYL RESIN. INLET HEIGHT MAY INCREASE O M t'V SLIGHTLY DUE TO THE BUTYL RESIN USED. 0- I<j u- 1 500 GALLON SEDIMENT AND OIL SEPARATOR 2000 GALLO N SEDIMENT AND OIL SEPARATOR 2500 GALLON SEDIMENT AND OIL SEPARATOR o b V 0 (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) Z Lu uj t d b F d N N QQM uW _.I Q 6 l V) V) 0) m oa 0000 Y OWN 4mT 11.4 cT z z� � U 1.4 zPIP., a Z XQ pp •--•- :.-•::. PAVEMENT OR FINISHED GRADE rm-con �= ��;�'�' ` :�; PAVEMENT SUB-BASE (WHEN APPLICABLE) IP NATURALLY COMPACTED FILL '�"'``'•' CULTEC N0.410 NON-WOVEN GEOTEXTILE AROUND STONE.TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE PAVEMENT OR FINISHED GRADE CULTEC HVLV FC-24 FEED CONNECTOR PAVEMENT SUB-BASE(WHEN APPLICABLE) WHERE SPECIFIED . - '• '-' a /\ \ \ CULTEC HVLVCx2 FEED IN. COMPACTED FILL ® III ® /\�//� / CONNECTOR WHERE `r - M 95%COM CTE \ \ \ CON SPECIFIED y✓. •Q� LLJ /\� \ 6.0 INCH [152 mm) MIN. DEPTH OF CULTEC NO.410 NON-WOVEN GEOTornL.E ,.. _ 4-0 1-2 INCH 125-51 mm]WASHED CRUSHED { AROUND STONE.TOP AND SIDES MANDATORY. a C7 STONE BENEATH AND ABOVE CHAMBERS `,' BOTTOM PER ENGINEERS DESIGN a V) ' `' PREFERENCE 6.0 INCH 1150 mm MIN.DEPTH OF '- 6.0'[1.8 m]MIN. STONE eE'.--ATH AND ABOVE CHHAAMBEERS � •- �HED a 4 CULTEC NO.66 WOVEN GEOTEXTILE 6.a[ts mJ I9N. r 4 CULTEC NO.66 WOVEN GECTFXTILE CULTEC CONTACTOR 100HD tv PLACED BENEATH FEED CONNECTORS o CULTEC RECHARGER 330XLHD PLACED BENEATH FEED CONNECTORS HEAVY-DUTY CHAMBER HEAVY-DUTY CHAMBER Q u w ® ® ® O .� Q 12.0 INCH [305 mm]MIN. WiDTH OF A o 1-2 INCH [25-51 mml WASHED CRUSHED 1 Off[3.0mlMN. 17 . CULTEC NO.66 WOVEN GEOTEX-ME O 10.V[3.0 m]MIN. STONE BORDER SURROUNDING ALL CHAMBERS PLACED BENEATH INLET PIPES 45 CULTEC NO. 66 WOVEN GEOTEXTILE41 - PLACED BENEATH INLET PIPES 12.0 INCH[305 mmJ MIN.WDTH OF m M > E 1-2 INCH[25-51 m1n]WASHED CRUSHED O -W a p • STONE BORDER SURROUNDING ALL O J 0:� id- u CHAMBERS LA c2 10- PIPE DESIGN AND ELEVATION TBD BY ENGINEER. PIPE DESIGN AND ELEVATION TBD BY ENGINEER. rn Q LL =' -" = PIPE TO BE INSERTED 8.0 INCHES[204 mm]MIN.INTO CHAMBER LLJ cm cm O PIPE TO BE INSERTED 8.0 INCHES[204 mm]MIN. INTO CHAMBER. NW.10.0 INCHES[250 mm]I.D-ALLOWED IN ENOWALL m C E = E s E MAX.24.0 INCHES[600 mm]I.D.ALLOWED IN ENDWALL Cc L �= IS o a o CULTEC RECHARGER 330XLHD CULTEC CONTACTOR 100HD a a b •O '� i PLAN VI EW PLAN VI EW (NOT TO SCALE) (NOT TO SCALE) 4 17.0'[432 mm) � 1..