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1-3 E. Collins Civil Plans (1) L.. a FORz yveo sr � �T � N O Jo = w (n ' o N z z Q' w 0Jco < LLI w w o Lit I w p co m SUBJECT z z m .. Of PARCEL ♦ il, LZUO -W �_-- MARC PLANTERS ST V z U) a C� w HST w m � W� AT = - W WCrLL .. BUR SIDE Sr v ' w X co 'd co 4� w0 m �ST cn V z cn W z O zz ` � Ja SALEM, SSACHUSETTSLA THROP ST W Y ST i U cv BEACON CO ANT ST CON ST (ASSESSOR'S 2 PEARL ST BARTON ST sEjTs �. \ LOCUS MAP o SCALE: 1"=500'f YSCHEDULE OF PLAN SET o/ DRAWINGS, \ C-1 COVER SHEET C-2 EXISTING CONDITIONS PLAN � APPLICANT:C-3 EROSION CONTROL & SITE PREPARATION PLAN if U 00 cy) - NEW VIEW ADDICTION REHABILITATION & < J o 0 C-4 SITE LAYOUT PLAN - �� 0 o " EAST COLLINS STREET EDUCATION CENTER, INC. z N C-5 GRADING, DRAINAGE & UTILITY PLAN 1 -3 EAST COLLINS STREET m m °° Q J \ o �' SALEM, M A 01970 Z Y o L-1 LANDSCAPE PLAN ,_ 0 � J .. w Q L 2 PHOTOMETRIC PLAN �. ....: °:.: :� :�.:...;.: ,� o o Q a_ o .. f � � RECORD OWNER* C-6 CONSTRUCTION DETAILS I ---- =- MARK P. CLIFFORD C-7 CONSTRUCTION `� DETAILS II o 176 LAKE STREET o o C-8 SITE CONTEXT PLAN MIDDLETON, MA 01949 PROPOSED En _Z ESSEX REGISTRY W �STRY OF DEEDS BOOK 37343, PAGE 494 } 3—STORY BUILDING _ w z Z z m _... 0 N o CIVIL ENGINEER Q LAND SURVEYOR: m #1-3 EAST � � � ABBREVIATIONS: COLLINS STREET _ z m Q w MAP 36 LOT 277 THE MORIN-CAMERON GROUP INC. o AC AIR CONDITIONING UNIT , > � m > m w R o w Z AREA=41,74st S.F. 66 ELM STREET � -� Z - ACR ACCESSIBLE CURB RAMP � v w - AVE AVERAGE � a z DANVERS, MA 01923 0 o Z Z BC BOTTOM OF CURB ; m a BCC BITUMINOUS CONCRETE CURB ups PHONE: 978-777-8 BDRM BEDROOM ,,E..;:;,P 586 ¢ o v w BH BULK HEAD J .� w BIT BITUMINOUS M cn BK BOOK BUILDING ARCHITECT: o " BM BENCHMARK z BOL BOLLARD PROPOSED PARKING LOT ` RED BARN ARCHITECTURE BTM BOTTOM BVW BORDERING VEGETATED WETLAND 84 HIGH STREET CB CATCH BASIN CBDH CONCRETE BOUND DRILL HOLE ' IPSWICH, MA 01938 3 • CCB CAP 3: -E COD BERM E PHONE. 97 8 595 676 4 CLDI CEMENT-LINED DUCTILE IRONY - CLF CHAIN-LINK FENCE p CONC CONCRETE D DEPTH ENVIRONMENTAL CONSULTANT: M,�,.-'� ....�.��`-�•.• • ` • ... ��'...3`i j ice..% ` /t t t f t i < • �•k k k k k k k k kk kk kk kk �k rI .�• It ft t 2DI DUCTILE IRON LEC ENVIRONMENTAL CONSULTANTS, INC.DIAMETER ~ _U LdDMH DRAIN MANHOLE 380 LO WELL STREET � � M L ij =E EAST k k k k k k NEHH ELECTRIC HAND HOLE k c k k k WAKEFIELD, MA 01880 ) V) W c c W ELEC ELECTRIC e k � ELEV/EL ELEVATION s c c k k PHONE: - _ � �Zw 2 k k k k k k k k k k k k k k k k k k k k; i z U 0 1 1 EP/EOP EDGE OF PAVEMENT CL � WZ U EXIST EXISTING k L_.�...-� k k k k k k k k k k k k k k k k( � Q FF FIRST FLOOR k k k k k k k k k k k k k k k ki ` / FG FINISH GRADE 1. _ _ _ \ � � � a :zk k k I�...Jy w ~ O FND FOUND \� \ k k k k k k k k k! i Ljj o m m GAR GARAGE �• k 777 ` !^ � w Q GEN GENERAL �'\ w Q 0 U GLFA GROSS LEASABLE FLOOR AREA �� k k k k k k Q LEI Q W Q •�k k k k k� Q ��' J %k k k k •� •� z i� w U PLAN GENERAL NOTE: SCALE: 1" = 30' THESE PLANS ARE PREPARED FOR OUR CLIENTS USE ONLY FOR THE SPECIFIC PURPOSE Z OF OBTAINING PERMITS AND LOCAL APPROVALS, AND ARE NOT TO BE USED OR RELIED SITE REDEN/ELOPMENT PT fANS NEW VIEW ADDICTION REHABILITATION & EDUCATION CENTER INC 13 EAST COLLINS STREET 0 15 30 60 UPON AS A CONSTRUCTION DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF THE MORIN-CAMERON GROUP, INC. U Q 0 PROJ. #3500.A #Z-4 tAbl LULLINb tiliNtitl mmr JO, LUI Ll+/- N/F MAP 36, LOT 246 N/F TIMOTHY M. CONNELL GENERAL NOTES: CONNELL FAMILY IRREVOCABLE #6 EAST COLLINS STREET TRUST MAP 36, LOT 491 CID #8 EAST COLLINS STREET 1 THIS PLAN IS PREPARED FOR OUR CLIENTS USE ONLY FOR THE SPECIFIC PURPOSE OF OBTAINING MAP 36, LOT 249 PERMITS AND LOCAL APPROVALS, AND IS NOT TO BE USED OR RELIED UPON AS A D I(i A P F S:_V,,,Tt'E R........... N/F CONSTRUCTION DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF 1"A"INT M NG ARKi CHELSEA BEVERLY & THE MORIN-CAMERON GROUP, INC. CB R 1 KA JONATHAN JOSHUA BURKE z II 1,92 #25 PLANTERS STREET V-,iiz 2. EXISTING CONDITIONS COMPILED FROM A PLAN TITLED "PLAN OF LAND SHOWING EXISTING MAP 36, LOT 243 0 W PAVED SIDEWAI_1�OtV OH W 0;O. i � � o V COND11IONS TO ACCOMPANY A CONSERVATION COMMISSION NOTICE OF INTENT APPLICATION AS f-121.4 w- D ................. z Z U) CN 0 PREPARED BY PATROWICZ LAND'DEVELOPMENT ENGINEERING AND FIELD VERIFIED BY THE z z LmLj ......... ........ MORIN—CAMERON GROUP, INC. THE PROPERTY BOUNDARY SHOWN HEREON WAS DETERMINED BYso < C o T-L-LN --S-To ---E---TG — co < W w WA TER THE MORIN-CAMERON GROUP, INC. w 8.'__. CL w 0 eml 3. ABUTTER INFORMATION OBTAINED FROM THE CITY OF SALEM ASSESSORS AND GIS DATABASES. " V C z U) 12 < S s s s w eA N/F G DWI G G 4. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE zzm .. IM=8.7z KIM B. SURLES DETERMINED IN THE FIELD. BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, D #27 PLANTERS STREET 0 < t.�A cpl D D D Wco GRADING, PAVEMENT RESTORATION, REPAVING OR OTHER CONSTRUCTION, ALL UTILITY COMPANIES VGC ` RCP D .0. 1 MAP 36, LOT 244 > Z> __vc MUST BE NOTIFIED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. SEE Z <4 W PAVED SIDFWAl '/ u a3 CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. CALL -DIG SAFE- AT 1-888-344-7233. THE X 0 ob 9 .50' MORIN-CAMERON GROUP, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A v C/) w cr > RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE BIT. (C 0 N C. L A • il�,��;!�!�:� w pi� g ( � � --' -- �, � 4� 00 APPROPRIATE UTILITY COMPANIES AND ENGINEERING DEPARTMENTS MUST BE CONSULTED. PAVED AREA w nB ro z ch ad ro-p RIM=7.8 \ o z v_5. BY EXAMINATION OF THE CURRENTLY APPLICABLE FEMA FLOOD MAP THIS PROPERTY LIES WITHIN 10, Z w A ZONE AE (EL=10) AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. < 7 N/F 25009CO417G WHICH BEARS AN EFFECTIVE DATE OF JULY 16, 2014. 1-1 -,v PAUL B. & C HILARY L. LINIHAN 6. WETLAND RESOURCE AREAS WERE IDENTIFIED AND FLAGGED BY LEC ENVIRONMENTAL #29 PLANTERS STREET CONSULTANTS, INC ON MAY 21, 2019 AND LOCATED IN THE FIELD BY THE MORIN-CAMERON pi MAP 36, LOT 245 lolo GROUP, INC. THE TOP OF COASTAL BANK SHOWN HEREON IS BASED ON TOPOGRAPHY AND Z 010 LOCATION OF FEMA BASE FLOOD ELEVATION USING MASSDEP POLICY #92-1. EXISTING ONE-STORY BUILDING ��35ETTS (FOOTPRINT AREA=5,240 SF±) loo, I;F co 100' BUFFER ZONE TO :T Z O N I N G MATRIX 0 TOP OF COASTAL BANK ft*-" T:5( #1-3 EAST C) 11Z� COLLINS STREET OH w- RESIDENTIAL ONE MAP 36, LOT 277 Y. 0,1 vi, If INOO FAMILY AREA=41,746± S.F. 1, .9 Po OH N/F wn CHARLES E. & 0,6 SETBACK REQUIRED MARY E. KNIGHT SON #5 EAST COLLINS STREET 44 ;&10 MIN. LOT AREA 15,000 SF MAP 36, LOT 278 MIN. LOT AREA PER UNIT 15,000 SF N APPROX LOCATION 10 C) WIDE GAS EASEMENT MIN. LOT FRONTAGE 100 FT PATIO (PLBK 447PLAN 77) CL 0cy)C) CL C)MIN. LOT WIDTH 100 FT CL 04 C 0 -9 MAX. LOT COVERAGE 30% m 0 m 0 cq MIN. OPEN SPACE - m cn >- m M < _j M MIN. FRONT YARD DEPTH 15 FT m D BIT, CONC Uj 00 [SIT. C 0 N(_N�. FAVEMENT ild Li MIN. SIDE YARD WIDTH 10 FT PAVEMENT 0 L_ C-5 _1 Fn < uj 0- < Of m m 0 Q 01 MIN. REAR YARD DEPTH 30 FT MAX. BUILDING HEIGHT 35 FT CB RIML-:6.26 MAX. BUILDING STORIES 2.5 Lo m c) 0 < MIN. BUILDING SEPARATION 40 FT 4z, 4z <:� 4z N/F C) 0 911 a NEW ENGLAND POWER Co. MAP 36, LOT 234 >; uj 0 to m 27.00 0 LLI M 0 0 C) < SM4- N/F to V (n m ce- L k. L SM3 ;4, m < a- GLEN A. & 0 Lu k 00- > F= M >: m CAROL A. MAYNARD A- TOP OF COASTAL 0- C.D LLJ 0 UJ #51 OS GOOD STREET X _j = BANK w V_ U < W U) v S!017?�, MAP 36, LOT 273 'SM2 d 0 M 0 CD o u- 0 Lu k iL SALT MARSH L/ 9 0 k, 'N < 0 0 uj (GRASSES) L _j _j W CL k. Ll Lu v) ci C D\663 _H ki = L/ L/ ` �a, !`,.-, ` L L SM8 'COITAL L/ sm,22 04c CD1k NOUNt, 23111 L/ L/ k k - (SANDY}-Ar cp\ jS�211 SALT MARSH sm _.L2t A C67'*— (GRASSES) APPROX. OFF-SITE z: D 4ryli SM9t�\� •'� '� `` _ _ WETLAND BOUNDARY 0 bD F smiuk < • L/ c u Lij CH. 91 WATER DEPENDENT USE ZONE (WDUZ) CD� D13 L-Li Iv 000 CALCULATED AS FOLLOWS \\-COASTAL DUN AVERAGE DISTANCE FROM MHW TO LANDWARD LOT LINE=243.2' (SANDY) 1_1F_ m r- LLJ W sm V)%S18WDUZ LINE=0.25 X AVG. DISTANCE FROM MHW TO LANDWARD LOT LINE . . \1 V) =60.8' OFFSET MEASURED FROM MHW */ N. LLJ LLJ CD3 V_ --------- ..,-,-�SM24\ CD10 m yy ry L/ COASTAL BEACH CD12 o COASTAL BEACH � J a- V) C) (SANDY BEACH) 116111111-�� < CD2 215.53 0 Mtn (SANDY 7 j < :z C:) SALT MARSH > 0 a- (GRASSES) w L0 4p%m V) L.Li Ld M r"11 IX < Lij V) LLJ CH. 91 FACILITY OF PUBLIC Ljj C�d ACCOMODATION (FPA) N/F CALCULATED AS FOLLOWS Lij NEW ENGLAND POWER CO. FPA LINE=100' OFFSET V) MAP 36, LOT 234 MEASURED FROM MHW ............ . ...... MEAN HIGH WATER (ELEV=4.3) 4-- V) c1q APPROX LOCATION 10' C OL L INS Co vF ~�-.�... �., �y Z O Z v WIDE GAS EASEMENT PLAN F= P= SCALE: 1 20' C3 (PL BK 447 PLAN 77) REVERE Y HARBOR) uj 0 10 40 Lu S141 — "oo,� PROJ. #3500.A --------------------- N/F PATRICIA A. PARADY SCOTT TRUHART 23 PLANTERS STREET #2-4 EAST COLLINS STREET MAP 36, LOT 242 CONSTRUCTION SEQUENCE: N/F MAP 36, LOT 246 SEWER LOCATION AS MARKED BY DIGSAFE. N/F TIMOTHY M. CONNELL EXIST. GAS SERVICE CUT AND CONFIRM LOCATION IN FIELD. TO' PREVENT EXCESSIVE EROSION AND SILTING, THE FOLLOWING CONSTRUCTION CONNELL FAMILY IRREVOCABLE #6 EAST COLLINS STREET CAPPED IN COORDINATION -;S� SEQUENCE COUPLED WITH OTHER WIDELY ACCEPTED PRINCIPLES FOR REDUCING TRUST MAP 36, LOT 491 WITH NATIONAL GRID \01� EROSION AND SEDIMENTATION SHALL BE IMPLEMENTED IN THE DEVELOPMENT OF 2" SQ. WOOD #8 EAST COLLINS STREET I o CONTRACTOR TO CONFIRM EXIST. SEWER WRAP ATTACHMENT CORD MAP 36, LOT 249 1 / A I " \, � THE SITE. POST 6' O.C. SERVICE LOCATION AND ABANDON AT MAIN AROUND POST TWICE CUT AND CAP EXIST. FIRE SERVICE AT U) (PLUG IN MANHOLE OR CUT AND CAP) 1. THE CONTRACTOR SHALL COORDINATE A PRE-CONSTRUCTION MEETING AT PROPERTY LINE (TO BE RE USED, '. z e COORDINATE WITH SALEM DPW)- CB— kf) CHELSEA BEVERLY & LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY WITH THE OWNER Z U) o JONATHAN JOSHUA BURKEANGLE WOOD v Rim= A (OWNER'S REPRESENTATIVE), PLANNING DEPARTMENT REPRESENTAlIVE AND- - Z #25 PLANTERS STREET G SAf:A�- w POST SLIGHTLY ANY OTHER INTERESTED CITY DEPARTMENT REPRESENTATIVES. 