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293-297 BRIDGE ST - PLANNING (4) f a . } �: . . .. _.._..__ ° S o eK ^ uiYwwuw .^'+�rwetra s � r - f: .aa u f ra4 rt+=`�T . v .� t e M ¢ e .: �: . � 2q3 2q� �R, cec�St-�, -. ,�►�ou �tG�LS C.) G SR IDS LEGEND SITE N RIVER LYNDE m TBM TEMPORARY BENCHMARK SBDH p STONE BOUND DRILL HOLE FOUND 0 - - ABUTTERS LOT LINE ly ANDOR m 3 FDC FIRE DEPARTMENT CONNECTION BOMO BOLT OVER MAIN OUTLET SPK@ RAILROAD SPIKE AMC AIR CONDITIONING UNIT PROPERTY LINE OAK r EOP EDGE OF PAVEMENT IPFp@ IRON PIPE FOUND - �- - �- - -- - -- - -- - *w MCINTIRE HISTORIC DISTRICT G Y m TRANSFORMER � w BC BITUMINOUS CURB IRFOp IRON ROD FOUND FIRE HYDRANT CHAIN LINK FENCE m o VGC VERTICAL GRANITE CURB .�°' p�G' r °1 ; m BENCHMARKS UTILITY POLE WITH RISER -x- - x-x- ->F-x- WOOD FENCE C, G rm FIFE FINISHED FLOOR ELEVATION 0 PARKING METER RJ UTILITY POLE s SEWER LINE ��P ; 0 m CRW CONCRETE RETAINING WALL ® D-SHAPED CATCH BASIN *4 UTILITY POLE WITH LIGHT D DRAIN LINE �P ° `P� ��y�} GN�S�� SR it N WRW WOOD RETAINING WALL 0 DRAIN MANHOLE ?' m DECIDUOUS TREE w WATER LINE O w'� �- CB zw RIM=6.71 U) GEDNEY GRIN BRICK RETAINING WALL O NO LABEL MANHOLE CONIFER TREE G GAS LINE UNABLE TO OBSERVE U RCP REINFORCED CONCRETE PIPE 0 SEWER MANHOLE -o- SIGN (SINGLE POSTED) OHw c��- -FULL OF WATER � OVERHEAD WIRES CPP CORRUGATED PLASTIC PIPE QE ELECTRIC METER 0 MONITORING WELL YY-Y'Y'Y�1. TREE LINE ° . LOCUS MAP DWM DETECTABLE WARNING MAT 0 ELECTRIC MANHOLE * LIGHT POLE ®� N.T.S.) __...__.....e; ...._.._._... ....._______ ...._..._...... INTERMEDIATE CONTOURS CB i ®E ELECTRIC HAND HOLE / �,`� DYL DOUBLE YELLOW LINE (E) BOLLARD 8 INDEX CONTOURS RIM=6.60 SYL SINGLE YELLOW LINE ® ELECTRIC BOX INV.1=5.30 (6-CPP) & HANDICAP PARKING O SQUARE MANHOLE RIP RAP CB AREA DRAINCB SWL SINGLE WHITE LINE o GATE POST RIM= 6.32 AREA DRAIN / RI ,ta _._..._.._._ RIM=6.38 H GAS VALVE INV.1= 1.92 (12" RCP) G o`� y� VGC INV.1= .40 (12-UTO) STL PAINTED STOP LINE PTs TRAFFIC SIGNAL ± DEPTH240 M WATER GATE INV.2= 5.11 (6" CERAMIC) DWM INV. INVERT RISER DEPTH= 3.12 (INV.1 APPROXIMATE- RECESSED) (R) RECORD INFORMATION 0 ROOF DRAIN CONC c0 62.45' '� % DMH N84'56.02"W G ®� �� UTO UNABLE TO OBSERVE -8.64 SPOT ELEVATION / I E RASS NOTES RIM= 6.70 G �vW ��; lR> �.�'� -"" f INV.1= 2.50 (12" RCP) 6 TBM D / y ,- 1. THIS PLAN WAS PREPARED FROM AN ACTUAL ON THE GROUND FIELD INV.2= 1.65 (12" PIPE) EL=9.42 SURVEY CONDUCTED BY WSP BETWEEN JUNE 30 AND JULY 9, 2015 AND 'l/ BETWEEN JANUARY 12 AND JANUARY 16 2017. INV.3= 1.79 (12" CERAMIC) / ! r BOLT OVER f y� DEPTH= 1.90 1 � MAIN OUTLET � WATER ELEV.= 3.90 ro n r t 2. THE HORIZONTAL DATUM SHOWN HEREON REFERENCES THE (INV. 2 PIPE TYPE UNDETERMINABLE)l -7'66 r N X 7 75 BIT. - tj `z MASSACHUSETTS STATE PLANE NAD83. 7.51 0 8 5 r -8.17 f b 3. THE VERTICAL DATUM SHOWN HEREON REFERENCES NAVD88. 2 r `' 0. CB 6ti2 BIT ry J GPS f 4. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON LABELED RIM= 5.950 -� Q65p u' WITH AN (R) ARE FROM RECORD DOCUMENTS. ADDITIONAL FIELD INV.1= 3.55 CONC• X 7.61 (12" CERAMIC NO'S G � / SSEpS ; I INVESTIGATION WILL BE REQUIRED BY OTHERS TO DETERMINE THE MAP 26 LOT 40 0 ) 0 ° JQ f 8.32- r``' X GRASS DEPTH= 3.85 ACTUAL PIPE SIZE(S) AND TYPE(S). •� ' NOW OR FORMERLY - `� � (INVA APPROXIMATE- N 8.64 8.07 5. THE PROPERTY LINE SHOWN HEREON IS A RESULT OF A BOUNDARY MASS BAY TRANSIT AUTHORITY MAP 26 LOT 632 0 RECESSED) r p oy NOW OR FORMERLY COMPILATION USING PLAN REFERENCES 1 AND 2 NOTED HEREON. THE 7.60 ESSEX INSTITUTE BEARINGS SHOWN HEREON REFERENCE THE HORIZONTAL DATUM BGG ° FFE= ' ESRD BOOK 2539 PAGE 79 REFERENCED IN NOTE NUMBER 2 AND NOT THE BEARINGS SHOWN ON % FFE= 13.18 THE PLAN REFERENCES 1 AND 2. THE DIFFERENCE BETWEEN THE TWO 13.05 \ BEARING SYSTEMS IS 0' 26' 40". DMH RIM= 6.19 0 01 'r 0 G 6 �a I -8.26 INV.1= 1.39 (12" PIPE) GQ' t �. PLAN REFERENCES SMH INV.2= -1.81 (24" PIPE) (,, 0G \ 1. PLAN ENTITLED, "PLAN OF LAND 297-305 BRIDGE STREET SALEM RIM= 6.36 DEPTH= -2.76 - i N21'19'33"W PROPERTY OF CITY OF SALEM." PLAN DATED MAY 18, 2015. PLAN NOT INVA= -0.65 (24" CERAMIC) WATER ELEV.= 3.99 -8.17 '' ; gg 97� RECORDED. INV.2= -0:74 (24" CERAMIC) (PIPE TYPE NOT OBTAINABLE) INV.3= 1.76 (15" CERAMIC ?) 2. PLAN ENTITLED, "SALEM, MASSACHUSETTS PLAN OF LAND PREPARED FOR 5 STORY I \ BRICK BUILDING BIT. PETER GLENTADAKIS 311-313 BRIDGE STREET." PLAN DATED SEPTEMBER 3, 2014. PLAN ON RECORD AT THE ESSEX COUNTY REGISTRY OF DEEDS AS Ac ` j \ PLAN BOOK 446 PLAN 69. DMH NO'S �pP $� r%' Gp� �9 ___-- MAP 26 LOT 634 0 c \ RIM 6.26 VP (�r�j BIT. N INV.1= 1.96 L G °NN �6�' NOW OR FORMERLY y w �. 295 BRIDGE STREET r^ I X 8.72 \ INV.2= 2.01 INV.3= 1.26 ASSOCIATES C/0 F W WEBB o / -Y"`f~� DEPTH= -2.29 r" CO. WATER ELEV.= 3.86 ESRD BOOK 10346 PAGE 361 � - 8.55 (12"± OF WATER IN BOTTOM- NO %�, � t AREA=29,108 S.F.± Qw6 OTHER PIPES VISIBLE) r� b � (0.67 ACRES±) - 8.96 SCON�PNER 2 ` � BIT. -_'"`._...--_--- FFE= � 1 CB RIM= 5.67 1 w 0G 13.01 n INV.1= 3.17 P N ,A DEPTH= 2.87 Ep �- DMH (INVA APPROXIMATE- 3 �1 N � �•� 7"E 40.6A RIM= 5.98 " RECESSED) 0 l�$, \ z -8.95 _ ty73 55 i' INV.1= 2.58 (12" RCP) o1k` y r � INV.2= 2.08 (12 RCP) ,ZtiS GLID -8.75 l INV.3= -0.57 (15" RCP) a6T `IG N o INV.4= -0.67 (15" RCP) r i W ai N BIT. N9'45'17"W WATER ELEV.= 3.68 �o � N ? N 7.25' UTILITY STATEMENTS DEPTH= -0.62 vQ VA THE LOCATION OF THE UTILITIES AS SHOWN HEREON HAVE BEEN GC`` COMPILED FROM VISIBLE STRUCTURES AND INFORMATION OBTAINED FROM CB orQ NO s` o f �O - 8,92 MAP 26 LOT 631 0 VARIOUS SOURCES. THE ACTUAL LOCATION OF ALL UTILITIES AND w RIM= 5.64 G G 1 / O' o- ; ' Fes- �O�O� NOW OR FORMERLY UNDERGROUND STRUCTURES SHALL BE CONSIDERED APPROXIMATE AND " 2 " CL- N � _ __ �- LINDA L LUNEAU IN - 4 1 CERAMIC) - c A V.1 2.0 ( 0 CE ) � G G - - ,,, �N54'07 25 E SHALL BE VERIFIED BY THE OWNER PRIOR TO ANY CONSTRUCTION. THE DEPTH= 1.94 d�� `IO' r' ` CB GRASS f '� F 12'g4 48 81. ESRD BOOK 15319 PAGE 574 SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES DMH INVA APPROXIMATE- RECESSED) // o RIM=6_60 \ SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICES 6 o_ RIM 7.49 -`_ ___DEPTH=3.05 j n OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT TBM B v (COULD NOT OPEN) BIT, THE UNDERGROUND U11LITIES SHOWN ARE IN THE EXACT LOCATION INV.1= 3.49 (12� CERAMIC) EL=8.09 N NO PIPES VISIBLE % INDICATED. MAP 26 LOT 630 0 INV.2= 2.89 (12 CERAMIC) G BOLT OVER MAIN AREA (DRAIN ' \ ter~ KEVIN C OR F & LINDSAY INV.3= 0.39 (15" RCP) '� � ,�� • NOW OR FORMERLY INV.4= 1.69 (10" RCP) �� r OUTLET BIT, MAP 26 LOT 635 0HURLEY INV.5- 0.01 (15 RCP) __- "~ ESRD BOOK 35126 PAGE ,522 " BIT. NOW OR FORMERLY N WATER LE (10 RCP) o 2 WATER ELEV.= 3.49 CITY OF SALEM .--\ �,•, G� E ESRD BOOK 31510 PAGE 68 v DEPTH= 0.49 L0 AREA=52,490 S.F.± __- CB G b5 8 2 0 __------ RIM= 7.19 GP'fO tip Q j TBM A (1.205 ACRE t) .✓' \ BUILDING INV.1= N/A P w o- z m EL=10.65 \ HEIGHT=71.77 DEPTH= 4.19 �N _j I � �� (NO PIPES VISIBLE) N X-CUT ON SW CORNER OF /rte E p " ,� a ?• CONC. LIGHT POLE BASE N9'02'11"W C0 BIT. 'cov 'cMv / cY� I�-60.51' �/ � '� GRAVEL BIT. r F/i ` x 9.67 o FFE=� r�' X 9,84 \ y r \ - X 11.02 y/ / 8.86 9.52 / 1 � OOF ///f ELP9 98 WALL 10 5 G . BIT. 4"PINE ` N80'08'01"E BIT 6' R �- ` / MAP 26 LOT 618 0 ,� BIT. 13"TREE W / 34.55 AREA=17,172 S.F.± 0 - ` - - si- r CR ao 14"TREE P • i NOW OR FORMERLY aR "" 4"PINE 4"PINE 4 PINE ; t NT42'01"W (0.394 ACRES±) RAM CONSTRUCTION, LLC _ 6.20 ESRD BOOK 33816 PAGE 9 1 , .- _ _ TBM C / o /, S 7'34'23W 4"PINE 4"PINE r N '= ,. .. �.__ EL JO 1 WALL EL-9.94 i• ' W �r-� CHISELED SQUARE ON I i OINC. 47.99' j off I 4"PIN 1 ' S6'21'23"E 25.04' N71'55'04"E CONCRETE RETAINING WALL G w I } o 39.00' MAP 26 LOT 613 0 o i T. I N31'51'43"W 12.356' ��;4�'PINE 1 I p4�W I I 4"PINE MAP 26 LOT 629 0 GRAPHIC SCALE / NOW OR FORMERLY �� l MARY ELIZABETH Lao -'''- ''0 � '--�-L1� 1B W 186.75' 4`� AREA=1260 S.F.± '� 1 NOW OR FORMERLY �` AND PETER F. I a BIT. ✓ i REE '� 8, 6,2 W Z (0.029 ACRES±) _ - I JONATHAN L. FELT NUGENT � z - " 4 I � BC 1 ��` 4 PlN1� � � �--- 18' CB x->F--x-x-x-�c- --x-X I 1 5Z ESRD BOOK 6892 PAGE 458 RIM= 7.15 ESRD BOOK 17252 / -- " � In o 10 20 +o so i 1, � � RF � � .4"PINE ,� - � S80'0519 W ( S88'37'00"W ;56.08' 'l Z 4"FINE »; r INV.1= N/A PAGE 218 o; S2'40'09"E 7.99' _ �? 4"PINE 4"PINE 0'47"W MAP 26 LOT 628 801 FFE= N ( -�" 579'5 I NOW OR FORMERLY WATER ELEV.= 4.45 °,C 00 °w 0.17" 12 / DEPTH= 2.85 - 11.02 w I INV.1 RECESSED �M MAP 26 LOT 616 0 " ° mU BIT 4'PINE 4"PINE _ 2..IN 59 11 � -S$1.8 5g' W - 19. I ANDRES OJ. CRUZ TORRES IN FEET ESRD BOOK 32988 PAGE I inch = 20 it. N87'19 51 E 15.09 0_ um A _ _ S84 03 5 �� 2 I MAP 26 LOT 627 0 597 ( ) x N NOW OR FORMERLY in N - I r-,� NOW OR FORMERLY I 1 N LYNDSEY S. AND BRENDAN M. n I LEO KRAUNELIS RW (n WAKEHAM MAP 26 LOT 617 0 I O N89'04 54 W 55.69 MAP 26 LOT 628 802 ESRD BOOK 27149 PAGE 439 NOW OR FORMERLY I w �� 51'09'19"E 5.00' N6'40'23"W 4.91' I ESRD BOOK 35176 PAGE 575 NOW OR FORMERLY IAN J. COX & r ( I JACQUELINE M. LANDER %--- WRW S89'51"00"W 98.08' K x CAROLINE V. COX I ,, in I ESRD BOOK 25952 PAGE 571 IESRD BOOK 34406 PAGE 478 MAP 26 LOT 615 801 MAP 26 LOT 641 0 NOW OR FORMERLY NOW OR FORMERLY PAUL MARTELL 2004 REVOCABLE TR MAP 26 (LOT 636 0 I STEPHEN D. AND ANN WHITTIERESRD BOOK 23967 PAGE 47 RECORD LOCATION NOW OR FORMERLY ESRD BOOK 7445 PAGE 265 I I SMH NOT FOUND I I ROLF J. FRANIKE-OTTEN AND MAP 26 LOT 615 802 CYNTHIA FRtANKE-OTTEN I NOW OR FORMERLY I I I ESRD BOOK 2:5587 PAGE 424 REVISION PAUL MA.RTELL 2004 REVOCABLE TRMAP 26 LOT 624 801 ( MAP 26 LOT 625 0 MAP 26 LOT 626 0 DATE DESCRIPTION ESRD BOOK 23967 PAGE 49 ( I MAP 26 LOT 801 I NOW OR FORMERLY W NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY I JOSEPH E. HOMAN III 2012 REV. I MITCHELL V. HENDERSON JAMES E. iGAULL STEVEN A. SASS 03/22/2017 UPDATED ABBUTTERS INFORMATION TRUST ESRD BOOK 14419 PAGE 2 ESRD BOOK 871618 PAGE 505 ESRD BOOK 33362 PAGE 110 JOSEPH E. HOMAN TR. MAP 26 LOT 624 802 I EXISTING CONDITIONS P LAN ESRD BOOK 31710 PAGE 63 NOW OR FORMERLY Q I MAP 26 LOT 623 802 DAVID SULLIVAN I I I I I NOW OR FORMERLY ESRD BOOK 24883 PAGE 219 295-305 8c 309 -313 BRIDGE ST R E E MARY I 0 ESRD BOOK E WILLIAMSON PAGE 154 I MAP 26 LOT 624 803 SALEM , MASSACHUSETTS I NOW OR FORMERLY SMH I MAP 26 LOT 623 803 ( SARAH HARRINGTON PREPARED FOR RIM=27.02 NOW OR FORMERLY ESRD BOOK 35015 PAGE 568 I CERTIFICATION: THE H.L. TURNER GROUP, INC. INV.1=23.02 (� FREDERICK S. KOOPMAN `01&AAA44 INV.2=23.52 ESRD BOOK 15536 PAGE 36 ( I HOFMgss INV.3=16.12 INV.4=16.02tiG v N DARREW �� M I I J. LARDY y Q w °• I o Transportation & Infrastructure I 155 Main Dunstable Rd. Suites 120&125 ■ Nashua, NH 03060 ■603.595.7900 DARREN J. HARDY, P.L.S. MARCH 22, 2017 www.wspgroup.com REG. NO. 48385 I wSP USA, CORP. Drawn By CG & BH Date Job No. i Surveyed By TO & BC JANUARY 25, 2017 190024A 190024A-1 .dwg Checked By DJH Scale Sheet No. Book No. N-262 1" = 20' 1 OF 1 8JHPC Leonard NS EXISTING CONDITIONS AND SITE PREPARATION NOTES 1 AR 3 RRK I 1. REPORT DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE DRAWINGS Design 5 VD' IMMEDIATELY TO THE LANDSCAPE ARCHITECT FOR RESOLUTION.DO NOT PROCEED WITHSITE REPARATION IN AREAS OF DISCREPANCY UNTIL WRITTEN RESOLUTION IS OBTAINED. Associates M 2. DO NOT SCALE DRAWINGS. IF DIMENSION OR EXTENT OF WORK IS UNCLEAR,OBTAIN �! CLARIFICATION FROM LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH ✓ L't CONSTRUCTION. Sl t e Planning/ 3. REMOVE EXISTING PLANT MATERIALS WHERE INDICATED AND AS NEEDED TO Landscape Architecture SIN SEED MIX AR 'ri ACCOMODATE NEW PLANTING. PREPARE PLANTING BEDS IN ACCORDANCE WITH WN i SPECIFICATIONS. 4. CONSULT EXISTING DRAWINGS AND RECORDS FOR LOCATION AND EXTENT OF SITE 95 Ronald Road 5 JCS MA UTILITIES. EXERCISE CARE TO PROTECT EXISTING UTILITIES TO REMAIN. Arlington, 8 JH BASIN 5. CONTACT DIG-SAFE TO MARK OUT EXISTING UTILITIES BEFORE COMMENCING (781) 641-0750 SEED CONSTRUCTION. MIX ° ��/�;' / 6. PROTECT EXISTING TREES SCHEDULED TO REMAIN FROM DAMAGE FROM CONSTRUCTION OPERATIONS. REPLACE EXISTING TREE DAMAGED BY CONSTRUCTION AS INSTRUCTED BY 1 NS 3 JCS LANDSCAPE ARCHITECT. / --- OWNERIAPPLICANT PLANTING NOTES: GL !' 1. ALL PLANT MATERIALS SHALL BE FINEST QUALITY STOCK GROWN IN THE NORTHEAST. 295 Bridge Street LANDSCAPE ARCHITECT RESERVES TO RIGHT TO SELECT AND APPROVE PLANTING 4 IGS i \ l! MATERIALS AT THE NURSERY OR SOURCE OF SUPPLY. Associates 3 HQSQ / 2. ALL PLANT MATERIAL AND METHODS OF INSTALLATION SHALL CONFORM TO THE AMERICAN T EDITION.ASSOCIATION OF NUSERYMEN,AMERICAN STANDARD FOR NURSERY STOCK,LATESCIO FW Webb Co. 3 CIH CID LAWN 3. PROVIDE ONE YEAR WARRANTY ON ALL PLANT MATERIALS. �` ■ " 1 AR i I 4. ALL PLANTS NOT OTHERWISE DESIGNATED ARE TO BE DELIVERED BBB(BALLED AND 160 Middlesex Turnpike = i r �� BURLAPPED). NO BARE ROOT OR FIELD CLUMP MATERIAL IS ALLOWED(EXCEPT BULBS AND DAYLILIES,WHERE SPECIFIED). Bedford MA 01730 5. STAKE TREES AND LAYOUT SHRUB MATERIAL IN APPROXIMATE LOCATIONS AND OBTAIN 7600 SF # APPROVAL OF LANDSCAPE ARCHITECT BEFORE PLANTING. LANDSCAPE ARCHITECT WILL ADDITION I 6. LAYOUT PERENNIALS. ARCHITECTS/ENGINEERS REPORT ANY UNSATISFACTORY CONDITIONS FOR PLANTING IMMEDIATELY TO THE ' FFE=13.00' t OWNER FOR RESOLUTION. CONTRACTOR SHALL RECEIVE NO ADDITIONAL / S STORY \ COMPENSATION FOR UNSATISFACTORY CONDITIONS REPORTED AFTER THEFACT OR The H. L. Turner group 5 IHG BRICK / AFTER COMPLETION OF PLANTING. g r $ 7. ALL AREAS DISTURBED BY CONSTRUCTION AND PLANTING OPERATIONS TO BE REPIAIRED I 27 Locke Road tt .....""°'--- / � � f�BUILDING OR RESTORED TO PREVIOUSLY EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. / 8. TOPSOIL: NATURAL,FRIABLE,FERTILE SOIL CHARACTERISTIC OF PRODUCTIVE SOIL IN LAWN / /• \ THE VICINITY,REASONABLY FREE OF STONES GREATER THAN 1/2"IN SIZE,CLAY LUMiPS, Concord, NH 03301 ROOTS,AND OTHER FOREIGN MATTER.TOPSOIL SHALL BE LOAMY SAND OR SANDY LOAM / AS CLASSIFIED ACCORDING TO THE US SOIL CONSERVATION SERVICE UNIFORM SOILS 603.228.1122 BASIN SEED MIX CLASSIFICATION. 9. PLANTING SOIL MIXTURE: 3 PARTS TOPSOIL TO 1 PART ORGANIC COMPOST. 0 10. ALL PLANTING BEDS TO RECEIVE 12"OF PLANTING MIX. 11. LOOSEN AND/OR DE-COMPACT SUBGRADE TO A DEPTH OF 8" PRI OR TO SPREADING TOPSOIL. 12. IN CASE OF DISCREPANCY BETWEEN PLAN AND PLANT LIST,LANDSCAPE ARCHITECT SHALL DECIDE WHICH QUANTITY SHALL GOVERN,AT NO ADDITIONAL COST TO THE OWNER. BASIN SEED MIX /, 13. SUPPLY MATERIALS LISTED WITH MULTIPLE COLORS BY PROVIDING VARIETIES WITH - / SPECIFIED COLOR CHARACTERISTIC FROM AVIALABLE STOCK TO TOTAL REQUIRED 1� NUMBER. FOR EXAMPLE: 11 LILACS,WHITE,PURPLE,LAVENDER-SUPPLY 4 WHITE,4 PURPLE,3 LAVENDER. OBTAIN LANDSCAPE ARCHITECTS APPROVAL OF PROPOSED VARIETIES BEFORE SHIPPING TO SITE. LAWN 14. NO MATERIALS MAY BE SUBSTITUTED WITHOUT APPROVAL OF LANDSCAPE ARCHITECT ." """'� PRIOR TO DELIVERY. / 15. DESIGN,PROVIDE AND INSTALL AN IRRIGATION SYSTEM FOR ALL PLANTED AREAS. !USE DRIP IRRIGATION FOR ALL SHRUB BEDS.RAIN SENSOR REQUIRED. 1 2 AR 16. PROVIDE 3"PVC SLEEVES 12"DEEP BELOW PAVING TO ALLOW FOR INSTALLATION OF zp IRRIGATION TO ALL PLANTED AREAS.EXTEND SLEEVES 12"INTO BEDS FROM PAVING t / LINES. NOTE LOCATION OF SLEEVES ON AS BUILT PLAN. LOCATIONS SHOWN ON PLAN ARE SUGGESTED,COORDINATE WITH IRRIGATION CONTRACTOR TO DETERMINE BEST / LOCATION FOR SLEEVES AND CONNECTING TO WATERPOWER SOURCE AT BUILDING. -�- / BASIN SEED MIX 17. LAWN AREAS: SEED WITH'PEARL'S PREMIUM SUN/SHADE MIX. SEED AND FERTILIZIEAT ! /� - o MANUFACTURER'S RECOMMENDED RATES AND RECOMMENDATIONS. 5 IVs 18. BASIN AREAS: SEED WITH'NEW ENGLAND ROADSIDE MATRIX WET MEADOW MIX'AS SUPPLIED BY NEW ENGLAND WETLAND PLANTS. SEED AND FERTILIZE AT YQ 1 AR MANUFACTURER'S RECOMMENDED RATES AND RECOMMENDATIONS. / l (82 FEDERAL STREET) I 2 Po 3 VD 6 © 1 AR MULCH BED % �� 2 TGG I 1 PO 1 ARS �� 4 PS \�FEIVIA 100-YR i MULCH FLOOD LIMITS 8 TGG � :' • ' (ZONE AF_) r. ] IRF' : . EL=1 D.0 2 VD EXISITING WHITE ✓ _� PINES TO REMAIN, ,r _ � • �_.�---- 3 TGG 4 TGG TYPICAL 4 TGG . 4 TGG --- -------- E N IWFC WF4 71 co WF3 I WF WF5 I _ -� WF 7 f i 1 6/15/2017 FOR SITE PLAN APPROVAL GREEN LEAF CONSTRUCTION PLANT LIST C W WEBB CO. SYM. QNTY. SCIENTIFIC NAME COMMON NAME SIZE: ADDITION 293 BRIDGE ST. ARS 7 ACER RUBRUM'RED SUNSET RED SUNSET RED MAPLE 3"CAL SALEM, MASSACHUSETTS PRUNE BROKEN OR RUBBING BRANCHES ONLY NS 2 NYSSA SYLVATICA BLACK GUM 2.5"CAL. PO 3 PICEA OMORIKA SERBIAN SPRUCE 7-8' MAP 26, LOT 0634 PS 4 PINUS STROBUS EASTERN WHITE PINE 7-8' GUY WITH WEBBED TGG 25 THUJA PLICATA'GREEN GIANT GREEN GIANT WESTERN REDCEDAR 6-7' MAP 26, LOT 0635 STRAPPING.ADJUST TO SLIGHTLY SLACK TENSION STAKE ABOVE FIRST BRANCHES CIH 6 CORNUS SERICEA WORY HALO' VARIEGATE RED-TWIG DOGWOOD 30-36' OR AS NECESSARY FOR FIRM SUPPORT TREE WRAP-TO ABOVE HQSD 3 HYDRANGEA QUERCIFOLIA'SNOW QUEEN SNOW QUEEN OAKLEAF HYDRANGEA 5 GAL. FIRST BRANCH HARDWOOD STAKES PLANT 1"-2"HIGH' IGS 4 ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY 30-36" 2-3 STAKES 2"X 2" c V RELATIVE TO NURSERY GRADE. REMOVE EXCESS SOIL IVS 5 ILEX VERTICILLATA'SPARKLEBERRY' SPARKLEBERRY HOLLY 3-4' DRIVEN(MIN.18")FIRMLY APPLY 3"COMPOSTED WOOD CHIPS �* TO EXPOSE ROOT FLAIR. IHG 5 ITEA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 3 GAL. INTO SUBGRADE PRIOR AROUND ENTIRE PLANTING AREA,BUT r o LANDSCAPE TO BACKFILLING NOT TOUCHING TRUNK �"" 4' C'�`''w APPLY 2"COMPOSTED WOOD CHIPS JCS 8 JUNIPERUS CHINENSIS'SEAGREEN' SEAGREEN JUNIPER 30-36" BACKFILL WITH PARENT SOIL,APPLY4 v ( AROUND ENTIRE PLANTING AREA,BUT RRK 3 ROSA'RAINBOW KNOCKOUT RAINBOW KNOCKOUT ROSE 2 GAL. / COMPOST AS PER SOIL TEST :o 0 NOT TOUCHING STEMS. VD $ VIPLAN BACKFILL WITH PARENT SOIL,APPLY VIBURNUM DENTATUM ARROWWOOD VIBURNUM 3 4' COMPOST AS PER SOIL TEST PLANT 1"HIGH FOR EACH III\III I >: INCH OF CALIPER,UP TO - �_I I I I =I EXISTING GRADE _ =i =i I 1=III= I- JHPC 16 JUNIPERUS CHINENSIS PLUMOSA COMPACTA COMPACT ANDORRA JUNIPER 2 GAL. _ - - II'- . ..� -II -III 6"CAL. REMOVE EXCESS SOIL =� ! -i I 1 I i- � i i -1 I I-I I( 1= l= I I I I-I RGL 16 RHUS AROMATICA'GRO-LO' GRO LO SUMAC 2 GAL TO EXPOSE ROOT FLAIR. _ _ EXISTING GRADE CUT BURLAP,ROPE AND WIRE AWAY FROM III=III- -_ K I � _ �- -I = ROOT BALL,REMOVE ALL IF POSSIBLE 1 111_I -I I-I __i I-Ius III I I- i JOB NUMBER: DRAWN: DATE: UNDISTURBED SOIL OR COMPACTED FILL I 1- I CUT BURLAP,ROPE AND/OR POT AWAY FROM BASIN SEED: NEW ENGLAND ROADSIDE MATRIX WET MEADOW SEED MIX,FROM NEW ENGLAND WETLAND PLANTS 2.5-3X BALL DIAMETER -i I I 1 I-I i- I I ,,, 1- -' i I I ROOT BALL,REMOVE ALL IF POSSIBLE 6/15/17 1718 LOOSEN EXCESSIVELY COMPACTED SOILS I I=III-1 I I I -Iii-1 i -i \ FILE: CHECKED:STAKING:2 PER 3"CAL.OR LESS ADL STAKING:3 PER 4"CAL.OR GREATER p- � -�� UNDISTURBED SOIL OR COMPACTED FILL KED: SCALE: Q LOOSEN EXCESSIVELY COMPACTED SOILS CD ADL 1" = 20' TREE PLANTING - VERTICAL STAKES N COPYRIGHT © 2017 LEONARD DESIGN ASSOCIATES �A�Zt1 OF k4 SHRUB PLANTING DRAWING ALTERATION o�� CyG ANDREW 1T 19 A VIOLATION OF LAI/ FOR ANY D. UNLESS ACTING L> NOT TO SCALE D�CTIION u8ARCHITECT,, LEONARD N PROFESSIONAL BNGMER, LANDSCAPE No. 679 ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON TH14 DOCUMENT �9 'r /S MY ANY Li WAY. WHO ALTERS THIS y�s�APE AR��\� FOR APPROVAL � REQ� HY �THE T �— .� H� oRHER �� OWE NOTATION ALTERED BY' FOL ECT HY HIS OR HER SIGNATURE AND SPLOBS4�j DBSCRD?1'fON OF THE ALTERATIONS. I o w 0 t DRAWING LIST GREEN LEAF CONSTRUCTION SHEET NUMBER DRAWING TITLE F . W . WEBB COMPANY COVER COVER SHEET ADDITION C0.1 GENERAL NOTES AND LEGEND C1.0 EXISTING CONDITIONS PAN 293 Bridge Street C1.1 SITE PREPARATION PAN C2.0 SITE PLAN Salem , 1 C2.11 SITE PLAN-SURFACE TREATMENTS MAP 26, LOT 0634 C3.0 GRADING PLAN C3.1 ENLARGED GIRADING PANS MAP 26, LOT 0635 C4.0 UTILITY PLAN Owner C5.0 ENLARGED UTILITY PANS C5.0 LIGHTING PLAN 293 Bridge Street 297 Bridge Street C6.0 SITE DETAILS 295 Bridge Street Associates City of Salem C6.1 SITE DETAILS C6.2 SITE DETAILS c/o FW Webb Co. 93 Washington Street TEC1 TEMPORARY EROSION& SEDIMENT CONTROL NOTES 160 Middlesex Turnpike Salem, MA 01970 N TEC2 TEMPORARY EROSION &SEDIMENT CONTROL DETAILS Bedford, MA 01730 ABUTTERS LIST �.: 11. MAP 26 LOT 626 0 1. MAP 26 LOT 40 0 STEVEN A. SASS & ELLEN GOLUB _jMASS BAY TRANSIT AUTHORITY 84 GROVE STREET '~ PO BOX 845142 AUBURNDALE, MA 02466 . BOSTON, MA 02284-5142 BOOK 33362 PAGE 110 I 2. MAP 26 LOT 617 0 12. MAP 26 LOT 627 0 IAN J. COX & LEO KRAUNELIS ' CAROLINE V. COX 851 90 FEDERAL STREET MA 01970 ao SALEM,RMA 01970 SALEM, O KM� 35176 PAGE 575 � h^ o BOOK 34406 PAGE 478 14. MAP 26 LOT 628 801 3. MAP 26, LOT 618 0 ANDRES J. CRUZ TORRES I 4. cj RAM CONSTRUCTION, LLC 88 FEDERAL ST. UNIT 1 160 MIDDLESEX TURNPIKE SALEM, MA 01970 l BEDFORD, MA 01730 BOOK 32988 PAGE 597 BOOK 33816 PAGE 9 15. MAP 26 LOT 802 JA 4. MAP 26 LOT 623 801 JACQUELINE M. LANDER JOSEPH E. HOMAN III 2012 REV. TRUST 88 FEDERAL ST. UNIT 2 S L EM JOSEPH E. HOMAN TR.. SALEM, MA 01970 1 KIMBALL CT. BOOK 25952 PAGE 571 SALEM, MA 01970 ---� E BOOK 31710 PAGE 63 16. MAP 26 LOT 629 0 f '` �....