Loading...
HomeMy WebLinkAboutSite Plana rn N 1.0 N T M a 0 N F - w W C0 r- C'T M) T T 06 O cottTn^ O J er) 0 a CO (5 CC) T C5 0 CD a� N/A SOPHIE MIRARSKY f (CP 4 6934 _ G\ HELTrOzq,5 1©575 INV. 216.60 , N > A N _ E ,H 11A �` (SEE rElAIL SHEET4) WF#1-a ! } WF#1- I ®WF#1-C 3 11f wF#1- a \ 10 TYPE C—L 1 =228.0 ry _ i .=225.2 � t � 72 LF - 12" caNc GALL PROPOSED,TR Li)IWFJ Q WCRUSH 10F - �LOADING CLEARING IMImTONESTRIP ELEV�O.0 BOTTOM OF 7 - 56 LF - 12" CONC. GALLS WF#1-e ` •r.WF 1-17 ) H-20 LOADING e ` FUTURE ELEV.=230.0 BOTTOM OF TF -\ � � W#1 -A wF#1-a RESERVE OEPTIC r 1 ` H-2( P Dw SYSTEM titi 1 wFf 10• 1» toe IW3 PROVIDE f // 1NSTA�L STONE d INV.O SILTFENCE \ DRAINAGE TRENCI� Fr 10 wF#1-9 WF#1-2 WETLAND ' SEED AIL !`C� �� LIMIT (TYP.) wF#1-� ,,�,L "�'I'-' #1-1 SH 4}rd x WF#1-3 WF 1-32 1 D� '� wF#1-s �►� '( IN I ___.__P I i CONTAI ENT BAS 2t wF#1_s — -�- _ WF#1-11 �p `,& wF#1-1s f \ - 70► 10K AL ��■■is ,F' WF 1- E DETAIL SHEET4 50. CRUSHED STONE A&;+ 3E CK SURFACE FOR EQUIPMENT '� '�` W#1 12 wF11-35� -� (qpCENT STORAGE AREA '' - T© RESIDEjV77 � (SEE DETAIL SHEET 3) AL11L„uL V13 . I #1 �`�. --P IIIL \ WF#1-3 A4 AL All ARL tJ INSTALL STONE CHECK DAM WELL _ 1 _ LOCATION --- N/A E & H LLC Chesterfield / Davis Pond ® ROAD Ic 4n 'V”,ti r� All u LOCATION MAP SCALE: 1 =1000 Lake��AA Kon�+wss 1 WF ` 1w— RESERVE -41 SYSTEM , =y � NOTES: WF#1-40 W#1 SWF11-39 228 -42 1. THE PROPERTY IS NOT LOCATED WITHIN THE LAKE KONOMOS WATERSHED 34L-- 2. THE PROPERTY IS NOT WITHIN THE 100 YEAR FLOOD ZONE. THE WETLAND AREA ALW01-43E ` OF THE SITE IS WITHIN THE 500 YEAR FLOOD ZON - ZONE B. wF#1-44 yL INSTALL 120 LF OF WF#' -S' AL ,,� BIT. CONC. C RDNG \WF#1-45 A4WF#1-47 WF#1-48 P 0 H-20 LOADING A. SAIL 3111L slilc AIL 'li` D—BOX i ,,aL #f -� / INV IN230.05 � AOL � WF#1 Q -� INV.O SIL sll1L 230.0 \ \ WF#1-50 WF#1-51 � \ � �lil: �. _ AL IkL il L AIL�L 144 TALL CONTAINMENT BASIN *� (SEE DETAIL SHEET4) '�" �� 15' WIDE CRUSHED '"F#'- _ LOT 11 AL �uL -,JLAL STONE STRIP � �- _ _-- �`` (SEE DETAIL SHEET 4) �e � � � � � ,,� � '>ti`` � �` \ ,k ------ AIL ---.` _ �ALAL .j L \ ALI _d 31L JL AiL AL LOT 10 \ '\ �ds, AIL \ AL JL A4 Ak AIL ALI IdL jiliL , u ALL AL AIL IiL AI, AIL At _tile. I HAVE DELINEATED THE WETLANDS ON THE PROPERTY IN THE FIELD AND HAVE —X REVIEWED THE WETLANDS AS SHOWN ON THE PLAN AND FIND THAT THEY AL SUBSTANTIALLY REPRESENT THE WETLANDS AS DELINEATED IN THE FIELD. ROBERT C. RUSSO CERTIFIED SOIL SCIENTIST DATE JL 1 `AL � \ nth-, ` �lllL ALIiSL 'il`c ::liu. ,LLLAL 40 0 4080 - W � s1iSc SCALE. 