=N G c ,.ti•:a+• 6.0'[152 mmJ DIA. OEHERAL N TE INSPECTION PORT ceNF�Ids ,� � •• ALL RECHARGER 33oXL HD HEAVY DUTY tRNrtS ARE MARKED B LAI JELL J R. a RECHARGER 330XL HD BY CULTEC,INC.OF BROOKFIELD,Cr. CONTA�oR tboHoeralTtc.r+C of O QE ICI• n STORAGE PROVIDED-11.32 CF/FT 11.05 m'hnl PER DESIGN UNIT. 0 WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE eTT)RM'rE FRONDED•ss•CFfiT tE.97 APt31 PER oescn usr. O LENGTH OF THE CHAMBER WHEN INSTALLED ACODM4G TO CN.TEC9 RECOMtiQ10E0 w9TALLATON REFER TO CULTEC,FIG.'S CURRENT RECOMMENDED GLADE-INES. CHAPAS ALL CONTACTOR 1IDCHAMOERS MUS I BE INSTALLED IN ALL RECHARGER HAM HOD CHAMBERS 14lfST BE INSTALLED N IN11MACTI�ALLIPE FOR E3 NOWT NIAW OALO ALONG LENGTH R C!4 J L [n REFER TO CULTEC,wC.9 CUPo167T Rt�oAIMEBDFD NETN.tATpN 1NTIHA COLOR STRIPE f-ORfAE]INTO Thy PART ALONG THE LENGTH OF THE 330X INSTALLATION GUIDELINES. MAw1A1W ALLOWED COVER ON TOP OF UNIT SHALL BE TZG PA9-1 ACCORDANCE VATH ALL APPLICABLE LOCAL.STATE AND FEDERN. Na. d16]3 ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND ,TIE CH"FA wRL BE DEOICrEO TO VNhL4TAMD TRAFM LCOM REGULATIONS r� G/ST fc\r4� THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC FEDERAL REGUULTIONS LOADS WHEN INSTALLED ACCORDING TO CUL.TECS 52.0'[1321 mmJ n RECOMMENDED INSTALLATION INSTRUCTIONS cILTTt No.4a RERFwOveN oEvrEtnu TOP AND T;INCH rA I CULTEC NO 410_ NgFWOVEN OEOTE)MUE ANOILM STONE. CLLTEC NYLV 8FOQiEBD CONNECTOR III APy VIA. MANDATORY.BOTTOM PER ENGI EEER'S DESIGN P V I ERSE VECV" APAIrC 870lE TOP AND SIDES MAHMT31"BOTTOM PER CUL . YwIMI1M - - CLLT9CCpITAt:TOR1EDID wAINEO.CRU91E9ST4/>E ENGiNEERDESWt RECPARGER 17AE.F O 95%COMPACTED FILL V FC-24 FEED 10.0' mml MIN.FOR PAVED WAVY OM CK46ER MIN.ua COMPACTED Fu 10.0'1254 mml MIN.FOR UNPAVED eA't152 nm1 qA � �I��►��8 12.0'[3.88 m] HEAVY D(Iry utAL�eER HrL p7NNECTQR WHERE 3PECIFIFD [� ] 8.0'12D3 mml MIN.FOR PAVED 9�s'+ECnoR POIRT I MAX BURIAL DEPTH PAVEM917OR 1. 12D-1305 mm]MIN FOR UNPAVED c o aRm'Aoe FlNIS1frDGR/YJE C NCH l� nm]OVl Y►ASIED.ausNED sroNE 102,012591 mm] 1-' .. 120'[1115 mml MAX ys c, _w• -�{ p, J al - •W �.. '< 00 INSTALLED LENGTH 84.0'[2133 Mal 8U (AL DEPTH T `! <'r <s K �• 4?x i c, > e f�c ti N N CV hl` ` t• � `�..`TZ... �...>ta,:;'T.�.r'Y c'J .:., ..G J,....`.I^. _, s.•- .%_`'. .../}.ti. �`'i..'.7.RS .+r'� 42 [ ] _ 8.0'[152 mm]MIN. 42.0'11066 mml II+ .0' l068 mm -1 � / O _ Lt) O) P� M SMALL RIB + LARGE RIB e.o-(152 mml MIN. \ \ \ \ i mm 98.0 [2436 mm] OO LID U] 1 fl 4 30.5'[/75 mmJ d { INSTALLED LENGTH•90.0'[2288 mm] / p 8.0-1152MMIMIN. 