�'`� JONATHAN L. FELT & SUZANNE R. FELT ---- 1 �• n-''� 5. MAP 26 LOT 623 802 31 FLINT STREET MARY ANNE WIWAMSON SALEM, MA 01970 102 FEDERAL ST. UNIT 2 BOOK 6892 PAGE 458 SALEM, MA 01970 BOOK 11278 PAGE 154 17. MAP 26 LOT 630 0 44 / KEVIN CASSIDY & LINDSAY HURLEY t --' 6. MAP 26 LOT 623 803 84 FEDERAL STREET FREDERICK S. KOOPMAN SALEM, MA 01970 -. 102 FEDERAL ST. UNIT 3 BOOK 35126 PAGE 522 SALEM, MA 01970 � ,. §�✓ BOOK 15536 PAGE 36 18. MAP 26, LOT 631 0 LINDA L LUNEAU & 7. MAP 26 LOT 624 801 CHRISTOPHER LUNEAU MITCHELL V. HENDERSON 82 FEDERAL ST. 100 FEDERAL ST. UNIT 1 SALEM, MA 01970 SALEM, MA 01970 BOOK 15319 PAGE 574 BOOK 14419 PAGE 2 19. MAP 26, LOT 632 0 ! 8. MAP 26 LOT 624 802 ESSEX INSTITUTE r r DAVID SULLIVAN 120 ESSEX ST. ' a , 100 FEDERAL ST. UNIT 2 SALEM, MA 01970 SALEM, MA 01970 BOOK 2539 PAGE 79 BOOK 24883 PAGE 219 20. MAP 26 T 635 0 9. MAP 26 LOT 624 803 CITY OF SALEM �I SARAH HARRINGTON 93 WASHINGTON STREET 100 FEDERAL ST. UNIT 3 SALEM, MA 01970 SALEM, MA 01970 BOOK 31510 PAGE 68 BOOK 35015 PAGE 568 Mk. 21. MAP 26 LOT 636 0 10. MAP 26 LOT 625 0 ROLF J. FRANKE-OTTEN & JAMES E. GAULL CYNTHIA FRANKE-OTTEN 11 CHESTNUT ST. 30 BECKFORD STREET MARBLEHEAD, MA 01945 SALEM, MA 01970 -✓ BOOK 87168 PAGE 505 BOOK 25587 PAGE 424 w PLANNING PROJECT NUMBER : 4511 APPROVE- ,-j SITE: PLAN LOCUS MAP 1 LOCUS MAP 2 CIVIL ENGINEERING BY: BUILDING DESIGN CRITERIA: REVISED FOR ZONING & CONCOM REVIEW COMMENTS " ��,,, � ♦,� Q � � The H.L. Turner Group Inc. � t: �s . s9 0 6 . 0 7. 17 i TURNER� , ♦ �, 27 Locke Rd. }� ' 011 ,,lop' Concord, New Hampshlre 03301 TU 3 tz 0040 .,��• � f �. t:603.228.1122 441 y PLANNING BOARD - FHOD REVIEW hltumer.com ♦ �� /� /� � ,� /a SSE 0 5 . 18 . 17 3 ♦ \� ♦ �j, / ` ARCHITECTS• ENGINEERS*BUILDING SCIENTISTS `Q • oil $j'j'$ / 0 '��, �°i/ :` / //� 26GROUP ! EN c l ✓��/% %/ % 0634 ' /'< 0632 1 CONCORD NH • HARRISON ME • LYNDONVILLE VT / f/ SITE a LITTLETON MA NEW HAVEN CT / 000</ c 117VDE ♦' / / i�'i i i / /I< / /� / 1 26 000000 �X' 0631 CONSTRUCTED B Y• 0635 ARCHITECT OF RECORD : OAK 63 10000' 20 X00// �j 1 DESIGN-SCIENCE • i o 26 1 ��00n, W", m �0 E M �c � 0618 i f 200 BAKER AVENUE 3 %; ;:,, 1 1 1 3 ! SUITE 102 All zb m 4 , /,., / ;,;/.....� r ,,, ' i 0627 , CONCORD, MA 01742 �J tfi�• / /r / r/ 26 0628 1 00000, i , . 06261 1 ♦ ♦� 26 26 71'.%i� ,� .� 1 '� 0617 0636 26 0 T c2610625 1 Er 1 1 1 26i ♦� 1 ♦, r LD 1 0623 1 0624 1 1 I g'�• ♦ �pF. Y� RIVER ST. � ♦ x -., SCALE: NTS SCALE: 1 " loot ♦ • C ❑ N :ST R U CT I ❑ N F.W. WM COWANY - - - T - - - ---- --- -- -- - - - -- SURVEY NOTES TEMPORARY EROSION & SEDIMENT CONTROL NOTES LEGEND 1. THIS PLAN WAS PREPARED FOR THE H.L. TURNER GROUP INC. FROM AN ACTUAL ON THE 1. AREAS REMAINING UNSTABIUZED FOR A PERIOD OF MORE THAN 14 DAYS SHALL BE GROUND FIELD SURVEY CONDUCTED BETWEEN JUNE 30, 2015 AND JULY 9, 2015 AND BETWEEN TEMPORARILY SEEDED AND HAY/STRAW MULCHED. ENGINEERING GENERAL JANUARY 12 AND JANUARY 16, 2017 BY WSP, 155 MAIN DUNSTABLE RD. SUITES 120 & 125, NASHUA. NH 03060. 2. PERMANENT SEEDING SHALL OCCUR BETWEEN APRIL 1 AND JUNE 1 AND/OR BETWEEN TURNER PROPOSED EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION 2. THE HORIZONTAL DATUM SHOWN HEREON REFERENCES THE MASSACHUSETTS STATE PLANE AUGUST 15 AND OCTOBER 15. ALL SEEDING SHALL BE STRAW MULCHED. NAD83. 3. DISTURBED AREAS NOT IN PAVEMENT OR LANDSCAPED AREAS TO RECEIVE 6 INCHES OF 212 - - 212 - - I CONCRETE 3. THE VERTICAL DATUM SHOWN HEREON REFERENCES NAVD88. LOAM AND SEED, UNLESS OTHERWISE NOTED. CONTOUR INTERVALS -212.3 4. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON LABELED WITH AN (R) ARE FROM 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION CONTROL MEASURES 212.3 SPOT ELEVATIONS RECORD DOCUMENTS. ADDITIONAL FIELD INVESTIGATION WILL BE REQUIRED BY OTHERS TO IN ORDER TO PREVENT OFF-SITE TRACKING OF EARTH, SEDIMENT AND DEBRIS. R=5' LENGTH OF RADIUS DESCRIPTION011""- GROUP TREES DETERMINE THE ACTUAL PIPE SIZE(S) AND TYPE(S). 5. DUST SHALL BE CONTROLLED AS NECESSARY WITH THE USE OF WATER. WF1 WETLAND FLAG 5. THE PROPERTY UNE SHOWN HEREON IS A RESULT OF A BOUNDARY COMPILATION USING 6. SOILS TO BE STOCKPILED FOR A PERIOD OF MORE THAN 14 DAYS SHALL BE TEMPORARILY /^ EDGE OF WOOD'S PLAN REFERENCES 1 AND 2 NOTED HEREON. THE BEARINGS SHOWN HEREON REFERENCE: THE SEEDED AND MULCHED. ALL STOCKPILES SHALL BE ENCIRCLED WITH SILTATION FENCING. Y HORIZONTAL DATUM REFERENCED IN NOTE NUMBER 2 AND NOT THE BEARINGS SHOWN ON THE PLAN REFERENCES 1 AND 2. THE DIFFERENCE BETWEEN THE TWO BEARING SYSTEMS IS i0' 26' 7. ALL PERMANENT AND TEMPORARY SEEDING SHALL USE SEEDING MIXTURES AS SPECIFIED ON The H.L. Turner Group Inc. BOUNDARIES A40". THESE PLANS. .--�- ---�-- -n--� PROPOSED EXISTING DESCRIPTION SIGNS & SYMBOLS 27 Locke Rd.6. OWNERS OF RECORD: PROPERTY LOCATION, 8. REPAIR, CLEAN, AND REPLACE ANY SEDIMENT CONTROLS DAMAGED DURING AND/OR AFTER Concord, New Hampshire 03301 295 BRIDGE STREET ASSOCIATES 293 BRIDGE ST. RAINFALL EVENTS. C/O FW WEBB CO. SALEM, MA 01970 t:603.228.1122 - PROPERTY UNE 4 PARKING SPACE COUNT 160 MIDDLESEX TURNPIKE MAP 26, LOT 06341 9. DEWATERING FROM WORK ZONES SHALL BE DISCHARGED INTO APPROVED SEDIMENT hlturner.com BEDFORD, MA 01730 BOOK 10346 PAGE 361 RETENTION MEASURES. THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY TO EXISTING PROPERTY LINE SETBACK STORM DRAINAGE SYSTEMS, WATERCOURSES OR WATERWAYS. ALL CATCH BASINS SHALL ARCHITECTS* ENGINEERS•BUILDING SCIENTISTS I• R ) REMOVE HAVE SEDIMENT FILTERS INSTALLED IN THE INLETS. + + MCIN11RE HISTORIC DISTRICT CITY OF SALEM 297 BRIDGE ST. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION AND SEDIMENT t BC A ABANDON IN PLACE 93 WASHINGTON STREET SALEM, MA 01970 CONTROL DEVICES AS SHOWN IN THE PLANS THROUGHOUT THE DURATION OF THE PROJECT IN II!t _ - ..... - _._. _,..... ..- _._. - _ - BITUMINOUS CURBING O SALEM, MA 01970 MAP 26, LOT 0635 ACCORDANCE WITH APPLICABLE STANDARDS. THE MEASURES SHOWN ARE MINIMUM off - BOOK 31510 PAGE 68 REQUIREMENTS. VGC VERTICAL GRANITE CURBING &� REMOVE AND RESET i SGC SURVEY PLAN REFERENCE NOTES SLOPED GRANITE CURBING SITE NOTES &S REMOVE AND SALVAGE TO OWNER 1. PLAN ENTITLED "PLAN OF LAND 297-305 BRIDGE STREET SALEM PROPERTY OF CITY OF 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE SITE GREEN LMEAF EOPEDGE OF PAVEMENT SALEM". PLAN DATED MAY 18, 2015. PLAN NOT RECORDED. AND ALL EXISTING CONDITIONS SURROUNDING IT AND THEREON. PROTECT AND MAINTAIN 2• PLAN ENTITLED "SALEM, MASSACHUSETTS PLAN OF LAND PREPARED FOR PETER 2. LIMITS OF WORK ARE SHOWN AS APPROXIMATE. THE CONTRACTOR SHALL COORDINATE ALL FENCE GLENTADAKIS 311-313 BRIDGE STREET". PLAN DATED SEPTEMBER 3, 2014. PLAN ON RECORD WORK TO PROVIDE SMOOTH TRANSITIONS. THIS INCLUDES GRADING, PAVEMENT, CURBING, AT THE ESSEX COUNTY REGISTRY OF DEEDS AS PLAN BOOK 446 PLAN 69. SIDEWALKS AND ALIGNMENTS. WFl WETLAND DELINEATION RP REMOVE PAVEtvAENT 3. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, -- WETLAND SETBACK g_1 GENERAL CONSTRUCTION SEQUENCE STATE AND NATIONAL CODES, SPECIFICATIONS, REGULATIONS AND STANDARDS. ® SUBSURFACE BORING 4. ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE 1. CONTRACTOR SHALL REVIEW THE NOTICE OF ACTIVITIES AND USE LIMITATION DEVELONAENT CONTRACTOR AT THE COMPLETION OF CONSTRUCTION OPERATIONS. i (DEP RELEASE NO. 3-11726) PRIOR TO MOBILIZING ONSITE. IT IS HIS RESPONSIBILITY TO FEMA 100 YR. FLOOD LIMIT (ZONE AE) TP-1 TEST PIT COMPLY WITH ALL CONDITIONS THEREIN, INCLUDING PREPARATION OF A SOIL MANAGEMENT 5. THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION OF SITE WORK AND/OR GRADING, F.W. WMB COMPANY PLAN. IF NECESSARY. COPYRIGHT:THE H.L.TURNER GROUP INC.2017 • LANDLOCKED TIDELAND JURISDICTION LIMIT 0*Electronic images ofthese documents may beused for the purpose of 2. INSTALL SILT FENCING AND PERIMETER CONTROLS, INLET PROTECTION, STABILIZED expediting shopdrawirgsandcoordinationdrawingsforthisprojectonly-except $P CONSTRUCTION EXIT AND OTHER TEMPORARY EROSION AND SEDIMENT CONTROLS PRIOR 1r0 6. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR as excluded by Individual specifications(e.g.Structural steel). it shag be unlawful _---- SAWCUT LINE SHALL USE CAUTION WHEN SCALING DRAWINGS. IN CASE OF CONFLICT BETWEEN THIS PLAN to use them for arty other purpose.The Architect's orEngineers seals shall not BEGINNING CONSTRUCTION, AND MAINTAIN UNTIL FINAL PAVEMENT SURFACING AND PERMANENT SET AND ANY OTHER DRAWING AND/OR SPECIFICATION, THE ENGINEER SHALL BE NOTIFIED appear on any documents that are modified by others.The Architect shall bear CONSTRUCTION LIMIT SITE STABILIZATION IS ESTABLISHED. IMMEDIATELY FOR CLARIFICATIONS. no responsibility for any modifications to the original documents by others' co + + WETLAND BUFFER IMPACT 3. DELINEATE CONSTRUCTION LIMITS. 7. SITE WORK SHALL BE CONSTRUCTED FROM A COMPLETE SET OF PLANS, AS NOT ALL + 4. SAWCUT AND REMOVE PAVEMENT AND CONCRETE SURFACES AND UNDERTAKE EXCAVATION CONFLICT ARE DETAILED ON EVERY PLAN. THE ENGINEER IS TO BE NOTIFIED OF ANY AS SHOWN ON DRAWINGS. STABILIZE STOCKPILES AND ENCIRCLE WITH SILT FENCING OR CONFLICT WITHIN THIS SET OF PLANS. SIMILAR SEDIMENT FILTER. COORDINATE STAGING/STOCKPILE LOCATION WITH GREEN LEAF 8. EXISTING VEGETATION IS TO REMAIN UNDISTURBED WHEREVER POSSIBLE. UTILITIES LANDSCAPED /AREAS CONSTRUCTION. 9. THE AREA OF LAND EXPOSED AND THE TIME OF EXPOSURE SHALL BE MINIMIZED. ALL 5. CONSTRUCT BUILDING FOUNDATION, PREPARE GRAVELS FOR THE BASE SLAB, INSTALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 72 HOURS AFTER FINAL GRADING. HOWEVER, PROPOSED EXISTING (DESCRIPTION UNDERGROUND UTILITIES, AND CONSTRUCT SITE IMPROVEMENTS AT BOTH PARCELS. WORK IN ADDITIONAL SUB-PHASES MAY BE PERFORMED IF NEEDED FOR RELATED UTILITY -O- UTILITY POLE 6. ROUGH GRADE DISTURBED PORTIONS OF THE SITE. ENSURE SITE WILL DRAIN TO EXTENSIONS/CONNECTIONS OR EARTHWORK BORROW/FILL, BUT IN ALL CASES BE STABILIZED WITHIN 72 HOURS AFTER UTILITIES ARE IN PLACE OR EARTHWORK OPERATION CEASE. IN NO 13 COLLECTION INLETS AS INDICATED ON THE PLANS. CASE SHALL ANY DISTURBED AREA BE LEFT UNSTABILIZED WITHOUT EITHER PERMANENT OR CATCH BASIN/DROP INLET TEMPORARY EROSION CONTROL MEASURES FOR MORE THAN 24 HOURS OR AS NEEDED TO Q SEWER MANHOLE 7. PERFORM FlNAL/FlNE GRADING AND PLACE FINAL PAVEMENT AND CONCRETE SURFACES. ENSURE SUFFICIENT STABILIZATION DUE TO WEATHER OR OTHER CONDITIONS. SIMULTANEOUS WORK IN MULTIPLE PHASES MAY BE PERMITTED AS NEEDED, SUBJECT TO THE ABOVE 0 DRAIN MANHOLE 1 TYPICAL SECTION NUMBER 8. LOAM AND SEED ALL DISTURBED AREAS OUTSIDE OF HARDSCAPE SURFACES. CRITERIA. HOWEVER, THE CONTRACTOR SHALL NOT DISTURB AREAS THAT CANNOT C5 BOLLARD SHEET LOCATION OF TYPICAL 9. FINISH ANY REMAINING SITE CONSTRUCTION.SURFACE TREATMENT REASONABLY BE PROPERLY STABILIZED AND MAINTAINED WITHIN 72 HOURS. SECTION 10. REMOVE SILT FENCE, CHECK DAMS, CONSTRUCTION EXIT AND OTHER TEMPORARY CONTROL CONTRACTOR EXCESS SOIL MATERIAL OTHER THAN TOPSOIL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. WELL MEASURES ONCE FULL STABILIZATION IS ACHIEVED. CROSS-SECTION NUMBER 11. CLEAN ALL DRAINAGE STRUCTURES, SWALES, AND PIPES OF SILT AND DEBRIS. 11. TOPSOIL STRIPPED FROM THE SITE SHALLBE STOCKPILED IN A LOCATION APPROVED BY KEY PLAN: D D DRAIN LINE 1$ CROSS-SEC11CDN THE OWNER. ALL TOPSOIL SHALL REMAIN THE PROPERTY OF THE OWNER. PROJECTTITLE/ADDRESS: C7.1 SHEET WHERE CROSS-SECTION 12. THIS IS THE ENGINEER'S RECOMMENDED CONSTRUCTION SEQUENCE. THE CONTRACTOR IS 12. GRANITE CURBING REMOVED FROM THE PUBLIC RIGHT-OF-WAY SHALL REMAIN THE GREEN LEAF CONSTRUCTION S SEWER LINE IS SHOWN RESPONSIBLE FOR DEVELOPING A DETAILED SEQUENCE PLAN PRIOR TO MOBILIZATION. RIEFER PROPERTY OF THE CITY OF SALEM. F.W. WEBB CO. ADDITION ALSO TO SHEET TEC1, TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. T TELEPHONE LINE 293 BRIDGE ST. DETAIL NUMBER UTILITY NOTES t GENERAL NOTES SALEM, MASSACHUSETTS E O �411 OVERHEAD ELECTRIC UNE C7 C2 �� SHEET SERIES WHERE DETAIL DETAIL 1. THE CONTRACTOR IS ADVISED THAT UNDERGROUND UTILITIES ARE PRESENT. THE MAP 26,LOT 0634 IS SHOWN 1. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION I AND UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS BASED ON RECORD UTILITY MAP 26,LOT 0635 W- WATER LINE SHEET WHERE DETAIL FOR CONDITIONS AT THE SITE. THESE PLANS, PREPARED BY THE H.L. TURNER GROUP INdC., DO DRAWINGS. LOCATIONS ARE NOT GUARANTEED TO BE ACCURATE OR COMPLETE. IT IS THE IS SHOWN NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTI40N RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PRESERVE ALL U11UTY SERVICES. OWNERIAPPUCANT CONTRACTOR NOR HIS/HER EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORM,IANCE 295 Bridge Street Associates FIRE HYDRANT OF THE WORK. THE SEAL OF THE ARCHITECT OR ENGINEER HEREON DOES NOT EXTEND 1TO 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE C/o FW Webb Co. y ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO TMESE LOCATION, SIZE, AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS PRIOR e PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATrE TO THE START OF ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF BMiddlesex Turnpike LIGHT POLE [�- SAFETY SYSTEMS THAT MAY BE REQUIRED BY THE U.S. OCCUPATIONAL SAFETY AND HEALTH ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION, AND APPROPRIATE Bedford,MA 01730 n BUILDING MOUNTED LIGHTING ADMINISTRATION (OSHA) AND/OR LOCAL REGULATIONS. REMEDIAL ACTION SHALL BE AGREED TO BY THE ENGINEER BEFORE PROCEEDING WITH THE ISSUE: N WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT "DIGSAFE" (888) 344-7233 PLANNING BOARD REVIEW 2. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE MASSACHUSETTS AT LEAST 72 HOURS (NOT INCLUDING WEEKENDS AND HOLIDAYS) PRIOR TO INITIATING HIGHWAY STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, AND THE CITY OF SALEM CONSTRUCTION ACTIVITIES ON THE SITE. THE CONTRACTOR IS ADVISED THAT DIGSAFE MAY ABBREVIATIONS CONSTRUCTION STANDARDS. NOT LOCATE-UTILITIES OFF THE PUBLIC RIGHT-OF WAY WHICH MAY BE PRESENT AT THE LANDSCAPING 3. ALL DISTURBED AREAS NOT OTHERWISE SHOWN TO BE TREATED SHALL BE LOAMED ANDSITE. GENERAL SEEDED TO SIX-INCH DEPTH. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES, EITHER EROSION CONTROLOVERHEAD OR UNDERGROUND, WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE PROJ.NO.: 4511 STAMP ABAN Abandon B&B Balled & Burlapped 4. ALL NEW EARTH SLOPES SHALL BE HAY OR STRAW MULCHED. WITH THE UTILITY COMPANIES. THE PROTECTION OR RELOCATION OF UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. s PROPOSED DESCRIPTION ADJ Adjust ACR Accessible Curb Romp L&s LoaBR Bare Root m And Seed 5. CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING BENCHMARKS AND BOUNDS. ALL SCALE: � H LD 1 BENCHMARKS AND BOUNDS DISTURBED BY THE CONTRACTOR SHALL BE REESTABLISHED BY A 4. PROPOSED RIM ELEVATIONS OF SEWER AND DRAINAGE STRUCTURES ARE APPROXIMATE, APPROX Approximate MASSACHUSETTS LICENSED LAND SURVEYOR AT NO EXPENSE OF THE OWNER. FINAL ELEVATIONS ARE TO BE SET FLUSH WITH FINISH GRADES. ADJUST ALL OTHER RIM DESN.BY: MHM M J rn SILTATION FENCING BC Bituminous Curb ELEVATIONS OF MANHOLES, WATER GATES, AND OTHER UTILITIES TO FINISHED GRADE WITHIN 30941 y UTILITY DRAWN BY- PIH o BOS Bottom Of Slope 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES, TEMPORARY UTILITIES AND LIMITS OF WORK. Q ST ELEV Elevation CIP Cast Iron Pipe COORDINATION WITH ALL AGENCIES IN OBTAINING ACCESS TO THE SITE AND PERFORMING ALL A� STONE CHECK DAM 9 EXIST Existing CMP Corrugated Metal Pipe WORK REQUIRED FOR THIS PROJECT. 5. IF APPLICABLE, THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY CHKDBY: lONAL �' " MAX MaximumAGENCY PRIOR TO DISCONNECTING THE EXISTING SERVICE CONNECTIONS AT THEIR RESPECTIVE DIP Ductile Iron Pipe 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND PROVISION OF ALL TRAFFIC MAINS. THE EXISTING UTILITIES SHALL BE DISCONNECTED IN ACCORDANCE WITH THE ISSUE DATE: 05.16.17 MIN Minimum NIC Not In Contract F&C Frame And Cover AND PEDESTRIAN CONTROL AND SAFETY FOR THE DURATION OF THIS PROJECT. RESPECTIVE UTILITY COMPANIES' STANDARDS AND SPECIFICATIONS. NTS Not To Scale F&G Frame And Grate CONSTRUCTION ACTIVITY IN SALEM PUBLIC STREETS SHALL REQUIRE THE UTILIZATION OF REVISIONS PCC Precast Concrete Curb HDPE High Density Polyethylene Pipe UNIFORMED POLICE OFFICERS, COORDINATE WITH THE SALEM POLICE DEPARTMENT. 6. THE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL SITE CONTRACTOR TO PROVIDE . PROP Proposed UNDERGROUND ELECTRICAL POWER TO LIGHT POLES. P HYD Hydrant 8. VERIFY TBM ELEVATIONS PRIOR TO CONSTRUCTION. PSI Pounds Per Square Inch INV Invert Elevation 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION, BACKFILL AND COMPACTION RAP Reclaimed Asphalt Pavement PE Polyethylene Pipe 9. UNLESS OTHERWISE NOTED THE TERM "CONTRACTOR" REFERS TO "SITE OR CIVIL OF ALL ELECTRICAL AND COMMUNICATION CONDUITS AND PIPES IN ADDITION TO ALL OTHER R&R Remove And Reset CONTRACTOR". BURIED UTILITIES. R&S Remove And Salvage PVC Polyvinylchloride Pipe REM Remove RCP Reinforced Concrete Pipe 8. ALL DRAINAGE STRUCTURES' INTERIOR DIAMETERS (4' MIN. UNLESS NOTED OTHERWISE) RET Retain RGS Rigid Galvanized Steel PERMITTING NOTES SHALL BE DETERMINED BY THE PRECASTER BASED ON THE PIPE CONFIGURATIONS SHOWN ON SGC Sloped Granite CurbTHESE PLANS. CATCH BASINS SHALL HAVE 4-FOOT DEEP SUMPS UNLESS NOTED OTHERWISE. SSWL Single Solid White Line SD Surface Drain CONTRACTOR SHALL EXCAVATE TEST PITS AT ALL UTILITY CROSSINGS TO VERIFY PIPE SIZES g TSV&B Topping Sleeve, Valve & Box 1. THIS PROJECT IS SUBJECT TO THE FOLLOWING PERMITS: AND ELEVATIONS PRIOR TO COMMENCING UTILITY INSTALLATION. INVERTS OUT SHALL BE DSYL Double Solid Yellow Line FITTED WITH HOODED OUTLET COVERS WHERE NOTED. a TOS Top Of Slope UD Underdrain PERMIT ISSUING AGENCY TOW Top Of Wall UP Utility Pole TYP Typical VCP Vitrified Clay Pipe FHOD SPECIAL PERMIT SALEM PLANNING BOARD U.N.O. Unless Noted Otherwise 1 06.07.17 PER ZONING&CONCOM REVIEW N VGC Vertical Granite Curb XP Explosion Proof NOTICE OF INTENT SALEM CONSERVATION COMMISSION SHEET TITLE: NPDES CONSTRUCTION U.S. ENVIRONMENTAL PROTECTION AGENCY � GENERAL PERMIT GENERAL NOTES He vG Sq�F" 2. THE CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND COMPLY WITH LEGEND ALL APPLICABLE REQUIREMENTS, r a "� ■■■ 3. THE CONTRACTOR SHALL COMPLETE A STORMWATER POLLUTION ` PREVENTION PLAN AND FILE A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER THE U.S. EPA GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. CONTRACTOR MUST SUBMIT PROOF THE N01 IS ACTIVE PRIOR TO COMMENCING ANY EARTH DISTURBING ACTIVITIES ONSITE. CO 12 r8 F'rG 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY ADDITIONAL m is �8g Ott PERMITS AS REQUIRED FROM THE CITY OF SALEM TO CONSTRUCT THIS N PROJECT. a) k�P a 13 CU co J A B C D E F a I -- SURVEY NOTES: 1. SITE SURVEY WAS PREPARED FROM AN ACTUAL ON THE GROUND FIELD SURVEY CONDUCTED BY WSP BETWEEN JUNE 30 AND JULY 9, 2015 AND BETWEEN JANUARY 12 AND JANUARY 16, 2017. Impervious Surface in Wetland Buffer l / TURNER 2. HORIZONTAL DATUM HEREON REFERENCES THE MASSACHUSETTSC, 'I- STATE PLAN NAD8 3. U G0 � ��~ / 3. VERTICAL DATUM HEREON REFERENCES NAVD88. 4. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON LABELED r I Ir' WITH AN (R) ARE FROM RECORD DOCUMENTS. ADDITIONAL FIELD / INVESTIGATION WILL BE REQUIRED BY OTHERS TO DETERMINE THE "f �'� CW "i ROUP ACTUAL PIPE SIZE(S) AND TYPE(S). N.LLE F ' OBSERVE 5. THE PROPERTY LINE SHOWN HEREON IS A RESULT OF A BOUNDARY -F.;LL ;F ^)ATEi COMPILATION USING PLAN REFERENCES 1 AND 2 NOTED HEREON. THE BEARINGS SHOWN HEREON REFERENCE THE HORIZONTAL DATUM REFERENCED IN SURVEY NOTE NUMBER 2 AND NOT THE BEARINGS :j-Vii,=��' SHOWN ON THE PLAN REFERENCES 1 AND 2. THE DIFFERENCE The H.L. Turner Group Inc. CB - BETWEEN THE TWO BEARING SYSTEMS IS 0' 26' 40". RIM-6-6 / y�� r � + �r Y INV,1=5.30 (6"CP`=) C,�O� '� 6. WETLAND AREA FROM WESTON & SAMPSON PLAN C-1 'FORMER `ETH-3.00 I r� M I n UNIVERSAL STEEL & TRADING COMPANY CONCEPTUAL PARKING LAYOUT', CB AREA RAIN / '~ r-' f' y Concord, New 27 oHampshire 03301 DATED 8.15.12. THIS PLAN NOTES THE WETLAND FLAGGING WAS RIM= 6.32 / '' RI�4=6.38 CONDUCTED BY WESTON & SAMPSON ON JULY 2, 2012 lNV.1= 1.92 (12 RCP% -� N' 1 4(, '12"U Tv) hiturner.com �- t t:603.228.1122 INV.2= 5.11 (6" CERAMIC;: 'fes '� r'� �, -� DEPTH= i.8 7. LANDLOCKED TIDAL JURISTICTIONAL LIMITS AND LIMITS OF FEMA DEPTH= 3'12 ✓ ''' /� o ARCHITECTS* ENGINEERS*BUILDING SCIENTISTS ZONE AE OBTAINED FROM THE MASS GIS ONLINE VIEWER (OLIVER). (INV.': APPROXIMATE- RECESSEG �_ � � / r / r / PLAN REFERENCES DMH Oil I- PLAN ENTITLED "PLAN OF LAND 297-305 BRIDGE STREET SALEM �,M- &.70 ,2 ✓` ,.'