1 "=40' N/A HOLLY LOMBARDI LAND HOLDINGS LLC gy GREEN. SITE UL 1 6 0L9 DESIGN 1 7/1/09 STAFF COMMENTS LEC by 317 Main Street Horwich, Connecticut No. Date Revision (860) 892-1380 Fax (880) 886-9165 . No Lot 10 & 11 Lombardi Business Park ProjeGsct ct No 03 Proj. Engineer E.M.B. B & W PAVING & LANDS%#nAPE & Date: LOMBARIN BUSINESS PAR, xe LLCshmA 2009 No. SITE PLAN FILE COPY BOTTOM OF SWALE a- rn T T r a� 0 0 N co T -3v C0 co -r_4 ca +j Q) Cl t% - CD T M T od 0 CD LT r 0 J M 0 0 C T M c a� 0 N +j .r-1 C: L C3 GRAVEL FILTER STONE CHECK DAM NOT TO SCALE RIPRAP CHECK DAM NOT TO SCALE INSTALL INVERT 12" BELOW EXISTING CHANNEL GRADE INSTALL INTERMEDIATE RIPRAP BELOW EXIST. GRADE & INFILL WITH NATIVE MATERIAL TO BLEND INTO UNDISTURBED CHANNEL BOTTOM. EXISTING L-1 2" GRADE 2 : 1 SLOPE WITH MODIFIED RIPRAP SLOPE PAVING TO ELEVATION 222 INSTALL MIRAFI FW 300 GEOTEXTILE UNDER RIPRAP (TYP) EXISTIN GRAD INSTALL NATIVE CHANNEL BED MATERIAL IN BOTTOl 12" OF PIPE FILTER FABRIC (SIDES AND BOTTOM ) 6" PERFORATED PVC PIPE 4" OF 2" CRUSHED STONE 2 : 1 SLOPE WITH MODIFIED RIPRAP SLOPE PAVING TO ELEVATION 222 INSTALL MIRAFI FIN 300 GEOTE)MLES - UNDER RIPRAP 80' RCP Vv nv0% 1 -tum NOT TO 1" CRUSHED STONE PROPOSED DRIVEWAY ME* l-4" OF 1" CRUSHED STONE =NCH DEPTH VARIES - INVERT ELEVATIONS GRADING PLAN 6' MIN J STONE DRAINAGE TRENCH NOT TO SCALE CRUSHED STONE STRIP Now 4' WIDE CONTAINMENT PAVED PARKING AREA BASIN ..•;.•mg; ;.. 6" COMPACTED SILT BARRIER \y_ IMPERVIOUS FABRIC MIRAFI 500X GEOTEXTILE CRUSHED STONE STRIP & CONTAINMENT BASIN NOT TO SCALE INSTALL INVERT 6" BELOW EXISTING CHANNEL GRADE INSTALL INTERMEDIATE RIPRAP BELOW EXIST. GRADE & INFILL WITH NATIVE MATERIAL TO BLEND INTO UNDISTURBED CHANNEL BOTTOM. EXISTING GRADE INSTALL MIRAFI FW 300 GEOTEXTILES UNDER SPLASH PAD (TYP) 2:1 SLOPE WITH EROSION CONTROL BLANKET WITH WOVEN MESH (NORTH AMERICAN WEAVE - 150) ABOVE ELEVATION 222 (TYPICAL) 2:1 SLOPE WITH EROSION CONTROL BLANKET WITH WOVEN MESH (NORTH AMERICAN WEAVE - 150) ABOVE ELEVATION 222 SILT FENCE FILTER CLOTH POLLUTION PREVENTION PLAN 1. POLLUTION PREVENTION TEAM THE OWNERS WILL BE RESPONSIBLE FOR CARRYING OUT THE PROVISIONS OF THIS PLAN. " 2, SWEEPING PARKING LOTS, SIDEWALKS AND OTHER IMPERVIOUS SURFACES SHALL BE SWEPT CLEAN OF SAND AND LITTER AND ANY OTHER POLLUTANTS AT LEAST TWICE A YEAR. A. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL) B. DURING APRIL (AFTER SNOW MELT) 3. OUTSIDE STORAGE ACCESSORIES OR EQUIPMENT STORED OUTSIDE SHALL BE COVERED OR MAINTAINED TO MINIMIZE POSSIBILITY OF THESE MATERIALS OR THEIR RESIDUE PASSING TO STORM WATER. 4. WASHING NO WASHING VEHICLES OR EQUIPMENT IN PARKING AREAS. 5. MAINTENANCE AND INSPECTION A MONTHLY INSPECTION OF STORM WATER STRUCTURES AND OUTFALLS. B. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURES AND OUTFALLS ONCE A YEAR DURING APRIL. C. SUBMIT MAINTENANCE & INSPECTION REPORT TO THE PLANNING DEPARTMENT 6. VORTEC UNIT AND SEDIMENTATION BASIN A. MONTHLY INSPECTION OF SEPARATOR, IF OIL SPILL HAS OCCURRED, COMPLY WITH REQUIREMENTS UNDER SPILL OR ACCIDENTAL DISCHARGE B. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURE ONCE A YEAR, DURING APRIL 7. SPILL OR ACCIDENTAL DISCHARGE COMPLY WITH STATE AND FEDERAL REGULATIONS TO CONTAIN AND CLEAN UP ANY SPILL OR DISCHARGE AND DISPOSE OF MATERIALS AT AN APPROVED FACILITY. CONTACT CONNECTICUT DEP OIL AND CHEMICAL SPILL RESPONSE DIVISION (860) 424-3338 IN THE EVENT A SPILL OCCURS THE FOLLOWING STEPS SHOULD BE PERFORMED AS SOON AS POSSIBLE: A. STOP THE SOURCE OF THE SPILL B. CONTAIN THE SPILL C. COVER SPILL WITH ABSORBENT MATERIAL SUCH AS KITTY LITER, SAWDUST OR OIL ABSORBENT PADS. DO NOT USE STRAW. D. DISPOSE OF ABSORBER IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. ROPE 0 PP��80�liog IN� CO)S0, MIN�0 4' MIN. DEPTH g o0 2" STONE � SNOWN MSM FILTER FABRIC 12 �A�N OVER STRIPPED GROUND (TOPSOIL REMOVED) CONSTRUCTION ENTRANCE NOT TO SCALE EMBED FILTER CLOTH 8" MIN. INTO GROUND I DEWATERING PIAN II lF DEWATERING IS NECESSA14'Y DURING CONSTRUCTION A CLEAR WATER DISCHARGE 1* X 1* X 4' 'SHALL BE PROVIDED AS FO' _LOWS: GRADE STAKE A. THE PUMP INLET WILL E WRAPPED IN FILTER FABRIC AND PLACED IN CRUSHED STONE WITHIN THE TRE=",CH. _- HAY BALE, 2 STAKES REQUIRED EACH BALE B. THE PUMP OUTLET WILL DISCHARGE TO THE VEGATATED UPLAND ABOVE THE EXISTING FLS RIPRAP PLUNGE POOL. ..-UNDISTURBED SOIL 00 C. THE DISCHARGE FROM THE DEWATERING OUTLET WILL BE MONITORED AND ADDITIONAL 4" MEASURES EMPLOYED F NECESSARY. CONSTRUCTION NOTES: GRADE STAKES - TWO EACH BALE (TYP.) 1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE WITH STAPLES, 6" ON CENTER. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL OVERLAP BY 6" AND BE FOLDED. 3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. HAY- BALE/SILT FENCE EROSION PROTECTION NOT TO SCALE GREEN SITE DESIGN 1 1 7/1/09 STAFF COQ. TENTS -� LLC 317 Main Street Norwich, Connecticut No. Date Re vision (860) 892-1384 Fax (860) 88( --9165 ?roject No. Lot 10 & 11 Lombardi Business Park GSD -03 Proi. Engineer Al. 13& W PAVINq& LANDSCAPE & 8 E.M.B. date: �C)MBARpBUSINESS PARK yL MAY 2009 .. LC' yet No. B & 8 Details 4 w � f EROSION & SEDIMENTATION NARRATIVE AND SL;QUENCE OF OPERATIONS 1. THE PROPOSED AC ITY CONSISTS OF THE THE CONSTRUCTION OF A CRUSHED STO DRIVEWAY ACROSS 8 S.F. OF WETLANDS DISTURBANCE. 2. PRIOR TO ANY DIS ?BANCE ON SITE, THE DEVELOPER AND CONTRACTOR WILL ATTEND A PRE -CC, TRUCTION CONFERENCE WITH TOWN STAFF TO REVIEW PLAN REQUIREMENTS ANG " EQUENCE OF CONSTRUCTION. AT THIS TIME, THE INDIVIDUAL WHO WILL BE RESP 31BIL.E FOR EROSION AND SEDIMENTATION CONTROL PLAN COMPLIANCE WILL `ETERMINED. 