7% MAP 36, LOT 243 a) z CN o UP SLOPE PAVED SIDEWALK z z �2 W= oe 0 .......... ...................................... Hw '11 2. STABILIZATION PRACTICES FOR EROSION AND SEDIMENT CONTROL SHALL BE 0 C/) < lk� INSTALLED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. PLACE G ............ "j) _j Lu EE c�o—"'Ll N---S------S—T R—E--E-T--- cp EROSION CONTROLS AT LOCATIONS INDICATED ON THE SITE DEVELOPMENT < W cm/) 0 F N ..s T _.c........... ........... WA` w w 10 x PLANS. w cn:, SAWCUT PAVEMENT SACK a _j c<n Z Z m OFF EXIST. CURB VC RE.MOVE AND,-S-TACK s ----- tp- DOWN SLOPE ......................... Q: .. s 102 3. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE. c c ------ ----------- N/F VG DMIll 0 C6 (20 LP !.1 mw ss .. ......... > >KIM B. SURLES 4. IN PREPARING TO REMOVE MATERIALS FROM THE WORK AREA ON THE SITE, D D #27 PLANTERS STREET z u) :k 4 RitA-8.3 Di W D 0 CAREFUL CONSIDERATION SHOULD BE MADE TO THE EXTENT OF DISTURBANCE r, fe� - 12 D 0 1711 MAP 36, LOT 244 BURY FABRIC 6" MIN. IN GROUND. SO AS NOT TO DISTURB MORE OF THE SITE THAN WHAT IS INTENDED TO BE u . .I I I I w k,_ IMMEDIATELY DEVELOPED AND RE-STABILIZED.DO NOT PUT SPOIL ON WETLAND PAVED SIDEWALK E\ . ...... M'i cr > -344- SIDE OF FENCE. UJ M U*) 00 SAWCUT PAVEMENT w 5 m PLANT D 5. LOAM AND TOP SOIL EXCAVATED FROM THE WORK AREA SHALL BE STOCK Z U) _j C? BIT. CONC uj ALONG 1'FENC E NOTE: PILED AT A LOCATION TO BE DETERMINED BY THE SITE CONTRACTOR. IF 7 R NOTES IPAVED AREA Oco cb UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE MATERIALS ARE STOCKPILED ON THE SITE WHERE THEY WILL NOT INTERFERE z Z 1. SILT FENCE TO BE INSTALLED AROUND LIMIT OF VEMIENT _7 BASED UPON VISIBLE ABOVE GROUND UTILITIES AND WITH CONSTRUCTION ACTIVITIES, THEY SHALL BE LOCATED SO AS TO MINIMIZE w Ktmu WORK TO PREVENT OFFSITE MIGRATION OF 'TO B VE0 CUT AND CAP EXIST. DOMESTIC RECORD INFORMATION OF BELOW GROUND UTILITIES FENCE ALONG THE POTENTIAL FOR EROSION INTO EXISTING DRAINAGE INFRASTRUCTURE OR SEDIMENT DURING CONSTRUCTION. i AND ARE APPROXIMATE ONLY. CONTRACTOR IS PROPERTY LINE i WATER SERVICE AT MAIN N/F RESPONSIBLE FOR TAKING ALL NECESSARY WETLAND RESOURCE AREAS. STOCKPILES SHALL BE STABILIZED WITH TO REMAIN 7777 / / PAUL B. & PRECAUTIONS BEFORE BEGINNING ANY EXCAVATION. HAYBALES, SILT FENCING OR EQUIVALENT. STOCKPILES LEFT FOR GREATER STABILIZED HILARY L. LINIHAN THAN 14 DAYS SHALL BE SEEDED WITH AN EROSION CONTROL MIX. #29 PLANTERS STREET CONSTRUCTION _/7 all- \ �? MAP 36, LOT 245 ENTRANCE 6. REMOVAL OF ALL DEBRIS OR MATERIAL FROM THE WORK AREA SHALL BE SILT FEN CE REMOVE UTILITY POLE PRIOR TO DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL • (NOT TO SCALE) BUILDING CONSTRUCTION REGULATIONS UNDER THE OVERSIGHT OF A LICENSED SITE PROFESSIONAL �E--TTS & A EXISTING ONE—STORY BUILDING (FOOTPRINT AREA=5,240 SF±) (COORDINATE WITH NATIONAL GRID) (LSP) HIRED BY THE OWNER IF APPLICABLE. M TO BE RAZED) \ . PROP. MULCH, 100' BUFFER ZONE TO 940--ft IV-10 *11� \\ SOCK TOP OF COASTAL BANK ft-ft;ft \ ti V I C) min CD #1-3 EAST ott4 w .00, COLLINS STREET 01-i liv 0, CATCH BASIN GRATE MAP 36, LOT 277 looe OH 1 -_L)�GIE N N/F 'joloo, AREA=41,746± S.F. 0,6 -A,, CHARLES E. & 0,47�- ow CATCH BASIN GRATE STAKE ON 10 MARY E. KNIGHTt ` 0 LINEAL SPACING doo #5 EAST COLLINS STREET Z 1-T71 44 ;&�01 CATCH BASIN SILT SACK SILT SACK MAP 36, LOT 278 0 8. UPSLOPE 0 cn EXIST. PATIO TO APPROX LOCATION 10 �4 A. d J J v o C)_77/ BE REMOVED PATIO WIDE GAS EASEMENT ATIO CN CL (PLBK 447PLAN 77) 0 WATER FLOW OT EXPANSION 04 DOWNSLOPE EXIST. FENCE m cn REBAR FOR RESTRAINT m m < -i WORK AREA AREA TO BE FO BE REMOVED EXISTING PAVEMENT A A A BAG REMOVAL m STAKE ON 10' uj PROTECTED TO BE REMOVED LINEAL SPACING �d 0 LLJ BIT. CONC. (n < ui Q_ < EXIST. CATCH BASIN TO BE BIT. CONIC. Q_ 0 PLAN < PAVEMENT SECTION REMOVED (PUMP, CAP EXIST. PAVEMENT I -T-2:4 I PIPE, CRUSH AND BACKFILL) USE PROPOSED 'SEDIMENT FOREBAY NOTES: cn M m 0) FILTREXX SILTSOXX PLAN MEW DURING CONSTRUCTION 'AND-CLEAN.- A, 1. INSTALL SILT SACKS IN EXISTING CATCH BASINS. INSTALL SILT SACKS IN CB N n;, .. LL AC. 'UM UILATED! SEDIMENT PRIOR SAWCUT PAVEMENT U-) cn C) 0 REMOVE 30-LF OF EXIST. R I M NEW CATCH BASINS AFTER INSTALLATION. 4z 4z� 4z 2-FT TALL RAILROAD TIE WALL f /70" FINAL!LOAM AND SEED ALONG PROPERTY LINE 2. GRATES TO BE PLACED OVER SILT SACKS. co o a C) f 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM 2" X 2" WOODEN STAKE OR EM N/F EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED WHEN CEMENT BLOCK ON PAVEMENT NEW ENGLAND POWER CO. DEPTH OF SEDIMENT IS WITHIN 6" OF GRATE. ui 0 It o:: En 11111-1891 1+ NNW MAP 36, LOT 234 Ln V) FILTRXX SILT SOXX (12 LIMIT OF � r ` 0" TYPICAL) OR EQUAL . ...... WORK. 0 C:) < i SILT SACK SEDIMENT TRAP 0 .00�., 10 A NOT TO SCALE WORK AREA AREA TO BE PROTECTED m 0 " a hNiAluly u 0 M F PROP. SILT V_ 70 SM3 L E 14 >: Lj C-D FENCE ui m GLEN A. & = _j =c CAROL A. MAYNARD /12 v V TOP OF COASTAL uj _n, STAL 0 M = ui #51 OSGOOD STREET lool BANK VlTe, M 0 < U-1 Lu 0 CL -AiM2 SM7 , k MAP 36, LOT 273 Uzi L uj "A L; z BERM OR SWALE AS NEEDED :z it cm U.1 EXIST. VEGETATED BERM F= cr) L/ L/ UaN ell, C3 0 w k ��TO PREVENT RUNOFF FROM Ld IV_ TO BE PROTECTED 00 0 .. .. .. 0 DISCHARGING FROM THE SITE SALT MARSH FILTREXX SILTSOXX SECTION V_ U�. (GRASSES) MAINTAIN EXIST. CONSTRUCT PROPOSED INFILTRATION BASIN, ADD --- __1 I \ 9\ 6" LOAM AND SEED PER LANDSCAPE PLAN C-4 n -.4- k ACCESS PATH,, L/ (A L V L TO SHORELINE E V_ CD6 (ENSURE FULL ESTABLISHMENT OF VEGETATION 61 PRIOR TO INTRODUCING STORMWATER RUNOFF) MULCH SOCK )2�;L (N.T.S.) \L SM8� NC(iX$TALo \ `` �/ Q SM22 CD14 sm L/ 23 //=/ "__ &>_ ED 60' OF 2"-491 L 4 v (SANDY} ;z V_ V_ Ll Y) 0 COARSE < AGGREGATE z: m 0 21 L/ SM20 (GRASSES) PROP. SILT FENCE �4, 0 S� ,4- r-= C'D7�4' SALT MARSH ;& ;> 0 D4t Ld \r, -.4- m L AT LIMIT OF WORK APPROX. OFF-SITE F— HAYBALE smg < V. A-Y xy Y�y X_y 7_7 Ky Ty ��y xy ___l X WETLAND BOUNDARY uj 1117-511771117 11771177717711 LLJ co- SM101 _j �,! a,.�, �,,,;;,,,r;; ,/,;;,,; , CD8 Lij L k. 1_1 m CH. 91 WATER DEPENDENT USE ZONE (WDUZ) rll uj < ry te .oi CDl a CD� L j,� En -4 V) Llj CALCULATED AS FOLLOWS \—COASTAL DUN �l \.L #,. I\ u < V) C AVERAGE DISTANCE FROM MHW TO LANDWARD LOT LINE=243.2' (SANDY) • F— :D V) 'ASMIB HEAVY DUTY UJ 0 LiJ F— WDUZ LINE=0.25 X AVG. DISTANCE FROM MHW TO LANDWARD LOT LINE GEOTEXTILE FABRIC --j 2: 6� Cl:f M =60.8' OFFSET MEASURED FROM MHW M 6u 0 UJI CD31 �,-�S!012�\ CD10 CL to LL_ < SLOPE TO DRAIN S q- V) C) ANCHOR k V_ \, I z, I-- RUNOFF INTO 16' 0 o < V) 11 SETTLEMENT BASIN COASTAL BEACH smiz CD12 (2 ANCHORS I —j < o CD2 (SANDY BEACH) V, COASTAL BEACH UJ PER BALE) (SANDY BEACH) 0 :2 a- - F_ PLAN PROFILE (n SALT MARSH V) V) (GRASSES) < LU8 W 1.5'± LLJ V) < --I CD1 N11 CONSTRUCTION ENTRANCE SPECIFICATIONS FOR: 1. STONE FOR STABILIZATION CONSTRUCTION ENTRANCE SHALL BE 2-4" STONE. ui rn < .-a - I 1_�'/ w LLJ LLJ PLAN 2. THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 40 FEET. A 3. THE WIDTH OF THE ENTRANCE SHALL BE NO LESS THAN THE WIDTH OF THE INGRESS OR EGRESS ANCHOR DRIVE, OR 16 FEET, WHICHEVER IS GREATER. ui HAYBALE CH. 91 FACILITY OF PUBLIC 4. GEOTEX11LE FILTER FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. ACCOMODATION (FPA) 5. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARDS THE CONSTRUCTION ENTRANCE V) w FLOW ------------- 411 BASIN N/F CALCULATED AS FOLLOWS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A BERM WITH MINIMUM 1 z: NEW ENGLAND POWER CO. FPA LINE=100' OFFSET TO 5 SLOPES THAT CAN BE CROSSED BY VEHICLES CAN BE SUBSTITUTED. — — ------- . ............ MAP 36, LOT 234 MEASURED FROM MHW 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR _MEAN HIGH WATER (ELEV=4.,3) FLOWING OF SEDIMENT ONTO RIGHTS OF WAY. BACKFILL THIS MAY REQUIRE PERIODIC TOPDRESSING WITH -------- ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. SEDIMENT SPILLED, WASHED OR TRACKED ONTO THE RIGHT OF WAY MUST u SECTION . .. .......... . BE REMOVED IMMEDIATELY. DE—WATERING BASIN STABILIZED CONSTRUCTION ENTRANCE DETAIL cn 0 NOT TO SCALE NOT TO SCALE NOTE: /" _,� ..� _. . .,.__ ... . ...� _._ -� ~ -- _� .�_ _ .. ,�,. �� Z ANCHORS SHALL BE REBAR, STEEL PICKETS, OR 1- X 1- STAKES, AND SHALL BE LONG ENOUGH TO EXTEND AT LEAST 1.5 TO 2.0 FEET INTO THE GROUND WHEN THE TOP IS FLUSH WITH THE BALE. — APPROX LOCATION 10 PLAN V) j w WIDE GAS EASEMENT COLLINS CO VF 0 < CL c5 __1 --- \_1 SCALE: 1" 20' 05 W :z (PL BK 447 PLAN 77) BE VERL Y HARBOR) W 0 CL 40 AN 0.� PROD. #3500.A #L-4 tAJ I UULLINJ J I Kit I \` mmr JO, LU i L fl- N/F MAP 36, LOT 246 \ N/F TIMOTHY M. CONNELL \ CONNELL FAMILY IRREVOCABLE #6 EAST COLLINS STREET PROP. CURB RAMP AND TRUST MAP 36, LOT 491 \ CROSSWALK STRIPING PARKING TABLE #8 EAST COLLINS STREET \ MAP 36, LOT 249 / \ USE REQUIRED N/F MEDICAL CLINIC: THREE (3) SPACES PER 3 PROFESSIONAL PERSONS x 3 + / CHELSEA BEVERLY & _ JONATHAN JOSHUA BURKE z PROFESSIONAL PERSON, PLUS ONE 1 SPACE 16 OTHER EMPLOYEES x 0.5 1� O ,, � #25 PLANTERS STREET � � o PER EACH TWO (2) OTHER EMPLOYEES 17 SPACES REQUIRED MAP 36, LOT 243 o� 0 PAVED SIB,=EWALK :f _ . O TOTAL PROVIDED 18 SPACES _. _.._.. .:. .._..__ i ; of ..._. .._.... ;�� _. __-_ Yr `„ Z H r, w t. 1 z z W E A ST C 0 fLINS STREET ' / o (n o < � j' r, REMOVE AND RESET 72-LF OF EXIST ° W - ' GRANITE CURB WITH 6" REVEAL AND z = q INSTALL 4' WIDE CONCRETE SIDEWALK ' eA W o � N/F KIM B. SURLES z Q m ! #27 PLANTERS STREET O J2.6 PROP. CURB RAMP �,� t~ r � oc co s rC ' ,� `�.� � r ,� MAP 36, LOT 244 > -> f �'} 755\fL€i L a -a..• °•.•.d a.• c. a F— .a "17 a _ I woo ,.,•..•., 3 Lj _. 94.50' �,• I , � � PROP. DRIVEWAY EDGE SET > BACK 2-FT MIN. FROM 18 _-_- '�--� a • w oc v' 00 Z Lo 00 PROPERTY LINE — • 0 __= CURB & SIDEWALK REPLACEMENT ENDS o AT CURB JOINT BEFORE CATCH BASIN z zco ELIMINATE EXISTING == w Q \ / N/F J a NON-CONFORMING 23'' ;, ,. , , PAUL B. & - SETBACK HILARY L. LINIHAN '� U j 7 5 #29 PLANTERS STREET MAP 36, LOT 245 .._.z_. ,3 s PROPOSED 3-STORY BUILDING �. G•�• (FOOTPRINT AREA=4,860 SF) `r ' .FIRST FLOOR=12.5 O �P �G "V 100' BUFFER ZONE TO _ EVATION=10.0 .