� ' INV.1= 2.50 (. „ RCP) *' TBM D01 i� PROPERTY OF CITY OF SALEM.' PLAN DATED MAY 18, 2015. PLAN NOT INV.2= 1.65 (12" PEL=9 42 IPE) ' ,�� ' ?' RECORDED. INV.3= 1.79 (12" CERAMIC) �/ / t t BOLT OVER o o� 2. PLAN ENTITLED "SALEM, MASSACHUSETTS PLAN OF LAND PREPARED DEPTH= 1.90 ;S � r/ MAIN Oi-iTI ET WATER ELEV.= 3.90 / c,' yr n �C FOR PETER GLENTADAKIS 311-313 BRIDGE STREET." PLAN DATED (INV. 2 PIPE TYPE UNLETERMINABLE) i `f r r gg5 N lT. ° f, SEPTEMBER 3, 2014. PLAN ON RECORD AT THE ESSEX COUNTY aEE LEAS` REGISTRY OF DEEDS AS PLAN BOOK 446 PLAN 69. /r y r � 62 B IT.C0 B i UTILITY NOTE RIM= 5.95 �� r h � ,� 1 1. THE LOCATION OF THE UTILITIES AS SHOWN HEREON HAVE BEEN INV.1= 3.55 %� 4v / - COMPILED FROM VISIBLE STRUCTURES AND INFORMATION OBTAINED ('2" CERAMIC) I to `� / " ��°- ''i e GRASS FROM VARIOUS SOURCES. THE ACTUAL LOCATION OF ALL UTILITIES AND DEPTH= 3.85 UNDERGROUND STRUCTURES SHALL BE CONSIDERED APPROXIMATE AND 1 ` 6 (INv.1 APPROXIMATE- i rf✓ I ASSESSORS LOT 26 32 0 SHALL BE VERIFIED BY THE OWNER PRIOR TO ANY CONSTRUCTION. THE RECESSED; / f . /" O ` j NOW Or. FORMERLY SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES / ,i �' \ ESSEX INSTITUTE SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN A`--SESSORS LOT 26 40 0 j f 1 % ; t / FFE= - ' ESRD PO2539 PACE 79 SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT NOW OR FORMERLY / \ ' ,,. �..�`" � �,� � � i FFE= 1::3.18 WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE MBTA 13.05 EXACT LOCATION INDICATED. ! � F.W. VfTBB rVpANN CH. 91 LANDLOCKED 1 COPYRIGHT:THE H.L.TURNER GROUP INC.2017 r' �� / \ r DMH --J-- TIDELAND rr}}�� / / \ ©"Electronic images of these documents may be used for the purpose of RI M= 6.119 TIDELAJURISDND / *`I'�Q , / ' expediting shop drawings and coordination drawings for this project only-except Iray.1= 1.39 (12" PIPE) UMITS as excluded b individual specifications(e.g.Structural steel). It shall be unlawful SMH INV.2= -1.81 (24" PIPE) t+ � / bear • / '" / , ,^ , - :, f / pea on anto use them y documentsr any other purpose.modlfled by others Engineer's Architect�sh II shall of RIM= 6,36 DEPTH= -2.76 �' noresponsibility rmodificationstothe a documents others." / / \ Ids appear Y INV.1= -0.65 (24" CERAMIC) WATER ELEV.= 3.99 gg � fo any origin I by INV.2= -0.74 (24" CERAMIC) (PIPE TYPE NOT <fBTAiNABLE) / f \ INV.3= 1.76 ('S" CERAMIC %) i rf / ' 5 STORY' 4 \ " ` �" � ✓ BRICK BUIUDIT.NG \ ASSESSORS LOT 26 634 0 Ac 1 r \ NOW' OR FOR�AERLY DMH ; �`� + „ �° �Opj ,� / 2955 BRIDGE STREET RIM= 6.26 !; !1 / JQ �� ASSOCIATES C/O F W `vh;EBB INV.1= 1.96 ; ✓",, IN 1.2= 2.01 N 10 '' • CO / (� / ' ESRD BOCK�t 0346 `AGE 361 i INV.3= 1.26 ; �' Y. ✓ / AREA-23, 08 ._.F.t /f DEPTH- -2.29 WATER ELEV.= 3. 86 .� ✓ �,. 10.61 ACRES ) rJ �- , 112°'t OF '.TATER .N GTTOV,- NCO; -_ l ��. ��,•,-•`'" L�� r / -_ OTHER PIPES VISIIBLE) 1 v 1 OtiF BIT, '• i FFE= C Bt .x.67 RIM= INV.1= 3.17 DEPTH= 2.87 �! DMH ! i �:rj,)`^ KEY PLAN: (INV i A PROX+MATE- �� .�' ;X RIM= 5.38P RECESSED) j � ' � p,-� � , PROJECT TITLE/ADDRESS: -1 {NV = 2.,_8 12 P C ` c INV.2= 2.08 12" RCP } j' .�'� `~ '" '' r ' ` GREEN LEAF CONSTRUCTION INV.3= -0.5' (15" RCP) �/ " / INV.4= -0.67 (15" RCP) ' ` '� 'I-� I, '45' .hr F.W. WEBB CO. ADDITION :}CATER ELEV.= 3.68 �O� RR � I t } 1` 293 BRIDGE ST. .DEPTH= -t, 39 ° � 8 U 7 , / / SALEM MASSACHUSETTS 0' MAP 26 LOT 0634 �r > - " I } ` MAP 2 OT 0635 1 �', FFE- � � ASSESSORS LOT 26 631 0 6, L I �,t 11 a4 ... _ _�`t NOW OR FORME RAMIC" / OWNER/APPLICANT `� ✓ r ; � ter, • I � ` �. �. � f rf , R , LINDA L. L!JNEAUY ^ - / `� o R M=6•t w ✓ \ - >RD BOOK t 5319 PAGE 574 295 Bridge Street Associates RECESSED; " - DEPTH= \ --------- --(COULD _ - v �Y i li; i 1 (COULD NOT ,;PEN) , �, �-�11 Turnpike _-.-_ c/o FW Webb TBM B ! I� NO PIPES VISIBLE ,, / EL=8.-9 _ Be Middlesex730 r t AREA DRAIN Bedford, MA 01730 BOLT OVER P,1.A� t _.._.... _ l .,-•` r- / /� / I I I ' AS SSURS LOT 26 635G � x A.S~N. SAOR� LOT 2 �3 � ISSUE: OUTLET NOW OR FORMERLY NOW0R FORMERLY BIT NCITY OF SALEM PLA NNING BOARD REVIEW KL BIT. I ESRD BOOK 31510 PAGE 68 ' t LINDSAY HURLEY AREA=52,490 S.F. �I 1 -zr~, - 5 A`R ESRD BOOK 3-126 FACE _ 2 • �� ✓` ,,� �' ! � I r� \i °,,, (1.20. ESt) uiLDIN� ., � 1 - � •' HEIGHT=71.7' :d TBV A ` \ -\ / . } ; ,,: Y, - t.,.t tt_ �, L=10. •� -_ - _ PROJ.NO.: 4511 STAMP / \ / �. \\ X -`CI)Tf°ON"SW4�COR.NEk- 0 -r- \ �\ i CK� X2'11.W SN FMA �-000' � ,1 + + -•f- + ` tR S4 A , N9 it �> ONt . .LtHT POLE B"ASE' + + �, J EAR - ,I C,f, ` SCALE: BIT. r, -X FF + + + + + °'+ a + + + + + + + 4- + r i 1 / z 0� + + + + + + /+ + + + + + + + + + + + + \ °.g 7 ! H LD „ MHM DESN BY: � M � r++ / I NO ! L_' / X PDH 9 30941 O y + + + •+ + + + + + ✓+ + + + + + + + + + + + s; + + + + j o / DRAWN BY: STEQ�� l _ -� + + + + + + s + + + + + + + + + + + + j,,!." �' + + 10 452 SF / S .. I I + + + + + +/+ + + + + + + + + ✓/ + + + r § ' CHKDBY: IG1ALS FFE=-/ f f' s ( + + + + + + + IMPERVIOUS SURFACE a r f / + + + + + + + + # + - + + ISSUE DATE: 05.18.17 02 REAR 'SETE;ACK ------T•• + + . . + + + �+ -1- + -_- + +• �- + •1 IN WETLAND BUFFER r,A G�; TOP OF STALL / I - + + + + + +�+ + + + + + + + + ✓s P' + + + + FEMA 100-YR c GR EL=9.98 ` Ii ! N61;1•- 1 t i } + f + + r ► + + + F + i } + + + t REVISIONS I I. ` f 4 8 BIT. / ; ..} + + f + + + -� . + + + + + + + . \ � � 34.: � FLOOD E) AREA=17,172 S.F.t / ASSESSORS LOT 2v 61., I ' �-- _ -+,,�,.--- - ` �s ;- ---1 + + + + + I + r + + + `t'•BIT°+ , + \ �y N �) ' (0.394 ACRESt) ' NOW OR FORMERLY AW / r RAM CONSTRUCTION, LLC �„■..:+'• _ ,8 1� + + •+ + + + + + + + + + . + 4 + + + + + + + + °4�'r, \ X10.0 O ` N7 It, ESRD BOOK 33816 PAGE 9 I / .■■ �Y."" GRAS` ; + + + + + + + + + + + + 4. + + + . + + + -I- . + + + + � 't ■ °� - . -"+ 00 -ow - TO� OF 'TALL ` `BM C 1 6 20' r' r r It � -o-o- -"O-o , .f'.i4'23"t+r 1 + t + + + -� + + + + + -i• + + + + + + + +.... --•--+ + + *,,,o.:w� �,✓' FL49.71 l -9 94 + + + + + + + + + + + + + ,p - 1 + + °-o -o�. i -- EHISELED SQUARE ON •� c 7.99' + i t E i 5 CONCRETE ETAINI G WALL __-- ■ + + + . + + .+ .s. + + .-,-+--4-- 1 { � S6'2 '23 25.x4 ' �_'v7 ' 5'04 E + r + + t + + + + _-4s _" r-- --- -' + f +-- € + + ' 39.i� hS7ESSi�RS L T 26 628 z / BIT. I i / i ? + + + + + :>?� + + + + + + + + + + + + + I .' n y / ; N31'Si'43"Vv 12.30' 0 1 --} �,''�_ o N0411 ��R ORRfERLY ASSESSORS LOT 26 629 C; N _ .__.. __. } ■ a_ # + + + # „' + + i $ 4 + ° 1 t + + + , McINTIRE SS.^ c 6 7 0 ANDRES J. Ru< TORNES -- -� c� C, -+ + i- + + , + •�• '+ + + + + ■ HISTORIC SSE vR LOT L6 �I; O z^ NOW OR FORMERLY 4t; 8ti 7:; / r�..t AREA=1260 F.f I +-- t t NOW OR FORMERL'r' ESRD BOOK ; 988 PAGE 59; „`- _ A + + + + + -+ + 1+ + + -a-- , \ JONATHAN L. FELT 3c o - - C • --, z ;0.029 ACRESt r I _ __- . DI LEO KRAUNELIS c _ - 6` y„ �� I + + _ - �" , , ASSESJE�CL LOT 26 628 802 U'ANNE R. FELT STRICT �_ X X 1 +� IRF .�...� � ...��• �. + .,I. +.. I `-- - - - %" Jam, F_SRDPA E ��`s 176 , h ESRD BOOK 689<' PAGE 458 i 52'40`09"E 7.99`-'f 588'37 J0"tN 56.08' z 1CR FORMERLY `' I� �: JACINE M. LANaER �n ASSESSORS-E G6 61 y v tv I --� -"`-- {-' L___-�� - 0010 O_ ,- I 1 06.07.17 PER ZONING&CONCOM REVIEW of r`? S=9 ESRD BOOK 2952 PAGE 571 NOW OR Ft:it�tERLY ` / j"„_ -�r'� r �. c�� {701�'!�}�- }13.12 SHEET TITLE: PETER GLENTADAKIS j' ` - "'�' 59,11 n f N87'19'51'E 15.09' '"`"s EDIT. � ° � 584'0�°52'W ESRD BOOK 9637 PAGE 3` ��.. o-�-°-°=o-o-o-o-°-° _-- ASSE'aSORS LOT 26 625 � c <r� � EXISTING CONDITIONS 1 ', �..� �� t r ,., r NOW OR F04 u,ERLY ASCE NOW O LOT ,,. 3 N ASSESSOIR LOT 26 617 03 5 "yy j � c. �,' c i m u� I S % JAMS E. LLL STENfE R F+ SASS & PLAN o r / r I NOW FORMERLY - WF2 0 "S1'09'1 WF4.0� /`t N6 4u ''3"W 4 91'-` 87 ti ;iS BOOK 1 8 PAGE - rn _.. __ "......�...�.....■ IAN J. & CAROLINE V. COX j WF3 --I � - { N GCL�B _ y / , ESRD OK 33362_ WAGE 110 j89"51'00'W 98.08' x BOOK ?4406 PAGE E 478 ( t F1SStSSORS LOT 26 624 801 m �_ �� / J r-r ' ASSEy-0-1bLOT M 62'3 at I 1 NOW CR FORMERLY I/ f'-`� OW. 0R FORMERL'Y ) � N ASSESSORS LOT 26 615 801 ASSESSORS LOT 2_6 616 i) �"� ASSESSORS LOT 26 636 0 WF9� OSE - HOMAN III 20 V I ( MITCHELL V. HENDERSON ESRD BOOK 14.119 PAGE 2 NOW O>< FORMERLY NOW OR FORMERLY NO`gti OR FORMERLY rTv m 6 RIVER STREET REALTY TRUSTLYNDSEY S. AND BRENDAN M t ROLE J, FRANKE-%TTEN AND JOSEPH E. HOPAACv TR. O ASSESSORS L ESRD BOOK 23967 PAGE 47 WAKEHAM RECCORD LOCATION r o wF5 T 26 624 sot GRAPHIC SCALE ~� zc; '.4N NOT FO �" " NTHIA FRANKE-OTTEN wF8 ESRD BOOK 31710 PACOE 63 ASS O � � ESRD BOOK 2?149 PAGE �} 87 NOW OR FORMERLY LL I I, G+y ES?D 7K 255 . PAGE 424 DAVID SULLIVAN 20 0 10 20 40 80 'Zb �`J ( ASSESSORS LOT 2623 803 ESRD BOOK 24883 PAGE 219 / n) NOW OR FORMERLY` I ( I ■ FREDERICK S. KOOPMAN ` WF7 ASSESSORSWOR FORMERLY 62 803 0 ESRD BOOK 15536 ?AGE 36 1� ASSESSORS LOT 26 +623 80l I ( / ( ) �`�' •. ^'^ nl- 1=' PMEIRLY SARAH HARRINGTON I IN FEET n I I �►,. (a1,,f I ESRD BOOK 35015 PAGE 568 -� i 1 inch = 20 ft. A B C D E F i� SITE PREPARATION NOTES: 1. CONTRACTOR SHALL REVIEW THE NOTICE OF ACTIVITIES AND USE LIMITATION DEVELOPMENT (DEP RELEASE NO. 3-11726) PRIOR TO MOBILIZING ONSITE: IT IS HIS RESPONSIBILITY TO COMPLY WITH 40010 ALL CONDITIONS THEREIN, INCLUDING PREPARATION OF A SOIL MANAGEMENT PLAN. / 2. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PROPERTY BOUNDS. ANY BOUNDS DISTURBED BY THE CONTRACTOR'S ACTIONS SHALL BE RE-ESTABLISHED BY A MA LICENSED / f r'' LAND SURVEYOR AT NO EXPENSE TO THE OWNER, CITY OF SALEM, OR THE STATE OF MASSACHUSETTS. -" = V • TURNER 3. CONTRACTOR SHALL COORDINATE LOCATION OF STAGING/STOCKPILE AREA WITH THE OWNER. SOIL STOCKPILES SHALL BE SURROUNDED BY SEDIMENT FILTERS. �,Q-� � v'' 0000, It 4. CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENTS ARE NOT TRACKED OR WASHED OFF-SITE TO THE PUBLIC RIGHT-OF-WAY OR ABUTTING PROPERTIES. OFF-TRACKED . SEDIMENTS SHALL BE SWEPT UP NO LESS THAN ONCE PER DAY. 0 CB 5. ALL ITEMS SHOWN TO BE REMOVED/ DEMOLISHED SHALL BE LEGALLY DISPOSED OF OFFSITE. RfM=v f6.' 1 6. ALL DISTURBED AREAS NOT IN PAVEMENT SHALL RECEIVE A MINIMUM OF 6" LOAM AND SEED. _. :-FULL TO OBSERVE -FUL �, �� L OF 'WATER 7. CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SAFETY AND SECURITY OF THE PROJECT AREA. ALL EXCAVATIONS SHALL BE FILLED OR COVERED BEFORE CONSTRUCTION ACTIVITIES CEASE FOR THE DAY. �w 8. INSTALL SEDIMENT FILTERS AT ALL CATCH BASIN INLETS WITHIN THE PROJECT AREA UNTIL FINAL STABILIZATION IS ACHEIVED. PIM=6.60 �� P&M The H.L. Turner Group Inc. � '` �� y�P� .�"", 8 INV.1=5,30 (6"CPP} UTILITIES ,'" ^' �S /' / '�„• a 9. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL LANDSCAPING, UTILITIES, FENCES, STRUCTURES, CURBING AND OTHER FEATURES UNLESS NOTED OTHERWISE. , .� ~t�� Jr' D E: TH=_.Ca ~., / �' (U.N.O.) ✓ G� ' a 27 Locke Rd. CB Ah'EA _;CAIN - t /' �/ CB , 10. CONTRACTOR IS ADVISED THE MUNICIPAL PARKING LOT SITE AT 297 BRIDGE STREET (ADJACENT TO THE WEST SIDE OF THE FW WEBB BUILDING) IS UNDERLAIN WITH RIM= 6.32 ~, �' --....._ -'-RIM=6,33 Concord, Hampshire 03301 d it CONTAMINATED SOILS THAT HAVE BEEN CAPPED WITH AN IMPERVIOUS LINER AND 3' TO 5' OF CLEAN GRAVEL FILL. IF THE SOILS BENEATH THE LINER ARE DISTURBED THE INV.1= 1,92 (12" RCP) -`A ,'�� -=- -__ _ P&M INV 1=2Y40 (12"UTO) thlturner8com2 CONTRACTOR IS RESPONSIBLE FOR LEGALLY DISPOSING OF THEM IN ACCORDANCE WITH FEDERAL REGULATIONS. INV.2= 5.11 (ti" CERAMIC) - P&M H�,;4 ..... _ ..._ T DEPTH= .3.12 ..- '"` /� -- ��SEE NOTE 8 11. VERTICAL GRANITE CURBING REMOVED AND SALVAGED FROM THE BRIDGE STREET RIGHT-OF-WAY SHALL REMAIN THE PROPERTY OF THE CITY OF SALEM. CONTRACTOR MAY DEPT 3.12}TIMATE- RECESSED) ARCHITECTS• ENGINEERS *BUILDING SCIENTISTS USE SALVAGED MATERIAL TO CONSTRUCT NEW DRIVEWAY ENTRANCES AS SHOWN ON THESE PLANS. i 12. INFILTRATION TRENCH SHALL BE RECONSTRUCTED. REFER TO SHEET C4.0 FOR DETAILS. 3N?H P&M sp,-' / R "t✓ ` ``f �"--"`�❑ I RIM= 6.70 00 r 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES WITH LINES MOUNTED TO THE POLE TO ARRANGE FOR THEIR RELOCATION TO A NEW POLE. CONTRACTOR IS iNV.1= 250 (12" RCP) ' P&M .11,i RESPONSIBLE FOR COORDINATING INSTALLATION OF NEW UTILITY POLE. INV.2= 1.65 (12" PIPE) A EL=9.42 - INV.,3= 1.79 ('12" CERAMIC) , i / DOLT OVER �� 14. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING OVERHEAD UTILITY SERVICE TO LOT 26 631 (82 FEDERAL STREET). DEPTH= 1.90 � -� v MAIC; OUTLET �° ! \\\ ki' WATER ELEV.= 3.90 / P&M_ ll 15. CONTRACTOR SHALL REMOVE EXISTING BITUMINOUS CURB IN ITS ENTIRETY DURING PARKING LOT PAVEMENT REMOVAL. ( . 2 PI'E vND TERMiNAELE), � P&M - \ BIT. FENCE \\ 16. ASPHALT PAVEMENT AT 293 BRIDGE STREET (FW WEBB SITE) SHALL BE SHALL BE REMOVED AND DISPOSED OF OFFSITE. ASPHALT PAVEMENT AT 297 BRIDGE STREET ' ? (MUNICIPAL PARKING LOT) SHALL BE RECLAIMED IN PLACE. � � R GREENLEAF CB I i � . ' LIMITS OF 17. REFER TO THE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES (TEC1) FOR ADDITIONAL SITE PREPARATION INFORMATION. RIM- 5"95 I ! / ✓ i° CONSTRUCTION INV.1= 3.55 '- t- .,. 18. CONTRACTOR SHALL REMOVE ASPHALT SIDEWALK ACROSS THE FRONTAGE OF THESE TWO PROPERTIES. (,2 CERAMIC) (a � �p 1� SEE �� R 1 GRASS ' DEPTH= 3.85 P&M / 19. CONTRACTOR SHALL TRANSFER TBM A TO A FIXED POINT OUTSIDE OF THE LIMITS OF DISTURBANCE PRIOR TO COMMENCING DEMOLITION WORK. (INV.1 APPROXIMATE- r r' NOTE _ t It "'� , 90 LF ASSESSORS LOT 26 632 ( '► RECESSED) /SEE 8 ;; FENCE & GATE R NOW OR FORMERLY f' 20. WORK WITHIN THE 100' WETLAND SETBACK IS LIMITED TO REMOVAL OF EXISTING ASPHLT, FINE GRADING AND PLACEMENT OF STRUCTURAL i ; ;' "� / NOTE 13 / r f /' J i f ! ! 1' ESSEX .NSTITUTE BASE GRAVELS, AND PLACING NEW ASPHALT TO ITS EXISTING LIMITS. WORK MAY ALSO INCLUDE PLANTING NEW LANDSCAPING. ASSESSORS LOT 26 40 c i /• / r �` �,� FD(. ', FFE= SEE ESRD BOOK 2539 PAGE 79 NOW OR FORMERLY / ;;' MBTA \ 13,05 �.: FFE= 13.18 NOTE 13 CH. 91 .' -�"` f ! INSTALL SILT FENCErw WEBB COMPANY NY e ! AS SHOWN (TYP) COPYRIGHT:THE H.L.TURNER GROUP INC.2017 DMH RIM= 6.19 TIDELAND i Q,6 / i ©"Electronic images of these documents may be used for the purpose of JURISDICTION - expediting shop drawings and coordination drawings for this project only-except INV.'= 1.39 (12" PIPE)LIMITS / `. '/ f as excluded by individual specifications(e.g.Structural steel). It shad be unlawful S4':H INV.2= -1,81 (2 4' PI'E) Ste' CR to use them for any other purpose. The Architect's or Engineer's seals shall not RIM= 6,36 DEPTH'= -2.76 .'' P&M NO 16 / ti, ..,- f '! appear on an documents that are modified by others. The Architect shall bear INV,i= -0.65 (24" CERAMIC) WATER ELEV.= 3.99 " ` RP """""' N21'19, v I no responsibility for any modrfications to the original documents by others." INV.2= -0.74 (24" CERAMIC) -t (PIPE TYPE NOT OBTAINABLE) ✓ R SEE / ! R&S II� SEE INV"3= 1.76 (15' CERAMIC ?) NOTE 8 / J CONC. / / 1001 LF 5 STORY /, R NOTE 13 r " 00000, i R GRANITE CURB BRICK BUILDING vG I - SEE NOTE 10. r j ASSESSORS LOT 26 631 C v ~ _.............- -. ................._._........ \ % n ✓ P t7� / m,. •� NOTE .� NOW OR FORMERLY / R D" - " " �� /� RP / -� % 295 BRIDGE STR , SEE Ri;fi- 0 26 4 y i / t (�) i / / ASSOCIATES C/0 F W WEBB NOTE 14 INV.1= 1.96 s / SEE �f ; Q w IN V.2= 201 NOTE 16 / A c �^ CO. � ' / INV.3= 1.26 ^ ESRD BOOK 10346 =AGE 361 RIP-RAP ; , DEPTH= -2,29 \ 1 R&$ . ... / hREA= 9, 08 S. / R `WATER ELEV.= 3.86 1 P&M / r � €,."7 ACRES±) (12"± OF WATER IN BOT-TOM- NO / ±25 LF f OTHER PIPES VISIBLE) VGC t R&S - ` r f yY ,�� k ' , CB 45 LF R j^ \ CONSTRUCT AND MAINTAINXX Ft�E CO RIM= 5.67 +' / STABILIZED CONSTRUCTION EXIT t,a IN V.1= 3.17 ,,,-^`` U / N DEPTH= 2.87 ✓ F�, / t j r.f ..�" ��...!.. J � �. - DMH /INV.1 APPROXIMATE--` R\ / R 4' a 'I P&M RIM= 5.98 r' % KEY PLAN: KELE-SED) ~ 1 r (NV,1= 2.58 (12" RCP} ,; C D AND CAP j PROJECT,y'' t ;. OLIN t r CT TITLE I ADDRESS: SEE INV.2= 2.08 (12" RCP) / �,^' } � ,-' R UNDERGROUND „, ,� R INV,3= -0.57 (115" RCP` r t } e NOTE 12 DRAIN PIPE. GREEN LEAF CONSTRUCTION _� f ABANDON ` ---'" �,_ r i 180 LF FENCE± F.W. WEBB CO. ADDITION INV.4= 67 115" RCP, �'` / WATER ELEV.= 15" p> SEE P&M �; REMAINDER OF �; t r; / N9'45'1 ' DEPTH= N NOTE 8 RR ° R r, { 7.25' 293 BRIDGE ST, 62. �Q I PIPE. R SALEM, MASSACHUSETTS j MAP 26, LOT 0634 MAP _ _ 2 , OT 0635 _RAMIC) :>J \ _r--- r" FFE- �Ny.}.07 25�E 1 ASSESSORS LOT 26 63 a SEE '�. / 12 94 _ R '� RP ' � Ass - 1 s L <=-- •- ,,,," (r: i ,,,'✓ NO 16 r�'S \ j 48.81' NOW OR FORR'ERI Y o - NT RIM=6.6±0 ` " r STAGING/CT'OCKPILE SEE s LINDA L. !JN A�. RECESSED)SED} 2D BOOK 15319 PAGE 574 2095 BridgeStreet.moo •/- - vEPTH=3 05 \ \ AREA ,' TBM B 0 1 (COULD NOT OPEN) 1 \\ � � 8'' FEDERAL STREET) C/o FW Webb Co. I _ - _ O IPE VISIBLE NOTE 16 160 Middlesex Turnpike AREA DRAIN �' ----- %` R Bedford, MA 01730 r ✓ / BOLT OVER MAI'; ° � x - _ �. AS, SSORS LOT 26 6,-,5 0 ASSESSORS/ OUTLET ; A S ESS. ORS LOT 26 03:: ISSUE: NOW OR FORMERLY / 0 t CITY OF SALEM ' 1 �� NOW R FORMERLY SIT I INSTALL SILT FENCE ESRD BOOK 31510SALE AC �--.� , ,'' KEVIN CASSIDY & PLANNING BOARD REVIEW �.� AREA=52,490 S.F.t \ ; ` E n. \ �I LINDSAY HURLEY /y / `` c, "� LIMITS OF I AS SHOWN (TYP) / ESRC) BOOK 35126 PAGE 527 1 CONSTRUCTION \ (1.205 ACRES±) \ p��' / I f BUILDING 0 v / I a TBM A HEIGHT=71.77 f R 1 l ` t ,r - / „•-' \ ..--''t 1 � EL-1 0-£� `� �`� _ - -_ j / PROD.NO.: 4511 STAMP /_X-CUT ON SW (CORNER OF -- ACK�r' 9 <," tN FMA 1 r, HT PALE PASS - SETB 4q I 0 £ t r , F 1 CONC. LIt- / 1 REA f' SCALE: „_20' r o I / BIT. -''`- .<z G 1 Ito II o `� g� FES ,, SEE NOTE 19 ._ -. - � � y R I R DESN.BY: MHM IVImi 10/ ��% r ``� - - R GRAVEL 90 LF FENCE± 309410 �� DRAWN BY: 9 INSTALL TEMP. R � - / PDH % FFE= \ ' STONE CHECK DAM �, �` 9 / CHKD BY: `, 11.02 j '' REAR SETBACK R 30 LF FENCES r' \ ' R I 'r=� OF WAS', '`+' ISSUE DATE: 05.18.17 R 1 BIT. Et=3.98 3+ N80'0 "IF FEMA 100-YR AREA=17,172 S-F.f r/ ASSESSORS LOT 26 618 O ✓� 1• ( `tet * - % a. r REVISIONS 34.E FLOOD LIMITS I` ACRESt} NOW OR FORMAERLY i �' - ,��•,*� R � t (ZONE AE) c -,, - �' \ ` RAM CONSTRUCTHON, LLC n^' EL-10..0 ESRC BvOK 33816 PAGE ? R • R s 6.20' i .; I / ■ S. P&M FENCE \\i ..� ii a WALL \ ?BM 1 _ - - FE_ 3.1.71 EL=9.94 \_-.- CHISELED SQUARE ON _ I , - z � CONCRETE RETAiNI G WALL i p R f P& j R �-r- So �. 2� E 2 04 E �I f. - _ Y-- �,_.QQ ASSESSORS L101iMER T r; 628 . v t z ? I I `'. • o ., - ' : PJOV! ORLY - - P&M • .t � t St � i ..: 6 N_; ° ASSESSORS LOT 26 627 0 ANDRES !. RJI ,RP 2.. 0 _ 86 75 •*•,r W EA=1260 S.F- FENCE .. ,,_ ..._., -- - - '~ • \ NOW OR FORMERLY B 3 P" a : M F: RD OOK 2988 PACE 5 3 _ _�Y- - '•� 36'L9"; - z 029 ACRES±, 2.1 `W NOW OR -� � �'' ALL " JONATHAN L. FELT & o 4 x-x ., __ _ _ - - - _-_ �-� ()`05'}i �' ESRD BOOK 35176 ASSESqr -- LOT 26 628 , 2 SUZANNE R. FELT S� O' ESRD BOOK 68 P.'"GE 458 177777777777 / / / / ,,, , E; ry r IRF ,.37'00 56. TREES & LANDSCAPING PAGE 575 IIS- L;R FORMERLY 08' � � I 9 B 52'40 09 E 7.9r� -' SoS „W & - n JAC ;ELINE M. LANDER - f P M U.N.O. _ �" g�� 1 06.07.17 PER ZONING 8 CONCOM REVIEW ASSESSORS EOEI 26 619 Q ;" cv I i �,., I I ESRD BOCK ?_5952 PAGE 5 71 NOW OR FUPFAERLY :,� I 1 GKAS� - 5�,•OC� ...•.'TC._._ 19.;2 PETER GLENTADAKIS / I 6 59 1 ti �,..+�" c g SHEET TITLE: g 7� i .. N,�S7'19'S°"E 15.09" " II { 03'S2",N ESRD BOOK 96. 7 PAGE 231 N - ASSESSORS LOT 26 625 0 ��.. �"-- �„ ASSESSORS L SITE PREPARATION PLAN cv ASS ESSO t LOT 26 617 0 Nt3 `04'S4`W 55.69' ..�. I nom, NOW c R FORMERLY I 'O�r' OR F �+ o` cn S1°09'19"E 5.tet, t ,' NOWR FORMERLY 1 w i 7 WF2 �- WF4 N6'40'23"W 4.91'-1 JAMS E. �AULL Tc t,F i A CAP -- IAN J, & CAROLINE V. CO, 4 ; 1 �, WF3 -0 � SASS & :...= ES' BOOK n, 68 PACE I I; �,n 1 , GOLUB CIO � s J vV 98.08' x "' ��.� _ ESRD BOOK 34406 PAGE 478 ( / t' vF1 SSESSORS LOT 26 624 8121 1 3362 PAGE 110 m` � { ' ASSESSQII LOT 26 623 801 I 1 NOW OR FORfiAERLY r''`1 NOWOR FORMERLY 1 I/ ASSESSORS LOT 26 616 0 ----� 1 2` MITCHELL V. H'ENDERSON ASSESSORS LOT 26 615 801 ASSESSORS LOT 26 636 I JGrSEA HQMAN III �� R ; , / NOW OR FORMERLY 1 OR WF9 C / ESRD BOOK 14419 PAGE 2 E NOW OR FORMERLY NOW ,,F; FORMERLY � /''TI�� `f � 6 RIVER STREET REALTY TRUST �YNDSEY S, AND BRENDANI I), '�- ROLF J. FRANKE-OTTEN AN JOSEPH E. HOMAN TR. Ole _ ASSESSORS LOT '" ESRD BOOK 23967 PAGE 47 WAKEHAM YECO .D LOCATION Ta ! NTHIA FRANKE-OTTEN 0 ESRD BOOK 31710 PAGE 6 �a 624 80:' LL I I ESRD BOOK 27149 PAGE 43 SMH�NOT FOUND I 1 ESRD K 2558' PAGE 421 NF8 NF5 NOVA OR FORMERLY j GRAPHIC SCALE IDAVID SULLIVAN 'rWF6 ESRD BOOK 24883 PAGE 219 / 20 D 10 zo 4o ao 1 I 1 I ASSESSORS LCT � `23 8't.7,-'.