3. LIMITS OF DISTURBAN, �_ SHAL'-BE FIELD -DELINEATED AND " INSPECTED BY TOWN STAFF PRIG: TO AN 4' CLEARING OCCURRING. THE CONTRACTOR SHALL S' CONTACT THE WETU iDS OFF ICER FOR INSPECTION OF THE SEDIMENT AND EROSION • CONTROL MEASURE PRIOR TO SITE DISTURBANCE. CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH -ME AS THE WETLANDS OFFICER HAS REVIEWED AND APPROV�-.Lo THE INSTALLATION OF THE SEDIMENTATION AND EROSION CONTROL MEASURES. 4. SITE CLEARING AND GRUBBING CONSISTING OF CLEARING THE GROUND OF TREES, STUMPS, AND BRU. SHALL BEGIN FIRST TO ALLOW ACCESS NECESSARY FOR THE CONSTRUCTION AND INSTALLATION OF EROSION AND SEDIMENTATION CONTROL DEVICES ADDITIONAL EROSIO' & SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED TO BL 4ECESSARY BY THE WETLANDS OFFICER. 5. ORANGE CONSTRUCT A FENCING WILL BE INSTALLED ALONG THE 50WETLANDS REGULATED LINE PRIOR TO DISI 3ANCE. 6. THE CONTRACTOR SH LL INSPECT BARRIERS AT LEAST WEEKLY, DAILY DURING PROLONGED RAINFA: AND i\ TER EACH STORM. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATI' SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF THE ORIGINAL HEIG; OF THE BARRIER. 7. EROSION AND SEDIM AT CONTROL DEVICES SHALL BE INSTALLED AND INSPECTED BY TOWt-. STAFF PRIOR TO COMMENCEMENT OF ANY SITE GRADING OR CONSTRUCTION )NTROL DEVICES SHALL BE SILT FENCES AND/OR HAY BALES LOCATED AS :OWN ON THE PLANS TO TRAP SEDIMENT DURING CONSTRUCTION OPE, ;TONS AND TO PREVENT ADDITIONAL EROSION DUE TO CONCENTRATED FLO'- .1 AT THE TOE OF A SLOPE. 8. THE TOPSOIL SHAL ` STRIPPED AND STOCKPILED ON-SITE FOR FUTURE USE. HAYBALE SILT BARE. RS OR SILT FENCE SHALL BE INSTALLED AROUND TEMPORARY STOCKPILE AREAS A" SHOWN ON SHEET 1. 9. ALL WORK SHOULD BE CONDUCTED DURING DURING A PERIOD OF LOW GROUNDWATER TO 'EDUCE THE AMOUNT OF DE -WATERING REQUIRED. 10. DRAINAGE CULVERI 3TALLATION. 11. WHEN FINISH GRADI IS COMPLETED, TOPSOIL SHALL BE RE-APPLIED TO ALL REMAINING DISTURBt ►REAS TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES. 12. LOAM, SEEDING AND JLCHiNG OF ALL REMAINING DISTURBED AREAS OUTSIDE OF RESTORATION AREA. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE Ut _ VEGETATION IS RE-ESTABLISHED. 13. SEEDING SHOULD TAl E PLACE BETWEEN APRIL 1 THROUGH JUNE 1 AND AUGUST 15 THROUr OCTOBER 1. - OUTSIDE OF SEEDING WINDOW EXPOSED SOIL WILL BE MUt ED FOR PROTECTION. 14. THE FOLLOWING SE. =ING I,MXTURES SHALL BE PROVIDED ON ALL DISTURBED AREAS: WETLAND RESTORATION AREA: NEW ENGLAND WETLAND PLANTS EROSION CONTROL RESTORATION MIX UPLAND A- --AS: KENTUCKY BLUE GRASS 20 LB's/AC CREEPING RED FESCUE 20 LB's/AC C PERENNIAL RYEGRASS 5 LB's/AC 15. UNFORESEEN PROBLF iS WHICH ARE CREATED IN THE FIELD SHALL BE SOLVED ACCORDING TO COtl ^TICUT 2002 GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, AND