`�` � � W =' �� Yam` TOP OF COASTAL BANK 20` 100 YEAR FLOOD EL - 4i. o z ' __.._. .. �'. PROP. BITUMINOUS CURB \ s U f �{ Y4`, DRIVEWAY `�-- -r- :� ALONG PROPERTY LINE ,� #1-3 EAST 1` s MAIN COLLINS STREET :. �: 0,; :Y, a_ o�woo p� ENTRANCE MAP 36 LOT 277 s,: �"--� 1p 0,11 ' N/F AREA-41,746t S.F. '. 0 U - CHARLES E. & BIKE ,�: i \�?',�: 0A FFFiQ MARY E. KNIGHT RACK #5 EAST COLLINS STREET :. o - ` \' SZW4 F Tp MAP 36, LOT 278 a �, :0 1 \• B,9N� �_ .:__ o up-,j Q I \ \ APPROX LOCATION 10' v' ° co I \ PROP. WIDE GAS EASEMENT o °a 4 a .,..•" : \ R P. GRASS PAVERS FOR • (PL BK 447 PLAN 77) o UP o a . �• < I \ EMERGENCY VEHICLE ACCESS Q_ c rn v Wo N 8' .8 PROP. PUBLIC ACCESS o 0 N TO SHORELINE z N PROP. HANDICAP PROP. PARKING LOT ' m cn �- '_ "G' �.: m m Q J ACCESS PROP.1 CURB RAMP H , C N;,, (18 TOTAL SPACES) rn* ' " " ` '`� m v. z'n ui pLLj m PAVEMENT c.� yJ V u �• W w _ CL U Q PROP. TRASH AND RECYCLING 13 Y -�. REMOVE EXIST. PAVED PARKING LOT o o u a U) o _ �. --�' `� WITHIN THESE AREAS & REPLACE WITH AREA WITH WOODEN STOCKADE w =t FENCE ENCLOSURE �' `% ,Si i VEGETATED STORMWATER FEATURES o rn /�. I C 9 yG , 47, <4 o \ \ 4z ,..MST L m 0 N F 0� N / fikr !R.. -------- ------ -- -------' ------- NEW ENGLAND POWER CO. , .__. SNOW STORAGE TYP MAP 36, LOT 234 \ Z - SM5 cn ¢ N U SM4Ln N/F 7 / ,,/L�'SM3 tf L. i ;= SIu46 �•�. r`�t� { / �-� m Q ~ GLEN A. & �, r ' .. i - o = o w CAROL A. MAYNARD �• • PROP. LIGHT TOP •� ° {, O, r '`, w °- o w cD #51 OSGOOD STREET �•� ' `POLE (TYP.) BANK F COASTAL f, 1` ` �•-. MAP 36, LOT 273 > •".2'SM2 ;, k�. SM7'� •f y'�� f 0 ¢ w Z w sMi' �' '� PROP. PATH TO TERMINATE 1. .., � �. `` o m a.: z AT EXIST. ACCESS POINT CD `x ;rx tit`' c� o Z SALT MARSH . E' f, z c� o (GRASSES) �.,Y�� -��-`�r` ";_.-� • ¢ o c� � k Vj _y • / •. � �. � � �. '� ii m En M - / CD6 ary - z N r•� t- SM22 L L SM8 + COASTAL CONC' WAL SM23 -Q L CD14� DUN SM1 ,� SALT MARSH 'j �SM21 '- � L SM2o =•- - (GRASSES -CD7�'' r: N CD4 x SM9d> _= APPROX. OFF-SITE WETLAND BOUNDARY♦ � � SM10�, ''� CD8��=� Q CH. 91 WATER DEPENDENT USE ZONE WDUZ `•� � � � � � L .�� \ �� . �� ..��• � w (� ~ U CALCULATED AS FOLLOWS �• i'' CD13 CD9� � y„; W J Z COASTAL DUN �. .. �' I— m AVERAGE DISTANCE FROM MHW TO LANDWARD LOT LINE=243.2' (SANDY) �'lksm!8 ,�.�•�• , I I— F- W Q WDUZ LINE=0.25 X AVG. DISTANCE FROM MHW TO LANDWARD LOT LINE i Mll Z (n `V () = w =60.8' OFFSET MEASURED FROM MHW �� - -- , . o w I— CD3� � �. �. ;� � •�• SM24 CD10 �` W / _ SM17 •� S Z co V W / COASTAL BEACH \ '� SM1 CD12 � J `f' Q Z U LOU CD2 / (SANDY BEACH) \ ,, 215.5 COASTAL BEACH ® � a O 1 � a Z (SANDY BEACH) v —� V (n Q O SALT MARSH LLJ w U _ GRASSES I— con CL L7 ~ CD1 L1J Q � 'Q U OwvJ o w r� <C w O w CH. 91 FACILITY OF PUBLIC w 'S ACCOMODATION (FPA) � N/F CALCULATED AS FOLLOWS — Lij NEW ENGLAND POWER CO. FPA LINE=100' OFFSET N Z MEAN HIGH WATER (ELEV= MAP 36, LOT 234 MEASURED FROM MHW APPROX LOCATION 10 COLLINS Co V WIDE GAS EASEMENT E PLAN Q Q � � J (PL BK 447 PLAN 77) (BEVERLY HARBI�R SCALE: 1" = 20' o o- z z 0 10 20 40 Q 0 PROJ. #3500.A NSF ...... --. --• -•- i} x N/F TIMOTHY M. CONNELL PROP. 2" CORP. STOP & 2" COPPER (TYPE K) _ \ CONNELL FAMILY IRREVOCABLEREVOCABLE #6 EAST COLLINS STREET DOMESTIC WATER SERVICE (CONFIRM SIZE WITH #8 EAST COLLINS STREET MAP 36, LOT 491 \ �� w \ • . PROJECT M.E.P. ENGINEER) \ � ��, MAP 36, LOT 249 /� \ \ MAIN ENTRANCE PROP. SEWER INV.=4.2f -' \ N/F BIKE r (SADDLE CONNECTION) CB- ,i CHELSEA BEVERLY & RACK r -� ;I�;,�:� �� tYIA JONATHAN JOSHUA BURKE F ` 4 #25 PLANTERS STREET o __- PAVED i 'x,z i �. MAP 36, LOT 243 X 2.46 H lr,.. ^...' •..3�3✓��•i E ?tiiollvu i w ..�, r�,i � .p� _ 0.80 -- +i�e-7 0 ° V z (flAw ' CONNECT TO EXIST FIRE SERVICE (LIKE NEW CONDITION). ` s� 12.30 ' a a 12.30 < � `' Ate. RE SERVICE T PROPERTY LINE. ° 1 -' w o ..._..._.._.._ . ErA - C7,--O _._ - - _... \r T. FI E A E. 10.80_.CUT AND CAP EXIS_Z �, L I ....5 ._._.__.� T E E G _ ,� j `'' (Il \ 10.8 ° 12.3Q _ M z ;ji1 z - .; ��.. > f�" R ; INSTALL PROP. FIRE SERVICE FROM PROPERTY LINE TO ig _` S 8.0°�0 _-'� to z c i O k� .._._..._ _. i Y _ .W ,I _ _._.._ }t - ..._ 7 .._._ - LLANDSCAPE i v a ( ) a �._ - z z o w �> N �„ BUILDING (COORDINATE WITH SALEM DPW AND PROJECT a . CONC. RAMP 12.24 U PROP. 6" PVC {SDR-35) SEWER SERVICE r \ < 40-LF ® SLOPE=0.020 FT/FTIIN. 12" �1� `~��, �: \% M.E.P. ENGINEER) �� 9.92' f V. W Lu Lu EE ._ . -- s a Za _. a 9.92. a 4 9.92 '-- Q w 50 _s _� _ - lt - i, ,�j N/F v CONC. WALK 12:40. a = Q t� __ 3 `� '�" r KIM B. SURLES 10.72 v W Z cn 5- . U -m-.. _.- -_ - °.� 8 D! Z Z�'�� yd #27 PLANTERS STREET 10 70 9.85 CONCRETE WALK UP Z p '� MAP 36, LOT 244 1 d z z m `-EDWEtt°.'` -?S av 4( - o a. _• � f - w o0 > a q °' d a a o0 �_... TC:9.40 9.05 > > N I 9.00 zcnZ4 k. , BC:8.90 0 ci F 1 TC:9.50 w 9:30 r - ' i � 9.50+ \ BC: w .� , � :; TC:9.80 Z 0 cn w W L.L co C6 _12.46_ Z: \ g z u� W r \ / N/F C3 p o PAU o z z L B. & w 9 PROP. SEWER INV.--5.Of HILARY L. LINIHAN �, � 29 PLANTERS STREET GRADING INSET PLAN PROP. GAS SERVICE (SIZE, \ � � # > TYPE AND LOCATION TO BE MAP 36, LOT 245 , DETERMINED BY PROVIDER) r`� } s ` , is SCALE: 1 =10 PROP. ROOF DRAIN OUTLET (INV=7.7) �P PROPOSED 3-STORY BUILDING WITH EXTERIOR CLEAN-OUT AND (FOOTPRINT AREA=4,860 SF) OVERFLOW THROUGH FOUNDATION WALL G� FIRST FLOOR=12.5 � 0X 100 BUFFER ZONE TO ':9.30 Q•9_20 100-YEAR FLOOD ELEVATION=10.0 PROP. 6" REVEAL BITUMINOUS TOP OF COASTAL BANK CURB ALONG PROPERTY LINE M°� _ '!! f GENERAL UTILITY NOTES: � a 1-3 EAST o '> o z� � < MAIN COLLINS STREET _ - f._ ``� `�� 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR �> ENTRANCE MAP 36, LOT 277 z s r r�O0. � - ofil! IGE ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE N/F AREA=41,746t S.F. _ ��' Op eU,�F --� PLANS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND °wkvo° CHARLES E. & r BIKE c» 0,� Fi4' E GOVERNMENT AGENCIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE MARY E. KNIGHT RACK SEE INSET r' 1 ' #5 EAST COLLINS STREET ' i ' ° FOR RAMP : .. OgSTq ONF TO FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR 12,46' COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MAP 36, LOT 278 i GRADING ' Bq , a SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START .� a N� , ' 9 _ ' o uP-• a A -� 1 APPROX LOCATION 10' OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE o '.,a. °a a' . ' � �` WIDE GAS EASEMENT UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT UP LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD ° •• ° (PL BK 447 PLAN 77) ° ° 4 LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF '. U U ANY U1IL S CLoj TC:9.40 .9.05 9.00 ITIE INTERFERING WITH THE PROPOSED CONSTRUC1ION AND I- :k :cp' t BC:8.90 TC:9.50 8.20..: o PROP PUBLIC ACCESS APPROPRIATE REMEDIAL ACTION SHALL BE TAKEN BEFORE PROCEEDING WITH J o N BC:9.00 TC:9.80 BC:9.30 TO SHORELINE THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO " �'RELOCATE ALL EXISTING UT1LITES WHICH CONFLICT WITH THE PROPOSED o z N m BIT. CONC. m ,° v � IMPROVEMENTS SHOWN ON THE PLAN. m v' o� PAVEMENT m o m 0 0 MAINTAIN DRAINAGE PATH "" -_ 2. THE CONTRACTOR SHALL BE RESP z ``' o 0 8.00 :: c ONSIBLE FOR ESTABLISHING AND o Y w FROM ABUTTING PROPERTY `_ : '. 8.30 8.60 zi, ;_,. PROP. SEDIMENT FOREBAY L- U 0: -i --r _ 8 60 - :� MAINTAINING ALL CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE w _ o- < { � •o ! F U a oo: ►. `- °° o.: r> WORK. o o U < cn o 1 •8.00;.' .. ,.'. END PROP. BITUMINOUS CURB 3. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC, CABLE AND INV=71 .t.''. rn M rn CD r` I \ TELEPHONE COMPANIES, GAS PROVIDER AND SALEM MUNICIPAL UTILITY '- 7.60 .. :8.00'.:.:. 8.40;.' ::8.00. h x ,� 1"- O �' ' ' ° '• :' � � ' • �' LF 8 HDPE DR EPARIMENTS TO VERIFY- . .. ••��'''•'•••�''••��••�' / (2 IN PIPES THE LOCATION SIZE AND TYPE OF �, �., :::.... ... :: _. _ .__ •�••�•��•��• /d ) ALL UTILITIES x 7.50 c .8.............._...__. . ��DRAiNAGE= � sWA�E �tom..., 7 8 ----�"'"_ 7__ �i (INV. IN=7.0 / INV. OUT=6.9) b 0- PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL GIVE SAID UTILITY 0000 0 0 C-4 LIMIT QF WORKS-- "--_.i'�` �=~ �� -~- �X66.907 COMPANIES ADVANCE NOTICE OF WHEN THE UTILITY LINE WILL BE INSTALLED. ` ��"�^ ....._... ._.._ ._ if � _ __.�+�`'�+++......,,*.....N"y�•a..:'~.,", is � j z . . ._- WATER AND SEWER NOTES: Ln W ,• •'"SM 4M t .-• .=..,,,y L..,,t l ---8 'q ' f l z z / �, �� .- --� sM3 ,, .. f `# __�Ms �.� �, °`t'�.` �,!/,�j`� .i� i` j :; 1. PROPOSED WATER AND SEWER SERVICE CONNECTIONS SHALL BE COORDINATED o v, a o r �. T .� �' \ `, PROP. U GLEN A. & .- . �.. �. f " / ( - cn 0: � ,�� ..., - F ,� , f,. ., OFF VEGETATED 1 WITH THE SALEM ENGINEERING DEPARTMENT. PRIOR TO CONSTRUCTION THE 0 o CAROL A. MAYNARD r-n -y - i' `�; �_ TOP OF COASTAL �� ;� f �~` INFILTRATION BASIN f` DEVELOPER SHALL SUBMIT FINAL CONSTRUCTION DRAWINGS FOR THE UTILITY z m CL #51 OSGOOD STREET 1 €� �` �, BANK ' '~`' YOiQ`c' c� - o = o v' MAP 36 LOT 273 CONNECTIONS FOR THE BUILDING TO THE PROJECT CIVIL ENGINEER. j D 1 /� O \ �•'' �'SM2 3 ' c %. SM7 ~•r` ' � �. I r- '`� '- sM- -� -" EXIST. VEGETATED BERM !• � ,� a' / -" ,W -- '; w o: � J Z CD5� Z, . / 2. A MINIMUM OF 10 FEET CLEAR HORIZONTAL SEPARATION SHALL BE MAINTAINED cn Q z w TO BE PROTECTED' ` � "-,r_ q w -' EARTHEN LEVEL BETWEEN SANITARY SEWER PIPES AND WATER PIPES UNLESS CONDITIONS o m o J z `�, \ 4 z PROP. _ SALT MARSH ' '� PREVENT A LATERAL SEPARATION OF 10 FEET, IN WHICH CASE THE CONTRACTOR 0 o o SPREADER OUTLET o w (GRASSES) SHALL CONFORM TO NOTE NO. 4 BELOW. z `'- �( ) J OJ W n- % cn `� 3. ALL SEWER PIPE SHALL BE POLYVINYL CHLORIDE PVC SDR-35 UNLESS �..�x� OTHERWISE NOTED. m AFL � F SM 22 � ' �.� L � �.. �. �', COd§TAL WHERE SANITARY SEWERS CROSS WATER SERVICES OR A MINIMUM OF 10 FEET iv.. ~~ cD1 4. CON SM23 j ` UN n - . L - ---�"- (SANDY) s `�, , • ' LATERAL SEPERATION CANNOT BE ACHIEVED, THE SEWER SHALL BE LAID AT ' `� �' ~` ~ 1 SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES �'�" SM21 sM1 W SALT MARSH �• 5 BELOW THE INVERT OF THE WATER PIPE. IF THE ELEVATION OF THE SEWER ` --' " �" `' -CD7 '' £_ CANNOT BE VARIED TO MEET THIS REQUIREMENT, TH � "..., " GRASSES) � � \ � PROP. SILT FENCE Q E WATER PIPE SHALL BE '�� E- ' ~ ` " _ F`�i �` AT LIMIT OF WORK APPROX. OFF-SITE RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED WITH cD4 ~-` ~~ SM9�► •`� ?