� i NOW OR FORMERLY` 1 �. I 1 c� 1 FREDERICK S. KOOPM: WF7 ASSESSGRS LOT 26 624 803 / ■ ESRD BOOK 15536 PAGE iii ASSESSORS LOT 26 623 802 NOW OR FORMERLY NOW OR FORMERLY I SARAH HARRINGTON IN FEET ) YARI 1JAM.SON I ESRD KOOK 35015 PAGE 568 I / I 1 inch = 20 ft. A B C D E F GENERAL NOTES: PARKING Min. Standard space: 9'x19' 1. SITE SURVEY PROVIDED TO THE H.L. TURNER GROUP INC. BY WSP Accessible space: 8'x19' ON A SHEET TITLED 'EXISTING CONDITIONS PLAN, 297-305 & 309-313 BRIDGE STREET, SALEM, MASSACHUSETTS', DATED JULY 23, Use Min. Spaces Req'd. 2015. Warehouse & Industrial Use; 1 space per company vehicle; Impervious Wetland Buffer / Wholesale merchandise brokers: 1 space per 2 employees Impact 2, HORIZONTAL DATUM HEREON REFERENCES THE MASSACHUSETTS 1 space per 1000 sf gross floor area, excluding storage area / TURNER STATE PLAN NAD83. / 13,900 sf warehouse (exempt) 3. VERTICAL DATUM HEREON REFERENCES NAVD88. 13,700 sf self-serve (wholesale): 14 spaces Landscaped Area 00 4. WETLAND AREA FROM WESTON & SAMPSON PLAN C-1 'FORMER 6,em sf showroom: 6 spaces i 25 m�lovees: 13 spaces �= � UNIVERSAL STEEL & TRADING COMPANY CONCEPTUAL PARKING LAYOUT', Total Required: 33 spaces DATED 8.15.12. THIS PLAN NOTES THE WETLAND FLAGGING WAS GROUP CONDUCTED BY WESTON & SAMPSON ON JULY 2, 2012, Spaces Provided: 39 (35 on the 297 Bridge St. parcel and 4 on the 293 Bridge St. parcel) 2 of the spaces are handicap accessible for all vehicles (vans & passenger cars). PLANNING & ZONING NOTES 2 loading areas are provided. Access to the existing building is via the 297 Bridge St. parcel. ' 293 & 297 Bridge Street Zoned B4 (Business Wholesale & Automotive) & Flood Hazard Overlay WETLAND BUFFER IMPACT'Si $ The H.L. Turner Group Inc. i Total Parcel Area Within Buffer: 14,929 sf SIDEWALK TIPDOWN, a 293: Parcel 26-0634-0 MASSDOT DWG. INO. E107.8.0 27 Locke Rd. 297: Parcel 26-0635-0 Existing: 10,452 sf asphalt surface (70%) (TYP). SEE DETAIL 11/C6.1 _ Concord, New Hampshire 03301 Dimensional Information Proposed: 10,997 sf asphalt surface (74%) i - �'-''``-�, i th Ourner8. 1122 �,, _..� REQUIRED PROVIDED (Lot 293) (Lot 297) ' / ARCHITECTS• ENGINEERS •BUILDING SCIENTISTS Min. Lot Area: 6,000 sf 29054.5 sf 69,783 sf Min. Frontage: 60 If 150.6 If 481.31 If - Min. Lot Width: 60 If 150.6 If 481.31 If Setbacks: Front- n/a n/a n/o / 1 Side- n/a n/a n/a SIDEWALK TIPDOWN, �_ _ 1 .0 \ 3 1 \\ `�A.B Rear- 25' 22'(Existing) 25' MASSDOT DWG. NO. O \ C6 CONC., \ Max. Height: 45' 65' 25' E107.2.1 SIMILAR C6 2 �p RAMP \ ( ) 0 110' 8' TALL CHAIN. Driveway SEE DETAIL 19/C6.1 \ 4" SSWL 1 LINK FENCE. ' Entrance Width: 30' Max. 28' 67' and 30' 1 / (TYP) _ �! ��- NEW FENCE TO BE INTEGRATED Owner: o. SEELDDETAIL �.ro -- 1 1 W/ EXIST FENCE 293 Bridge- 295 Bridge Street Associates Z_ 11/C6.0.--�' d 1 AS INDICATED., /f c/o FW Webb Co. / c' / 160 Middlesex Turnpike MOUNTABLE SLOPED �' O o STAIRCONC , Bedford, MA 01730 STAIRS / GRANITE CURBING- TYP. EACH SIDE OF ENTRANCE. / 8" SSWL 1 C6 6" THK. 1 297 Bridge- City of Salem, MA SEE DETAIL 21/C6.1 / CONC. (TYP.) �� ) �i APRON t,-CONC.�TAIR The site is serviced by municipal water and municipal sewer service. SIDEWALK TIPDOWN, / MASSDOT DWG. N0. The site is located within a 100-year flood zone (Zone AE) as depicted on Flood Insurance Rate Map Panel 25009C0419G. E107.2.1 (SIMILAR). "0000, The 100-year flood elevation on this site is 10'. SEE DETAIL 19/C6.1 18" SSWL ' _0 ` f \ Snow will be stockpiled in the areas shown. The owner will be responsible for disposing of excess snow offsite as conditions CH. 91 LANDLOCKED i� 0 1 F.W. EBB COWAl�ll ` require. TIDELAND 05 2 COPYRIGHT:THE H.L.TURNER GROUP INC.2017 `� ,1 u 1 � JURISDICTION S C 6 v� 3 1 f \ ©"Electronic images of these documents may be used for the purpose of LIMITSexpediting shop drawings and coordination drawings for this project only•except NEW CURB SHALL MEET / C 6 ,>' as excluded by individual specifications(e.g.Structural steel). It shall be unlawful EXISTING CURB WITH A v —8' SSWL r I /' / JJ/ to use them for any other purpose. The Architect's or Engineer's seals shall not 0 (TYP.) 1 / 7600 SIF �/ / appear on any documents that are modified by others. The Architect shall bear SMOOTH FLUSH JOINT (TYP) 1 r , /� ADDITION no responsibility for any modifications to the original documents by others." ✓ S � NEW CURB SHALL MEET � DJ o FFE=13.00' EXISTING CURB WITH A do jt ' S STORY SMOOTH FLUSH JOINT (TYP �0 / L 4" DSYL R, BRICK BUILDING t,2`D �� 4" SSWL END VGC/ SIDEWALK TIPDOWN, i BGG / (TYP) BEGIN BC ASSESSORS LOT 26 634 M DWG. N do ��`L �� NOW OR FORMERLY E107.8.007.8.0 (TYP). SEE E / ;►/ 1 295 BRIDGE STREET DETAIL 11/C6.1 2 � END VGC/ ��- O 1 , ASSOCIATES C/O F W W'EBB �f j 3 BEGIN BC ° 1 CO. ` C6 �. -� - • ESRD BOOK 10346 PAGE :361 / �✓j C6 CONCRE"E 20, ' / AREA=29,108 S.F. Ir ' /� COP/ - ��/ a RAMP— j I<� , (0,67 ACRES±) ,A� 0. (P FO C6 TEMPORARY b) 1 f / SNOW STORAGE G ; �- A,B6" TH � IS V 4" SSWL _ 1 f 1 KEY PLAN: CC CONCK _2 (TYP) 20'x37' CONCRETE ' r' / 1CONCRETE PAVERS \ PROJECT TITLE ADDRESS: APRONSEE SHEET C4.0 END vcc/ SLAB—�\ 1 GREEN LEAF CONSTRUCTION '� BEGIN BC 1 / CONCRETE DOOR (TYP) PAD �, 1 / F.W. WEBB CO. ADDITION 1 293 BRIDGE ST. • 1 1 / SALEM, MASSACHUSETTS C6 1 roe MAP 26, LOT 0634 ' Chi ` ASSESSORS LOT 26 631 0 MAP 26, LOT 0635 10 3 BO �/ NOW OR FORMERLY BEGIN BC END VGC/ BOLLARDS;. SEE L. � 1 f i , LINDA LUNEAU OWNER/APPLICANT 1 I D BOOK 15319 PAGE 574 f270 LF 8' TALL ' DETAIL 11/C;6.0. � 5 295 Bridge Street Associates f CHAIN LINK FENCE (.82 FEDERAL STREET) c/o FW Webb Co. I �-- C6 160 Middlesex Turnpike 1 Bedford, op 19' ASSESSORS LUT 26 635 1 , I MA 01730 CV r I TYP NOW OR FORM I` 1 ASSESSORS OR FORMERLY 1 CITY OF SAL: o / 1 I ESRD BOOK 31510 # 1 KEVIN CASS[DY & PLANNING BOARD REVIEW LINDSAY HURLEY 1 1 / O o� a o 10,997 SF IMPERVIOUS AREA 52,490 S F, C 1 ' LSRD BOOK 35126 PAG: moi9 o '11 Jnr ^µ CONCRETE "tom IMPACTS TO WETLAND o RAMP 1 BUFFER 12'x20' CONC. n' �� 1 I DUMPSTER PAD ca /�� I 1 ' PROJ.NO.: 4511 STAMP � 1 I (2) SWING GATES I REASE TBACK 1 t t„-zo F Miss P40, 1 1 FFER — C6 w ' - — 1 ► SCALE: - qty 3 0 0V - 4 BOLLARDS. SEE o 1 ' H LD DETAIL 11/C6.0. — OUTDOOR 1 - �''� i \ DESN.BY: MHM TU ryI J y STORAGE ' sosal rn 9000 SIF / gC 1 / 1 DRAWN BY. PDH '9 O Q � TEMPORARY J/ - ' END BC 1 , I STS G\�� \ I SNOW STORAGE V A REAR SETBACK CHKDBY: 1CtiA1 �N rdo — /v ISSUE DATE. 05.18.17 \ \—FEMA 100-YR BCo 1 3 t FLOOD LIMITS , REVISIONS \ ....�. 1 ZONE AE) � 24' CHAIN LINK � / C6 �„/ \ ( ROLLER GATE EL=10.0 \ NEW FENCE TO BE 4” SSWL INTEGRATED W/ (TYP) EXIST FENCE AS - .. " 1 TEMPORARY \/ 1 1O 1 1 ASSESSORS LOT 26 629 0 N ` SNOW STORAGE g' O 1 ,ASSESSORS LOT 26 6:?% I NOW R ...uu.'FiSj �, <:,sf�u+' —_--- -- — —� JONATHAN L. FEL _. ,,,..,.,. NOW OR FORMERL`� <`""'-"-• N OR FORMERLY LY .., _ ,<,�. _ TYP. _._ _.. II 1 / 1 (R 10 BC !-- LEO KRAUN 51? I i SUZANNE R. FELT 6 IRF _ �• ESRC? BOOK 35#,f f ESRD BOOK 6892 PAGE 458 cli ! ; PAGE 575 t �' ASSESSORS LOT 26 619 (t I 3 _ �.,..�'� 1 06.07.17 PER ZONING&CONCOM REVIEW 1 NOW OR FORMERLY I I l 1 C 6 � - !! I I I > PETER GLENTADAKIS SHEET TITLE. ESRD BOOK 9637 PAGE 231 I I I 1 �"�"�- _<_... a 1�`-C:SSORS LOT 26 625 `1 0+ _------- ---- - ; GW OR FORMERLY ASaCWR 1_ORi 0— t" SITE PLAN I ( JAMES E. GAULL I STEVEN r --- --------- WF2 OF T- WF4 t &<u BOOK 87168 PAGE 5U5 GOLUB . ...,, ,. ....� ESRD i6OK 3,3362 PAGE 110 --- I I F1 ASSESSORS LOT 26 615 801 1 ASSESSORS LOT 26 616 iw I -- I AS a36 0 WF 9 E 1 NOW OR FORMERLY I NOW OR FORMERLY l 1 I NOW OR FORMERLY 6 RIVER STREET REALTY TRUST LYNDSEY S. AND BRENDAN ROLF J. FRANKS OTTEN AND r� I I iER ESRD 13001E 23967 PACE U WAKEHAM �: GRAPHIC SCALE 5 I I -�•CYNTH#A FRANKS-OTTEN WF8� � ' WF5 , ESRD BOOK 27149 PAGE 4.:: I ESRD BSQt 25587 PAGE 42: t `� I I r 20 0 10 20 40 80 l I I I I 1 �•'�WF6 Icc I I I I •o—wF7 1 ■ T I I 1 ( IN FEET ) I• � I `'.•� I 1inch 20 Pt. l I I I - a I I I A B C D E F TURNER IL - ? The H.L. Turner Group Inc. 27 Locke Rd. Concord, New Hampshire 03301 t:603.228.1122 F hlturner.com ARCHITECTS- ENGINEERS -BUILDING SCIENTISTS s �A,B IIII y- GREEN LEAF .'� ♦♦ / CONSTRUCTION I O 1 CH. 91 X • F.W. WEBB coNW� I -- LANDLOCKED I COPYRIGHT:THE H.L.TURNER GROUP INC.2017 TIDELAND / ...,ti• Z I ,� ©'Dectroric images of these documents may be used for the purpose of JURISDICTION �6 j expecrong shop drawings and coordination drawings for this project only-except LIMITS ;, C I as excluded by individual specifications(e.g.Structural steel). It shall be unlawful to use them for any other purpose. The Architect's or Engineer's seals shallnot j • \ 600 SIF appear on any documerts:hat are modified by others. The Architect shall bear 7 ♦ ADDITION 6 Sno responsibility for any modifications to the original documents by others.' rh �♦ FFE=1 3.00' % A 5 STORY / ♦ BRICK BUILDING a 1 7 C6 � i W C F, r KEY PLAN: PROJECT TITLE I ADDRESS: GREEN LEAF CONSTRUCTION F.W. WEBB CO. ADDITION 293 BRIDGE ST. SALEM, MASSACHUSETTS MAP 26,LOT 0634 � '� - e \ MAP 26, LOT 0635 16: I or I OWNER/APPLICANT v -` 295 Bridge Street Associates T C/o FW Webb Co. C6 t (82 FEDERAL STREET) 160 Middlesex Turnpike t Bedford, MA 01730 ISSUE: PLANNING BOARD REVIEW F1 lb PROJ.NO_ 4511 STAMP SCALE 1-=26' I ` DESN.BY- MHM � OUTDOOR - i STORAGE ' / t DRAWN BY: PON 9000 SF ✓� % 1 ` CHKD BY. I f - — � 1 ISSUE DATE: 05.18.17 FEMA 100—YR REVISIONS FLOOD LIMITS ------. ' % 1 (ZONE AE) .................xt+�7M•10' � rr•- .. -ice"' I EL=10.0 t �� I �nn•ifigV a•-:.. _ - ; �.ra�•aaa- ,•:,•',��.• /'�`/ 1 \\ 1 rmiw�'l 1 d I '. • I i vl 1 Q •N•x..M++w+ .W+.a-..aaua..Ha�x.—..HN—a _ x— . ............ ......... C> i IRF - - - II % ---- I 1 06 07.17 PER ZONING 8 CONCOM REVIEW r` . .......... .. .. -- _ co I I - �rik+.a.i�i✓ N -0- N Ha.•v �..H+`..".N•� 'N•N• I _ �N.M.•�N w.•�"" I I j SHEET TITLE: SITE PLAN- 6 ; / I Ni•N.M.NH...N./H.NN.MM.N.•N.M.1NH.....N.M•I..H..lN� i I WF2 0- a— _ WF4 I % ... ■s.........xra..x�N.x...«...Hax..x...�m.H I I WF3 * ;- SURFACE TREATMENTS t I 3 I I \ I WF9 I I ,o GRAPHIC SCALE m � I WF8W ! � WF5 z I � za o to zo ao so m I I I I I I WF6 N I I OWF 7 Ij I ( IN FEET ) ■ `o I ( I I I I 1 inch = 20 ft. A B C D E F I , I TURNER GROUP The H.L. Turner Group Inc. 4 D° y 27 Locke Rd. 7'24 Concord, New Hampshire 03301 s t:603.228.1122 7.39 -. � .7.60 7.44 ._..-_.�`�-�..'.'"_- `-`....�`~-,---.�;..._. - "' hlturner.com 7.75 7.94 ` 7.80 tiro- ARCHITECTS- ENGINEERS •BUILDING SCIENTISTS 7.58 � _ - tip 7.66 ' � , 77 / 6 O2.'W� ©_ 7.4 r 8.29 ° i �` Oily :3W 0 5 O V�� I�r.; � 8.43 8.19 � .� g `!� 7.8 8.11 / ) 8.68 8 8.54-J `10.46 CC) ` 8.68 8.15 EEN LFAF 6.93 /' . 7.4 I \'; /-8.5 12.94 . 8.9 5 6 8.2 8.7 , 6.74 1 13.05 318 M \ SEE ENLARGED DETAIL FOR / F.W. WEBB COMPANY NORTH ENTRANCE 1 C3.1 7.08 �� 5.10 / 8.1 5 1` COPYRIGHT:THE H.L.TURNER GROUP INC.2017 ©"Electronic images of these documents may be used for the purpose of eting shop rawings and cooinaon drawings for this aspexcluded by individual dual specificationsu(e.g.Structural steel).Itlshall be unlawful only-except 6.48 ro 1 to use them for any other purpose. The Architect's or Engineer's seals shall not A $ 1 600 $F N 21'1 9' 3"W appear on any documents that are modified by others. The Architect shall bear 1 no responsibility for any modifications to the original documents by others." 7.14 ADDITION 99.97' M r 10.67 I ,FFE=1 3.00' / �8.4 5TORY / 21 BR9CK8U3LDING 7.40 6.20 7.38 7.50 7.02-j 7.70 :7.70 9 9.45 � 6.40 'a _ IN 6.80 5'X5' STONE APRON. PLACE STONE OVER NON-WOVEN f SEPARATION FABRIC / 6.76 �/ 8'X4' STONE 6.10 APRON. PLACE SEE ENLARGED DETAIL FOR FFE= 13.01 9.75 t STONE OVER WEST ENTRANCE 1/C3,1 6.50 NON-WOVEN 9.00 � `, SEPARATION FABRIC 6.00 6. 0 / 6.54 / c' 3 5 �� KEY PLAN: r : .. 6.75 - 910' . I J N 9.5 ` PROJECT TITLE 1 ADDRESS: L_ � 8.60� - � � / 11 __� f 1 8.50 � � 7.7o GREEN LEAF CONSTRUCTION -x.60 _.. -----"• i ,� _. F.W. WEBB CO. ADDITION .. y 5 RR H �- 9.10 >l f � N9'4a 1. W 7.25' 293 BRIDGE ST. 0 sa/ 5'X8' STONE APRON. PLACE �> ; ' 8.92 � SALEM, MASSACHUSETTS STONE( � SEPARATION FABRIC 9 MAP 26, LOT 0634 9.20 FFE f MAP 26, LOT 0635 t � � � � � = lN54'0T25"E � 12.94'---< 48.81' OWNER/APPLICANT j 6.98 7'28 7.95 295 Bridge Street Associates J _.�......�. <� , � � J °j / J � c/o FW Webb Co. 9.30 160 Middlesex Turnpike d / JEL=&09 7'X4' STONE APRON. PLACE 8 80 STONE OVER NON-WOVEN 8.35 ✓ t' Bedford, MA 01730 BOLTOVERSER MAIN I I SEPARATION FABRIC p� ISSUE: CV 9.5 �, > 9.1' 8.85 1 PLANNING BOARD REVIEW 10,997 SF IMPERVIOUS 8.90-/l .90 1.3.00 n IMPACTS TO WETLANDLn o / BUFFER BUILDING _ f - / HEIGHT=71.77 i s t # I I as„ T PROJ NO.:• STAMP 9.30 / N1 c A` O 5 1 W SCALE: 1"=20" th F r S`� � /-�• ;- + + + � d �^2J--=p� ��, 1 �-'�-" 9`02'1 " � � M�sS9C� + + + + + + + + + ;. . . + + . � � 1 l ,l � � � H LD 5 ~° + + + + + -t 9.40 1 MHM TU J + e ++ + + * + ++++ I + + + a + \. OUTDOOR `-10.00 ryl rn . - •- � � �- + + -�- -� -�- + � �- STORAGE 9.85 DESK BY: 30941 y r / / � 8.69 J 9.27 DRAWN BY: PDH fl O --. � � ..--•'- ,. �• + + �' + + + � ,• -� °- •�• � �- •� »�' + �- + �- � -�• + 9000 SF / � Q Y/ ✓. I + + + + {a s + + t + t + + 9.06 STEP N� + + ' + + + + + ' _� + t + + -+ + + + + 1 CHKD BY: ICtiALENG\ r FFE-- f I-R, nt- + 9.6 9.50- t�i :rri" 11.02 r/ ttA SET ACS w. ..ww- .; 9:30 -• s + + + � + _- + + + + + i .. 92 _ 1 ISSUE DATE: 7 t .• 8.93 5 LL-L;.:,O �-FEMA 100-YR 7:*54 + + + + -+ + + € x N80"O U1'E ; + r a. w_ 5F FLOOD LIMITS REVISIONS I + + + + + + + + + J �. 3A.5 _ . ..■: : + + + + + + + + + + + + + + ,/ ZONE AE) 01r + + + + + + + + + + -�� 'r ... _ ■ ' EL=10.0 ■ - ■ ■ k• \+ + „:. + + -I• + + + + +- + + t 8.60 �ss'■� 0.20' � �. � ■ i 8 - O - ■ + + i' + + + + + ! + + + #' + ,� rrt'" O Or "WAL ■ o- =c ° S 7'34 23"Vt + t + t + + + + + + -t- I + + + 5_Y % EL 9,71 L / ■ ¢ + + + + + + + + + + + + + + + + \ CHISELED SQUARE ON f ■ + + + + + + + + + + -+ + + ? 47.99' 94 N� -r + --z �' �._ c. _ 1-N71 55'04"E ETE RETAINING WALL A- ►�` � '', _ + - t + +'`� - . b ■ I 39.00 9.75 N ; _ N31'Si'43"N' 1236' ■ -� '+ + + + + + + co .. ._.._....... ..5. Chi .. " . � 7 +11 w z 4 trsr � + k ,- � " y19•".• IR0--o- -a woo7.99' 1i_09'E 9-5fl47 - .2► 18 I 1 06.07.17 PER ZONING 8 CONCOM REVIEWFFc= 17 11.02v 81.0�a o ! w_ _ SHEET TITLE: N$7'1c,51.E15.0` : � ' S840352"N " 2 cm co � GRADING PLAN '`NB�'04 54" ! 55.69' 5.00' / •t '23'W 4.c.WF2 �= I• WF4 N6'4 / .�.=000 r��.r. - I / WF3 i 7 00 __ -4 m E WF91VrY n 9 ! WF8a\ NF5 GRAPHIC SCALE �'�.. 'rWF6 / I zo o 10 so 40 so IN FEET ) 1 inch = 20 ft. A B C D E F °� 00 co 00SC z 0 062 - 45 U2� 4.......: .. °�00.0o r, j ° -- --�..� - '00.0TURNE .00 r oo :: :: - ;' BGG r-_. �-- �.. 0 0 00)0 0,00 �000 0 0 1 12.93 �0000°° r ' ' �-� - - �" ° w .._ ......... -°O°° .�- --s �- ° -. LANDSCAPED of 8 {� � -1EXISTING11► E A � .. ....: , FW WEBB10 0 o 7.75 :� ,... FACILITY .. FFE=13�O t �"''� 0 0 0 0 C) ;a ,..' .,.,. 1S..t { {. f The H.L. Turner Group Inc. 1 & ,.. ' V G- 4 27 Locke Rd. 1 12.93 �, Concord, New Hampshire 03301 { t:603.228.1122 8.87 •• ' '' hlturner.com l \s 13.00 q y^��, ✓ .I ,• 0 10 � '` 0 ARCHITECTS• ENGINEERS •BUILDING SCIENTISTS { STOAIRRETE lb 4 BITUMINOUS SEE NOTE 1 { { 0 � {� � r-� 0 {� °� PARKING LOT _ `~-! �I 7.81 � t ° -�-✓' L DSCAPED 1� J .- 01 �I A EA 00 { �► ilii V 8.50 5% 12 .� I/C ` { GREENLEAF 8.68 CONCRETE ? �! °_., 1 .._• ro } AMP ', 8.86 -, 10.42 [� T U CTi �� _ -� �/ �✓ / -8.86 0 11 10.49 a 0 � 0 0 0 0 10 8.85 8.2 - - � { C�� / 9..04 f `� -8.9, � ° F.W. WEBB co 1 . 0 \� _�' __ C31 COPYRIGHT:THE H.L.TURNER GROUP INC.2017 10.42 , ©'Electronic Images of these documents maybe used for the purpose of ro 't { -� \ : " • • .. , 5' � expediting shop drawings and coordination drawings for this project only-except 11 N►�x 1 to excluded by individual purpose. Th (e.g.Structural or steel). It shall be unlawful 12.8 7 $�o.'\- \ , o use them forany other purpose. The Architect's or Engineer's seals shall not J" appear on any documents that are modified by others. The Architect shall bear t, ! „_ �. f 1 no responsibility for any modifications to the original documents by others." - 0) 12.94 wir Pill . o0 12.87 1 30, 2.94 7.45 1 10.72 8.9 12' 7.70-/ 10.62 ` , 7600SF ADDITION 10.72 FFE=13.0 BITUMINOUS 10.62 PARKING LOT LANDSCAPED AREA CONCRETE RAMP KEY PLAN: 10 PROJECT TITLE I ADDRESS: GREEN LEAF CONSTRUCTION F.W. WEBB CO. ADDITION 293 BRIDGE ST. 2 ENLARGED DETAIL - NORTH ENTRANCE SALEM, MASSACHUSETTS � w C3.1 C3 SCALE: 1" = 5' MAP 26, LOT 0634 N MAP 26, LOT 0635 OWNER/APPLICANT 295 Bridge Street Associates 8.02 X C/o FW Webb Co. 160 Middlesex Turnpike Bedford, MA 01730 8.28 ISSUE: N 9 PLANNING BOARD REVIEW PROD.NO.: 4511 STAMP 8.25 '� F MAS SCALE: V=5' H LD y DESN.BY: MHM TU IVI J ry PDH 9 30931 O �' 8.37 8.50 DRAWN BY: Q� Q 8.70 U` SAE CHKD BY: lChAL��'\C� 3 j ISSUE DATE: 03.29.17 �" � / 8 O REVISIONS 7 8.80 I 8.60 5' Q 5't 8.52 8.85 C,/ 20 � rr SEE NOTE 1 8.55 /# 1 06.07.17 PER ZONING&CONCOM REVIEW j NOTES: 1. ACCESSIBLE PARKING SPACES AND THEIR SHEET TITLE: ADJACENT ACCESS AISLES SHALL SLOPE NO MORE W .'...',..... r :,'•'." THAN 2°10 IN ANY DIRECTION (TYP). ENLARGED � 8.80 -,,,,4 .. , :.'.:.'. ....... .. .. . . . .. GRADING PLANS co m GRAPHIC SCALE 1 ENLARGED DETAIL - WEST ENTRANCE 10 0 2.5 5 10 20 a� J C3.1 C3 SCALE: 1" = 5' ■ c� ( IN FEET ) GROt P d 1 inch = 5 ft. A B C D E F P:\4511 Green Leaf - FWW Salem - 293 Bridge St\Drawings\01-Civi1\4511 C3.1.DWG �3 1 DRAINAGE NOTE DRAINAGE NOTES F CALLOUT 12. INSTALL 15 LF 4"0 SOLID WALL PVC SDR35. ELECTRICAL NOTES 1. REPLACE EXISTING CB WITH DEEP S V. IN =2'/'. 6,55 1, ELECTRICAL AND COMMUNICATION SERVICES TO THE N SUMP CATCH BASIN #1. / RESIDENCE AT 82 FEDERAL ST. CROSSES F.W.WEBB'S TURNER RIM = 6.60 13. INSTALL 385 SF POLYPROPYLENE STORMWATER PROPERTY OVERHEAD AND IS SUPPORTED BY A INV. OUT = 5.5UTILITY POLE ON WEBB'S LOT. CONTRACTOR SHALL INSTALL OIL SEPARATOR HOOD OVER DETENTION CHAMBERS (R-TANK LD OR APPROVED COORDINATE WITH THE APPROPRIATE UTILITY COMPANIES EQUAL). BOTTOM OF STRUCTURES SHALL BE SET TO SET A NEW POLE AND REALIGN ALL fol OUTLET. SEE DETAIL 1/C6.2. LEVEL AT 5.55. SEE DETAILS 3-9/C6.2. OF THE OVERHEAD SERVICES TO AVOID THE NEW 2. 45 LF 6"0 SOLID WALL HDPE. TIE ADDITION. IT IS THE CONTRACTOR'S RESPONSIBILITY `S-"' 0 � �� CB INTO CATCH BASIN 14. INSTALL 13 LF 4"0 SOLID WALL PVC SDR35 & TO MAINTAIN OVERHEAD SERVICE TO THE RESIDENCE �'' ,t,f .,' f / RIM-6,71 GROUP I = CATCH 'B FLARED END SECTION AT OUTLET. AT 82 FEDERAL ST. � eUNABLE TO OBSERVE NEW OVERHEAD ' --FULL OF WATER S = 0.02'/' , '" rr 3. 63 LF 6"0 PERFORATED HDPE. INV. ® R-TANK = 6.45 UTILITY SERVICES INV. = 4.0 INV. ® F.E.S. = 6.19 ''�~ $ G d S = 0.0'/' CAP PIPE AT END GENERAL UTILITY NOTES: 15. INSTALL 35 LF 6"0 SOLID WALL HDPE 4. 81 LF 6'0 SOLID WALL HDPE. TIE S = 0.01'/' 1. CONTRACTOR SHALL INSTALL CLASS 30 GRAY IRON RIM 6 60 / The H.L. Turner Grou = p Inc. CATCH BASIN INV. IN = 6.34 OFFSET DOWNSPOUT BOOTS AT 3 LOCATIONS TO INV.1- INTO _ CREATE TRANSITION BETWEENE DEPTH5,30 (6"CPP} - 3 a INV. OUT - 5.49 S = 0.02'/' INSTALL PRECAST HEADWALL AT INLET. LEADERS AND NEW PVC ROOF DRAIN PIPE. SEE CB DEPTHDRAIN �" r' CB y 27 Locke Rd. AREA DRAIN ,.' ,�' � Concord, New Hampshire 03301 DETAIL 7/C6.1. RIM= 6.32 ` RIM=6„38 5. 33 LF 6"0 PERFORATED HDPE. t:603.2er.co 2 16. NEW DMH 1 INV,1= 1.32 (12" RCP; ' �" INV.1=' 4 (12 UTO} ,r'" hlturner.com INV. = 4.0 A RIM = 8.4 INV.2= 5,11 (.6" CERAMIC) LOWER WATERLINE TO F �,';�.,, S = 0.0'/' CAP PIPE AT END INV. IN = 5.99 DEPTH= 3,12 PROVIDE 5'EARTH COVER OVER:POPE '" INSTALL NEW ARCHITECTS• ENGINEERS -BUILDING SCIENTISTS INV. OUT = 5.89 (INVA APPROXIMATE- RECESSED) OR INSTALL 4"RIGID INSULATION) _,•., UTILITY POLE, 6. RECONSTRUCT INFILTRATION TRENCH. OVER PIPE TO 4'EACH SIDE OF FIFE COORDINATE W/ SEE DETAIL 10/C6.1. 17. INSTALL 50 LF 8"0 HDPE /� - `�.., UTILITY COMPANIES. 7. REPLACE EXISTING CB WITH DEEP '/' RIM= 6 70 "fcrs' 1 5 SEE SHEET C1.1 DMH /� INSTALL FLARED END SECTION AT OUTLET --"- = 0.01 SUMP CATCH BASIN #2. INV.1= 2.50 (12" RCP) L RIM = 6.60 " 18. INSTALL 18 LF 8"0 PVC SDR35 PERF. DRAIN INV.2= 1.65 (12 PIPET INV. OUT = 5.5 S = 0.01'/' INV.3= 1.79 (12" CERAMIC) ,,-' \ 17 INSTALL OIL SEPARATOR HOOD OVER DEPTH= 1•g{} � O 7 OUTLET. SEE DETAIL 1/C6.2. 19. INSTALL NEW DEEP SUMP CATCH BASIN #3 WATER ELEV.