MAY AMENDED AND ADDITIONAL MEASURES REQUIRED AT THE DIRECTION OF TOWN t.ANNING STAFF. ' 16. JAMES WRAY WILL BE :ESPONSIBL.E FOR EROSION & SEDIMENT CONTROL MEASURES f AND ANY EMERGENCIF ) THX MAY ARISE ON THE PROPERTY. DEWATERING PIAN II lF DEWATERING IS NECESSA14'Y DURING CONSTRUCTION A CLEAR WATER DISCHARGE 1* X 1* X 4' 'SHALL BE PROVIDED AS FO' _LOWS: GRADE STAKE A. THE PUMP INLET WILL E WRAPPED IN FILTER FABRIC AND PLACED IN CRUSHED STONE WITHIN THE TRE=",CH. _- HAY BALE, 2 STAKES REQUIRED EACH BALE B. THE PUMP OUTLET WILL DISCHARGE TO THE VEGATATED UPLAND ABOVE THE EXISTING FLS RIPRAP PLUNGE POOL. ..-UNDISTURBED SOIL 00 C. THE DISCHARGE FROM THE DEWATERING OUTLET WILL BE MONITORED AND ADDITIONAL 4" MEASURES EMPLOYED F NECESSARY. CONSTRUCTION NOTES: GRADE STAKES - TWO EACH BALE (TYP.) 1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE WITH STAPLES, 6" ON CENTER. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL OVERLAP BY 6" AND BE FOLDED. 3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. HAY- BALE/SILT FENCE EROSION PROTECTION NOT TO SCALE GREEN SITE DESIGN 1 1 7/1/09 STAFF COQ. TENTS -� LLC 317 Main Street Norwich, Connecticut No. Date Re vision (860) 892-1384 Fax (860) 88( --9165 ?roject No. Lot 10 & 11 Lombardi Business Park GSD -03 Proi. Engineer Al. 13& W PAVINq& LANDSCAPE & 8 E.M.B. date: �C)MBARpBUSINESS PARK yL MAY 2009 .. LC' yet No. B & 8 Details 4 w � f E m FILTER FABRIC 12" PRECAST CONCRETE 4'x8'x2' LEACHING GALLERY HS -20 LOADING -1— INVERT 6" "— 1' DIAMETER 6' CRUSHED STONE 12" CONCRETE LEACHING GALLERY TENCH NOT TO SCALE 8" TYP. 2 PLACES 4" INLET TYP. 3 PLACES Z I�L_� II II I II II I I I I 21" ri II _ II I I I I I OUTLET 4" L.P. P.V.C. PIPE SEAL P7 IT IN 4" L.P. P.V.C. PIPE SEAL TYP. 3 PLACES PLAN VIEW 18"DIA. 4 3/4" COVER INLET OUTLET INLET -• 3" 00 OUTLET FILTER BAFFLE iv DEVICE °' co I I d- 4'-5 3/4" LIQUID 4" 3" WALLS LEVEL CROSS SECTION VIEW 1,250 GALLON SEPTIC TANK H-20 LOADING NOT TO SCALE { L A A " t` 1'-6 7/8" 1'-6 7/8" o " O o 2 10 2" TOP OF FRAME 2" r- '- `' 2" �- #4 BARS 4'-0" LG. 3 5/8" 12" 2'-8 3/4" 12" CROSS SLOPE AS PER CROSS SECTION 3 5/8" 1/2" 11 1/2" 3 13/16" �- PRECAST CONC. UNIT (D.O.T. STANDARD) PRECAST CONC. MASONRY UNITS OR PRECAST RISERS A Oi ? POURED CONC. OR C-4 ... PRECAST SUMP 8" 4'-0" 8" J 10 51-4" FRONT ELEVATION THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES - THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW "U" -CHANNEL POST (2-lbs./ft.) . 0 W TYPE TO CATCH BASIN DETAIL NOT TO SCALE RESERVED PARKING R7-8 VAN i ACCESSIBLE 12"x8" ACCESSIBLE 12"x9" 40 PIPE BOLLARD PAINTED .