° __ _ WETLAND BOUNDARY MECHANICAL-JOINT PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE (/) Z SEWER. ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED OVER THE smiuk CDS =:, �. SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. � . z Z ~� ' •� �` . - �`` "� WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS STIPULATED Q H. 91 WATER DEPENDENT USE ZONE (WDUZ) `, CD9� -~ ABOVE, BOTH THE WATER PIPE AND THE SEWER PIPE SHALL I¢- U CALCULATED AS FOLLOWS I ~ �• i•' CD13 `<_ BE ENCASED IN COASTAL DUN /� �. �• �, \ `� z - CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING POINT OF CL W � 1 Z AVERAGE DISTANCE FROM MHW TO LANDWARD LOT LINE=243.2' •�- :a W - WDUZ LINE=0.25 X AVG. DISTANCE FROM MHW TO LANDWARD LOT LINE (SANDY) �` �•)ksM1ssM11�•�•�• ``.~ ; `� THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. =60.8' OFFSET MEASURED FROM MHWLli CD3 V_- �•� _._.. _._ _ 5. �•�• SM241 CD10 - -� WATER, FIRE AND SEWER SERVICE SIZES AND LOCATIONS TO BE CONFIRMED BY Z � � Z W ,. ;f f, w Y a THE PROJECT MEP ENGINEER PRIOR TO CONSTRUCTION. L,Lj °. W 1- / I CD12ree �� COASTAL BEACH \ sM t "` 6. WATER OR FIRE SERVIC Z U W ..... ) COASTAL BEACH \ -' '� CD2 (SANDY BEACH :, � �� ..,��, ES WITH LESS THAN 5 OF COVER SHALL BE PROTECTED � J M Q Z U z y FROM FREEZING WITH INSULATION AND HEAT TRACING. J Q W - _w (SANDY BEACH) / SALT MARSH / °M .x. :`v; : 0 0 � f n GRASSES -J U cn <C °¢- U Z CD1 / `�( ) STORM DRAIN NOTES: W v o > F- O °- E- ,� 1. STORMWATER CONVEYANCE PIPES SHALL BE PVC (SDR 35) OR PROJECT W Q �„ U CIVIL ENGINEER APPROVED EQUIVALENT UNLESS OTHERWISE NOTED. � <C •� \ � W ¢J Z 2. BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY BY W Q W CH. 91 FACILITY OF PUBLIC AASHTO T-180D METHOD. w I to W > oV ---- ---- --- - - T-" -- ` ACCOMODAIION (FPA) W N/F \ ~~- CALCULATED AS FOLLOWS 3. SHEETING, IF USED, SHALL BE REMOVED PRIOR TO BACKFILLING TRENCH. NEW ENGLAND POWER CO. �` FPA LINE=100' OFFSET _ MEAN HIGH WATER MAP 36, LOT 234 '� `` MEASURED FROM MHW 4. UNSUITABLE SOIL BELOW THE INVERT SHALL BE REMOVED AND REPLACED V) W �_ELEV=4.3 _ i WITH APPROVED MATERIAL AND SHALL NOT BE USED AS BACKFILL. 5. UNSUITABLE MATERIALS SHALL BE REMOVED FROM BENEATH THE _4 - "� ` "� INFILTRATION FACILITY AND REPLACED WITH CLEAN, GRANULAR FILL MEETING THE ASTM C33 SPECIFICATIONS (CONCRETE SAND). APPROX LOCATION 10 COLLINS CO ,� --� ' WIDE GAS EASEMENT O VE �,` W w._... _._ (PL BK 447 PLAN 77) (BE VER �r 0 �- V L Y HARBOR) PLAN p Q mE) �~~� SCALE: 1" = 20' Q Z o 10 20 40 Z z 0 PROJ. #3500.A PLANT SCHEDULE DO NOT CUT LEADER \ ,� \ COMMON NAME SCIENTIFIC NAME SIZE FsPACING TREE WRAP SHALL NOT BE USED ,� `� TREES TREE SHALL BE SET PLUMB " '_ RED MAPLE Acer rubrum 2.5" CAL. AS SHOWN WATERING SAUCER SHALL BE FLOODED TWICE �' T DURING THE FIRST 24 HOURS AFTER PLANTING - _ _ PAVED SI ,� �# Z �,;•_-,: � GRAY BIRCH Betula populifolia 6 MIN. HT. AS SHOWN .� z p_ m. OH..........ter s�.�._•...__.............._........ ��,.�:ru'._..._._..._._.............._......... - ; BLACK TUPELO Nyssa sylvatico 2.5" CAL. AS SHOWN �. _j M o TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHES �...~ .. V^11 J `� W E -ST_ . CO , LIN S STREET ,, � cl� SHRUBS „ z � ABOVE FINISHED GRADE AFTER SETTLEMENT dW�� TER Z Z c W -- 2-3 INCHES STONE MULCH (PULL MULCH AWAY STONE MULCH SHALL BE USED 3/BLACK TUPELO STREET TREES \ ARROWWOOD VIBURNUM Viburnum dentatum 30" HT. AS SHOWN Z IN LIEU OF BARK MULCH (TYP.) W _ FROM TRUNK OF TREE) t f '� � (.n » < 0 BACK \ u� BEACH PLUM Prunus maritima 30 HT. AS SHOWN �- FILL MIX PER SPECIAL PROVISIONS - _ n .._4/INKBERRY HOLLY 3/MOUNTAIN LAUREL.� Z Q r - -= - 6� BIGLEAF HYDRANGEA Hydrangea macrophylla 30 HT. AS SHOWN W 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT - 2/INKBERRY HOLLY o co CUT & ROLL BACK 1 3 OF BURLAP BEFORE BACKFILLING. r "/ i Y ,€ ,� :, 'C� - ELDERBERRY Sambucus Canadensrs 30 HT. AS SHOWN z Z M COMPLETELY REMOVE SYNTHETIC BURLAP & LACING jt _.__.. ..A = J 01 tt .f r E °' ° ; NORTHERN BAYBERRY AS SHOWN - _I _ PAVED �-� �;, ,_. Myrica pensyl vanica 30 HT. W L. f.r': V ti:.a + + ++ ++++++++ + U > > A ++ +++++ + + + W MOUNTAIN LAUREL 30" HT. AS SHOWN z � o 6 INCHES + + PROP. BEARBERRY Kalmia lat�folia w ob _11 +, + + + + + + + + + + + + +' _& PINK TICKSEED '► �� BELOW i + + + + + + + + + T _.r INKBERRY HOLLY Ilex glabra 30 HT. AS SHOWN a W w ROOTBALL 11 `' � ii • ~--ROOTBALL SHALL BE PLACED ON ; + + + _ + + + + + + 1/INKBERRY HOLLY PERENNIALS GROUNDCOVERS AND ORNAMENTAL GRASSES W X C0 c + + + + + + UNDISTURBED SUBGRADE .:. _ ++++++++ ++ + ' W ROOTBALL _- �. \ 1 MOUNTAIN LAUREL SWITCHGRASS Panicum virgatum z / #1 18"-24" O.C. W � o � � PROP. BUILDING MOUNTED u \ \� \ / " o z z `° 3 X ROOTBALL DIAMETER LIGHT (TYP. OF 8) 9 PINK TICKSEED Coreopsis rosea #1 18 -24 O.C. Lu Q 2/LOWBUSH BLUEBERRY• J w BEARBERRY Arctostaphylos uva-ursi #1 18"-24" O.C. v TREE PLANTING / 1/NORTHERN BAYBERRY NOT TO SCALE •s 1/MOUNTAIN LAUREL,Q �P PROPOSED 3_STORY BUILDING • PLANTING NOTES 40 (FOOTPRINT AREA=4,860 SF) 1/INKBERRY HOLLY :' , .. .FIRST FLOOR=12.5 , '" ` 1. FURNISH AND INSTALL PLANTS AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR �VSETT,, RAISE AND REPLANT ANY SHRUBS WHICH SETTLE �G '' 100 BUFFER ZONE TO 100-YEAR FLOOD ELEVATION=10.0 1/GRAY BIRCH \ QUANTITY OF SHRUBS AND TREES GRAPHICALLY SHOWN ON PLANS. IF THERE IS A LP '',. MORE THAN 2 INCHES AFTER PLANTING & WATERING IN O -. o, ��5 TOP OF COASTAL BANK \ DISCREPANCY BETWEEN PLANT LIST QUANTITIES AND GRAPHICS, THE GRAPHIC SHALL TAKE J �� SHRUBS SHALL BE SET PLUMB �� . -ftak1/ELDERBERRY PRECEDENCE. � �'N #1-3 EAST ' 1/BEACH PLUM ° �' WATER BY FLOODING TWICE IN FIRST TWO HOURS MAIN r 2. P TO g w� AFTER PLANTING. WATER & MAINTAIN AS PER ::,:: COLLINS STREET PRIOR THE START OF EXCAVATION FOR THE PROJECT BOTH ON AND OF THE SITE, ¢ w� j STANDARD SPECIFICATIONS ENTRANCE MAP 36, LOT 277 0' UG -�;, THE CONTRACTOR SHALL NOTIFY DIGSAFE AND BE PROVIDED A DIGSAFE NUMBER �itio ¢o 2/ARROWOOD VIBURNUM AREA=41,746t S.F. +'..:::: TOp BU,C . INDICATING THAT EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED. wwa� Q EXCAVATE TO REQUIRED DEPTH -- SHRUB SHALL BE PLANTED SO THAT CROWN BIKE OF FFiQ ;' AND BACKFILL WITH PLANTING MIX IS 2 INCH MIN. ABOVE FINISHED GRADE AFTER SETTLEMENT RACK + ++++++++++ coq oN 3. CONTRACTOR SHALL BEGIN 90 DAY MAINTENANCE PERIOD IMMEDIATELY UPON PLANTING + + + + + + ' STq� FTO + + + + + + + AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. 2-3 INCH DEPTH STONE MULCH (PULL :"` + + ++ B,9 AWAY FROM BASE OF SHRUB) , _ �.�,�.., �•�•• + ,� / 9 + ' �P-,� A ++++ PROP. SWITCHGRASS APPROX LOCATION 10 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATIONS BACKFILL MIX PER SPECIAL PROVISIONS I +`o °' ++++ WIDE GAS EASEMENT AND STRUCTURES. :� 3 INCH HIGH EARTH WATERING SAUCER PROP AROUND PIT +++ v ° �,UP ; a ;'a . n +++++ PROP.GRASS PAVERS FOR i (PL BK 447 PLAN 77) + - • �••r•�!!�� 1/BEACH PLUM + + + + + + + + EMERGENCY VEHICLE ACCESS r` 5. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 2:1, UNLESS OTHERWISE + + NOTED. a. rn - .; -J p O PROP. PUBLIC ACCESS J U , cv COMPLETELY REMOVE SYNTHETIC BURLAP AND :_.: PROP. BRUSHED TO SHORELINE 6. PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS TO ORIGINAL U LACING. FOR CONTAINERIZED PLANTS, REMOVE 9 CONCRETE WALK GRADES BEFORE DIGGING. o O "' 1504 1_)11- R0 TBALL ' -1 I I- CONTAINER PRIOR TO PLANTING 3: BELOW _ -) v BF COINC. " j.: m m o a J ROOTBALL it i I= UNDISTURBED SUBGRADE PROP. GRASS SLOPE PAVFMFNT 7 PLANT MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE m o o ` AMERICAN STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIATION OF z LOOSE OR CRACKED ROOTBALLS WILL NOT BE f �- _ _ 2/RED MAPLE SHADE TREES AT c' Y O 3 X ROOTBALL ACCEPTED FOR PLANTING PROP. POLE MOUNTED �' NURSERYMEN. SUBSTITUTIONS FOR APPROVED EQUIVALENT PLANT MATERIAL MAY BE MADE �- w ^,,, -- -•.�.., ��DESIGNATED SMOKING AREA v� ¢ w � ¢ LIGHT (TYP. OF 2) , w `` �_ J t _. `` _ •, IN CONSULTATION WITH THE PROJECT LANDSCAPE DESIGNER. w = a- U v / �. 0 U Q U1 O `• 8. PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. SHRUB PLANTING ! - r ' fi• FREESTANDING ASHTRAY NOT TO SCALE •;. � 9. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY DECOMPOSED DARK � rn 0 .l 0 1 Q W) o TH SIG N � N TO ENSURE 0 BROWN IN COLOR AND FREE 0,. ;..�..�;. -�� ..:;,;�•; :=.1; R • �� •�,: 2 F WOOD CHIPS THICKER THAN 1 4 INCH. o \ .• l' PROPER DISPOSAL CO O o c•4 EXCAVATE TO REQUIRED DEPTH '' ,4 j _, 8 ' ' •�..� :;:` �,.:.,. .�.. F t ; 4. .�:• ,• ,..;...6.5 t s.. %, "• O .,�:,y '�'' 10. PLANTING SOIL MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED MANURE f _ 1 Y F...,cr:,.,..r..".. 's-...... 1 < Y ' •�''. .....:..�:,.,1 •--^.•"'y.`�",y t •..• y•••• t'' y •�• • • .'f• ,/,S'� y AND BACKFILL WITH PLANTING MIX 3 <- - i ,�� "�~ - .': ' cff/ -- �: � " k:: �:_�• :�: ' : PROPORTIONED 5 C.Y. TO 1 C.Y. OR EQUIVALENT. USE OF PEAT MOSS IS PROHIBITED. > z RAISE AND REPLANT ANY SHRUBS WHICH SETTLE MORE t ,�' `� `� �� . U.1 o THAN 2 INCHES AFTER PLANTING AND WATERING IN ,� • '"' "� ` ` = r='`'�M ��" � -� �� f �. •y T '� N V z r •,�„• ,_•,,.._.�._, 1 ,` •;r' t 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANT MATERIALS FOR ONE 1 FULL O - w WATER BY FLOODING TWICE IN FIRST TWO HOURS / -•� -' W w_ - �� - r ••' \• i SM5- = � ,! s K�• ;.ti: ...r:8. :'�4, YEAR FROM DATE OF ACCEPTANCE. z o z m � o � � o Q U AFTER PLANTING. WATER & MAINTAIN AS PER :c7 f �'/��--, ! ''i�SM3 ,�.. L V. '��_ M6�.�`� .� ti / `` � ...• .�: �•; ;rt,:,•. f, ;; .}tt f \t < STANDARD SPECIFICATIONS - ,- �' �.' f `�- •• •' 12. AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT OTHERWISE DEVELOPED .. SPACING VARIES - ': :� - " CROWN OF PLANT TO BE 2 INCHES MIN. ABOVE m "-;_ -' .�f' �• �' TOP OF COASTAL �-'�`"�L , Ij r �• '' t 1,.: �'•, ``, SHALL BE LOAMED WITH TOPSOIL TO A MINIMUM DEPTH OF 6 , AND SEEDED WITH A SEED - o °o° d o w SEE PLANS OR NOTES FINISHED GRADE AFTER SETTLING D =f •,0;�'31M2 `:` BANK SM7 •if J �`` `��`� F ti "� �• : 't :.:.'�� % MIX APPROVED BY THE PROJECT LANDSCAPE DESIGNER. > � M Uj CD CD _ / `` � �` j•�. �� 4 �'� •�" .�� .