�- 3,90 8 \ RIM = 6.75 (INV. 2 PIPE TYPE UNDETERMINABLE) / / 8. 135 LF 8"0 PVC SDR35 ROOF DRAIN. - INV. OUT = 5.18 Yti' " INV. OUT = 5.25 1 $ 7 / INSTALL OIL SEPARATOR HOOD OVER OUTLET. ,- INSTALL FLARED END SECTION ® OUTLET r SEE DETAIL 1/C6.2. t S = 0.01'/' CB RIM= 5.95 20. INSTALL 7 LF 6"0 PVC SDR35 INV.1= 3,55 / 9. 20 LF 6"0 PERFORATED HDPE. S = 0.01 ' INV. IN = 5.1 (12" CERAMIC)'/ PIPE SHALL ENTER EXIST. MUNICIPAL CB THROUGH DEPTH= 3.85 INV. OUT = 4.95 EXIST. 6" INVERT. CONNECTION SHALL BE INSTALL PRECAST CONC. HEADWALLS ® (INV.1 APPROXIMATE f ,/ '' /'""J / f ✓�� `' 1 -- �'� ✓- . RECESSED) / BOTH ENDS WATERTIGHT ) RELOCATE UTIL1TY 21. INSTALL 10 LF 4'0 SOLID WALL PVC SDR35 POLE.COORDINATE W/ (� YJ "'" ; o �� 10. INSTALL 2670 SF POROUS UTILITY COMPANIES. `` r O , f t , I=FE- __1 t TIE INTO PERF. PVC UNDERDRAIN @ CONCRETE CONCRETE PAVERS (PAVEDRAIN OR PAVER SYSTEM. APPROVED EQUAL). SEE DETAIL 9/S6.1. SEE SHEET C1.1 C t L- °.1 t m NEW OVERHEAD INV. OUT = 7.12 "1 ' '' iE` UTILITY SERVICES F.W. COMPANY CH. 91 � 1'.�'�' n'�DD <.V1rirL�l\ 1 1 1. INSTALL 394 LF 4" PERF. PVC MAX S = 0.01'/' - LANDLOCKED _ COPYRIGHT:THE H.L.TURNER GROUP INC.2017 SDR35 UNDERDRAIN PIPE, WITH DMH TIDELAND SEE GENERAL 4 RJp,1- �•1� UTIILTY NOTE 1 ©"Electronic images of these documents may be used for the purpose of CLEANOUTS AS SHOWN. PIPE SHALL BE JURISDICTION 9 , MAINTENANCE f expediting shop drawings and coordinationerawingsforthisprojectonly-except #N V.1= 1>39 (12" WIPE) / li �/ / 1 t PORT. RIM=8.4±/' as excluded by individual specifications(e.g.Structural steel). It shall be unlawful INSTALLED WITH THE HOLES FACING UP LIMITS ��/ J '�� C `, to use them for any other purpose. The Architect's or Engineer's seals shall not SMIi #NV.2= _1.81 (24i" PIPE} w //`, J (AT THE 2 O'CLOCK AND 10 O'CLOCK t t m tothers." ar RIM= 6 36 DEPTH= -2.76 � � /f /� r y for an is that are ns to a by others The Architect shall be • I appear on any n r fie POSITION) AND SLOPED TO DRAIN AS ` 1 j / 7600 SF �l " m no responsibility for an modifications o e original documents b IN�J.1= --0.65 (24" CERAMIC) WATER ELEV.= 3.99 1 f ,% '' � ADDITION v r �s v SHOWN TO THE (SE) CORNER OF THE NV 2- -0 74 24" CERAMIC (PIPE TYPE NOT OBTAINABLE) I ( ) ( r` , IFE=13.00' ADDITION. 1 MIN. S = 0.005'/'. INV.3= 1.76 (15" CERAMIC ?) 5 1 STORY J �l 1 MIN. COVER OVER PIPE = 1.22'. BRICK BUILDING / �'� t ' 1 3 } DMH TRANSITION FROM / ✓ .• RIM= 6.26 ; �} ,/ SOLID WALL TO 1 ' PERFORATED PIPE r i l INV,1= 1.96 f � � / 5 UNDERDRAIN t INV,2= 2.01 ra ✓' 14"INV.=6.25 INV,3= 1,26 / �` DERDRAIN DEPTH= -2.29 /� B _ � SEE GENERAL INV.=6.75 ,12 WATER ELEV.= 3.86 / / j / `� ...J»• °" I � -' m (12"t OF WATER IN BOITTOM- NO i r 'r ' / / 19 UTIILTY NOTE 1 f / OTHER PIPES VISIBLE) UNDERDRAIN 1 CIO ! =, �C0 INV.=6.61 (, j IFFEffi NDERDRAINNIDE V6.13 i0� CB N 6 101 INV.-7.00 C RIM= 5.67 r r,•,. INVA= 3.17 1 •� DEPTH= 2.87 DMH (INV.1 APPROXIMATE- I 3 a � Q � ! �RECESSED) ;,.--�� .-- KEY PLAN: RIM= 5.985 INV.1= ,58 (12" RCP) �. Co TITLE ADDRESS: U 2. t o ' CO = CO NDERDRAIN PROJECTGREEN LEAF CONSTRUCTION INV.2= 2.08 (12" ROP) t r CO UNDERDRAIN INV.3- -0.57 (15" RCP) ,,- ' /, t'`` �' lINV.=6.82 F.W. WEBB CO. ADDITION INV.4= -0.67 (15" RCP) / " . ` W. CO WATER El 0,6= 15" Q 2 TRANSITION FROM w # 4 j r N RR f� SOLID WALL TO /�- a 293 BRIDGE ST. DEPTH= -0'62 egg g { r PERFORATED PIPE I �� `f ' 1] SALEM, MASSACHUSETTS co MAP 26, LOT 0634 / r,,- •�,.-• 1- , 10� N 6AIN 89MAP 26, LOT 0635 Fr,�,� „ INV.-_=6.89 i RAMIC) I� I I CO 1 1 I _ 1 OWNERIAPPLICANT r UNDERDRAIN i RIM=6.60 SEE GEMIERAL IN`J.=7.09 295 Bridge Street Associates RECESSED} Y i 3:EPTH= 075 _ UTIILTY(NOTE 1 UNDERDRAIN t C/o FW Webb Co. �- ". ! ^qty (COULD NOT OPEN) 1 INV.=7.12 160 Middlesex Turnpike NO PIPES VISIBLE ' Bedford, MA 01730 AREA DRAIN T �` ISSUE: N "•-' / I o �__ 21 PLANNING BOARD REVIEW BUILDING HEIGHT=71.7;r - 4 „ ze PRO) NO.: as S SCALE: 1..,20' LD y / �r0 ✓ 4 ti �U�� /�� r Co MHM 7U J /ZZZ4 DESN.BY: ryl nOUTDOOR 4 STORAGE ! DRAWN BY: PDH q 30941 O ^y �--^ "'.� UNDERDRAIN P� 9000 SF UNDERDRAIN �� _ STS ; r., IN'V.=7.67(MRS.) 1 r0� �' w -. INV.=7.41 CHKD BY:FFE--/ 11,02 -� / i ({EAR SETBACK r ISSUE DATE: 05.18.17 i / ✓ . �FEMA 100-YR o o FLOOD LIMITS REVISIONS r '" _ I' 1 '.• \ s�..►**'` (ZONE AE) - I / its STRIP � ,r�� I �( ""•-- y�,r� t,.,.»-,. ,--,\..�N � i ei4..F��t , HERS 'MOWN ....f( E4x.sry■.u+■ OF' OF `ALL { ' gasaM,.t4w+*�c...a* EIL=9.71 f /� -CL BOOK • a` PAGE40 z 1 `\ � I } u �rn ....+'` ,Si.;f.iYlli#iQFHfi19Y46#.9T Yf6DNiIIYt38tfPiY3lfi#iiMtE{EU.l.i.i�� ....... �t i .� _/ 77777_/7T/_/ 7. 1 06.07.17 PER ZONING&CONCOM REVIEW FFE= E � � �• �..1M�•■E � I 11,02 / •■�MN•is..+•• �t a••••"`«w+•"".r+•N'u.a �M�� SHEET TITLE: iJ -- UTILITY PLAN � s � � � / �� E N■f S4t&Ys 4i■dtlst6#a.+BYd$fifi.lN{../•f••f■■.'.M•..M•if!!•M•■!.•■••. ^""•. Y /,•!' - j m � I } may., •fl ff j( � f ��_ 1 t.. 1 .. tr � r I _. � � I 1 ,e.„,\ .•� � -�,kl Z� �}�4 � ,.vaf�i.NMf.IN/• MN•••MNM••M• "^-^•..^+\--'^^„-• WF_ r-19 Z Cn R IC0 U LOCATION ,o 1 y i GRAPHIC SCALE � ` I �F \ � WF5 / 3: SMH�'NOT FOUND L_ I I I \\ W�6 I ( 20 0 10 20 40 80 �WF7 IN FEET ) 1 inch = 20 ft. i - A g C D E F _I. - - - - --- - - - - -- -- - -- - - -1-- ---- - -- - ---- .- _ T - III IF I � w 7600 SFTURNER V ADDITION . FFE = 13.0 , 4 - 1 A-5 SC" • / LOWER WATER SERVICE LINE TO BUILDING Ij ✓ TO PROVIDE OF EARTH COVER OVER CROWN °° ROOF DRAIN DOWNSPOUT / OF PIPE OR PROVIDE 4"RIGID INSULATION OVER 1 LOCATION SEE DETAIL 7106.1 '� SERVICE LINE.INSULATION TO EXTEND 4'TO • EACH SIDE OF PIPE. GROUP' .0000 SC7: "''` • f,. � ,,,...,�' � _� j � .- .mss / � ,,,,„..� '.�„;A q '- - scs The HLTurner Group Inc. / ✓' SEE DETAIL 13106.2 FOR . ., p TYPICAL CONSTRUCTION- DETAIL . ° j " / OF DETENTjONOASINS +' 1 1 O Q' } _ .�" w " `". �✓ �. 4 • / , ,L a r' } T ' C10 / 27 Locke Rd. h ., Concord, New Hampshire 03301 ;. - ""} y ,-- "'� t:603.228.1122 hiturner.com s• ! Q f ; � f ' __ ARCHITECTS* ENGINEERS*BUILDING SCIENTISTS N. SC11 7600 SFJill r ADDITION / Rill. FIFE 13.0 " sc14 sc13 µ{ C U! OREEN LEAF � - * , - e I i ,�' � -SC16 r • t t EXISTING { f / SC1`5 / PRECASTDETAIL 106.1 NPAVERS. / ✓� SEE DETAIL 9/C6.1 BUILDING C3 -"� ,. (J' � � ,!•, FFE=13.0f SC17 { o } ROOF DRAIN DOWNSPOUT - j } : = � F.W. WEBB COMPANY LOCATION ` , ! �t� COPYRIGHT:THE H.L.TURNER GROUP INC.2017 * 1✓ ( "[� SEE DETAIL 7/C6.1 I r ©"Electronic Images of these documents may be used for the purpose of Y• expediting shop drawings and coordination drawings for this project only•except vn j I ROOF DRAIN DOWNSPOUT l ( � as excluded by Individual specifications(e.g.Structural steep. It shaft be unlawful } i LOCATION SEE DETAIL 7/C6.1 to use them for any other purpose.The Architect's or Engineer's seals shall not 1J } appear on any documents that are modified by others. The Architect shall bear - / } no rresponsiblity for any modifications to the original documents by others." M NOTES: 135 LF PVC SDR35 _< DETAILS. } 1.SEE SHEET C6.1 FOR ADDITIONAL SYSTEM 11 1 MIN.S=0.01? } ROOF LEADER, _ OUTLET _, , rrr +e•� ,, ONV•OUT-525 LOCATION jAt i }'i i 3 2.PAVERS SHALL BE AS PAVEDRAIN,LLC OR APPROVED EQUALED BY SEE DETAIL 13106.2 FOR SEE DETAIL 7/C6. TYPICAL CONSTRUCTION DETAIL } } } i } OF DETENTION BASINS 10 i � t , -z SYSTEM CORNER LAYOUT-TABLE / EXISTING l t ;/ POINT NO. NORTHING EASTING �: �,_�. SC1 3016117.14 817831.28 BUILDING r . t FFE-- = } SC2 3016127.46 817885.31 13.Of �� t � t SC3 3016187.37 817873.86 A SC4 3016188.87 817881.72 T[. ASK' g ,; SC5 3016208.52 817877.97 KEY PLAN: SC6 3016214.71 817910.38 PROJECT TITLE/ADDRESS: 6 � j SC7 3016230.43 817907.38 GREEN LEAF CONSTRUCTION t IIIA ';g SC8 3016238.68 50.6 F.W. WEBB CO. ADDITION ! ` SC2 t 6 38.68 8179 1„ 293 BRIDGE ST. ROOF DRAIN DOWNSPOUT . r 4 SC9 3016222.97 817953.6 LOCATION SEE DETAIL 7/C6.1 } +, SALEM, MASSACHUSETTS SC19., q 4 SC 10 3016217.34 817924.13 MAP 26 LOT 0634 SC11 3016204.57 817926.57 SC12 3016202.5 817915.77 MAP 26,LOT 0635 } SC1 SC13 3016197.59 817916.7 OWVNE RIAPPLICANT 29)5 Bridge Street Associates SC14 3016195.34 817904.92 �, ,., :..w_.. , �•.=•,• ' ' 65, +�'� Ck0 FW Webb Co. SC15 3016190.43 817905.86 1610 Middlesex Turnpike } . G20Y µ + �' ; SC 16 3016188.55 817896.03 Besdford MA 01730 1 SC17 3016183.64 817896.97 ISSWE: SC18 3016181.39 817885.19 PLANNING BOARD REVIEW fir.• "" / c / FEMA 100-YR(1 SC19 3016123.44 817896.26 f / } SC20 3016111.24 817832.41 e FLOOD LIMITS t (ZONE AE) PROM.NO.: 4517 STAMP goo EL=10.0 / • ' Boa+ t " "'' ' SCAILE: 1 t � H tD s 2 ENLARGED PAVER LAYOUT PLAN DEStN.BY: MHM n' 3 a -4 PDH 9 0 ti ' C4.1 C4 SCALE: 1"=10' DRAWN BY: 30441 37 �� t� 1! CHKD BY: ISSUE DATE: 03.06.17 � ""• ==�^ REVISIONS � fl 37.44' ,;,--w � � 16.38' $' } _-Y ".` - SC35 SC36 - - - - - - - --- - - - - - - - - - - - -- - - - - - - � - ,- v 1 ROOF DRAIN DOWNSPOUT - - - - - - ' - -- - - - - - - - - - - - - - -I- - - - - --- - -- - - ��-� - -I tn a �-�- V i i } - - - � C _ - - - - - - LOCATION SEE DETAIL 7/C6.1 - - -- - - - - JJJ - _, t� - - - - - - - - - - - - - -I_' _-- - - - a 1 ; , - - - - - - - -ti N '" f } SYSTEM CORNER LAYOUT-TABLE tf SC33' - - - - - - - - - - - - _ ;, ". . . .-. " `8 1 /� 3 2 1 Cr � { 7) 1 06.07.17 PER ZONING&CONCOM REVIEW N POIMT NO. NORTHING EASTING l \ E J f \ t SCC30 3016248.19 817941.05 3 ` SHEET TITLE: F NORM ATER RETE ION SYSTE SC31 3016280.17 817933.98 / MAS TEN CE RT EDE T IL4r .2 =: �.:o ENLARGED UTILITY SCC32 3016317.01 817927.18 - SCC33 3016333.29 817924.92 ' `' - } PLANS t SCC34 3016317.86 817931.02 SCC35 3016281.59 817940.38 ! I } S(C36 3016249.60 817947.44 0 GRAPHIC SCALE 1 ROOF DRAIN AND INFILTRATION BASIN PLAN 10 5 10 2t) '° 3 ENLARGED STORMWATER RETENTION SYSTEM PLAN m N C4.1 C4 . SCALE: i"=10' . E ( IN FEET ) • 13 1 inch = 10 !t. cc CD A B C D E F a: I I�� Luminaire Schedule CONFIRM PEDESTAL HIEGHTS StatArea_l StatArea_3 GENERAL NOTES: Symbol Qty Label Arrangement Description PARKING SPACES AT FRONT ENTRANCE PARKING SPACES ALONG ROADWAY 1. LIGHTING CALCULATIONS, LAYOUT, & LUMINAIRE DETAILS PROVIDED 3 S4 SINGLE GLEON-AF-04-LED-EI-SL4-NI-HSS-BZ/ RTS6A20SFN1 (201AFG) Illuminance (Fc) Illuminance (Fc) BY CHARRON, LLC, 40 LONDONDERRY TPK., HOOKSETT, NH 03106, 1 S5 SINGLE GLEON-AF-04-LED-EI-5WQ-BZ/ RTS6A20SFN1-BZ (201AFG) Average = 0.59 Average = 2.65 603.624.4827. 3 T4 SINGLE ARB-B3-LED-DI-T4-BZ/ RTS6A15SF2 Maximum = 1.2 Maximum = 5.1 4 1 W ISINGLE I XTORIB/ WALL MTD 15' AFG Minimum = 0.1 Minimum = 1.0 TURNER 3 1 W2 I SINGLE ABW-B2-LED-DI-A/ WALL MTD 12' AFG Avg/Min Ratio = 5.90 Avg/Min Ratio = 2.65 2 W4 SINGLE GLEON-AF-04-LED-El-SL4-HSS-WM/ WALL MTD AT 181 AFG Max/Min Ratio = 12.00 Max/Min Ratio = 5.10 . StatArea_2 StatArea_4 4 PARKING SPACES AT SIDE ENTRANCE FENCED IN AREA ADJACENT TO BLDG Illuminance (Fc) Illuminance (Fc) GROUP Average = 5.65 Average = 3.89 Maximum = 7.8 Maximum = 9.0 Minimum = 3.6 Minimum = 1.5 Avg/Min Ratio = 1.57 Avg/Min Ratio = 2.59 Max/Min Ratio = 2.17 Max/Min Ratio = 6.00 4 The H.L. Turner Group Inc. r .0 t0.0 0.0 0.0 t0.0 t0.0 t0.0 t0.0 27 Locke Rd. i .� Concord, New Hampshire 03301 - .M° •�-== ' + + + t:603.228.1122 "•-" - .-...___._._ ----- -DIMENSIONS ESCUTCHEON PLATES ------- 0.0 0.0. -�0 0 0:0 0.0 0.0 0.0 0. :'" 0.0 � .b 0.0 0.0 o.0 0.0 0.0 0.0 O.0 hlturner.com DIMENSIONS �• -,; }i T- i ARCHITECTS* ENGINEERS•BUILDING SCIENTISTS I F � 1zw,law.taw .� ✓.NO- '6-3/4"[171mm1 + +� + + + + t'' + r'+ + + + + + + + +(t00mm1 ssW % f.0 0.0 aJ 0 J.0 o.0 0.0 0.0 0.0 0.0 0.o,-, 0Ai 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M 8"1203mm] i I 1254mm1 O ; � 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 ., �,ii��::.mQ-_ QJ�O .A.O 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ` i a eeee 1 ? ` 17-112"144.5mm1 Q +0.0 `� �' I ll Ml 1 6: + + +0.0 + t K 0.0 0.0 .�` 0.0 0.p ,0 Q,0 0.0 0 gj'�-o_ 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -q- 21-3/4l(553mm1 kill a a� 0 0 0 0'0 0'' i�, D1MEN51t}N DATA 12W,18W,26W L12W,18W,26W / r' /'f _ "6 5.3-14"[146mm1 3-58"[92mm[ *0 + + + +0 + + + - + + + t + + + + + +0.0 + + Number of A' Saw 38W O.0 0.0 0.0 .0 0.1 0.1 -10".1 0.1 0.1 0 :/'�Q. .1 0. 0.1 1 0.1 0.1 0.1 0.0 O. 0'' O.0 0.0 O.0 0.0 O.0 0.0 OREENLEAV Standard Optional Arm Light Squares Width , &6,B"{188mm1 4"(102mm] } Arta length Length 1� 15-1/2" 7` 10" 0 0 17.1/2" + + + + + / + + +, - + + t + 1 + + + +'~ ♦ 10. + + + + + + + + + + + (394mm) 1178mm] (254mm) - n n (a45mm[ 0.0 0.0 0.0 0.0 .� 0.0 0.1 0:1 O.2 0.2 0 _ 0. =0.2 0.2 0.2 0.2 "0,,2 0. : 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0. 0.0 0.0 0.0 0.0 t0.0 S4. S5, W4 1 + + + + + /+� + + + + z3 + + + + + } + s + }i + + + + + + + + 1 GLEON GALLEON LED ARM MOUNT & WALL MOUNT LUMINAIRE 0.0 0.0 0.0 0.1 1 0.1 0.1 G.1 0.1 0.3 �' .5 0.4 0.3 0.3 0.4 6' 4'. ' .5 1 0 2 1 ,0.1 0.0 0.0 0.0� 0.0 0.0 0.0 0.0 0.0 1 // 'J + t + + + + + /+ + + + + + + + + + % +`- + + i 1 + + + + + + + + + DIMENSIONS .to [25amm]_ _._-- 0.0 0.0 0.0 0.0 0.0 0.1 / 0.1 0,2 0.2 0. 0 '/ 0. 0.9 0. 0.8 0 8 0.7 0. 1' 0 0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 tt -- ___ , F.W. WMB COMPANY ( XTOR CROSSTOUR LED WALL MOUNT LUMINAIRE 1a + + + + + + + + + + + + + I + + +1 + + + + + + + + COPYRIGHT:THE H.L.TURNER GROUP INC.2017 0.0 0.0 0.0 0.0_ 0.0 0.0 r 0 0.1 0.1 / 0'r:' 0.2 0.4 !6 > 1 2.V 1.9 .3 .1 Qt 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 t 1 i i ©"Electronic Images of these documents may be used for the purpose of \\ ` ♦ O , 11 i1 i1 1 expediting shop drawings and coordination drawings for this project only-except t i i / as excluded by Individual specifications(e.g.Structural steel). It shall be unlawful i any p ErnJneer•s seals shag not 10. *0 + 10 *0. 10. + + (}+ �-,+ + + + + + + + to use them for a other purpose.The Architect's or 0.0 0.0 0.0 0.0 0.0 0.0 0 0.1 0.1 0 0.2 0.3 0. 0.7 S 3 /1. / 2.0 2,8 j 81 1 i 0'!d .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 appear on any documents that are modified by others The ArcMtect shall bear i / E a. a L E i f it ii it y no responsibility for any modifications to the original documents by others! i 25-314• i y / ` �� f iii I j 0.0 0.0 0.0 0.0 0.0 0. 0.1 0.1 0.1 0.Y 0. 0.4 0.6 1.9 �:3 =4 r 4r5 4.5 2. 0.�ii 0 fl 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •-/ i j ' t I � 11 Ili; a + + + + + + + + 10.2 + + + + \ t+ + + 1t1` w c + + + *0. + + I 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.l 10.2 .,Q.2 ;; 1.1 1. l ° rtt iii`{J.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 III p 7600 W iiti4!Illi ',� f M l i °' 1 ti ii ii)t J L 1-3f8'(61mm] i t + + + + + + + +.' + 10.4 ♦ + 'I + \+ + + t Imp13.{ ° 1i i i i+t + + + + + + .-Single Past Top- o.0 0.0 0.0 0.0 0.0 0.0 .1 0.1 0 1;> 0.2 0.4 .0 .3 1. �!Z 4 awl.7 2.2 3.5 3. f' I i i 10.10 .0 0.0 0.0 0.0 0.0 0.0 0.0 25-5176"[643mm) / / // J 5 S i 0)RY ARB ARBOR POST TOP LED LUMINAIRE ar ' ✓ / BRICK 63UI``DIi" � i1t11itiii` + + + + + + ,r + + + ♦ + + + + + + + + + + + +� )t+i)l + + ,+ + + + + 0.0 0.0 0.0 0.0 0.0 .0 0.1 0 1 0.2 0 0 v:5 9 1.4 2.2 4.3 1 4 2 4 3.9 4.5 6 , �. )10L 0. `'k 0.0 0.0 0.0 0.0 0.0 0.0 DIMENSIONS r + + + +0-0 + t + +,`: _ + t 16. + + + + + + + - 0.0 0.0 0.0 0.0 +-0 .0 0.1 0.1 a.1 0. 1,,4 .5 0.8 .9 4 3 0. t3. 2.2 4 .2 .5 .3 #3.4 t5.0 6.8 .� � { ,/ 0,?,d ig 0.0 0.0 10.0 0.0 0.0 0.0 0.0 rt + + + + 10. 10.1 + + + + '1 + + + + + + + f t + t + 0.0 0.0 0.0 0.0 .0 1 - .1 0.2 0 0.9 1.�i tl.5. 2.8 2.8 .4 .4 1 tl 4 2. +3.1 4.8 t .4 80.2 0.0 0�;0 ! 0.0 0.0 0.0 0.0 0.0 W ; KEY PLAN: � I9.11116• 0.0 0.0 0.0 0.0 0.1 0.l 0 0.3 - .0 1.7 1 21. .1 1.3 .0 0. 0.9 1.2 2.8 4.6 t1.1 8i f ./ ,�'� 1.2 .3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 PROJECT TITLE I ADDRESS: 1247mm1 / , ; / / `'° T4 O `� GREEN LEAF CONSTRUCTION t + + + + + + + /' +^^ + + + + + t + + +, --�+ + + t y + + + + + F.W. WEBB CO. ADDITION e-1/4"[zlomm]-I 0.0 0.0 0.0 0.1 0.1 .2 i 0 lid 2. 3. r . .0 .9 1.0 1.0 .0 1.0 .0 0.9 .0 1.9 2. 3 9 y .3 5 0.9 .7 0.2 0.1h. i 0.0 0.0 0.0 0.0 0.0 �. ' 293 BRIDGE ST. .. ....-'--............._..._............. ----- -''�J r �2 SALEM, MASSACHUSETTS t + + t + t + �„f^� + + t + t + t + + t + t t + + + t ,.�^^'SF' P �," + + t t t t + t +0, + t + +0.0 ABW ARBOR WALL SCONCE LED WALL MOUNT LUMINAIRE 0.0 0.0 0.0 0.1 0.1 0� 4 /�0. 1.6 3.2 3. .0 3.2 2.1 1 0.9 0. 0.9 1.0 tl.l .3 1.5 1. .6 3.�i,.--- 0.6 .4 0.2 0.2 0.3 0.1 X0.0 0.0 0.0 0.0 0.0 0.0 0.o MAP 26,LOT 0634 r = //0 MAP 26,LOT 0635 0.0 0.0 0.0 0.1 0.1 2 0.4 0. 2.9 3. 2.4 .4 .0 0 9 1.0 1. 1.3 t1.4 1.5 1.6 1.7 1.7 1. .4 3. �� I 2 1 .0 0 3 0.1 0.1 /OF 0 1 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OWNERIAPPLICANT °f V / 3 � 295 Bridge Street Associates RR C/o FW Webb Co. + SP 1+ t t t -�- t + + ,i +0 t 160 Middlesex Tumpike 0.0 0.0 +0.0--i.: 0.1 ; 10.2 .7 3 2.2 1.5 .0 0 0.9 1. 1.4 1.7 1.8 2.2 .0 2. 3. 1 a 5 1.0 0.3 0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 P ��%,'��'��/♦, � , Bedford,MA 01730 G`�,,• ♦♦ I ISSUE: N t / + + + I + + + t + t t + + + + + + + + + + + +„ f + + + + 1 t + t + + + + + 0-0 �0 0.0 ,.>, 0.1 b10 2.9 T:8___ .5 2 .1 .8 0.7 0.9 .2 1.6 .1 2.5 2.9 #3.1 3.0 2.6 2. 2.1 2.4 .9 .5 4 a-- s.4' ,:' o. o 2 0:1 0.0 0.0 , o.o o.o o.o o.o o.o o.o o.o PLANNING BOARD REVIEW ♦♦ l 1 - Ix. �' j d i t + + + I + "-'+ + + + + + + + + + + + t t + + 3- + t + + + t + �+0.682n +C + + +G yL T EET0.0 0.0 0.0 0.. 0.1 � 3.8 4.7 1 4 0. 0. 0.7 0.8 1.2 1.7 2.3 3.1 3.6 3.8 3.6 3.1 2 Y 2.2 24-` 4 0� 6 l' 0. 0.1 0.1 0.0 O.OI0?OC 0.0 0.0 0.0 0.0 t 0.0 0.0 0.0 0,.,$I 0.1 6.1 t5.9 4.5 3.2 .2 1. 0. 0. 0.6 0.8 1.2 1.7 2.4 3.4 3.9 '.6 3.8 t3.3 .5 2.2 2.3 2 9 3. t5.6 t1.5„ 8� ie/ 1. 0. 1 0.2 0.1 0.0 O.OI 0 0 0.0 0.0 0.0 0.0 0.0 PROJ.NO.: 4511 STAMP 1 - -- p 11; , SCALE: 1"aM t + + + + + + t + +1 + + t + + t + + I + + +3. + + t t + + t I + t t + + 0.0 0.0 0.0 0, 0.2 6.3 6.0 4.8 3.2 .1 1. 0. 0 6 0.6 0.8 1.2 1.7 2.3 3.3 3`,8 4.2 Oii 8 3.2 .1 .2 7 3. 6.4 8.8 �. f 2 5 .0 .3 0.1 0.0 0.0 0.(� 0.0 0.0 0.0 0.0 DESN.BY: MHM 01 1./ W t' t % DRAWN BY: PDH + "+ + 1 + + + + + 10.6 + + + + + + + + +O1 + + + + + 4" + + I..r+ + + +0. +0. + + + 0.0 0.0 0.? 10. S .9 t7.3 5.8 3.4 .1 1. 0. 0.6 0.8 1 1 1.6 2 2 2.9 .5 .7 3 2 1 .2 2 7 3. 5.2 0 * 39 1. .6 0.2 0.1 0.0 0.01 0 0 0.0 0.0 0.0 CHKD BY: MHM + + +011 I + + + +1 + +1 + + + + + + + + + + + 16. + I* + + + + ,+ + + ISSUE DATE: 05.16.17 0.0 0.0 0.i i 0.1 14. 6.0 5.8 4.6 3.2 .2 1. 0.7 .7 0 8 1.1 1.6 2.1 2.6 Z.8 .5 2.4 2. 2�4 3 8 5.0 6.3 6. I I 0.2 10.1 0.0 0.0 0.01 0.0 0.0 0.0 0.0 � t )I OUTDOOR I REVISIONS + ++y,a + I + + + + + + + + + + + + + + + + a STORAGE + + + + + + W + + + + + 10.0 +� + +, + 0.0 0.0 0.0 1 .1 .8 - 55.8 4.4 3.2 1. 1. 0. 1.0 1.3 1.7 2.1 2.4 .4 .4 2.4 2. 2.4 9Cww SF' .8 4. 4. .8 .0 1. 0. 0.1 0.1 q.0 0.0 � 0.0 0.0 Oro 0.0 tr / .6 0. 0. t:7 0.0 0. 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 Q.0 `1 , .._,...,4..1.----3.4 2.7 2.1 .6 1 4 4 1.4 1.5 1.7 2.1 2.4 2 3 2 2.7 2.7 .0 3. 3.7 3.5 + ;y' � I 1 � + + �.,,. 0.0 0.0 0O I 0 0 +� _ + + + + ( + + + + - + + + + + +0. 1 +0 + + + x„a<� 0 1. 1.8 .0 2. 2.4 2.8 2.7 2 2. .7 3.2 3.5 3 3.8 3.0 X0.2 0.2 x `> '' 0.1 0.0 0. f � _+ 0.0� 0.0 0.0 0.0 0.0 ax.xx.xaafexansae$vaxxx .. ! , ,► xxa i + + + + + + + + + + r + + + + + + + + + + *0 + + + + + 0.0 +0 0 0..0 0.0* 0. R 3 0.8 0.8 .4 2.8 2.9 3.2 t3. 3.5 3.6 3.0 2 3 .2! 2.9 3.8 .3 4.9 N 4.9 4.6 3.4 �+8-",.ex 3':' + 0.1 0.1 0.1 .0 0.0 0�.0 0.0 1 0.0 `0.0 0.0 I _ i, 1 1 as - asaxax"xxxxxaexx,r` !}^i x.ax�� I l in +, ry axxxxaxxxaxx,a r..jj'"'``�� jl C.0 0.'0 0.U 1 0.0 g .1 0.1 0.2 0.3 0 1.3 5 3.5 4.2 4.7' 5.6 4.8 4.7` 3. 2 3.0 4.5 5.5 6.2 {_ 6.0 3.9 1. .4 0 J 1 0.0 0.0 0.0 0.0 0.0 .0 0.0 10.0 0� 0 1 06.07.17 PER ZONING&CONCOM REVIEW N SHEET TITLE: ao .` o, +' t + 1 + + + + + + + + + + + + + + + +r + + + + + + 4 + �+ + 0.0 0.01a, ,Q,t,(i,; 0. 0.0 0.0 0.0 0.1 .3 1 2 7 .3 .5 6.1. t1.3 5.9 6.2 4.2' 2. 1 4 ! 2.6 4.8 6.8 c r- .9 4. 0.1 O F 0.0 0.0 0.0 .0 0.0 0.0 0.0 o LIGHTING PLAN c 3 _ 'Ll ,gym [V -� -�. I 1 + + + IRF � ��'��+� + + + + + + + ' + .► 1 + + + + + +1 + + + 0.0 0.0 0.0 .� 0. .0 0.0 0.0 0.0 0.1 4 4 6.7 n �4 4.9 2 i. -0 't �. .4 �0.�' 1 0.0 0.0 0.0� 0.0 0.0 0.0 q.0 0.01 0.0 0.0 v I ! v , �� 19� + + + 1+ + 1 + + + + + + + "3 *0 rr++�""r+' + + + + + + + +0.01 + + + +0 + + 0.0 0.0 0.0 10.0 O.b 0.0 0.0 0.0 0.1 0.41 .6 .l 0.1 0. �� 0.1 "7.1 0.1 0.2 0.2 0!1 0.1 0.0 0.0 0.0 0.0[ 0.0 0.0 0.0 �0.0�� 0 0.0 I GRAPHIC SCALE + + + + + + + In + + + + + + 1 + + + + + +0. + + + + o.o o.o o.o I o.o 0.0 .o .o o.o a.o o.o .o .o o. 1,. _0.2! 0.2 0.1 0 0"o O.o o.o o.o o.o o.l o.l o.a o.o o icS.o o.o o.o o.o o.o o.o o.o o.o oF2 - � . . r .. _ . .�iF I [ / 20 0 10 20 40 1 m �- 4r'F3 I + + + + + + +C + r + + + + + + + + + +0.0 [ + + + + +0 +0.0z+0.0 �+ + + + + + + + 0 --`fl.8-- Q�0 1+0.0 0. 