12' MINUS 45V111144nm] 45.0'11144" CULTIC NO w WDVD16EDTEXTR.E SCOUR CRUSHED ROCK / 30.5`[775mm] 12.7POSmm] I91 is lMIN. PROTECnaITOREPucEDDENEATHINTERvuL SEE PLANS FOR SMALL FM LARGERM 8.D•[152 mm)MIN. Ira raEANO eexATH.tt STOW �A1TON p �__ p • 1 e 12.0'[305 rmn]M1 p (14 t1 [7321 t S MINUS L 1 CRUSHER ROCK 17.0' 432 rtxn � � SIDE PORTAL FOROPTIONAL / %� � � •' �' i� p SEE PLANS FOR 34.5'[876 mm) INTERNAL MANIFOLD 18A' ' We PORTALPOROPT9.rw. V / p D d C] STDN�E ELEVOM A'tOTF { mDH eNc►aEai RFsvONseLE FacENauaND THE 52 0-[1321 Imm] ACCOMMODATES CULTEC HVLV IrTretarAL AIFSC La 11.7b INCH[298 mm]MAX O.PIPE ReaARFOSEwTMseArAcr^oPsusowwESO.smr.IFEW CONNECTOR OR {ACCORKTt11TE$ Ul1EC may 24 FEED CONNECTOR OR a9 REGtI 79 R.M RAK OD Pe£I '-yj N Q7 W C DESIGN B140e1Egt R£BPOFJS�I URMIfi E FOR @ES11iE tAATEC NC.M WOVEN GE•ATE)fmLE(Fat SCOORPROTECTICNI TO 8E O u)S N (n PLA.CFD BENEATH INTERNAL MAMFOLO FEATURE AND BENEATH ALL E {A (11 REQUIRED REARM CAPACITY OF 91 SOILSaRADE m°] M1LETIOLITUETPIPFg CULTEC RECHARGER 330XLHD CHAMBER STORAGE=7.459 CFIFT 10.693 m'hm] -s ^ Y E !E 1E SIDE PORTAL ACCEPTS CULTS FEED CONNECTOR HVLV FC-24 FE r' O V O O ' CULTEC CONTACTOR 100HD CULTEC CONTACTOR ' 00HD � O TYPICAL CROSS SECTION cn (NOT TO SCALE) Q W ' > 0 (D CULTEC RECHARGER 330XLHD CULTEC RECHARGER 330XLHD (NOT TO SALE) W Q W c a TYPICAL CROSS SECTION (NOT TO SCALE) z p W L o (NOT TO SCALE) < Q z z v RECHAJN3M 330."D HEAVY DUTY CHAMBER CL F PIPE DESIGN AND ELEVATION TED BY ENGINEER.PIPE PAVEMENT OR FINISHED GRADE 1-2INCH RS51 mml WASHED•CRUSHID STONE TO BE INSERTS 8.AND 8.0'[203 mmJ MIN.INTO CHAMBER [ZO3 OIm]MIN.INTO STRUCTURESURROUNDING CHAMBERS i MIN.9596 COMPACTED FILL 1-2 INCH 125-51 mm]DIAL PIPE DESIGN AND ELEVATION TED BY ENGINEER PIPE WASHED,CRUSHED STONE 24.0' 10 mm MI . TO BE INSERTED 8.V[203 mml MIN.INTO STRUCTURE CULTEC NO.41°NON-WOVEN GEOTEXTLE AROUND CULTEC NO.410 NON WOVEN GEOTEXTILE AROUND AND 8,0'[203 mm)MIN.INTO CHAMBER STONE.TOP AND SIDES MANDATORY,BOTTOM PER ENGINEER'S DESIGN PREFERENCE r ENGINEER DESIGN ARE Q OPTIONAL INSPECTION PORT I STONE. TOP AND SIDES MANDATORY.BOTTOM PER W PAVEMENT OPTIONAL INSPECTION PORT 10.V[254 mml MIN-FOR PAVED {SEE DETAIL ) &s'254 i m) MIN.FOR PAYED t OR FINISHED GRADE (SEE ZOOM DETAIL) ) 12D-[305mmI MIN.FOR UNPAVED MINIM4Lffi495%COMPACTED FILL 10.0'l7u rnn]ANN.FOR UNPAVED 1025' ��Po'�w�lrl �� l� _r_• r. .