�.s•;•: ••'" ''i•'' '': `'-...._....-- -� �. 13. PROVIDE AUTOMATIC IRRIGATIO � � ¢ w z � �� ,� .•; N SYSTEM FOR PLANTINGS AND 2 3 INCH DEPTH STONE MULCH (PULL _._... .-- �,• t• s. �, LAWN AREAS UNLESS w o z ,w,., \CD 11 1- 1 �,••y t t OTHERWISE NOTED. SUBMIT DESIGN PLANS AND PRODUCT LITERATURE PER THE o m o a z AWAY FROM BASE OF SHRUB L V" �,... � 1,s PROP. STORMWATER MEADOW AREA 'Y �' 'u �3- SPECIFICATIONS. cD o 3 INCH HIGH EARTH WATERING SAUCER :�, ,, SALT MARSH \ __ (SEED MIX AS SPECIFIED HEREON) `� ` ' . �;�•: ''': , , z `'' z AROUND PLANTING BED -' �M- (GRASSES) `�, \ ••, -w�. 14. NO PLANTING SHALL BE INSTALLED z c� o t% 14. - ;� ,� ._, ,. LLED BEFORE ACCEPTANCE OF ROUGH GRADING. ¢ o U w s, y• O ' �` : •` � m to BACKFILL MIX PER SPECIAL PROVISIONS ; L L�. ` Cos ;„„»,yam�; - 15. PLANTS TO BE THOROUGHLY WATERED AFTER INSTALLATION, AT LEAST TWICE WITHIN \ \ ` t:- THE FIRST 24 HOURS. o .- cv n �t- REMOVE PLANT FROM CONTAINER EVEN LL .SM22 �"��i � �. �, ��... 3,� �. �. �. �. � �•' �'• COASTAL � �:.� \ IF 'PLANTABLE CONTAINER'. SCORE SIDES ` CONC• WA _ _ SM23 •=-'-` j CD14� 'DUNt `fin_ \ ;. � 16. THE VEGETATED-INFILTRATION BASIN SHALL NOT BE MOWED REGULARLY. AT MOST IT AND BOTTOM OF ROOT BALL TO LOOSEN � -fi'" {, i%: .. f_ '---�-- L\ j (SANDY ` `'y \ SHOULD BE MOWED TWICE ANNUALLY, ONCE IN THE SUMMER AND ONCE IN THE FALL. ROOTS t `` -� -= ` c' FOR SOIL STABILIZATION IT IS IMPORTANT THAT VIGOROUS VEGETATIVE GROWTH OCCURS IN -- � _ - -- � ' SM21 SM19� :� SALT MARSH !� Lj ,� -- - _ _ THIS AREA, AND THAT ANY SOIL EROSION IS REPAIRED IMMEDIATELY. UNDISTURBED SUBGRADE �- �` 0 �'� �SOO '� ''' --•�--•-'` � `� � `` � � " •��..._•-•-•-'_-' ` - (GRASSES) `, �-007 r,y PERENNIAL PLANTING - -- -- '- -�' cD4 '`: -- }� SM9�� `Y'� G �-� `'` `•'� �' '�� `�• APPROX. OFF-SITE / yF ~~ WETLAND BOUNDARY NOT TO SCALE `~ . • , L 'L L ` Z ` �, Z o L L SM10 CD8� F- t Q CH. 91 WATER DEPENDENT USE ZONE (WDUZ) '~ CDs � . STORM WATER MEADOW SEED MIX Q CALCULATED AS FOLLOWS i - �•�� ,,. �� €,�. �. �•� �., �� CD13 �� `'�...�., {��. � -� � �- V COASTAL DUN �• } -- FROM PINELANDS NURSERY & SUPPLY OR W I-- - AVERAGE DISTANCE FROM MHW TO LANDWARD LOT LINE=243.2 (SANDY) �' ``� APPROVED EQUIVALENT ^� WDUZ LINE=0.25 X AVG. DISTANCE FROM MHW TO LANDWARD LOT LINE �sM,1s �M11 '� ��, ` `� .. = Cr 60.8' OFFSET MEASURED FROM MHW �- '� �'� w BIOSWALE MIX 60% OF MIX ~ ~ N W Q CD3� __ L �,�• SM24� CD10 '` ° Z = W SM1Z._ - • �•� S _ ;� �. ' Scientific Name Common Name of MIX Oz. W (n ~O = Ll.! ... , V_ L � i • may, .. 33 K'. COASTAL BEACH `' SM12' CD12 Elymus virginicus Virginia Wild Rye 16% 8.47 Z_ U o W -" �- COASTAL BEACH / Schizachyrium scoparium Little Bluestem 10% 1.4 J �� ¢ w Z U CD2 (SANDY BEACH) \ '� k (SANDY BEACH) \ �, Vemonia noveboracensis New York Ironweed 10% 0.59 O -� ¢ (nLL SALT MARSH f Helenium autumnale Common Sneezeweed 7% 0.09 M = Z / ' , (GRASSES) 4 Liatris spicata Dense Blazing Star 6% 1.87 W Q V 0 CD`I f i Panicum virgatum Switchgrass 6/0 0.46 O Blue Vervain 6% 0.12 U) Q Eupator um pu pureum Purple w Joe-Pye 5% 0.12 W -- �--,✓ Scirpus atrovirens Green Bulrush 5% 0.02 Penstemon digitalis Foxglove Beardtongue 4% 0.06 w Pycnanthemum virginianum Mountain Mint 4% 0.03 < L� LLJ CH. 91 FACILITY OF PUBLIC Rudbeckia hirta Black-Eyed Susan 4% 0.11 ACCOMODATION (FPA) Sorghastrum nutans Indian Grass 4% 0,67 CALCULATED AS FOLLOWS Symphyotrichum novae-angliae New England Aster 4% 0.06 FPA LINE=100' OFFSET Lobelia siphilitica Blue Lobelia 3% 0.07 W MEAT N HIGH _E _ MEASURED FROM MHW Monarda fisfiulosa Wild Bergamot 3% 0.06 Z �~ ""'�'� ....WATER ( LEV 4,3 Heliopsis helianthoides False Sunflower 2% 0.62 "" _ �''.• _ -- -� ` _ _...... ` _,_ _ _...- - _._ - - -- `� ~ . f Iris versicolor Blueflag Iris 1% 1.19 _w r .�� . MARITIME GRASSLAND MIX (40% OF MIX) Scientific Name Common Name of/Mix Oz. '00 - -- � . \ Schizachyrium scoparium Little Bluestem 22% 3.36 Panicum amarum Bitter Panic Grass 15% 2.42 UJI APPROX LOCATION 10 -- , PLAN Andropogon gerardii Big Bluestem 12% 3.18 COLLINSCOL L I NS - SCALE: 1" = 20' Euthamia graminifolia Flat-Top Goldenrod 9% 0.05 WIDE GAS EASEMENT COVE �- �.` � Q Eurybia divaricata White Wood Aster 8% 0.19 V Z (PL BK 447 PLAN 77) (REVERE Y HARB ) Symphyotrichum laeve Smooth Aster 8% 0.36 Q OR/ 0 10 20 40 Solidago sempervirens Seaside Goldenrod 7% 0.25 N J Elymus virginicus Virginia Wild Rye 6% 3.46 O Asclepias syriaca Common Milkweed 5% 1.76 Z z Panicum virgatum Switchgrass 5% 0.42 Q Z Sorghastrum nutans Indian Grass 3% 0.55 J 0 PROD. #3500.A \� • $ x D 1. ! P ;_ 1. D 1 i j. i i ; b € I ::r LFD OPTIONS Eli s f: . t e \ + : :: ................................ ....................... ............ . " •`, t :.. VWP H -"L30/?40 T3 - DBZ - 5DGL - QPTIONS -.DINt - UNV t SERIES NOMINAL tUMEH (RI& DISTRIBUEfOH FINISH SNIE.DLiO - QPTiOHS% DRI4ER_ Yet1AUE s I :: OCCWS_FSP-211 L2 LIN61H PA(IIAOE al .AYESSORIES "� •- 0((UPAHtY tEN$ .a, -. -.. SENSOR ( Z CROSS SECTIONS fn >Fully adjustable high and!ow dimmed light levels. OCCUPANCY SENSOR �/f ® ■ J M O VWPH LVzigra:15 L'as;maximum vveigtr••with Eht,'104VC ere>iSGi;:27 lbs. Designed for LED fixtures;rated for extreme temperatures and ORDERING INFORMATION U FEATURES F ..nso up:c 200,000 gn..dtf cycles. OCCWS FSP-211-_,._ r-actaryinsta!(ed occupancy sensor,.... M Z ( Hold-ctf,c:point:veil?zu:dmatic calibration option for trust specify!errs(120V ere 2/r4 illy) ;:Af-, - c Z z p� 5-ti%1G` I: �-{ ill' ;1 'it GENERAL convenient:eendaddedenergysaviogs ng _- ..,_. t t-..�....._ (�H�5§,l-'----'•--�-'"•'E""- °°. 'I ;I ` � W L` r LENS_- _ ,"""_''•r v.•`-'_ „'` °° Q ' .. �� w F.r:gineered with the highest r€uality Adjusiab!e via handheld wireless configuration tool(ordered t - se arirtebQ L2 Cgvzra e at o mounting hzi hr e48' t J Q ntatcrlals to snstile reliability, P 9 9 ), r��t .,.> O to 3r4 -1 Ire-7--l9'__...; �....__-..1o_r•,...,.._..._.°,) perfor marice.and auallty. n IP66 rated veith trance of lenses fur wet and outdoor locations, L3 Coverage at 2D mouhthng height:840' � � _ _ - a� __ N " x X 16 W Z U �- � U ° t` I:, y 3 and mounultg hzi [s Trom D'to 20'' 1��1 V T .V_OX L L I _�.. y ac l �.w -J rcv;des seciirll ai•d accent lit ht!gg for 9h 1 J7z 0 (P W Fr.?i,t viEvv Sidg:4iac,• S dt Vrvv shoe i rent i I,,!!I .ea!kvvays,entries,perimetars..and >Adjustable time delay and cutoff delay. a X / X J ��-�� ti `,� •0 `' �� LL! Ctw;love/C i,r iiSaX attplicatta:t O WA Rr� VWPV ig'eig!tt:23 L facades• e Factory set tc i0%dimming at 5 minutes, 0 D0 'O •� 31 x X (n = b, O : O 0O F- O;. ► littcnitzu f r uarl m hoot uahyht and cutoff at 1 boor, s O O X -�" t daa,raightapplicarens' w:x X x 0 O ✓ O� ,e Saving c of u to b0;*e,ner coo ared to 10 .......... X O '0& i , J- P 9y , p X O O O 0 OO X O .0 W pU i O O x /// 1 j i HID systems. ! .. .... 0 O O , X z Q 9-319 1 ! , r 8iends seamlessly with a variety of - s, t, O X X X Z O O � .0 f i ! % J an:httectural styles' ,,a`"� L Q. . i '• ...4_. X X X O ``.� O •O ¢ - ; "" - O /� __ • - 1 , i ', ; °' t•ur,,.,.Etu!iv rnudeled't aHu;v sunaFf of a 23 G 3cs _X..,-., ..�S•""'M'--•..,..-• GO •......•__••••••_•.•,_••--•-O n -^-^-..,..^...._.-•-•.•-_0_ - J cc r.. ' dia and water to,an always-clean z4 tr r a o s r t t zY 2E• 1a• 15' 12'9' 6' 3' 0' T a' e'i2 ,s' IS 20 X X .� _, _ 0 � O .0 V x � to CO �� , r I I -J ap!tzarance. L2 Lens L3 Lens z W _ /OX O O d t4-3/4"-w 6'.,f8"-1. 1�-7-3:8'• y, .. �, r,•a,� X X x M i�. wrch:iechlral ouzi:tg extattsinn giuion aI: .0 O •� X X 0 0 O v r rort._;• Side Vier,' Up(i iht Site 4'ii:w sf?,;!n used;:LI.u...ithout EAFto rnoinrtir: X •'"�`•""` �.0 Z X } C Q X s:. X O' •7 t .,_".:-, ;:>:e tip ., _ :...:�,. X O •1 ....__. .........I ....... .-. ..... ..................... ..._.... ........................................ ................_................I.... _..................... ....................... ._............................................... 0 Appiicau,n vvi!.EIN,1rr o:HSCX ._sthLti_ O •5� .ta o,-yhuut an entire itrtjr.:ct i ORDERING INFORMATION rL Optionalenerg'r avirgphotiicelE: I1 l ,. .0 a- �� ',' .0°° � � X O W 0 W occupancy sensor available. 4 X X �`', E- 4: O [/� .0 O SERIES OPTIONS i in,;ed. Available ire,sir,standard firSsh options. X x �'ZA' W o nt „_... Factory irstalied Initial setup and subse nwrt srrsor w W W (.. VWP` Voltaire Architectural Wall Pack DF iJbubie fuse(20SV,240V:gr 430V drily; D. Made Flight Haie :n the USA. button-styli adjustments are made using a handheld _ _..... .... .-_. confi,uration tool(FSIR•10D).Tire wireless O O X • r:usE spelt:try vohade) THERMAL pngtu;:ell q ,0 •0 •� X 0 W TYPE _ 1120V 208V or tool stores up to five sensor parameter X 0 _ ............................................................................................................................................. ,,,.._:c ac ,;: _ ..,:. , .° ;.�.., ,. .-.: , � � { •• X PC Fat,a y,n_ta..d .ittun st r._ P IfnLg.:,i d,r g a-:aluroirtu n heatsuu X X 0 0 O .0 'O � W � 2 H Horlmltai r r^r) r'y profiles to spend conhguratfon gf ntulLplB tocell 12(l\, 8V,or 277 oni 7.1'JL dniy;au,st X O J Z fl) w ,� X O x X 1\ p:• I y crovt.:is outima:passive thermal sen_„rs.Please sp..,.If/quantify required X O •S specifyv'oltage) per project. O 0 O 1 ,if .J •S7 *& •� •� 0 X / Cp n V Vertical, anustspeelfyvolfagel managerttnt. X �-r�� HSGX Empty housing extension•:used to N CcrnceEle d heatsink gesign preserves Vis't w t stg•',-;.om for ore infer atie: X X O 0 ! JOB NAME V LED PACKAGE ;,,; OC ,,,r, .ip .. a p-. m m n. X f 0 EPA 7 YEAR :LUMEN 'LIFE SPAN I UL :CLICK I RATED Q cD n:a,,.h un,ta r.nh Etvi o:D t aRt;un. arc.?Itac.a.al a(.,:ea•:,nLa. r, 1 x X ,/•� "> Q J 'O •0 .72(fF} WARRANTY i RANGE 'L70 'LESTEO FOR FAO's I IP65 0 Z Z See back:�r t!xture eerturmanct data. 1 Rated for-,iU-i,tg'4i!= amhleint i,pEratinn X X •1✓ '� WEIGHT ;2,640 to;MINIMUM ' U LIJ CONDUIT ENTRY .' x 0 ,� O I I FIXT RE TYPE Fixtures reC lire in extension wh I t r, : tempiat u L(LD,:to 40 f it,t O x i f Q u g e t specdl g:with rolidait EMi 1GVVC:0"C to 39';,riot,Efv!,4VVi, 0 0 '0 •, x 27 LBS i 10,090 i 100,000 U i PAS 65 J n- LUMEN NOMINAL; MINIMUM CRi ? AVERAGE ;rear,.Con:tu!t e:'try(,reify ad vvi'.h.;L-NPT tapared pipe t iraatt - w •0 '0 X X x X 0 6 . 