1 0.0 0.0 0.0 0.0 0.0 .0. 0.0 0.0 0.1. 0.1 I 0r� 0.0 0.0 0.0 0.0 0.01 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 B WF9IN FEET � [ I i inch = 20 It 10.0 0.0 0.0 10.0 0.� o� �o.o o.o o.o o.o o�q�,�Q .o o.o o.o o.ol o.o I' 10 o.o o.o o.o o.o 0.0 1 0.0 0.0 0.0 0.0 ,9. o.o 0.0 0.0 0.0 0.0 o.o o.o o.o d A B C D E F n: i I I I I NOTES: SECTION 12" 1. POSTS SHALL BE PLUMB. ANY POST BENT OR DAMAGED SHALL BE REPLACED. MUTCD SIGN DESCRIPTION �JZDESIGN _E QUANTITY REFERENCE DESCRIPTION SECTION SPLICING SHALL NOT BE ALLOWED. NOTE GRAVEL TO EXTEND t'-0`BEYOND EDGE OF PAVEMENT 2. POSTS SHALL BE SET PLUMB TO 12" NEW 4.817 CONIC PAVEMENT 1.5`TOP COURSE-MADOT 460 TYPE I-1 TURNER RESERVED THE DEPTHS SHOWN. BACKFILL WITH i`-i PAVEMENT MUTCD R7-8- SUITABLE MATERIAL COMPACTED IN 6" C6 4„ 25'BASE COURSE-MADOT 420 TYPE I-1 RESERVED 6'GRAVEL.BASE COURSE, MADOT 405 . ' a "..: 12'GRAVEL SUBBASE, MADOT 401 PARKING LIFTS. A R7-8 PARKING , : RESERVED 12"x18" 2 3. USE A DRIVING CAP TO PRESERVE _ PARKING COMPAC11D SUBGRADE -I THE CROSS SECTION OF THE POST. BATTERED HEADS SHALL NOT BE ' ACCEPTED. a 4'CONCRETE WALKWAY WITH " W THE B ACCVES�SIBLE 2 2 W.W.F. 6x6, W2.9xW29 GROUP 1 C 4. DO NOT DRIVE POSTS WITH CONCRETE SIGNS ATTACHED. C6 WALKWAYS 8 GRAVEL BASE COURSE, MADOT 405 COMPACTED SUBGRADE = � VAN 5. ERECT SIGNS IN CONFORMANCE WITH ACCESSIBLE THE "MANUAL ON UNIFORM TRAFFIC RESERVED CONCRETE WALKS TO HAVE SNOW MELT SYSTEM IN CONCRETE BY The H.L. Turner Group Inc. Z CONTROL DEVICES" C R PARKING RESERVED 12"x18" 1 PLUMBING CONTRACTOR. SITE CONTRACTOR To PLACE GRAVEL 00 "`" PARKING BASE FORMS AND W.W.F.. PLUMBING CONTRACTOR TO INSTALL = 6. NO PART OF THE POST SHALL bSNOW MELT AND SITE CONTRACTOR TO PLACE AND FINISH 7 Locke Rd. o EXTEND ABOVE SIGN, WHEN THE SIGN IS CONCRETE. COORDINATE WITH PLUMBING CONTRACTOR Concord,New228.1 sire 03301 Hampshire IN PLACE. to NOTES: hiturner.com OPTIONAL- INSTALL AT 7. IN PAVED OR CONCRETE LOCATIONS, 12" VAN ACCESSIBLE A PVC SLEEVE SHALL BE USED TO i. LOAM SHALL CONTAIN 4-20% ORGANIC MATTER & COMPLY W/ MADOT M1.05.0. ARCHITECTS• ENGINEERS•BUILDING SCIENTISTS LOCATIONS ONLY. ALLOW FOR REPLACEMENT OF THE POST. RESERVED LOAMING AND 2. SEED MIX SHALL COMPLY W/ MADOT M6.03.0 FOR GRASSPLOTS & ISLANDS. MUTCD R1-4 D PARKING RESERVED 12"x18" 1 3 8. FASTEN SIGN TO POST W/ 5/6' °r PARKING C6 SEEDING V) MACHINE SCREW OR BOLT & SECURE V PREPARED LOAM WITH SEED Ij�! w W NUT & LOCK WASHER. \ �f ////v/ // // // /'f // // // f�/f / / ,�',/ / ,' �:\/r\/ COMPACTED SUBGRADE GALV. STEEL 'U' CHANNEL a 2.5 LB/FT 9. POST SHALL HAVE 3/8'0 HOLES t2' ORIGINAL CUT 12" DRILLED 0 1-FOOT O.C. FOR SIGN MOUNTING. t. 'TOP COURSE-TYPE I-1 � 4 TRENCH ,- � 25•eASE couRSE-TYPE I-1 NOTJ u x . ACCESSIBLE PARKING SIGN SHALL DOZ". , 10. ACCES ,� r-., BE POSITIONED ® THE HEAD OF ALL E R5 1 REGULATORY 30%30" 1 C6 REPLACEMENT - ' ._ ` 4'DENSE GRADED CRUSHED STONE PAVEMENT TO �.,•��,- � �<� ,� '`4`�.r,�.��..�1-l" `�' 10'GRAVEL SUBBASE I BITUMINOUS DESIGNATED ACCESSIBLE PARKING ENTER BE SAW CUT \\j\j\\j\\i\�j\\j\\j\\i\\j\\j\\j�\'` COMPACTED BACK"i PAVEMENT SPACES. PRIOR TO /f��i./�./i;//.//./�./i ..�./i✓�/i., EXCAVATION NOTE GRAVEL TO EXTEND 1'-0'BEYOND EDGE OF PAVEMENT 5`BIT. CONC. PAVEMENT �/1�// 5 r:- r 3.5'BASECCOURSE-MADOT420 TYPE / NEW P 8" GRAVEL BASF COU MADOT 40 PAVEMENT _ COURSE, T 5 f` IV GRAVEL SUBBASE. MADOT 401 R /\\\ �PACTED SUBGRADE F.W. WMB COMPANY COPYRIGHT:THE H.L.TURNER GROUP INC.2017 ©'Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only•except as excluded by Individual specifications(e.g.Structural steel). It shaft be unlawful to use them for any other purpose.The Architect's or Engineer's seals shall not appear on any documents that are modified by others.The Architect shag bear no responsibility for arty modfiptions to the original documents by others' M 1 SIGN MOUNTING DETAIL 3 SIGN SCHEDULE � TYPICAL SECTIONS OF SURFACE TREATMENTS C6 C2 SCALE: NONE C6 C2 SCALE: NONE C6 C2 SCALE: NONE BASE SHALL BE PER POLE NOTES: SCHED. 40 HOT DIPPED MANUFACTURER'S 1. SEE SURFACE TREATMENTS DET. 15/C6 FOR GALVANIZED STEEL PIPE FILLED RECOMMENDATIONS. PAVEMENT CROSS SECTIONS WITH CONCRETE. ROUND CONCRETE CONTRACTOR SHALL REQUIRE AT TOP OF PIPE LICENSED PROFESSIONAL COVER 2. INSTALLATION PER MADOT CONSTRUCTION STD. /' ENGINEER TO CERTIFY DESIGN PLATE DWG. E106.3.0. a a ra ` a \' •• BASE 3. CURB SHALL COMPLY W/ MADOT 501. ' � PLATE '5'-0" (T-T.) .2'-6" \ -7--CONC. FOOTING BELOW INSTALL (4) BOLLARDS z rn c> n AS SHOWN. SEE .DETAILw a PLAN SCH. 40 STEEL GALV. PIPE a o VERTICAL GRANITE CURB s" 12' LEVEL SIDEWALK OR KEY PLAN: 11/C6 FILLED WITH CONCRETE. ROUND a IF LOAM LOAM & SEED pROJECTTITLEIADDRESS: a a a a a e CONCRETE AT TOP OF PIPE. .,. SURFACE COURSE - AND SEED o TABLE OF BOLLARDS (4) #4 BARS WITH I X GREEN LEAF CONSTRUCTION •8" SLAB ON GRADE iv #3 TIES ® 12" O.C. N BINDER COURSE "� X 7> F.W. WEBB CO. ADDITION o . � : •. a b n o a LOCATION 4 (INCHES) # '/ �` \ 293 BRIDGE ST. SEE DETAIL 21/Cb`' , r a ,�. a 10 (SIMILAR) OVERHEAD DOOR 6 2 PAVEMENT CUT LINE J N> ® RAMP FINISH GRADE • OR GRADE /\\ SALEM, MASSACHUSETTS DUMPSTER 6 4 - //'�/�;�A/Xy ; I I ' N �i�/ i.'i'\�\i\�i L,; MAP 26 LOT 0634 SLIDING GATE 6 4 �i,t�/ / �,\ /,\�j`�. CONDUIT �'�%'�� - i,� n \ MAP 26,LOT 0635 SWING GATE 6 2 :\` \ \ \ CONC. STAIRS 6 2 a 4 s q a 4 0 4 o h �•�'// • v• �/` / (NORTH ENTRANCE \/ OWNER/APPLICANT CONIC. RAMP 6 1 \/� /\\; \/ _ a m o �j 295 Bridge Street Associates (NORTH ENTRANCE) 4000 PSI CONCRETE \\! a Q \!� `j #3 TIES AT 12" O.C. C/o FW Webb Co. 20'-0" I ROOF LEADER 6 1 f/ / % '\ 'n • .\\� "� a., a 'v �a. 160 Middlesex Turnpike I LOADING DOCK �/\ / /\//\�/, \ \ \\ \ CEMENT CONCRETE LIMITS Bedford,MA 01730 EXTERIOR CORNER 6 1 24"0 SONOTUBE FORM ;%�i\/ 90 MPH PLAN OF STORAGE AREA OR FACE OF AUGERED /\ �/� WIND LOAD 2' DIAM. ISSUE: CGI HOLE. .•;• /jBASE COURSE �y/\\ PLANNING BOARD REVIEW NOTES: NOTES: GRAVEL BASE, GRAVEL SUBBASE 1. SEE SHEET C2.0 FOR BOLLARD LOCATIONS. MADOT 405 ��//' COMPACTED SUBGRADE 1. COORDINATE LOCATION W/ \� NOTES: SHEET C2. 2. EXACT LOCATION OF BOLLARDS TO BE �\' '�\f\ 1. AUGER HOLE FOR CONCRETE POST IN 2. EDGES OF PAD SHALL BE DETERMINED IN FIELD. 2'-0" UNDISTURBED SOIL FLUSH WITH ADJACENT SURFACE SECTION 2. LIGHT POLE BASES SHALL BE 5000 PSI PROD.NO.: 4571 STAMP i+ MATERIALS. As NOTED s' PRECAST CONCRETE �s SCALE: in �15VERTICAL GRANITE CURBING s CONCRETE DUMPSTER PAD STEEL PIPE BOLLARD 13 PRECAST LIGHT POLE BASEDESN.BY: MHM m C6 C2 SCALE: 1/4' = 1'-0" C6 C2 SCALE: NONE C6 C2 SCALE: NONE C6 C2 SCALE: DRAWN BY: PDH 9 s0441��0 ti sT� CHKD BY: ~�IGyAILL ISSUE DATE: 05.18.17 1 3,00' LOADING DOCK CONTINUOUS BROOM FINISH ELASTOMERIC ISOLATION JOINT W�/ " a RADIUS TOOLED 1/2-0 PRE-FORMED BACKER ROID AND EDGE EXCEPT 5�-0" THIS EDGE OF DOOR PAD REVISIONS SEALANT. TYP. AT ALL HARD SURFACES: DOOR SIDE TO BE 1/4" BELOW FINISHED FLOOR ELEVATION. ELASTOMERIC JOINT SEALANT AT ALL r HARD SURFACES. PAVEMENT ELASTOMERIC JOINT FILLER OR TURF CL CONTINUOUS RADIUS SLOPE 1/4"/FT. (UNO) AT ALL HARD SURFACES TOOLED EDGE SEE H C2 FOR PAD DIMENSIONS FND. WALL - COORDINATE OVERALL DIMENSION BITUMINOUS BERM #5 0 12" O.C. EACH <a °c ,., W/ EQUIPMENT MANUFACTURER SURFACE VARIES BITUMINOUS SLOPE WAY AT CENTER a BITUMINOUS PAVEMENT ` " ' ^ ` #4012 O.C.E.W. ® CTR. 3/4" CHAMFER " G \" .� �•.-\..��L....) l✓ 1.•. �-, / / PVMT. 2� (TYP) LIGHT BROOM FINISH 9.10'f f` i - �f`� � _ F ALL AROUND ' I 3" TYP. y. FOUNDATION q _ c a a 6" REVEAL U.N.O. /. (6 77\7wl LO #4 0 12 O.C. a a' 4000 PSI 1 06.07.17 PER ZONING&CONCOM REVIEW / CONCRETE EACH WAY AT CENTER \\\\ \ \ I en ti ✓ )• ti . COURSE.-/', SHEET TITLE: 6" COMPACTED GRAVEL BASE, / // •// - BASE . 12" -rn / ' \ \\�/\\ /\\\`\\\/ . MADOT 405 " " SITE DETAILS #6 DOWELS ® 8 O.C. EMBEDDED 4 BITUMINOUS BERM IS TO BE PLACED INTO FOUNDATION AND DOOR PAD. MONOLITHICALLY WITH BITUMINOUS PAVEMENT. COMPACTED GRAVEL BASE, MADOT 405 r, GREASE DOOR PAD END OF DOWELS 12" 12" PRIOR To PLACING CONCRETE. NOTE:SEE SURFACE TREATMENT m v /,�\\/�\\/�\\/�• /�\\/�\\�\j\\ DETAIL 7/C6 FOR PAVEMENT 8 TURF CROSS SECTIONS \\ \\/\\/�\/\\ \/\\/�\/, ✓/�\\\ NOTE: COORDINATE LOCATION w/ CML SITE DRAWINGS. \ �,,,�,,/�\/ NOTE: PAD SHALL EXTEND 1'-0" BEYOND DOOR OPENING ' 8" COMPACTED GRAVEL EACH SIDE. UNLESS OTHERWISE NOTED. BASE COURSE, MADOT 405 OMPACTED SUBGRADE7, ::z t7:z k �17CONIC. SLAB AT LOADING DOCK 1s CONCRETE DOOR PAD 21 EXTERIOR EQUIPMENT PAD 3 BITUMINOUS CONCRETE CURBINGU0 NOTE: C6 C2 SCALE: 1/4" = 1' C6 C2 SCALE: 1/2" = 1' C7.0 C2 SCALE: 2" = 1'-0" CONCRETE TO BE 4,000 PSI AIR ENTRAINED a A B C D E F --- ____ I _ 24'-0" 1 12 -0 L 1 1-5/8 1 5/8" TOP RAI • 10'-0" MAXIMUM 10'-0" MAXIMUM r TOP RAIL 5'-O" 9 GAGE, 2' MESH, Truck Assembly GALVANIZED FABRIC TURNER 4"0 CORNER OR- - With sealed roller bearings TERMINAL POST S AN ION Uprights-rSQ..125 Wall Gew Loch 1-5/8' BRACE RAIL INSTALL WIRE Diagonals:!-1/4'SQ. .125Wall STRETCHER BAR - FASTENERS ® 18" O.C. T&B' Top Track 6„x 3-1/4' Bottom Track-3-1/4'x 3-1/4' _i All Material 6061-T6 Extruded. BRACE RAIL - ' r• ',.{:.:� GROUPY.� .A •w. �• :•wK. . �'s,;,.?� .+.a• ,tat._• w.. . 'A: 'i 'A,. 'wr. '� � v�.:�� ;:'s.: •:��.`';�+�; � ,� .. •., >;-... . •-� - , , � � � ° �, ��" �'�� f�+S3�� ti 1/4 x3/4 TENSION BAR BAR BANDS AT - INSTALL WIRE a , 12" O.C. o NOTES. 4,.OU Schedule d0 Posts •' .,. w ate\ \�\`��y�ij~ \\''\/� %� %rid TENSION BANDS AT 12" O.C. S ® 1. GATE SHALL BE PROVIDED w/ PRIVACY SLATS, /, \\ , 2" PROVIDING A 95% OPACITY. SLATS TO BE UVB �`/ °•, / " 14 O.C. • ji SEPARATION STABILIZED PVC, 0.58mm THICK, CAPABLE OF 18 �\� %�� 12" The H.L. Turner Group Inc. \, �,, �� \•• , . \ RESISTING A 90 mph WIND SPEED, SIZED TO FIT o i�/ >y t 4 GATE POSTS MESH PROVIDED. SLATS SHALL MATCH THOSE i �� ' �`�: o - EMBED STEEL PIPE TO �; \i�\,•�\�� / \� , / I RECEIVE FOOT BOLT ROD 27 Locke Rd. 3/8" /i''• i` 9 GAGE 2" MESH ] \jj PROVIDED FOR THE CHAIN LINK FENCING ON SITE. ;� � : \ Concord, New Hampshire 03301 X . l -4000 PSI CONCRETE t:603.228.1122 `\\! ADJUSTABLE �j GALVANIZED FABRIC \f/ \�� 2. FENCE HEIGHT SHALL MATCH HEIGHT OF CHAIN pe�tl to ' /� o ODSTRUSSWIII Imo° a �r/ ~\� p �j�� LINK FENCING. >. ,�'�.. , �;'�r't 2"0 UNE �\'�/ ;; �.rr Buck hlturner.com i �r7 TURNBUCKLE i. , i. , t •4 POSTS Assembl J ARCHITECTS* ENGINEERS•BUILDING SCIENTISTS �•�� 1 5/8" BTM. RAIL /i". ��\ lig, '._ �\ ' • Rpick 4000 PSI CONCRETE ,' 71- I I•Iangar _„•,,,-„_�; , - � Chain Link shown NOTES: StopBar Brac et nest d in the slot in 1. FENCES SHALL BE PROVIDED w PRIVACY SLATS ! 1'-4" NOTES: tt na1re ue•wt) stol in the track / 1. FENCES SHALL BE PROVIDED w/ PRIVACY SLATS PROVIDING PROVIDING A 95% OPACITY. SLATS TO BE UV A 95% OPACITY. SLATS TO BE UV STABILIZED PVC, 0.58mm ottQ tl STABILIZED PVC, 0.58mm THICK, CAPABLE OF THICK, CAPABLE OF RESISTING A 90 mph WIND SPEED, SIZED bui entolier RESISTING A 90 mph WIND SPEED, SIZED TO FIT \ TO FIT MESH PROVIDED. MESH PROVIDED. 840ltom \ 2. GRADE OF FENCE SHALL BE PARALLEL W/ FINISHED GROUND r Guide i 1 8'-0" HIGH CHAINLINK FENCE DETAIL SURFACE. 3 24' ALUMINUM SLIDE GATE K .�.ti..�.. 5 10'-0" WIDE DOUBLE GATE DETAILRE EiN EM C6.1 C2 SCALE: NONE 3. FENCE MATERIALS & INSTALLATION SHALL COMPLY W/ C6.1 C2 SCALE: NONE ��•••••- C6.1 C2 SCALE: NONE MADOT 644. EXISTING ALUMINUM NOTES: SIDEWALK ASPHALT PARKING DOWNSPOUT ` OFFSET DOWNSPOUT PAVEDRAIN- SEE NOTE 1. 1. PAVEDRAIN PAVERS SHALL BE AS MANUFACTURED - 2.1 " 2.1 LOT SEE SHEET C2.0 BY PAVEDRAIN, LLC OR APPROVED EQUAL. / / I w 6 LOAM & CONCRETE RAMP (SHOWN) BOOT (24 SHOWN) DETERMINATION OF OR-EQUAL SUBSTITUTION SHALL BE \�� LOADING DOCK SIMILAR A NRY & SURFACE CROSS SECTIONS FOR MATERIALS MIRAFl 1160N NON-WOVEN AT THE DISCRETION OF THE DESIGN ENGINEER. , �� > SEED T.O.C. ELEVATIONS VARY N S.S. M SO ENDCAP SEPARATION FABRIC CONTACT ACF ENVIRONMENTAL 1-$00-448-3636 FOR \ /\ \�/�, - / ��/�,�`` F.W. WMB COMPANY EXPANSION ANCHORS ) -- - _V •' / COPYRIGHT:THE H.L.TURNER GROUP INC.2017 i " " DISTRIBUTION INFORMATION. ��\�\;/� ©'Electronic images of these documents may be used for the purpose of �, \ 8 OF 3 4 STONE %x' 0 O C 0 0 � 0 �' / / � //\ exp�iting shop drawings and coordination drawings for this projedonly-except GRAVEL SUB-BASE MADOT 405 • :• FLEXIBLE COUPLING 2. PAVEDRAIN INSTALLATION SHALL BE IN ACCORDANCE �� C� v fl �� '' �� \ y I AASHTO #57). \\ \\ r \ \\; \\ \ \� \ as excluded b individual specification e.g.Structural steel). ft shatl be unlawhA • „ ;,� F , , WITH THE PUBLISHED PAVEDRAIN INSTALLATION MANUAL. •� � � d `1 n \ \\ to use them for any other purpose.The An:hltecrsorEngineer's seals shag not :. u. COM PACT A VI BR ATORY PLATE _ C? appear on any documents that are modified by others. The Architect shag bear F �• a COMPACTOR TO ESTABLISH A FIRM, " " " no responsibility for any modifications to the original documents by others' ;. "r-. . 6" PVC RISER ' , z , ' v� ;� STABLE BASE. 3. PAVEDRAIN PAVERS MEASURE 12 x12 x5.65 . / \; P �" P`` / `\ ' ��•. ��,.\\�y\\� � • M 1 (LENGTHS VARY) - ) J "JPc , COMPACTED OR " " " 4. INSTALL PAVEDRAIN ENDCAP AROUND THE PERIMETER UNDISTURBED SUBGRADE �\ ; a{" z- =k � a s� 9 LAYER OF 2"-3" CLEAN STONE OF THE PAVER LAYOUT. PROVIDE A SMOOTH FLUSH r/_..�1� 7�� ,` �\N \ �� , AASHTO 2 OR 3 f � � ^i / V # # ) TRANSITION TO EXIST. GRADE. ��` 3/8" PEA GRAVEL FILTER , \ \ 4..J a �• � '� `-' - \ \._. -.. / 8"X8"X6" PVC TEE -; �1 �; <R: , "-' COMPACT W/ A VIBRATORY PLATE " AND 8SOLID WALL t�' t ( » ` L�, r COMPACTOR TO ESTABLISH A FIRM, *; SDR-35 PVC ROOF LE BASE. !a STAB 6" PERF. HDPE DRAIN PIPE. / g / f \ \, mac• ,--cr �d-k yr'"`?. r t 4� s 1t � „ �-�`�� NONWOVEN GEOTEXTILE 4 PVC PERFORATED i �X P L> P P�� UNDERDRAIN PIPE. O / � FILTER FABRIC \\ \\ \ S=0.005'/' MINIMUM. SEE AASHTO #57 STONE GRADATION \\� \ C� 2"-4"0 UTILITY PLAN C4 FOR `�\E � �-�1 •_ l/ STONE WASHED, CRUSHED ADDITIONAL INFORMATION. MIRAFI RS280-1 GEOGRID EX,\\A-)0,SIEVE % PASSING (BY WT) c7 P \ COMPACTED OR UNDISTURBED 1.5 100 X NOTES: SUBGRADE1 95-100 1. DOWNSPOUTS SHALL BE MANUFACTURED BY J.R. HOE & S30NS INC 0.5" 25-60 101 IRONWOOD ROAD, MIDDLESBORO, KY 40965. 1-800-245-5521, /' \�� OR APPROVED EQUAL. No. 8 0-5 ' SAND FILTER -"'' ' 2. SEE UTILITY PLAN C4.0 AND GRADING PLAN C3.0 FOR ADIDITIONAL INFORMATION. No. 200 0-2 ��, \\ ; . \ \ KEY PLAN: PROJECT TITLE I ADDRESS: GREEN LEAF CONSTRUCTION , MF.W. WEBB CO. ADDITION ' \ ' ,� / � 7 DOWNSPOUT BOOT & DRAIN DETAIL s PAVEDRAIN INSTALLATION SECTION �10INFILTRATION TRENCH �\ X\ �\ 293 BRIDGE ST.SALEM, MASSACHUSETTS C6.1 C4 SCALE: NONE C6.1 C4.0 SCALE: 1"=1' G6.1 C2 SCALE: 1"=1'-0" MAP 26,LOT 0634 MAP 26,LOT 0635 OWNERIAPPLICANT A 295 Bridge Street Associates LEVEL LANDING W/ DETECTABLE c/o FW Webb Co. WARNING PIANEL (PER MASSDOT DETAIL 160 Middlesex Turnpike E107.6.5). 1.5%* SLOPE FOR DRI�EWAY DRAINAGE Bedford,MA 01730 WIDTH SIDEWALK S/ A-*�A-* H VARIES ,--� A ISSUE N PROFILE � SEE SITE PLAN c2•p / PLANNING BOARD REVIEW GRADE DOW * 3 r I N h� +LEVEL* GRANITECURB o �P. 7.5%* ��`.� 3°o��°a°a°oc{o6c 7.5% PROJ.NO.: 4511 STAMP 6„ Sq* MAX. S� h�� HSL GRAS NITE CURB S 5 AS NOTED y� q REVEAL / HIGH SIDE TRANSITION 6'-6" EDGE OF ROADWAY H to Py A-* MIN LOW SIDE TRANSITION -6" CURB REVEAL TYP LES SIDE T L� ( , " 6" MI . CONCRETE. DESN.BY: IVI 941 ti RAN Q ° A PLAIN CEM 60' MIN. PDH -0 J O SURFACE TREATMENT 6 MAX. ENT CONCRETE DRAWN BY: (TION h o � SIDEWAI ROADWAY DOWNGRADE VARIES- SEE DETAIL STEL r7 ROFI K 2.0' MIN• 1" LIP � GRADE E� 7/C6 � Q " • � X, � CHKD BY: �1G11r�L�G LfMiTS OF CEMENT CONCRETE RAMP ISSUE DATE: 05.18.17 7.5% MAX. I A - / SLOPE G , t REVISIONS RANIITE CURB PLACE GRAVEL z.0' W=SIDEWALK WIDTH �' DETECTABLE WARNING BASE COURSE PRIOR TO MIN RIGHT SI FACE OF CURB PANEL (E 107.6.5) ` SETTING CURB HSL = HIGH SIDE TRANSITION LENGTH ``_ 6'_6" MINE TRANSITION 1.5%* GRAVEL SUBBASE CONCRETE- CEMENT W 6' RE�E,gL W = SIDEWALK WIDTH CC=4" 7EDG IS DEWALK ROADWAY SEE NOTES a EXISTING E OF ROADWAY We = CURB WIDTH FOUNDATION o VARIES VARIES VARIES SURFACE 8,. 5%-15% 1.5% MAX. LENGTH & SLOPE VARIES CC = CEMENT CONCRETE SLOPE SLOPE * I = TOLERANCE FOR CONSTRUCTION +/-0.5% SECTION A. -A 1" LIP VARIES NOTES: f ''a`f 1. SEE MASS DOT CONSTRUCTION STANDARDS DETAIL E107.8.0. t 06.070t .17 Pl3B1a9N1N69OMREVIEW SEE TYP. SFC. v TREATMENT 2. INSTALL CAST IRON DETECTABLE WARNING PANEL AT TIPDOWNS, LOCATED NOT SHEET TITLE: 6" (MIN.) CONCRETE APRON CROSS-SECTIONS LESS THAN 6 NOR MORE THAN 24" FROM ROADWAY EDGE (GUTTER UNE). NOTES: o, W/ 6x6 WWF W2.9xW2.9 TRUNCATED DOMES TO BE ALIGNED W/ DIRECTION OF TRAVEL. SEE ALSO MASS NOTES: 1. ALL CONCRETE SHALL BE 4000 PSI MIN. SITE DETAILS CENTERED IN THE SLAB DOT CONSTRUCTION STANDARDS DETAIL E107.6.5. 1. ROADWAY, GUTTER, & FIRST 6" OF SIDEWALK TO BE m2. CURB REVEAL IS TO BE A MAX. OF 4" UNDER ALL CONDITIONS. o ADJUSTED FOR FIELD CONDITIONS 8' GRAVEL BASE THE ANGLE SHALL BE A MIN. OF 60' FROM VERTICAL UNDER ALL � COURSE, MADOT 405 CONDITIONS. 2. USABLE SIDEWALK WIDTH = W-Wc, & SHALL NOT BE a`o SECTION A-A LESS THAN 4'-0". 3. PLACEMENT SHALL COMPLY WITH MASSDOT CONSTRUCTION SPECIFICATIONS AND DETAIL DRAWING NUMBER E 106.5.0. 3. DETAIL PER MASSDOT DRAWING NO. E 107.2.1.Ca d C CC 11 SIDEWALK THROUGH DRIVEWAY W CURB RETURNS 1s SIDEWALK TIPDOWN W DETECTABLE WARNING PANEL 21 SLOPED GRANITE CURBING _ C6.1 C2 SCALE: NONE C6.1 C2 SCALE: NONE C6.1 C2 SCALE: NONE 4 A B C D E F 28.15" 15.75" NOTES: TURNER 1. CONCRETE SHALL BE AIR ENTRAINED: 4,000 PSI AFTER 28 DAYS (MIN), CEMENT PER ASTM C-150. ) .i NOTES: 2. STRUCTURE REINFORCED TO WITHSTAND H2O LOADING PER ASTM A-18FOOT. & ASTM A-VER PLACED PER RANG. 1. INSTALL IMPERMEABLE LINER(30 MIL POLY)AROUND SIDES AND BOTTOM OF EXCAVATION TO PREVENT INFILTRATION OF GROUNDWATER M199. MINIMUM OF 0.12 SQ. IN STEEL REINFORCING PER VERTICAL FOOT. 1" CLEAR COVER OVER REINFORCING. cl M 3. OUTSIDE EDGES OF PIPES MAY PROJECT NOT MORE THAN 4" BEYOND THE INSIDE WALL OF THE STRUCTUREGROUP MEASURED AT CENTERUNE OF PIPE. 4. PRECAST SECTIONS SHALL HAVE A SHIPLAP JOINT APPROXIMATELY CENTERED IN THE WIDTH OF THE WALL AND SHALL BE ASSEMBLED USING MORTAR IN ALL JOINTS. PLAN VIEW END VIEW 5. PIPE TO MANHOLE CONNECTIONS SHALL BE FLEXIBLE PIPE SLEEVES CONFORMING TO ASTM C923, CAST IN OR d- CORE DRILLED. y1}�, BACKFILL(MADOT 405)COMPACTED TO 95% 6. SOLID WALL HDPE PIPE SHALL COMPLY WITH AASHTO M924-97,. TYPE S. BELL AND SPIGOT JOINTS SHALL BE SILT STANDARD PROCTOR DENSITY.TOTAL HEIGHT The H.L. Turner Group Inc. 28.15" OF BACKFILL SHOULD NOT EXCEED 3'. TIGHT. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 AND THESE DRAWINGS. UTILITY MARKERS AT 6"LOAM& � 27 Locke Rd. 7. FRAME MAY BE CAST INTO TOP SLAB OR INSTALLED TO MEET MNASSDOT CONSTRUCTION STANDARDS. OPENING SHALL SEED COVER FROM FINISH Concord, New Hampshire 03301 CORNERS(TYP.) Ia t ,y j, , ( l� t g,�III , �,, , t,+ GRADE TO TOP OF TANK: t:603.228.1122 BE 24" MINIMUM DIAMETER. " I , I ' 18"t SEE GRADING r. r ( hlturner.com 8. CATCH BASIN HOODS SHALL BE INSTALLED OVER PIPE INLET AND SHALL MEET MASSDOT STANDARD E 201.12.0. :_ " y,. . -t, PLANS) ARCHITECTS• ENGINEERS•BUILDING SCIENTISTS w SIDE VIEW a W INLET PIPE N ti.l xI S=0.02'P OUTLET PIPE MANHOLE TO CONFORM TO I 3"MIN. ASTM SPEC C-478 tom ; --------- - C 0 N S T R tj C T 1 0 N -ELASTOMERIC BOOT PLAN VIEW 24" '-0" R-TANK! UNITS WRAPPED IN GEOTEXTILE ', MODULE DATA � . 1 (GEOTEX 801 OR EQUIVALENT) BASE:3"MIN.FREE DRAINING BACKFILL(MADOT 405) SIDE BACKFILL:24"MIN.OF FREE DRAINING GEOMETRY:LENGTH=28.15 INI.(715 MM) LOAD RATING: 30 PSI,(MODULE ONLY) COMPACTED TO 95%STANDARD PROCTOR DENSITY IS BACKFILL(MEDOT 405). MUST BE FREE FROM 1 INLET OUTLET WIDTH=15.75 IN.((400 MM) EXCAVATION LINE REQUIRED TO PROVIDE A LEVEL BASE SURFACE.MUST LUMPS,DEBRIS AND OTHER SHARP OBJECTS. BE SMOOTH,FREE OF LUMPS OR DEBRIS,AND EXTEND SPREAD EVENLY TO PREVENT R-TANK HEIGHT=17.32 IN..