°5'Y :x ti. � �? - � . .k •'-J.t- `'�" � CR p1tARE \ ;:S', -`•�;4•;+,r:-.br .,,. x-"*, ..r 8.0" 152 m MM. _ • ,, �._-n ;,:Ns Pik .." �, .y:-� ?r' '<' ' ri_�`^'ti,,,Ar 4 P •M 12.0'p.86m] W�rh ,rrt}'i.;..�• n>� '!T�' ., `-�a ,..+<''aa.,•r„r, « iti.,rs.• �, =.+s� M.���,.�;:i, xi v,.�v _ 12 I .a na.rrreaouAR MAX BURIAL DEPTH . .•:::t mow•. '.ay.`� _ � .. ",.,.kr•L-yC>.r+rst't....: Li.;.x.tc. �' -�.- � , _ _.�.�.'3y •,. r .0'(300 NEENAIPDIAwrMotrLnrma V • •. : rAVE1L@!T q� fMRECUAL)1EAVrDIMmAPIEAM 1D MU�iKmml . . . . . • . . . . . . . 12.5]31Bmm] AIACIDwms d[/719iN 0f1rOE MEAN plM IL AADRVCCTRAI.OVTOrP �24.0'(B00 mml _ 8.0•[152 rsml MIN. a�a QAWr AIYRW 'sae«c°'0fr'r �� w r� ��. p p p cRnt � WZMAX INLET 3D.S'[75m ] TvFsR•4EN nvps,PNRRrlRLxoPcaaLAA � NELDPLACEDCLAS•CCOrWETE BA[152nMIN, 12'MINUS CL O MWTAH E7 M-1 fLff^%"ESETR®I A p / CRUSHED ROCK lT'na1 m.(RDAr nDLrrVCOdItIID � n � HEAVY DUTY LID ANDPVC CLEM60.11 dP CULTEC CONTACTOR 10" P r �aQnx••HRDw�E/xxAnncBDcx p fI2. [305mm]MAI. BOTTOM OF R TwowePANwEc�nRroRTabncamO Z 8.0-[152mMMEN. UAM4XR/DAPt WSCP^NGA HEAVY DUTY CHAMBER p p ` 5TONE ELEVATION -M.TaHonaFr¢tHe.aP•cPEcmlRortrPa N r r p _T ,Jim-AwilisIKK0rcmwws � � \ •pnEtlT��PAp�A�I•i�RRpOO�VMlDG �I� � J 12'MINUS rMA'c-r•°ona'a.rt+an. 'RIPASPERP�PE \/�\' p \ ,��,(�/, /' j- /.�� tz.Q[305 mm]MIN. p 1, CRUSHED ROCK \ram \ .4�y \, n \i�\i�.\i� \ %,\ u SEE PLANS FOR LRoneD..IsolanrxlT.oPae p twsERREoaPtza...l.rnDa«E�ro SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR HVLV SF02 LL Lu Q BOTTOM OF CULTEC N0.6B WOVEN GEOTEXTILE S~^ouR OPTIONAL INSPECTION PORT t) STONE ELEVATION PROTECTION)TO BE PLACED BENEATH INT[I2NAL FEEDraONH���SIDE PORT TRAM GUIDELINE IN 1/4'[6 O MANIFOLD FEATURE AND BENEATH ALL r� p M, p INLETK TLET RAPES (NOT TO SCALE) 0 OPTIONAL INSPECTION PORT SIDE PORTAL TO BE CUT INFIELD TO ALLOW FOR CULTEC NO.66 WOVEN GEOTEXTILE(FOR SCOUR PROTECTION)TO BE PLACED HVLV FC-24 FEED CONNECTOR AS NEEDED. BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL I9LETWTLET PIPES (NOT TO SCALE) CUT SHALL BE WITHIN t/e[6 mml TOLERANCE - OF SIDE PORTAL TRIM GUIDELINErv-01 a *.� CL CULTEC INTERNAL MANIFOLD CULTEC INTERNAL MANIFOLD u ``' (NOT TO SCALE) O (NOT TO SCALE) h W V') I I I I I . I � % I I � �I - . -. I I I ,:,� , . � I I . 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