'rw' I HOURS i J SYSTEM PACKAGE 'LUMENS &C T aria^:tic.C mluit fitting to be supplied b•others. OPTICAL x X:,, , O •0 I I O MEMO - - _ :€ x 73 C WATTAGE CR ) Riynt side Conduit entry(hack vieul " i:rryhi:precisiori optics prudure standard ;' X X X O s O t - L30 3 000 0=70 Cfll 3000K. 36. 0 disuivutions. 0 O 0\ x /X > __..__.-___ I——J1U 70 CRi 110?K CL Le€t shoe conduit entry fit. k view! W X r 11 a-„CFll UOOK 1D CD Dual Lorduit entry(IBf t and right! y OO O L60 6.00,: 750=7 Pu!Ic;toff,Ik-s: comp!:ant optics •, � � � X 0 0' O 00 tt1a.;,Lrgnt clyi ptare i,4hi;v.^.zrz it's X Q •' ';2P VWPH ONLY naedadwithminintalware X X X `�/�H■ ,/ v DISTRIBUTIDN__.......___..-----..............._..----......._._...---...._............ EM170WC 10•watten'iergerlcyLEDdriver,1000 0 1rs ■ /2 W X x tune output,lov;,rem eratul ELECTRICAL f� X , o s t�RDERING EXAMF�LE:21-�-1521LED- - O 3 O - - T3 TypeIIl P' �• .. .0 O '7 Q W3 X O R 12L4 T MDL 18 SV2 NSN13/C#��1/•4212F`•�IRCC/�I<� s- r,1 u d'mmin•sta.a•^. O TFT T,p forward,hro: frrudzs i u-tiro exte^s:on,.I:c.eases 1 , f 6 " 0 f ::.. .. - :,, x.-fret g,e th 120.217ti tine n t D O P y• 10kA110av surge uro:cnion star:dard. 'O `' � �: X X MH. 12 2 OpUDnai • Ophon Option 0 tioh Arm PDtD ° av,.la�e al.:.CH and LL opL:on,, :_. X . _ ;,h9eunting;: Shade Dtstnbuhon Optional Option .k y Fixture: LED CCT Driver r a.. FINISH OPTIONS C stem is aes:ueg to murrn:ze r. Lens Control<; Han•_ :Te _....._......__......._._....._......_..........._._._._._.........._................_..._..__...._....._....... y 9 1 :: _ rein. House Std I ...,,5eelems C_ ssalae ec. Finish.. : Ede T e ....9. ce sa b OCCWSFSP 21i L facto: Irsta.lc. cc:a:::_ scnsut ,/ 7 o t O MH. /2 r ,...onflg ,_ .. YP _ GontrDi. Fuse r le,n.,al<.o:ti:ect.on,m�.-.,r our ase.. O ,' X Reoe tacle Far ustUmc Iar,,I�l.t. :aPa,.., .x. ,. .� �., __ P _ might BIDck Shield Sneels sb2as me=ud s inoustny exlension i:nc.,a,es rel.abilivy •O ;, O BLK Black(RAL t9004I fixt re depth;,must specif y leas,see O ,0TS DBZ Darkbronre page?for details.0utionalFS1,9100 X X , O �f�µ ,V` s DBR Mediumbronra remote controller available,oidefed X X 0 S O PROPOSED 3 STORY BUILD G X x �� " GRAY Standard gray saparataly,see accessories. 1.• OO •O X X x 0 O Mounting Configuration •PE6 Twist-Loch Photocontrol(120v-277v) Custom Urban Finishes'O Q' ci G t� SLV Sat ina!um!num(RAIr%9006} ACCESSORIES ,wPHg,idr) �_ o (FOOTPRINT AREA=4 860 SF o ,� L u --__-- _.-__( -_ t,uW:�:rM"sr4 \ 'O �0 (Clichharetountatomountingcunfiguration specifrcauonpage) •PE36 Twist-Loch Photoeontrol(347v) •CM Custom Match -�� to C( W WHT .'bite lfiAL i"'iO3) _ .. ��.. - - X X '1 6 _� FSIR-100 Remote con-soller:or occupancy sensor= X .e x 1 •f E4 Twist-Loch fhotoeon[ro►(480v) Y U. W N X o / erg. FIRST FLOOR=12 5 •iw •2A90 •4A •SH44 Smooth finishes are available upon request. U, y SHIELDING DRIVER O 0 X x •'1A •3A •iAM •CH44' •SC6 Shorting Cap 0 _ SDGL Sohte'diffused textured tem ered lass ieits -_..._._. . ...•-"-...... ....-.._.___....__.._"."- x �"' '-'- ' '•' •""".�' "' '-'-"-•-••"'•_•' '0 .0 :( 100 10 0 0 •PEC Electronic Button Photocontrol 120v-277v s U�U � P. .9 DIM Dimming driver prevrred rgr G•110V corltrots YEAR FLOOD ELEVAl10N O Off; •0 •2A •3A90 •2AM •CAT ( ) C9 O GGL CIe tempenedglasslens : X x -w •, 'O 0 •PEC4 Electronic Button Photocontrol(480v) Specifications Yj � W VOLTAGE X x €€. \ W=Wall Mount A=Arm Mount AM=Arm Mid•Mo t •FHD'Double Fuse and Holder c` OFTEONS 1^_Gv 0 ,s .9 x x X )X SH=stem Hung cH Chain Hung CAT=Catenaryun •HSHSa S[andardHorjzontaiHangstraigh[,Spike Fixture �� - ...._......_........__.._..........__........................__................_.._...._.................._............ 120 See page3foroptiondotaiis. 208 208V .0 1 x O v IndudeoveralldroplengthininchesafterdesignationforSrem/ Finial Y c, O � .O � Chainapplication(IE:CH44.48") The 1521LED Omega series is small scale,decora O ? EM/4W 4•wait iraegral Einercnency LED driver,5Do lumen dutp,lt z77 277` , , 1 al:RA: X x 7 •HSHNe Standard Horizontal Hangstraight,No live downlight fixture with a spun aluminum bell styled �� . (120.277V einiy}.�WT (includes housing extensieln UNV 120-277V 01`t``i°°i c`'I9"'` X x 1 3 M 2 (increaszs fixture death) - Mawlactarars'LadL• U,,,,,..atC!tE5 O O 7 4� x X Fixture Finial dome.The dome is available with two types of shades: 4 _ -•.T,1 347 347V(includes stepdcwr:transforn:erl imini::iu(a 1-square.iequircd. O 0 '0 €:y x •HSHBa Standard Horizontal Han strai hL Ball •0 '? 0 9 9 round edge(R}and flared edge(F}styles.The luminaire SF Singia fu..e I:�OJ:�t7v,or.:..un1r,r..usts ecify x 'Q O 0 . t •1521LED •1521LEDSM 460 4 OVjinelur!es tef,downtransfotnler) i•33seSprCiiya:aaayrEcl:irec IrapnI ' ;,,!rage. _ O H� '12 •0 s. •0 Finial measures 21"outside diameter and 17"overall height. X X x X % 1 •EZa Vertical Hangstraight,Large,"EZ"Mount The luminaire is U.L.listed in U.S.and Canada. ' Wii llatilS 7 r d'.YVIIInIaIII � O .7 it 3 "�. i/1/�7 � Shade Edge r tandard O X x •HSVa Vertical Hangst aight,S H.E.4Viliiams,Ini,. . Carthage,Missouri ■ vvwy..hrvv.rom 4 i 7 35 4065 !^lase H.E.Williams,Inc. . Carthage,Missouri ■ ww,,•.hew.com . 41. 358-4U6a �'�,✓' YVaa .0 •0 •J '� x X 0 O � •R(Round Edge): •F(Flared Edge) •TB Terminal Bloch H.E.WILLIAMS.INC. Page'ol3 H.E.WILLIAMS.INC. Page30f3 ! , •0 '0 i •HSS 120°House Side Shield LEDs X X o X MHN 12 •IV V \ LED •BLOC Bach Light Optical Control The luminaire shall use high output,high ... D 7 >. t,'"' set t X X x \ .... brightness LEDs.They shall be mounted in .0 00 00 .�€ Q X X O =0nglyavailablewith pSHr6SM. x X O •24L •16L •12L 6 aria s on rioted circuit boards desi nod �'• X O O � Re wires control rote ratio. Y P 4 € -�.0 7� .' V 'O 1 Ships loose for installation in base. to maximize heat transfer to the heat sinh OX X x �� - .. CCT-Color Temperature(10 i Not for use with 1s21LEDSM. surface.The arrays shall be roof mounted Arta(CEich here to lint,to ann specification t e) O 0 S` ■ x X x may •27(00) •30(00)' •40(00) •50(00) to minimize up-light.The LED's and printed 1 / i D s D ,: L ° •O X 0 0 p'y' circuit boards shall be 100%rec clable;the r LIGHTING NOTE■ 0 x x s �7 •0 i See Arms 6 Wall Brachets specification sheets. shall also be rotected from mo sture and or- U U X X x - �I Distribution Type P CL CL � x O .9 .� •CA •CSA •FFA •CAS rosion by a conformal coating.They shall not 11 x •T2 •T3! •T4 •T5 (J) (/) X x •DAG •Rey •RA contain lead,mercury or any other hazardous J O �.F® DISTRIBUTION D •7 1! X X O O i \ \ THE PRODUCT SELECTION SPECIFICATIONS AND PHOTOMETRIC X O _"t`i Luminaires above grade height to be2'higherthanpole substances and shall beROHScompliant.The J J V N O O X x X �� I l x DfEYLr helgh[,REQUIRES"EZ"hangstralgbL LED life ratio data shall be determined in ac- V - I x X •MDLO182(120V 277V,180mA) cordance with IESNA LM-80.The Hi h Perfor- O N O O i O ire'-.- SPECIFiCATIONS -'~ r` ! fr- ANALYSIS DEPICTED HEREON WERE PREPARED BY° X MDH018 (347V-480V,18omA) /- :f i 1 00 O •S tii� ;I v�l.. }f.(..f ..1...1,.... r... i> ... c, e ci.catio P rl! `; X x � 2 mince white LED's will have a life ex octant �,; Z N 1�ca1e(Cti h h rF to lini'ta pore spe'� 'n a•-e P Y / i ==`'- - ! 1 OMNILITE € X x X 0 0 O •MDL0143(120V-277V,140mA) of approximately 100,000 hours with not less Nousin Diz-ast alurnirum encirsure. I x X 0 , ? .6 •0 •MDHO14(347V-48OV,140mA) than 70%of original brightness(lumen main- m ,_..._ , g- ; * ! x x 1 , 1 a See Pole specification sheets, �- �'- m Thermal Management--Integral die-cast x . •MDL008 12OV-277V,8OmA tenance rated at 25°C.The Hi h Bri htness, O ____.._._-__.._...) 263 WINN STREET X o r X X �� ( ) h ) g g m aluminum fteatsi,nk and i.Ef!riser:,blp prawgte T3 T3 TFT TFT O 0 O O �$ .S X X •MDH008°347V-480V,80mA Fins m passive tharraa!mainagerent.flatzd 30"C t° Clear GIEss itCGL. So!ite Blass(SDGL) Gear"Mass(CG(} Solite GSEss(SDGL) '0 •, .1. X X 0 0 0 ( ) High Output LED's shall be 4000K(2700K, p 0 =Carnbi,. oneratils rem•?aratdrE(_ , BURLINGTON, MA 01803 X Y o 9 , x x , O , •O '0 16Lor12LsysremoniytclndardUrbaETF1E7"tSh85(C(rlrhegutoaiewpaintDrlishsheu) 30001<or50001<option)colortemperature Z to 40"Cvvi,h E10/IOVI :VC I39'C with X x 0 O •1' 124Lor12Lsystemonly with a minimum CRI of70.Consult factory for LiJ .. E. ,I'Ali. 1 O 0 6) X 12Lsystemonly •UGM Gun Metal Matte x 0 O ,, •9 UGMT Gun Metal Textured C� Lr✓ U III J "4J x X custom color CCT.The luminaire shall have a 0 €' •0 'S 1 O O 0 Lens •UBT Urban Bronze Textured ( ) w W _ U Q opticaisysteln--[rtcision.injectfon- FIXTURE PERFORMANCE DATA •, '� x X 0 O minimum see table deiiveredinit[al nnoided,refractive acrylic 1e,tsi:ny produces 0 X X X X !; a t r i x 7 1 lumen rating when operated at steady state O O U Q 0 standan.IE d!strafutimns. X t x J J . 1 .,. •UB Urban Bronze Matte X , •� 'O •FG(Flat Glass} with an avers a ambient rem erature of25°C LED Assembly-7 ANSI 3000K,40G'0rt,or ( 0 - '0 •ULBT Urban Light Bronze Textured ) g P 5000K CCT;minimum 70 CRi LEDs. t ' t t t t r 0 O 0 •� •0 x x x X x •SG(Sag Glass •ULB Urban Light Bronze Matte (77°F _r::'r , 1 x d1 •FSG Frosted Sa Glass r x LEO Driver .,.�.du.rniu,g 'O ; x 0 0 .•, ( 9- ) •USLT Urban Silver Textured Electrical-•120-2?7,347,and 480%I input x X 2 7 0 1 `'� •SVi(Flat Soft Vue Light Diffused Acre lit x x ? s - Y ) •USL Urban Silver Matte Optics O O O O rar:ge,50.60Hz:power factor>.9G:M-0•:2VX,-- 3000' e 74 B,.1. 2Q63 I rr 1 x X L , •O c� •SV2(Flat Soft Vue Moderate Diffused Acrylic) T_ �- �-- O •UWHT Urba W ite Te t x n hl x ur 0 O .O x X •SV4(Flat Soft Vue Maximum Diffused Acrylic} The luminaire shall be provided with refrac W \ \ \ at:ui(:oad.f t t Gws v Lom{i.ant.:Jk .10k. L-1 i6 10U0 )3'7 42 1 310u )' h 3 Bi-UQ-G1 O 0 •UWH Urban White Matte \ smga pfgtectio:l standzui.Ousck-dts:olinect a -u - r 1 ? X O O tore type optics applied to each LED array.The (- tC) O O ,:DUO '3git3 5•.. 3T?3 t 891 '0 1 X x •UCHS Urban Chain a ne Satin Smooth wiring provided. T3 .-'' ..;` 5tt'3;i .1 __._5481 t E,.t -_' ( x x 0 C� ', 0 P 9 luminaire shall provide Type_(2,3,4 or 5) ¢ - O .