(440 MM) ° AND IMPERMEABLE LINER 2'BEYOND R-TANK°FOOTPRINT. A BEARING MOVEMENT.COMPACT SIDE BACKFILL WITH 04- TANK VOLUME=41.44 CF MATERIAL: 100/o RECYCLED CAPACITY OF 2,000 PSF MUST BE ACHIEVED PRIOR TO POWERED MECHANICAL COMPACTOR IN 12" STORAGE VOLUMIE=4.22 CF POLYPROPYLENE 4'-O" MIN. OUTLET VOID INTERNAL WOLUME:95% SMALL PLATES PER INSTALLING R-TANK°. LIFTS. �� w'o• HOOD VOID SURFACE AREA:90% SEGMENT/TOTAL: 4,r4 F.W. MB COlY1CC]L\1 s COPYRIGHT:THE H.L.TURNER GROUP INC.2017 SEAL ALL PRECAST JOINTS AN AN O'Electronic images of these documents may be used for the u __ APPROVED BRUMASTIC SEAL AND � ag y purpose expediting shop drawings and coordination drawings for this project only-except ----- o COAT INSIDE OF STRUCTURE JOINTS a,,s excluded by individual specifications(e.g.Structural steel). k shall be unlawful WITH MORTAR NOTES' 5 R-TANK TYPICAL S E C TI 0 N for use them for any other purpose.The Architect's or Engineer's seals shaft not alppear on any documents that are modified by others. The Architect shall bear \ 1. CONTRACTOR SHALL INSTALL °RAINWATER RETENTION SYSTEM AS INDICATED ON THE PLANS. CONTACT ACF C6.2 C4 SCALE: NONE ncoresponsibiliyforanymodficationstotheodginaldocumentsbyoihers' M COMPACTED ENVIRONMENTAL FOR FULL SPECIFICATIONS AND DETAILS (800-448-3636). SAND-GRAVEL BACKFILL IN 6 LAYERS 2. ALL COMPONENTS (MAINTENANCE ACCESS, INSPECTION PORT, GEOTEXTILES & LINERS, & MODULAR SUBSURFACE RETENTION SYSTEM) SHALL BE PROVIDED BY A SINGLE DISTRIBUTOR. \j 12"- 3/4" CRUSHED \/j $° // STONE BASE 3. CONTRACTOR SHALL CONTACT :ACF ENVIRONMENTAL FOR A PRECONSTRUCTION MEETING ONSITE PRIOR TO INSTALLATION OF THE MODULAR SUBSURFACE RETENTION SYSTEM. 4. ALL INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S PUBLISHED INSTALLATION MANUAL & SPECIFICATIONS. 6" LOAM AND SEED SLOPED SIDES. SEED MIX SHALL COMPLY 6" LOAM WITH WITH MADOT WATER TOLERANT M6.03.0. 1 DEEP SUMP CATCH BASIN 3 STORMWATER RETENTIOIN SYSTEM UNIT (R-TANK LD DETAILS PLANTINGS AT • C6.2 C4 SCALE: NONE C6.2 C4 SCALE: NONE \ \!\\!\\ 3 BOTTOM r3 .Y\ \,,'/\,j� ``� 1 �t r. ,�'� 'i Ilk�If�t3+a 13y(�r,I��l!''3 1 I -/ /✓//..��'f`/�,�'/ ELEV. VARIES / �/ �// SEE SHEET C3.0 KEY PLAN: WIDTH VARIES PROJECT TITLE/ADDRESS: GREEN LEAF CONSTRUCTION F.W. WEBB CO. ADDITION 293 BRIDGE ST. 16.25"FRAME AND SALEM, MASSACHUSETTS END VIEW OF PIPE/FABRIC CONNECTION. BACKFILL(MADOT405) COVER 13 DETENTION 1BAS�N TYPICAL SECTION MAP 26,LOT 0634 CUT AN"X"IN THE FABRIC SLIGHTLY ( ( li ( COMPACTED TO 95% 12"DIA.PVC REINFORCED CONCRETE COLLAR C6 LARGER THAN PIPE,PULL THE FABRIC NON-CORROSIVE HOSE STANDARD PROCTOR MAINTENANCE .2 C4 SCALE: NONE MAP 26,LOT 0635 AROUND THE PIPE TO CREATE THE"BOOT" i i It- CLAMP OR TAPE USED TO NOTES DENSITY PORT AND THEN SECURE WITH A HOSE-CLAMP. 1 FASTEN FABRIC TO PIPES THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM PAVED SURFACE ©WNERIAPPLICANT TO PREVENT BACKFILL AND RE-SUSPEND ACCUMULATED SEDIMENT SO THAT IT - 2295 Bridge Street Associates ' FROM ENTERING MAY BE PUMPED OUT. C:/o FW Webb Co. STRUCTURE • MINIMUM REQUIRED MAINTENANCE INCLUDES A 1160 Middlesex Turnpike QUARTERLY INSPECTION DURING THE FIRST YEAR OF 18"t ' it OPERATION AND A YEARLY INSPECTION THEREAFTER. _ _ 1ST CUT Bedford,MA 01730 GEOTEXTILE FABRIC FLUSH AS NEEDED. ISISUE: IOVER ACF R-TANK SUB-SURFACE STORMWATER RETENTION SYSTEM IS NON CORROSIVE HOSE CLAMP FINAL CUT PLANNING BOARD REVIEW 12" NOT INTENDED TO BE USED IN TRAFFIC APPLICATIONS. I I ( 1"+/_VENTING PERFORATIONS EDGE OF PAVEMENT GEOTEXTILE i- R-TANK: 2 FT FROM CORNERS I (REGULAR SHOWN)1 Q 6 PiROJ.NO.: 4511 STAMP ' I TRANSVERSE PATCH LESS THAN HALFsccALE: AS NOTED PAVEMENT WIDTH H to "X"CUTIN THE-/7' HE INLET/OUTLET IST CUT DIESN.BY- MHM TU J r» _ m FABRIC TO PIPE S -. , 30941 ti ALLOW GEOTEXTILE FINAL CUT DRAWN BY: PDH 9 PIPE/TANK I % > EDGE OF PAVEMENT ST IE INTERFACE FABRIC (; I (. I CIHKD BY: 10NjNL 6 2 FT FROM CORNERS ISSUE DATE: 05.18.17 REVISIONS TRANSVERSE PATCH MORE THAN HALF t ( ( Iv ti 9 8"NOTCHES CUT IN SHADED PAVEMENT WIDTH GEOTEXTILE FABRIC AREAS(8 OPENINGS TOTAL) OVER ACF R-TANK �, VYY9EDGE OF PAVEMENT FINAL CUT 1ST CUT a t� j NON-CORROSIVE HOSE NOTCH BOTTOM S CLAMP OR TAPE USED TO t ti ( NON-CORROSIVE OF PIPE FASTEN FABRIC TO PIPES x13.5" SOLID PLATE SEE PATTERN .............. OF TO PREVENT BACKFILL �( ( ( i ! PIPE NOTCHING 'E I i .... FROM ENTERING PATTERN o STRUCTURE AFTER EXCAVATION LONGITUDINAL PATCH U 1 06.07.17 PER ZONING d,CONCOM REVIEW C SHEET TITLE: SITE DETAILS EDGE OF PAVEMENT FINAL CUT o` d v Cb rn N E 1 ST CUT LONGITUDINAL PATCH WITH CROSS STREET co 7 R-TANK PIPE CONNECTION DETAILS s R-TANK MAINTANANCE PORT DETAILS 11 PAVEMENT SAWCUT DETAILS ITOC6.2 C4 SCALE: C6.2 C4 SCALE: NONE C6.2 C1.1 SCALE: NONE NONE `a A B C D E F , 6 SITE DESCRIPTION CONTROLS EROSION & SEDIMENT CONTROL SPILL PREVENTION 1. Erosion control measures shall be installed per plans and details. Perimeter The following are the material management ractices that will be used to reduce the risk of spills Erosion and Sediment Controls: P P g g p Project Name F.W. Webb Co. Addition Siltation Fencing - Will be installed continuously at slope limits where shown on the controls shall be in place prior to commencement of earth-moving operations. or other accidental exposure of materials and substances to storm water runoff. 293 & 297 Bridge Street lan. Ins ect filter fences week) and after an rainfall events of 0.25" or reater. Salem, Massachusetts P P y y g 2. An area shall be considered stable if one or more of the following has Good Housekeeping - The following practices will be followed onsite during the construction project: TURNER Perform any required repairs immediately. Remove sediments when they accumulate 1/3 occurred: Store only enough product required to do the job Contractor. Green Leaf Construction to 1/2 the height of the fence. Ensure that no damage occurs tro the fence during a) Base course gravels have been installed in areas to be paved All materials stored onsite will be stored in a neat, orderly manner in their appropriate cleanout. Silt fencing shall remain in place until the upslope area is permanently b) A minimum of 85% vegetated growth has been established containers and, if possible, under a roof or other enclosure. Project Description: This project involves the construction of a 7,600 square foot addition to the stabilized. Sediments remaining in place following fence removal :shall be raked into the c) A minimum of 3" of non-erosive material such as stone or tiptop has Products will be kept in their original containers with the original manufacturer's label. F.W. Webb Company's existing warehouse and distribution facility in Salem, MA. The project also existing contour, seeded with a permanent grass seed mix, and mlulched. Cut fence off been installed Substances will not be mixed with one another unless recomende by the manufacturer. includes modifications to an existing asphalt parking lot on an adjacent parcel. The modifications at finish grade when removing to avoid disturbing newly stabilized terrain. d) Erosion control blankets have been properly installed Whenever possible, all of a product will be used up before disposing of the container. will include the establishement of an exterior product storage area, providing loading dock access Sedimentation Barriers - Will be installed perpendicular to anticl�pated sheet flow Manufacturers GROUP to the exTstin butidin for tractor trailers, and creating additional parking spaces for employees recommendations for proper use and disposal will be followed. and visitors. gib xising curb cut to the parcel will be terminated and two new traffic patterns. The barrier will intercept and detain sediments from stalbtilzed construction 3. Areas remaining temporarily unstabilized for a period of more than 14 days The site superintendent will inspect daily to ensure proper use and disposal of materials onsite. entrances exits will be constructed. Anew driveway for forklift traffic will be created to connect entrances, and limited unprotected work areas upslope. Acceptable barrier material shall be temporarily seeded and mulched. / Y Includes composted blends specifically designed to perform as a sediment control measure, Hazardous Products - These practices are used to reduce the risks associated with hazardous the storage area on the adjacent lot to the addition. engineered wattles, and stump grindings obtained during construction clearing activities. 4. Permanent seeding shall occur between April 1 and June 1 and/or between materials: NT The existing building is fled into municipal sewer and water services, as well as natural gas and 9 P g g g g August 15 and October 15. All seeding from September / Products will be kept to original containers unless the are not resealable. ' electrical service and no new connections are required. Stone Check Dams. - Shall be constructed to the lines, grades, and locations shown on 9 g p mber 15 to October 15 shall P 9 Y q 9 be hay mulched and anchored with netting, peg and twine, or tracking. Original labels and material safety data will be retained; they contain important product The H.L. Turner Group Inca Construction Is expected to commence in 2017. the plans or as directed. Remove stone as directed when no longer needed. Stabilize information. with vegetation any sediment which is permitted to remain in place. Inspect weekly and 5. Within three (3) days of final grading in an area that is to o Soil disturbing activities will include: Cuts and fills for establishment of roadway, paved areas, and after every storm event of 0.25" or greater. Repair dams as required to maintain proper wetlands or surface watersadjacent structure, pavement removal, topsoil stockpiling, grading and gravels placement, final paving. working order. Accumulated sediment and debris shall be cleared from the dams when , all exposed soil areas shall be stabilized by seeding to If surplus product must be disposed of, manufacturers' or local and State recommended methods for proper disposal will be followed. 27 Locke ps and mulchingduring the growing season, or if not during the Concord, New Hampshire 03301 g g g g growing season, by t:603.228.1122 1/2 the dam height is reached. Add stone as necessary to maintain correct dam height. mulching with tack or netting or pinned on slopes steeper than 3:1. Product Specific Practices - The following product specific practices will be followed onsite: hiturner.com Construction activities will include: Installing a stabilized construction entronce(s), installation of Check dams shall remain in place until permanent site stabilization is achieved. perimeter and other sediment controls, transport and stockpiling of excavation materials, work Inlet Protection - Inspect devices weekly and after every rainfall event of 0.25" or Petroleum Products - All onsite vehicles will be monitored for leaks and receive regular P 6. Install and stabilize detention basins and swales prior to beginning rough site preventive maintenance to reduce the chance of leakage. Petroleum products will be stored In ARCHITECTS• ENGINEERS*BUILDING SCIENTISTS zone dewatering, foundation excavation, importation and placement of granular materials, building greater. Replace, clean, or remove measures as directed. If the inlet becomes grading. tightly sealed containers that are clearly labeled. Any fuel storage tanks stored onsite shall have a erection, fine grading of paved areas, bituminous paving, and (preparation for temporary and final g P obstructed, clear debris away immediately. Inlet protection shall remain in place until final secondary containment. Any asphalt substances used onsite will be applied in accordance with the seeding. site stabilization is achieved. 7. Roadways shall be stabilized within 72 hours of achieving finished rade. manufacturer's recommendations. Y 9 9 Coefficient: The final coefficient of runoff for the site following this project will be Erosion Control Matting - Shall be installed where shown on the plans or as directed by Fertilizer Management - Fertilizers used will be applied only a the minimum amounts Runoff C 8. Contractor shall loam, seed, and stabilize all cut and fill slopes within 72 recommended by the manufacturer. Once applied, fertilizer will be worked into the soil to limit the Engineer. Matting shall be installed per the manufacturers recommendations hours of achieving final rade. exposure to storm water. Storage will be in a covered shed. The contents of any partially used c=0.90. 9 9 P g Stabilized Construction Entrance - Will be constructed as shown on the plans or as bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. fill Site Area: The entire site area encompasses 1.877 acres; construction will disturb 1.5 acres. directed in the field per the construction details. All traffic exiting the construction area 9. Disturbed areas not In pavement shall receive 6 Inches of loam and seed. Paints - All containers will be tightly sealed and stored when not required for use. Excess lj t shall pass over the stabilized exit. Inspect the construction entrance weekly and after any paint will not be discharged to the storm sewer system but will be properly disposed of according E Soils Types: According to the USDA Soil Survey of Essex Counity, Massachusetts, Southern Pis site storm event of 0.25"'or greater. When the stone surface becomes clogged with 10. The Contractor shall be responsible for implementing erosion control measures to manufacturers' instructions and/or State and local regulations. soils are classified as: Urban Land, defined as excavated, fillead, and made land. USDA so sediments, apply additional stone across the entire entrance. Any sediments tracked onto in order to prevent off-site tracking of earth, sediment and debris. Spill Control Practices - In addition to the practices previously discussed, the following information determined with the NRCS Web Soil Survey, accessard on January 17, 2017. the public thoroughfare shall be removed immediately. Stabilized construction entrance p : P Y g practices will shall be maintained in working order until the site is permanently stabilized. 11. Dust shall be controlled as necessary through the use of water. be followed for spill prevention and cleanup: 13REEN LEARO p Manufacturers' recommended methods for spill cleanup will be clearly posted and site personnel Critical Areas: These areas are subject to potential significant erosion problems: Work Area Dewatering Systems - Will be constructed within the limits of the work area. 12. Soils to be stockpiled for a period of more than 14 days shall be temporarily will be made aware of the procedures and the location of the information and cleanup supplies. t. Stripping pavement Dewatering systems shall be one or multiple applications of the details included herein. seeded and mulched, and surrounded with a filtration barrier at the toe of slope. Materials and equipment necessary for spill cleanup will be kept in the material storage area 2. Cuts and fills No construction runoff shall be directly directed into wetlands, drainage channels, or closed onstte. Equipment and materials will include, but not be limited to, dust pans, mops, rags, •, 3. Driveway construction brooms, drainage systems. 13. All temporary seeding shall use perennial ryes and permanent seeding gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for Name of Receiving Waters: All stormwater runoff from this side flows into North River which Temporary Sedimentation Devices - Will be constructed/installed I to provide for the mixtures and applications shall be per the latest edition of the Mass. Highway this purpose. ultimately outlets to the Atlantic Ocean. interception of sediment-laden discharge from dewatering operatiorns. Standard Specifications for Highways and Bridges, and all supplemental All spills will be cleaned up immediately upon discovery. specifications. The spill area will be kept well ventilated and personnel will wear appropriate protective clothing Contractor's attention is also directed to the contract drawings forr additional temporary to prevent injury from contact with a hazardous subsfiance. 14. Repair, clean, and replace any sediment controls damaged during and/or Spills of toxic or hazardous material will be reported to the appropriate State or local \..V1Y1J<Cf1�lY GENERAL NOTES erosion control measures. after rainfall events. Inspect all sediment controls weekly, and after rainfall government agency, regardless of the spill size. F.W. ��MB Stabilization Practices' events of 0.25" or greater. The spill prevention plan will be adjusted to include measures to prevent this type of spill from COPYRIGHT:THE H.L.TURNER GROUP INC.2017 1. All best management practices contained herein are to be reviewed and monitored by the ' recurring, and how to clean up the spill if there is another. A description of the spill, what caused ©'&ctronicimages ofthese documents maybeused for the purpose of construction superintendent, and shall be in accordance with the latest edition of The Massachusetts -Temporary Stabilization - Topsoil stockpiles, earth berms, arnd disturbed portions of 15. Areas which have been temporarily or permanently seeded shall be mulched P � constru p it, and the cleanup measures taken will also be included. expediting shopdrewingsandcoordinationdrawingsForlhisprojectonly-except De t. of Environmental Protection Stormwater Management Handbtook. The project administrator the site where construction activity temporarily ceases for at leash 14 days will be immediately following seeding. The construction superintendent responsible for day-to-day site operations will be the spill to use them for an other p as excluded by Individual specifications(e.g.Structural steel). k shall be unlawful ot retains the right to modify, terminate, or require additional practflces as required by the site stabilized with temporary seed and mulch during the growing season. The temporary seed y purpose. TheArchitect's rsor ETheArchitets shall bear ar g prevention and cleanup coordinator. He/she will designate other site personnel as required who will appear on any documents that are modified by others. The Architectsharbear will be perennial ryegrass applied at the rate of 30 pounds per acre. Prior to seeding, g P temporary P p p g p P p no responsibility for any modifiicationstothe original documents byothers.• conditions. P rY 9 PP P P 9 16. Following permanent stabilization, tem ora erosion control measures shall be receive spill prevention and cleanup training. The names of responsible spill personnel will be th the soil shall be conditioned with 300 pounds per acre of 10-10-10 fertilizer. After removed and accumulated sediment is to be disposed of in an approved location, posted in the material storage area and in the office trailer onsite. 2. All erosion control measures are to be correctly installed befcDre any demolition, construction, seeding, each area shall be mulched with clean hay or straw mullch, applied at the rate outside of jurisdlcfonal wetlands. dewatering, or water diversion activities are undertaken. All dralinage outlets shall be stable before of 3.2 tons per acre. Outside the growing season stabilize by miuiching with tack or Introducing runoff into the structures and appurtenances. netting and pinning on slopes steeper than 3:1. Erosion control steed shall comply with WINTER CONSTRUCTION NOTES 3. These TEC plans are only applicable for permitting, the estalblishment and maintenance of MADOT M6.03.1 Erosion Seed. permanent Stabilization - Disturbed portions of the site where construction activities GENERAL CONSTRUCTION SEQUENCE NOTES erosion control, sediment control, stormwater management, and tdewatering, associated with TO PROTECT WATER QUALITY DURING COLD WEATHER AND DURING SPRING RUNOFF, THE STABILIZATION TECHNIQUES construction activities for the project, and are not intended for (construction purposes. These have permanently ceased will be stabilized with permanent seed n10 later than 14 days 1Install f SPECIFIED HEREIN SHALL BE EMPLOYED BETWEEN OCTOBER 15 AND MAY 15. . nsasencing, perimeter controls, inlet protection, sediment and washout after the last construction activity. The permanent seed mix, soill conditioning, seeding and drawings are to be utilized prior to and during construction of )the areas designated In this phase mulching shall be in .conformance with M6.03.0 See from the (attest edition of the Mass. basins, and stabilized construction exit prior to start of any earth moving operation; 1. Winter construction shall be conducted such that no more than 1 acre of the site is destabilized at any or sequence of activities. measures are to be maintained until final pavement surfacing and landscaping areas one time. The exposed area should be limited only to those areas in which work will occur during the Highway Standard Specifications for Highways and Bridges, and alli supplemental are established. following 15 days and that can be mulched in one day prior to any snow or rainfall event. Subsequent work 4. Contractor shall coordinate location of staging/stockpile area((s), temporary sedimentation specifications. areas should not be exposed until the previously exposed work area has been fully stabilized. Double rows of measures,' stabilized construction entrance(s), and vehicle washotut area(s) in the field with the 2. Clear all areas to be disturbed by construction. sediment barriers will be placed between any natural resource (wetlands, streams) and the disturbed area. Owner. In all instances they shall be located so as not to constitute a violation of any condition Other Sfao Controls:Area - Perimeter shall be encircled with sediment filltration measures, and rnDuring frozen conditions, erosion control mix berms or stump grinding barriers may be used if silt fence 3. Strip and stockpile loam and excess material to be saved. Sawcut pavement ad installation is not possible. After each day of final grading, the area shall be properly stabilized with outlined herein. 