- N) 3f10ti X X: 0 t. •(Q V 'S � Options(Clichheretoviewaccessoriessheet) •BI(T Blach Textured Finish-Super dura.ile polyester pavvdar -' - n a - X x # 0 li lit distribution ere the IESNA classifica- O \ LGO 7t1 40010 6611 44 't172 P? Ri lire-fit O€,r •St 0 X s 9 P \ coat bonded to etlosphate•free,multi-stage 0 O •� '� n R Pin control receptacle only [ions.Testing shall be done in accordance with O O N pretreated metal,meats and exceeds 11APaA VWPH 5D0(i' 68:31 57.G 6�10 91.1 0 .0 •, X x s O �- �-- �-- 3000. 2713 76.4 2G33 70 4 x O 0 •R5 5-Pin control receptacle only IESNA LM 79. 2604 speclti at(ons for outdoor durability. O € X x -A .j ?� �0 •R75 7-Pin con[rot rote facie one See next page Available in six standard colors.Custom i;dors L30 30 4000 284, Ya c655 13 8 t 1 LO ei X X ' V_ 'l� P Y X X Q ovaila!le. 500U 1�9 5 a 214 76 2 X ._ . -...:.: .___:: . �� €:. -- %r tS� X X X O Mounting-Surface ma:;ints duzctly over a TFT t030: 54,0 F81 5065 7z 4 00 X x •: 800 621 3376 o 4"rnaxirrum outlet box.Faust bo:anchored to L60 70 4000 5688 1 3 i^'5309 75 8 ? B2•UO:Ge: X x J `0 'O 555 Lawrence Ave. Roselle,IL 60172 w - I--- adeouate structure that tali safely support ___.. x � . , .� 'O SCernbergL.I. 0r r 5o9D 58`6 E3.9 54ea 7E.4 x X �0 •9 '9 info@sternberglighting.com (f) t/) Z ItxtureweightiVw°H=15lbs,VWPV=23 - b -j- e X y, s ,,49�rY M c, - W �.� �. r 30D0 3i1' 86.5 2908 I........60.8 0 '^r��. �.r„• ^4 I. X X ESTABLISHED 1423 / E"UIPLO.YEE QNti.ED' � LhsJ. ..P..................................... O .� .,. 5 " . x ........... www.sternberglighting.com L30 3"c 4000 34U3 94.5 st?7 E83 L'1•UO•Gt X�' 00 Z Z Listings.•• ....._._.-......-.. ........_....................................._.................1....__._...._......... X .;. O 00 10;18 STERNBERG LIGHTING.ALL RIGHTS RESERVED.PRINTED IN THE USA. m •&SAus czrtilieit as rum nairit suit bee fur T3 5000 3-'@i .._........._5:.._.........-.._3160 .__L_..... I:O _ ......................................................... rret lccatigns. 3000 :i71 88.. 5t113 (_ E3.0 X �'�.,� fl 'Q (n 2 X 00 •� o / X .� O X t� O .............................._.................._................................................................90................ • Design iyhs Curstrtitim qualified L60 7 J •1000 6804_ --97:? 8351 9D.7 - B2-UO-G1 0 D0 , �� ' dt, ��ai /f J x x X _ (n _.........-. _.._..__.._._......_. ...--- r,J� O "' x product.toot al•.version_o,this product 5t1UU V 96.7 E,,;? U' 'O ._-. X 0 0 •0 U 1= VWPV '-' '7r• may beDLCquaiified,seetheDLC 30'JU L84U a-9 j 2651 I 73.6 / X �•R�'- "'' "' -►•..,,,Q / •O 0 Oualifia 3 Products L:st at L30 3 -- - - - ----- ---- - - 1 I1 C g.7f _ O m ... r: tL10U 3103 &i.7_ 289G 80r1 E! O , •..�• 3 u.•...dzsiynitgnts argltiPL. O7 i d ,,`st X , X X o ..I X x �' O � � Z $3 w • Cal�ulated 170lumen maintenance TFT 5il'd(J 3D8G 85.7 2681 j 0.0 .0 O� OD A A � � / L L Lr •/ Li. . X �/j X ?, X 0 � 3D"u0 JEr.L a3.2 512i I 73.2 /- 1 X \, X O <,O O N m >5Q000 hours per!ES Ttv1-21' , r r 1- ! / / X X X X \, 0 O / / '0 .0 > .Tested tg!ES L M-79.06 standards L60 70 40U0 a939 6>.7 ,60G i 80.0 B3•UL b x X /• 0 O O \, .71 f ," =I.'0 LLJ O W U I 5DU0 5967 85.2 I 5570 I 79.G • fir htui Facts listed. O /' 0 0� , •j L, •1 L! 11 iC L!'\ d j r x X X U W Z Z_ r, t• 00 .0 •Q• L, 0 L, tc t x s1 ! x _ x 0 0 0 BLOC Optic:An optional"Bach Light Optical Q Z U..i)a.k•Sk-a. ,,vz,.Ptv,nl tt y iP ! .,, Fixtures V) W x ,� :0 i z. 4.a`i3rn y,„y:,i''s'rf i.I tit'`•'�i<l%t:,i ;t"7'::'ii:',i:t °i.. >. .•,.. r.., ,r x x O .0 Control"shield can be rovlded at the factor. __. o Z W ad„hEEtinnsgnlyi. 2 t" / x 1 O t: . •0 •O P v w L f:•uc',rumen cat are sl:o,va is uvera:•s,lase,i nn v itar8 is,ut a:IZCI ibnm.::I Z7iV X o •O • RoHS r;gmp!iart. a y � 1 g ! x x •'� 0 t O j� O� I,, i f•0 IG, L% •! I 0 '0 �"� This is an internal optic level"House Side Q m O �C _Z Pic:on,etiirstestedir:acccrea:,ev;Iter.Sr•JAi.t.;-r9.Ress!tssilo,vnarellasedca:'5'i.aa,DiEnt;elr,:egatUte. O �' 0 , L L,- • t 'try � r • x Shield"offerin si nificantl reduced bachli lit J • ;P65 ratad. •�' v • , 1G �0 0 k. � x 9 9 Y g --21^-► 4 21"=-:- 0 21" ► O f 0 i-0 O X I. X X X ),• 0 0 and glare while maintaining the original design -1 Z • Title24com,hanty✓ith X X 0 Z W OCC'vVS. fit-L_option• BOLT PATTERN DETAIL X X O 0 '� '0 0 aesthetics of the luminaire. L====: i 0 W BUG riassifiad pal lES rni t al. -------4.7:a - X L, O O I� L 0, .0 •0 •O O f L� Z Z Warranty--5-year(invited warranty,see- M. O ,1' 0&' ' Electronic D rivers .."� o L 1 �._..a-112_.....,.i he.v::;g?nt/;trarra:lty. 1 0 O 17" 8-1/2 17•I/8" t s ...2,3!',•__.1 1 , ( L, L, ly `� The LED driver shall be U.L,Recognized.It shall \, 1 �\ � J _J W D•- t 1 L, L L L% �! t \ be securely mounted inside the fixture,for m t!1 �� optimized performance and longevity_It shall -..--.--•• -.-••- ........ a_ - ........................................`� ..................................... :..............................................: y be supplied with a quick disconnect electncal ' ' L! L L% I Lfi L% tt 1 L L Ic L L� : �6.Q I� :..::::::-........ o connector on the power supply,providing easy Z N M d' power connections and fixture installation.it 1521LED-R 1521LED-F 152iLEDSM-R 01---,-•-! t • shall have overload,overheat and short circuit x _ _`I , L L/ r L. I1 L- L= 1M I I protection,and have a DC voltage output, (Flat Lens) (Sag Lens) (Flat Lens} �_ _-.� L L L L t! 1' L 1_ ` constant current design,50/60HZ.It shall be supplied with line-ground,line-neutral and 0 21" ► Lf t' neutral ground electrical surge protection in ac- t� �.►� ( }! L L 1! L% L L' I cordance with IEEE/ANSI C62.41.2 guidelines.It . •'�' • �_ ��_ � � � � � �i shall be a high efficiency driver with a THD less �•• / ' L_ L' L- �_ v than 20%and a high power factor greater than L ( L ` 9.It shall be dimming capable using a O-10v ---- signal,consult factory for more information. �T. €€€ i / � V_ L� I„r,,,,..._.1Q L V- - f'hatocontrots V �, L ��.-•-- \ �) Button Style:The photocontrol shall be O \� , L V. L_ t!. '\ mounted on the fixture and pre-wired to driver. Z A ` The electronic button type photocontrol is �•"-'-M f-' r \ instant on with a 5-10 second turn off,and shall " �,.-'a_ L.,, }/ 14.- L �• \ \ turn on at 1.5 footcandles with a turn-off at 2-3 CAT-1521LED-R \ footcandles.Photocontrol is 120-277 volt and Q • �/Illlr�t'1'65 i U f,,..--< Carthag 1414r I ev •\ warranted for 6 years.This option removes the ( fat Len ) .,al! - H._.Il�lillia its,Inc. • -Ji e,i4i.ssuuri ■ g, ,'., :v.com • 417-358-40G5 � F 5 Paya"Lef3 H.E.w,LLiAtns.rNa. h;!aria:io core.:ailtadLereilt issinjnzl.todiang-.'r1:8;autr¢mpcE, ff.C•4.ds,K)A H1-V.01;e-1:Ia •\ ./ `t ` currentlPrating.SeepoleSpecsheetforpole Opts ns � � v' .L, L .� mounted version. I..1-I F \ / - N M /• ,,,.}� `" w Twist-Loch Style:The photocontrol shall be Qf II� W � • •\ L, L, � ...I mounted externally on the fixture(1521LEDSM), R-PE PEA F_ I- � UJ •\ / ,�_ °•'J`-''a° 7`'�„,,_' .€ 4 or mounted on the hang straight,and pre-wired '^ N //1 / •\ /• to driver.The twist loch type photocontrol is b, Z V! �J = W /• instant on with a 3-6 second turn off,and shall -. -'r Lunn,,nalr •� l� 1/ L•. \ Twist-lock - ~O i �LEI �.;� � /"�� (!j' tom on at 1.5 footcand[es with aturn-off at 2-3 r P � J T \ footcandles.Photocontrol is 120-277 volt and with table ll = � ry LumNo Label X Y Z Orient T/lt �� LW •\ .�,� warranted for 6 years. P z V O UJ .� - �� .\'\ ,i'� r Warranty ' ` buttonniG = I''� /Q/� Z U 1 W3 5075.375 5370 12 44.048 0 , / r \ L Seven-year limited warranty.See product and P o O ¢ v/ w O L, l� l L s hotocell \, finish warranty guide for details. .� 2 W3 5102.875 5354.25 12 44.048 0 J F"' Z €, 1. Finish ` U (n Q W / t! Refer to website for details. '3 W 0: � U O 3 W3 5041.875 5350 12 133.603 0 4 W3 5111.25 5332 12 313.985 0 .................................................................................................. FHD ~ Cn � r Q / ..............................._..............................................._................._............_....................................._......._........._.___..................._._..........................................._..._..................._..............._..............................._........_.......... Fuse holder � Q � � Q U 5 W3 5026.375 5316.5 12 223.72 0 A t � i I 6 W3 5109.5 5314.875 12 313.985 0 1 L A I r� Q � MW T r, W I cn L J 7 W3 5077.375 5298.75 12 313.985 0 T_ � �:,�: W 5049. 25 5293. 5 2 223.72 i erformance(teased on FG Lens) I"I'l- 3 9 SB3 5149.625 5282.25 20 132.138 0 Ul z 10 SB3 5113.25 5248.625 20 132.138 0 ", t t T «t t J a« E o t = s" b«t t e r n b e r g L 1 I rl 800 621-3376 555 Lawrence Ave.,Roselle,IL 60172 . �``="( l info@sternbergiighting.com " C-STABLISHED 1923 / EMPLOYEE OWNED . ...._._-.._.__ .... .. ... ._....... vvwwsternberglighting.com '24L40T ML)LO14 10200 1I 3 '; 10090 1'121 95135 106.5= 10045 1116 90. � � � 24L30T MDLO14 9725 7081 9620 i::__ 9t40 1016,:: 9575 1064 90 .._ ... .. .. ...,.. _. 10118 STERNBERG LIGHTING.ALL RIGHTS RESERVED.PRINTED 1N THE USA. 24127T MbL014 .. 8795 977 87OD 967 8265 91$; 8660 962 90 ..,:._ Label CalcType Un/ts Avg Max Min Avg/Min Max/Min 16L40T-MDLO18 8610 107.6 8810 110.1 8090 101A 8730 109.1 80 16L30T-MDLo18 8210 102.6 8400 105.0 7715 96A 8325 104.1 80 CalcPts I Illuminance Fc 0.56 5.4 0.0 N.A. N.A. 16L27T MDLO18 7420 92 8 7595 94 9 6975 87 2 7525 941 80 12L40T M0L018 ,. 6445 ., 107 4 6605 1"101 6160 102 7;. 6435 107 3 60 . 12L$DT MDL018 6145 102 4 ,6300 105 O 5875 97 9: 6135 i02 3 60 „.2127F * 0O 5a55 92 tz 5695 94 9 53 0 8$5 5545 92 4 60 . , J/� J""�� a ��k �� 12L4DT-MDL014 5265 114.5 5415 117.7 5045 109.7 5285 114.9 46 12L.30T-MDLO14 5020 109.1 5165 112.3 4810 104.6 5040 109.6 46 Symbol Qty Label Description Arm Lum. Lumens LLF Filename 12L27T-MDLO14 4540 98.7 4670 101.5 4350 94.6 4555 99.0 46 PLAN M Q )2L4QT ME)LODS 3195 j�$3 3295 t22O 30$5 1135• 32i5 11_. 27 1 » _ f � 2 SB3 1521LED-16L40T3-MDL018-SV1-BLOC 1.5 5905 0.900 1521LED-16L40T3-MDL018-SVI-BLOC.IES zLaDt >NQLoo$ - O (l, 3040' _ 1128 3140 163. 2920 1D81 3065 1135 ., 27 C . ,, O 3,2L27T Mt)L008 2755 102 0 '. 2840 .. 