9 9 concrete prior to removal. Stabilize stockpiles as necessary and install sediment flliters anchored hay or straw, or erosion control matting'(see notes 4 and 6 below). All erosion control measures care will be taken to, secure material (see Spill Prevention notes, this sheet). around their perimeters. Refer to erosion notes. shall be in place prior to any thaw or spring melt event. Hauling - Dump trucks importing or removing materials from ithe construction site will INSPECTION ZMAINTENANCE PROCEDURES be covered with a tarpaulin. 4. Excavate for addition. Install underslab utilities, place foundation, and prepare 2. An area is considered exposed until stabilized with gravel base for a road or parking area, pavement, Concrete Trucks - Concrete trucks will conduct washouf and diischarge excess concrete gravels for building slab. vegetation, mulching, erosion control mix, erosion control mats, or riprop. These are the inspection and maintenance practices that will bat Implemented to maintain erosion to a temporary retention basin. Once hardened, the material willl be removed and 5. Rough grade for new asphalt surfaces. Ensure the site is sloped so final gradiing 3. All erosion and sediment control measures Installed for the project should have routine maintenance and KEY PLAN: and sediment controls. Inspections shall be conducted by the construction superintendent and/or disposed of in an approved location. will drain toward existing catch basin inlets. cleaning completed, and should be inspected and repaired as needed in preparation for the construction his/her designee. These Individuals shall be reponsible for insp)ectlons, maintenance, and repair Waste Materials All construction waste materials will be collected and stored in a season. Temporary embankments should be fully vegetated or otherwise stabilized by accepted methods. PROJECT TITLEtADDRESS: s. Construct addition. GREEN LEAF CONSTRUCTION activities, and filling out the Inspection and maintenance report. Repairs and maintenance to covered metal vessel provided by the solid waste management cortnpany contracted for this 4. All proposed vegetated areas that do not exhibit a minimum of 85X vegetative growth by October 15, or erosion control devices shall be executed by the Contractor. project. The container shall be emptied a minimum of twice per week or more often if 7, Place select gravels and fine grade site. which are disturbed after October 15, shall a stabilized b seeding and Installing erosion control blankets on F.W. WEBB CO. ADDITION necessary. No construction waste materials will be buried onsite. All personnel will be Y 9 9 Lass than 100,000 square feet will be denuded at one timte. slopes greater than 3:1, and seeding and placing 3 to 4 tons of mulch per acre, secured with anchored 293 BRIDGE ST. Instructed regarding the correct procedure for waste separation and disposal. Notices 8. Place asphalt, concrete, and loam and seed as indicated on the plans. Install netting, elsewhere. The installation of erosion control blankets or mulch and netting shall not occur over SALEM, MASSACHUSETTS All control measures will be inspected at least once every '7 calendar days or once every 14 stating these practices will be posted In the office trailer and the construction temporary mulch to protect seeded areas. accumulated snow or on frozen ground and shall be completed In advance of thaw or spring melt events. calendar days AND within 24 hours of a storm event of 0.25" of rain or greater. superintendent will be responsible for seeing that these procedurers are followed. 9. Finish an remaining site construction. 5. Installation of anchored hay mulch or erosion control mix shall not occur over snow greater than 1-Inch in MAP 26,LOT 0634 Hazardous Waste: All hazardous waste materials will be disposed) of according to local or y 9 depth. Installation of erosion control blankets shall not occur over snow greater than 1-Inch in depth or on MAP 26,LOT 0635 All measures will be maintained to good working order; relpairs as required will be initiated State regulations or by the manufacturer. Site personnel will be instructed in these ce. 10. Remove silt fence, hay bales, and other temporary erosion control measures after frozen ground. All mulch applied during winter should be anchored. OWN within 24 hours of report. Revisions to the erosion control plarn, if required, must be completed practices and the construction superintendent will be responsible ffor ensuring complian grass is established. Slit fencing is to be cut-off at ground level, so as not to OWNER/APPLICANT within seven (7) calendar days following the inspection. Sanitary Waste: All sanitary waste will be collected from the porttable units by a sanitary destabilize the terrain during removal. If the ground does become destabilized, 6. All stone-covered slopes must be constructed and stabilized by October 15. 295 Bridge Street Associates waste management contractor, licensed In the State of Mossachussetts, as required by local reloom and seed. Perform final site clean-up. c/o FW Webb Co. Sediments will be removed from siltation fencing when ones-third of fence height is obscured, regulations or usage. 7. Stockpiles of soil materials should be mulched for over-winter protection with hay or straw at twice the 160 Middlesex Turnpike 11. Clean all drainage structures, pipes, and sumps of all silt and debris, normal rate or with a four-inch layer of erosion control mix. Mulching should be done within 24 hours of Bedford MA 01730 and/or when bulges develop in the silt fence. Silt fencing will I be inspected regularly for sediment Dust Control - The haul roads and construction site subject to) vehicle traffic and stocking, and re-established prior to any rainfall or snowfall. No soil stockpile should be placed within 100 depths, tears, and securement to support posts and proper anchorage. activities will be treated with water and/or calcium chloride applUcation to restrict blowing 12. This is the Engineer's recommended sequence of construction. The Site feet from any wetland or other water resource area. ISSUE: Nand movement of dust particles. Where construction activity temlpororily ceases for at Contractor is responsible for developing a detailed construction schedule and Stone check dams shall inspected after each runoff event greater than 0.5 inches and on a least 3 days, or where continued treatment is not feasible followiing temporary termination submitting tt to the Engineer and Construction Manager for approval. 8. Frozen materials should be stockpiled separately and in a location that is away from any area needing to PLANNING BOARD REVIEW weakly basis. Correct all damage immediately. If significant erosion occurs between structures, be protected. install a liner bof ehind the check dam as needed or directed tto alllow channel to drain through the stone or other approved material ithat orteof activities, temporary vegetation or mulching will be utilized. accumulated behton of channel. Remove sediment Offsite Vehicle Tracking - A stabilized construction entrance shiall be provided to help 9. All grass-lined ditches and channels should be constructed and stabilized by September 1. All ditches or reduce vehicle tracking of sediments. The paved street adjacent to the site entrance will stone check dam and prevent large flows from carrying sediment over the dam. Replace stones as 9 P 1 swales which do not exhibit a minimum of 85% vegetative growth by October 15, or which are disturbed after needed or directed to maintain the design cross-section of the check dams. Upon completion of be swept daily to remove any excess mud, dirt, or rock tracked from the site. Dump CONSTRUCTION MATERIALS INVENTORY October 15, should be stabilized temporarily with stone or erosion control blankets appropriate for the design construction activity, remove stone and stabilize existing ground,. trucks hauling material from the construction site will be covered] with a tarpaulin. flow conditions, as determined by a Professional Engineer or a Certified Professional in Erosion and Sediment PROD.NO.: 4511 STAMP Non-Storm Water Discharges - It is anticipated that the followrin non-storm water Control (CPESC). If a stone lining is necessary, the contractor may need to regrade the ditch as required to 9 P 9 The following materials are expected to be present onsite during construction: N F M,qs Filter log barriers (geosocks), if used, will be inspected affter each rainfall and daily during discharges will occur from the site during the construction periods: Concrete, petroleum based products, fertilizers, wood, granular fill, metal, paints, provide adequate cross-section after allowing for placement of stone. SCALE: AS NOTED � S,9 9 P 10. All stone-lined ditches and channels must be constructed and stabilized by October 15. li oy extended storm periods. Replace logs where damage or repair• is necessary. Damaged filter logs, -Water from water and drain line flushings solvents, and plastics. P MHM TU J undermining, end run erosion will be repaired promptly. Sedimlent deposits will be removed when -Pavement wash waters (where no spills or lemks of toxic or DESN.BY:11. After November 15, incomplete road or parking areas where work has stopped for the winter season shall ti depths are approximately one-half the log height. hazardous materials have occurred) be protected with o minimum 3-inch layer of crushed gravel (NHDOT 304W941DRAWN BY: MHM The sedimentation basin will be inspected for depth of secdiment, and built-up sediment will be -Equipment wash waters (excluding concrete trruck washouts) .3). 9 �a0 -Uncontaminated groundwater from dewatering excavation I� STEP\ removed when it reaches 10 percent of the design capacity or at the and of the job. The 9 9 Contractor shall Install a visual indicator for accumulated depth of sediment when constructing All non-storm water discharges will be directed to a sediment bcasin prior to discharge. 12. Sediment barriers (filter logs) that are installed during frozen conditions should consist of erosion control CHKDBY: lC�A11:N P 9 mix berms, or continuous contained berms. Silt fences and hay bales should not be installed when frozen basin. conditions prevent proper embedment of these barriers. ISSUE DATE: o5.1e.17 Winter Stabilization: Public rights-of-way adjoining the project area will be inspected daily and maintained in a Over-winter stabilization will be required if any portion of the sitte is not stabilized with REVISIONS condition which will prevent accumulation of tracked or flowing) sediments. Any sediment spilled, pavement, a road gravel base, riprop, or 75% mature vegetation prior to November 15. dropped, washed, or tracked onto public rights-of-way shall bte Immediately removed. Winter construction shall be conducted such that no more tfiam 1 acre of the site is unstabilized at any one time. Double rows of sediment barriers will be placed between Temporary and permanent seeding will be inspected for biers spots, washouts and poor growth. any natural resource (wetlands, streams) and the disturbed area.. During frozen conditions, Sold areas occurring will be reestablished within 14 days. erosion control mix berms or ground stump barriers may be uswd if silt fence installation Temporary sediment devices will be inspected daily during any construction dewatering is not possible. processes. Remove or reconstruct devices when sediment is 5(0X of total volume. Hay and straw mulch shall be applied to unstabilized areas alt a rate of 3 tons per acre and shall be properly anchored. Erosion control mixes shalll be applied with a A maintenance inspection report will be made after each Inspection. minimum 4 inch thickness. Do not spread mulch over snow; rermove snow down to a 1 Inch depth prior to application. After each day of final grading, the area shall be properly stcabilized with anchored hay a or straw, or erosion control matting. I N Maintenance: 106.07.17 PER ZONING&CONCOM REVIEW The inspection and maintenance schedule shall be followed thrroughout the year, with repairs/maintenance performed as required. In the spring, the ccontractor shall inspect all sHEerTmE: stabilized areas, and repair damages and bare spots. TEMPORARY EROSION & Pre-Winter Stabilization Schedule: September 15- All disturbed areas must be seeded and mulchedi SEDIMENT CONTROL All slopes must be stabilized, seeded, and mulchied All vegetated ditches and channels must be stabiilized with NOTES "t mulch or an erosion control blanket. October 1- All disturbed areas to be protected with an annual g;rass must be 3 seeded at a seeding rate of 3 pounds per 10000 sq. ft. and g mulched. November 15- All stone-lined ditches and channels must be comstructed and stabilized. AOPW t Riprap slopes must be constructed. N December 1- All disturbed areas where the growth of vegetafloni fails to be at E' least 3 inches tall or at least 75% of the distturbed soil 'is 0) co covered by vegetation, must be protected for (over-winter conditions. A B C D E F a I FLAP FOLDS OVER TO ENCLOSE GRATE 4"x4" POSTS. DOUBLE NUMBER OF 6' MAX. SPCNG. W/OUT LIFTING STRAPS POSTS IF PONDING IS ANTICIPATED. WIRE SUPPORT FENCE 10' MAX. SPCNG. W/ WIRE - PIPE R GRATE `* SUPPORT FENCE DIA. SILTATION FABRIC FENCE. ATTACH SECURELY TO TURNER 12" 7' UPSTREAM SIDE OF POST. 15" 7� O O O O CLOSURE z • 18 7 24" 7' A 30" 8' C-4EXIST. GROUND AFLOW GROUP .- ; O O O O i ( � N V r V r 1-1 NOTESO O O O : L - - - - -� 1. USE 2"-3" STONE. WOVEN MONORLIMENT The H.L. Turner Group Inc. 2. PLACE STONE OVER GEOTEXTILE. 2 gn -� SILT FENCE, POST 7 Locke Rd. 3. WHEN AREAS UPSTREAM FROM CHECK DAM ARE GRA• DANDY BAG (OR APPROVED EQUAL) Concord, New Hampshire 03301 _ STABILIZED BY VEGETATION, THE SEDIMENT TRAPPED � t:603.228.1122 BEHIND/WITHIN THE DAM SHALL BE RELOCATED TO AN AREA ' hlturner.com j UNDERGOING FINAL GRADING. -i i�i=i O —II— O m ii j=E-i =_ �Ow( �`` ' ARCHITECTS* ENGINEERS•BUILDING SCIENTISTS 4. CHECK DAMS SHALL BE FLATTENED AND GRADED INA (�- PLAN MANNER WHICH PROTECTS THE AREA FROM EROSION AND tI 1= I--1( 4"x6" TRENCH R CHANNEL BLOCKAGE (GEOTEXTILE MUST BE REMOVED). W/ COMPACTED BACKFILL SILT FENCE BARRIER ' 5. THE GEOTEXTILE SHALL BE DISPOSED OF OFFSITE. oil 2 Rill 6. THE AREA CONTRIBUTING TO THE CHECK DAM SHALL NOT NOTES: -�1 EXCEED 10 ACRES. 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE N PONDING EFFICIENCY. 2' NOTES - 2. INSPECT & REPAIR FENCE AFTER EACH STORM EVENT & REMOVE13RIEEW LEAF 1. DANDY BAGO SEDIMENT FILTER BY DANDY SEDIMENT WHEN NECESSARY (9" MAX. RECOMMENDED STORAGE HEIGHT). GEOTEXTILE PRODUCTS, INC 6200 EITERMAN ROAD 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL SECTION A-A DUBLIN, OHIO 43016 NOT CONTRIBUT SEDIMENT OFFSITE & CAN BE PERMANENTLY STABILIZED. PHONE: 800-591-2284 (OR APPROVED EQUAL) 4. DO NOT PLACE SILT FENCE IN STREAMS OR CONCENTRATED FLOW CONDITIONS. 2. REFER TO MANUFACTURER'S 1 TEMPORARY CHECK DAM Q CULVERT INLET 3 CATCH BASIN SEDIMENT FILTER SPECIFICATIONS FOR INSTALLATION AND MAINTENANCE PROCEDURES. 5 'TYPICAL SILT FENCE DETAIL lEC2 C1.1 SCALE: NONE TEC2 C1.1 SCALE: NONE TEC2 C1.1 ;SCALE:- NONE F.W. WEBB COMP ANY COPYRIGHT:THE H.L.TURNER GROUP INC.2017 ©'Electronk Images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only-except as excluded by individual specifications(e.g.Structural stee). 0 shall be unlawful to use them for any other purpose.The Architects or Engineer's seals shall not Notes appear on any documents that are modified by others.The Architect shall tear LENGTH no responsibility for any modifications to the original documents by others.' M 1. Install the DIRTBAG on a slope. It should be placed so the incoming water flows into the bag and will flow through the DIRTBAG and then flow STAKED HAY BALES FILTER OR FILTER LOGS SEWN IN SPOUT off the site without creating more erosion. The neck of the DIRTBAG should be tied off tightly, to EXISTING GROUND _ HIGH STRENGTH STRAPPING stop the water from flowing out of the DIRTBAG, p FOR HOLDING HOSE IN without going through the walls of the bag. To PLACE increase the surface area being used, DIRTBAG may be placed on gravel bed to allow water to flow in N =►I' A 3:1 N 2:1 A all directions. EMBED 4" V 1 SLOPE —WATER FLOW 2 (2:1 MAX. FROM PUMP 2. The DIRTBAG is considered full and should be disposed, when it is impractical for the bag to filter SECTION A—A the sediment out at a reasonable flow rate and 3:1 2:1 BAG PLACED ON HIGH STRENGTH DOUBLE PUMP DISCHARGE HOSE should be replaced with a new DIRTBAG. NOTE: AGGREGATE OR STRAW STITCHED "J" TYPE SEAMS LOCATION OF BASIN TO BE FIELD LOCATED. 3. Dispose of product by removing from site to a SITE SHALL NOT ABUT SURFACE WATERS, WETLANDS, OPENING TO ACCOMODATE UP proper disposal area. OR PRIVATE PROPERTIES. CONSULT W/ ENGINEER TO 4" DISCHARGE HOSE KEY PLAN: TO PROPERLY LOCATE BASIN. ' N NON WOVEN GEOTEXTILE FABRIC PROJECT TITLE I ADDRESS: CLEAN CRUSHED STONE GREEN LEAF CONSTRUCTION F.W. WEBB CO. ADDITION • 293 BRIDGE ST. �--� SALEM, MASSACHUSETTS .,� �,-.� - ''�c �`�-'r \ \ \ \ MAP 26 LOT 0634 � //'*,//\�/\'%\��'''��/\�/\//\,''\�/\moi'\/\%\�%\��/ ,!/�/\�\�/'�,.�/\�'` ;/�//'�//�•/��//��\�//� MAP 26 LOT 0635 OWNERIAPPLICANT UNDISTURBED SOIL 295 Bridge Street Associates s CONCRETE TRUCK WASHOUT BASIN 11 PUMPED—SILT CONTROL SYSTEM c/o FW Webb Co. 160 Middlesex Tumpike C2 C1.1 SCALE: NONE TEC2 C1.1 SCALE: NONE Bedford,MA 01730 ussUE: N PLANNING BOARD REVIEW 50' MIN 18" MIN. EXIST. 2" DIA. EXIST. �� GROUND STONE 2� OR GREATER 6 MIN. p�T• HAYBALE (~� '—`I I R'ROJ.NO.: 4511 STAMP � ° `° � F BARRIER -=i C` ° 0 0 asNOTeD GEOTEXTILE PROFILE DIVERSION RIDGE , , �� D c SCALE: FILTER CLOTH REQ'D. WHERE GRADE EXCEEDS 2% 12' N Oyu CU °C mESN.BY: MHM J [VI rn - 2"-3"0 STONE SIZE MHM '9 399410 h 5iO' MIN BOT. � �% ,� ;�,i G G ° P / DRAWN BY: � ; � (CHKDBY: NAIL ISSUE DATE: 05.18.17 20' R ovERFtOwR' ' + ,✓ �® DRAINAGE WAY SECTION '✓ REVISIONS GEOTE3CTILE/ , ; GEOTEXTIL)=-•,Ig - NED'blTCfi,// GEOTEXTILE ENVELOPE 'LINED ,btTCM ;. ! MIRAFl 140N OR w EQ. A TOE OF C3 y. 2 Q0 o a0. a o 2"-3" CO RS3E n � SLOPE /�A / �� ° p C a � °0 00: =o- AGGREGATE, IMIN. 6 �` / r 1 �° all o o ° o a THICK. / d c ©. o C a O / STONE LINED N J °� °� a \ N `D°0 °r c p� CQ) ° PLAN TOP OF SLOPE — • 1 II�I i I��( ��r�.•I�t 7i a DIVERSION ! DRAINAGE WAY PROFILE co NOTES: RIDGE DISCHAkRGE OUTLET HAYBALES FROM I DEWATERING PUMP r '; 1 06.07.17 PER ZONING$CONCOM REVIEW N 1. ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREWENT TRACKING OR co FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, OUTLET °`9 °° REPAIR, &/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMEr:NT. EXIST. SHEET TITLE: A L B 1 , -- ;°. TEMPORARY EROSION & LU 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANVCE ONTO PUBLIC SEDIMENT CONTROL N A ° DETAILS RIGHT-OF-WAY. ��-' L = THE DISTANCE SUCH THAT THE " " 77 ELEV. A = ELEV. B. , 3. WHEN WASHING IS REQ'D., IT SHALL BE DONE ON AN AREA STABIULIZED W/ CRUSHED GEO)TEXTILE �� CHECK DAM SPACING STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMECNT BASIN. FILTTER CLOTH 0 4. USE SANDBAGS, STRAW BALES, OR OTHER APPROVED METHODS T(O CHANNELIZE RUNOFF TO BASIN AS REQ'D. 8, NOTE: m NTO CHANNEL IF REQUIRED, LOCATION OF BASIN TO BE BANKS AND EXTEND KEY STONE I IT BEYOND THE FIELD LOCATED. CONSULT W/ ENGINEER 19 STONE CHECK DAM ABUTMENTS A MINIMUM OF 18" TO N �15STABILIZED CONSTRUCTION ENTRY 17 TEWPORARY SEDIMENTATION BASIN TO PROPERLY LOCATE BASIN. PREVENT FLOW AROUND DAM. @• TEC2 C1.1 SCALE: NONE TEC2 C1.1 SCALLE: NONE TEC2 C1.1 SCALE: NONE 7/7 J A B C D E F a I i