7 5 2 26A0 97 8: 2770 102 6 27: ' O Q 8 W3 VWPV-L30-730-T3-xxx-SDGL-DIM-UNV 0 2908 0.900 VWPV-L30-730-T3-xxx-SDGL-DIM-UNV.IE 0 10 20 40 = z CL 0 PROD. #3500.A TREATMENT VARIES 10" EXPANSION TREATMENT VARIES 2" 6» 2" JOINT SEALANT VERTICAL GRANITE CURB BITUMINOUS SURFACE COURSE (WHEN REQ'D) SLOPE VARIES— TACK COAT rn BITUMINOUS BINDER COURSE BIT. CONCRETE PAVEMENT P �, P 2" RADIUS m VARIES z 12" TOP COURSE (1 MIN.) ( '•) C o 4 CEMENT CONCRETE (6 BUILDING FACE OR W U MIN. P P 2 z (MIN.) z THICK IN VEHICULAR AREAS cn o SLOPE VARIES » FIXED OBJECT N zzT ^ FINISHED SURFACE oor CURB » p Qco Q PREFORMED o- oz FINISH PAVEMENT W.W. MESH CONCRETE EXPA OINT = -' w w Ft f SIDEWALK NSION J F- VJ U « 1.5% (MAX,.)( z Q co - A C7W cn 1.0% (MIN.) S . 1 7 J c a I I11 � — W P P P tr P t> P Cj P C% P P P Z U) Q • �� CEMENT CONCRETE CO (3000 PSI-TYPE 1) W. . A , �. � a p P � � �• � � NOTES: � p COMPACTED GRAVEL A cn w BASE < p S }� 1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. • w Ix co O.C. WITH PRE-MOLDED JOINT FILLER. z Wco COMPACTED SUBGRADE NOTE: COMPACTED GRAVEL BASE R " p 8" COMPACTED GRAVEL ALL CURBING TO co pCD C6 6" 6" 12"f , 2. PROVIDE CONTROL JOINTS AR 6 O.C. z z BE MACHINE COMPACTED SUB GRADE r W J (MIN.) EXTRUDED CEMENT CONCRETE /J 3. PROVIDE BROOM FINISH IN DIRECTION (3000 PSI-TYPE 1) PERPENDICULAR TO CURB. v BITUMINOUS CURB CONCRETE SIDEWALK 4. CEMENT CONCRETE SHALL BE 4,000 VERTICAL GRANITE CURB (VGsn,4\ NOT TO SCALE PSI-TYPE II. NOT TO SCALE (NOT TO SCALE.) T7 ' _sE LL JN s o�0 Y g 4� �co 0kVWOO Q¢O 4 LB FT "U" �` 551BI'E s P CHANNEL 01, s' F CCE (GALVANIZED) -oa��-,�. •��-v pGE 0 R4p 1 1/4 :.� �j cn %_ a 0 S� �� J s v 0 N 'L i CL co l� NOTES: 9�� i- m m cn }- co w® 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS mui 0 0 3 1 2" C R SLOPES SHALL BE 1.5% (1% MIN.). Cp ��`' v 0 J / 518E 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE w _ Of v POST SECTION ACCES 5� 0 EXCLUDING CURB RAMPS SHALL BE 5%. 0� 1 0 0 c� < cn 0 E OF .� a a ° p,N 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB D ° D NSA G Op ° ° ° ° RAMPS SHALL BE 7.5%. ° °aaao 6P , a o 0 0 0 0 0) � 0) a) N.T.S. E R agaaa as R � � r- a a a D a a a a D a D a D*a D a D �R° °**cooa a ° ° ° C 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY ° ° ° ° ° ° ° ° ° ° G , � 0 0 o a a o a o 0 0 O a O q 0 a O a O O O O O D O O O ° O D O O O ° O O O O a O O O a O O O O O O O o O ° O n O P O a O O O O a O SIDEWALK ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° o 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 o a o SIGN o 0 0 0 o a o a o a o a o o a o q o o n o n o o a o o a o 0 0 o a o OR FIN. ° o e o e a o o c o c o c c a a a a a D n D a D a D n D n D a D a a a D a a o o a g o a o e o a o 0 a o a o a a o 0 0 0 0 o a o 0 o a GRADE aaaaa ° ° ° ° ° �P ' UTILITY POLES TREE WELLS SIGNS ETC.) ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° �1 0 0 0 0 0 o a o °o°o°°°o°o°a°o°D°o°°°o°° °o 0 ° ° ° ° ° ° ° ° g°1�� 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. mo 0 0 NUT AND ° oa ° ° aaa ° ° 0 0 0 0 o a o D o g o D o D J'� DETECTABLE °°aaa°°°° c.L� 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. DETECTABLE WARNING PAD ° °°,°'°°°°°°°° ° ��-��o > LOCK WASHER F WARNING PAD 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. ° W o- � ORIENTED IN DIRECTION OF �„ cn z 9�� SEE NOTE 9 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5 IN WIDTH c� L W TRAVEL SEE NOTE 9 z M ( ) (EXCLUDING CURBING) A 5 x 5 PASSING AREA SHALL BE SEE SIGN S� ��" LIP MAX. " o o m m DETAILS 5/16" MACHINE '' / (MAX.) SCREW OR BOLT G� ' � ��1 PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 1 4 LIP MAX�1 0 � � o 0 LaiACCES518LE Q 9. ELIMINATE ALL CURBING AT RAMP (OTHER THAN VERTICAL , �� cn m a -jam �Q� CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ��e > 0 cn m m o ROADWAY. w CL 0 J 0 Z VAN ACCESSIBLE 1`•' cr 0 o W Z w SPACES ONLY o m o Z POST MOUNTING PARTIAL ELEVATION < mm OV W J -! W �- m cn 'd- ACCESSIBLE PARKING SPACE SIGN ; NOT To SCALE ACCESSIBLE CURB RAMP (ACR) TYPE B ACCESSIBLE CURB RAMP (ACR) TYPE G (N.T.S.) (N.T.S.) � z Z O Q F— CLw Z Z o = wLj 4" WHITE STRIPING 2'-6" 3'-6" W -' _ ry Z O.C. AT 45' IN LOADING z U o W —� Q z: CJ AREA (TYP.) �- J Q V) o O Oo � V) Q � z �i —, V �' Q ° UO D < 0 < PAINTED W I-- 0 4 WHITE STRIPE (TYP.) » W < a- o WHITE >' C) w 0 < 4 WHITE STRIPE (TYP.) < > V) w w SYMBOL » Q � V c.� 1 BITUMINOUS Q c„ Q CD o m w SURFACE COURSE W W vJ Q o m (n o �� 2" BITUMINOUS �s Q W LiJ 24' (TYP., UNLESS NOTED OTHERWISE) -' � Lo p a p Q cp BINDER COURSE a C�d < W NATIONAL STANDARD ACCESSIBILITY SYMBOL Q `' " " a 8" COMPACTED GRAVEL LiJ PAINTED ON PAVEMENT ;�, BASE COURSE C� Z " SIGN ao 3 M TYPES 0 F PAINT 1. OIL/WATER BASED ��'�� COMPACTED SUBGRADE 13o PER LINEAR FOOT 18'-0" (TYP.) NOTE: (REMOVE ANY ILLICIT FILL Z 17'-19' (TYP.) 2. THERMOPLASTIC PAVEMENT .MAX SLOPE 2% IN PAVEMENT SECTION MATERIAL AND REPLACENOT TO SCALE WITH 95% COMPACTED FILL) 0 VARIES PER PLAN $2.50 PER LINEAR FOOT ALL DIRECTIONS. owl F I 3. 3M REFLECTIVE U J U $3.00PER LINEAR FOOT ACCESSIBLE PARKING SPACE NATIONAL STANDARD ACCESSIBILITY SYMBOL Q � �. NOTE. THESE PRICES ARE NOT TO SCALE 0 PARKING SPACE STRIPING ESTIMATES ONLY NOT TO SCALE � W Z NOT TO SCALE O a U 0 PROJ. #3500.A CROSS COUNTRY UNDER PAVEMENT COMPACTED 4" LOAM & SEED ROADWAY SURFACE CURB BOX SHALL BE FINISH GRADE -r SET TO GRADE GRASS SEED MIX PAVEMENT SECTION EXIST. GRADE = FINISH GRADE FRAME AND COVER TO GRADE PERENNIAL RYEGRASS (40�) u) z ,4 , o . ' SEE DETAIL E— w _ EZ ROLL GRASS ROAD CHEWINGS FESCUE (30%) zQ o . .'. .'.'. . .'.'.'.' PAVER (OR EQUAL) KENTUCKY BLUEGRASS (30%) ® :� J o U- = w } STRUCTURAL BACKFILL COMPACTED EXISTING PAVEMENT PLANTING MIX TO FINISH GRADE t a:X':4. '�.�� Z cv O M N Q TO 95� IN 12 MAX. LIFTS (TYPE A3) CURB W SET FRAME IN CONCRETE .: • D �� INSIDE PAVER G °- SANDY LOAM PLANTING MIX FILL LEVELED BOX : . .. ... Z WHEN INSTALLED IN PAVEMENT RIDWORK AFTER HEAVY o � W - U- o WATER DO • — woo z U- z CURB PVC RISER SHALL WN » » 4" PVC SCREW CAP z Q M u SAND CUSHION (TYPE A1) CORPORATION STOP BE SET IN 1 -3 C� C \C� C 7 \ c » © P G C P O G Q Wit' N PIPE STOP �► w CRUSHED STONE, 4 PVC RISER VARIES z z .. NOT CONCRETE 0 ¢ ' 9 MIN. (EACH SIDE) .:. .•�• � � � � Q � � � _' W COO EXIST Now. ;i Z M GRANULAR F » WATER » P I w LL o SHORING ___- ILL PASSING 1/2 AND MAIN 2 FLEXIBLE ? _ o AS REQUIRED ( ) - O � - __- w w RETAINED ON N0. 4 SIEVE TYPE A2 COPPER SERVICE C� COMPACTED GRAVEL BASE _. Q w W .. C (SEE NOTE) m © v v cr c c� c� w • w 00 zU) W � ooco^ v 12 TEE WYE o zz IN EARTH NOTES. Jf wQ 1. EXISTING WATER SERVICE SHALL BE SHUT OFF AT EXISTING CURB STOP AND IN LEDGE SERVICE LINE CUT AND CAPPED JUST BEYOND CURB STOP. .� USE TYPE S1 SUBSOIL FOR PLAN VIEW REMOVE AND REPLACE OF 2. TAP EXISTING WATER MAIN WITH NEW CORPORATION STOP AND INSTALL NEW SECTION UNSUITABLE SOIL MATERIALS NOTE: USE SAND BEDDING FOR CURB STOP AND CURB BOX WITHIN EXISTING SIDEWALK FLOW—.- FLOW- COMPACT SUBGRADE 3' MIN. OR WATER, FIRE AND GAS SERVICE D+2 WHICHEVER INSTALLATION. 3. SAW CUT EXISTING PAVEMENT AND SIDEWALK TO MINIMIZE REPAIRS. REPLACE NOTES: ,yYc `e�1 IS GREATER ASPHALT PAVEMENT AND CONCRETE SIDEWALK TO MATCH EXISTING - 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ELEVATIONS. Y 2. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE N Q .� REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. ° �' � UTILITY TRENCH DETAIL IN—LINE CLEANOUT WATER SERVICE CORPORATION NDS EZ ROLL GRASS PAVERS FIRE HEAVY LOAD ORE UAL °wLN°� p¢°� (NOT TO SCALE) NOT TO SCALE (NOT TO SCALE) (NOT TO SCALE) � UILDING v� DRAIN J o 0 N U U p N THIS PORTION BY CLEAN OUT m Z N PLUMBING ENGINEER (SCREW TYPE mow o 0 o a CAP) � o uj PROPERTY LINE �' w < _ CL v Q D BASEMENT o o Q 0 o ROADWAY FLOOR Q 1'-0» cnmCDc TO tf p\j \ \ 0 3„_p» P D D \ \ 4z FOAM INSULATION o UNDER 4' COVER p z w ocr_ En cn V U to w Z O O 0 _ CO EXISTING SEWER oU N U D z m O Q a, O � 0 > � t= > m PATH INV=6.90 EARTHEN '�-' w J Z z FLOW RIP-RAP INLET LEVEL cvn of Q �`' Z w PROTECTION \ \ \ RIP-RAP OUTLET SPREADER o m o z 6" PVC (SDR35) SERVICE 4 Q PROTECTION o a Z ELEV=6.90 FLOW o ° Q /��\�i \ 3h!• TWO 8" HDPE PIPES S=1.0� z Z PVC ADAPTER b ° FOOTING � /� ) . . . . . . . . . . . . . . . ---_."'' z `` Z u.' WITH FLEXIBLE JOINT /�\ (Mq-1: SEDIMENT FOREBAY VEGETATED INFILTRATION BASIN \ w \�\� ) BOTTOM ELEV. = 6.50 �, P \\� \� \�,�\� \�,�\�,�\�,\\\\ :� BOTTOM OF BASIN = 6.50 ,\ , J o W °- /� . . . . . . . . . .. . . . . . . . . .. . . . . .. . . . . .. . . . . .. . . . . . . . . . . . . .. .. \�� INV=7.00 / \\�, m cn TYPICAL BUILDING SEWER SERVICE / . . . . \\ Z BELOW SLAB NOT TO SCALE NATIVE SOIL 6" LOAM AND SEED 6" LOAM AND SEED WITH SEDIMENT FOREBAY & SEED MIX AS SPECIFIED VEGETATED INFILTRATION BASIN ON SHEET L-1 z NOT TO SCALE Z O Q � Imo- U 6' WOOD STOCKADE FENCE � J � —I Z t� r�I- � ■ � w W Q 4" DI ROOF DRAIN OUTLET N j ) Z '- W IW- (INV.=7.1 o 4" O.D. GALVANIZED STEEL PIPE :$•30 8.60 8.00. oy -' _ Z PROP. SEDIMENT FOREBAY M Z co U o W WITH PRESSED DOME CAP I c l' - ``? 8.60_ M1.• " 8.00: t- END PROP. BITUMINOUS CURB _I U < E— Z r ( W cn Q w O �'Ln 6 (3) 2" x 4" PRESSURE TREATED RAILS 7.60 i •8 � � U rn x •.8.00•.•:•:'• .00. R �8.0 o AIL FASTENED I— TENED WITH GALVANIZE D .��,�. _ I- 2 PROP. 1/ 0 LF 8 HDPE DRAIN PIPES v, p ADJUSTABLE CLAMP x 7.50 !� C;�yzz _:DRAINAGE--C�. SWAB- 8 —�—_ (INV. IN=7.0 / INV. OUT=6.9) W < w 0 Q 3/4" X 1 5/8" PICKETS �� - 8_... - � __p 7 x 6.90 C� —.__ tom_ ° o ® W Q w - ui 7.70 FINISH GRADE �`` -- -` -- >` ;� .850. �: � W W L t f fit f Ai tl--Itl 11 It fitifli it flilil- Itl ig`boo- 1 PARKING LOT a d °'• �, ,-��Y� PROP. W , VEGETATED =# _ ` INFILTRATION BASIN,, (f) \ 15" CONCRETE FOOTING TYP. . ( ) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d �„��` PEASTONE GRAVEL o CONCRETE FOOTING LOCATED 6" CONC. PAVEMENT 6" DEPTH OVER 6" BELOW PAVEMENT COURSE WEED BARRIER `� — �� PROP. EARTHEN LEVEL 12" COMPACTED a � \ ` Z �. SPREADER OUTLET ' AGGREGATE BASE 191, (ELEV. 6.9) 15 ` L s U � U PLAN VIEW J 6' WOODEN STOCKADE FENCE SCALE: 1" = 20' Q MPSTER ENCLOSURE V) �' Z ZW o NOT TO SCALE Q Z 0 Q me< 0 PROJ. #3500.A