-. TRAFFIC YELLOW, FILLED Z o W/CONCRETE II v I SLOPE TOP OF CONCRETE I I GROUND PAVING SURFACE 4 ms's r 3500 P.S.I. P.C. CONCRETE '' 3' ACCESSIBLE PARKING SIGN N.T.S. VAN ACCESSIBLE PARKING SIGN NOT TO SCALE 2" OF 1 " CRUSHED STONE c$�'ot�oo�d�,�5- -- 6" GRAVEL BASE "�9bo CRUSHED STONE SURFACE NOT TO SCALE F y.f y� SIDE ELEVATION 25'1 2'-6" IN PAVED AREAS INSTALL HANDICAPPED INSTALL HANDICAPPED PARKING SIGN (TYP.) � PARKING SIGN (TYP.) PAINTED PAINTED LINES, 3' LINES, 3" WIDE (TYP.) � WIDE (NP.) 2 13/16" PAINTED UNIVERSAL PAINTED UNIVERSAL HANDICAP SYMBOL HANDICAP SYMBOL 4' HEIGHT & CENTERS 4' HEIGHT & CENTERED L A TYPICAL HANDICAP TYPICAL HANDICAP VAS! PARKING Si3ACE PARKING SPACE NOT TO SCF.' NOT TO SCALE --I 7' ��00-1 i z" LUMINAIRE 175 WATT MV PAVED SURFACE - IN PARKING AREA 3" BIT. CONC.---, 4" SQUARE ALUMINUM POLE BY MWC LIGHTING SANTA ANA, CALIFORNIA OR APPROVED EQUAL FINISHED GRADE CONCRETE FOOTING AND BASE _.�....OrN .... %wI #--I NOT TO SCALE $r�GRAVEL BASE BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE STATE APPROVED HANDICAPPED PARKING SIGN — TO INCLUDE FINE PAINTED GALVINIZI STEEL PIPE BOLL 4" DIA. MINIMUM FINISH GRADE BACKFILL — CONCRETE BASE (18" SQ) — � '1 HANDICA -'PED PARKING SIGN DETAIL NOT TO SCALE :DOUBLE SWING GATE TIE WIRES AT 12" CENTERS 3/8" TRUSS 1-5/8" RODS (TYP.) 1 /0 0 00�00�/0. 0 00000�00�0 l// /0 /� 0000/ /0 / I O.C. 1100 00 00000 00 0 0,0%0/%0/ I/ .0000000/ �; • ! �;�;+ - /0/1001 // /00/00 / .❖.,1' 00'0 000 �%f�1 p F00% j01 - 0%��00�% %0 %00%00% •:�,�;��1/4"x3/4* STRETCHER 00%/0%0/0 0000000000 ►❖... ❖:•:' o e. "� ,_ •. DUMPSTER ENCLOSURE � HAIN�UNs�FABRIC WITH RTl T5 12" 1\ `-15'00' CONCRETE SLAB (PITCH 1/4'/ft. TO REAR) � CHAIN LINK FENCE/DUMPSTER ENCLOSURE ` NOT TO SCALE GREEDY SITE DESIGN — LLC- -' 317 Main Street Norwich, Connecticut o. Date R, vision (860) 892-1380 Fax (860) 886-9165 Lot 10 & 11 Lombardi Business Park Pr GSD o3 Proi. Engineer 13& W PAVING & LANDSCAPE E.M.B.Date <a : LOMBARDI BUSINESSMAY 2°09 PARK LLC Sheet No. Site details i d7 N d' T T T 0) 0 0 N T 70 N UJ w co T- 00 00 T T 06 0 T co 0 J M 0 v CD T M i C CD CD 0 +-J .,-a CD L INSTALL SILTFENCE INSTALL INTERMEDIATE RIPRAP � � ' C SPLASH PAD BETWEEN 10. 1 1 0 STAFF COMMENTS Date FLARED END UNITS Lot 10 & 11 Lombardi Business Park Project No. GSD-03 Proj. Engineer E.M.B. INSTALL INSTALL SLOPE GEOTEXTI ES UNDER RIPRAP AVI�JG�TOE ELEVATION 222.0 * RIPRAP TO BE INSTALLED INSTALL MIR4Fi FW.300 BELOW EXIST. GRADE &INFILL 6EOTEXTILES UNDER RIPRAPI WITH NATIVE MATERIAL TO BLEND INTO UNDISTURBED HEori�o CHANNEL BOTTOM i - • . I N STALL rBAL�S �f ,\ FLARED END UNIT Exis . YRED�ND / INV=217.0 (WITH 1 FT. NATIVE MATERIAL) 1W 210 STREAM BED = 218.0 _ 220 ---" _ INSTALL NEW RIPRAP "■► _ f CHECK DAM 0 --- �� ,� EXISTING RIPRAP E LARED END �— - 8zz� PROVIDE EW ENGLAND WETLAN.D "PLANTS SEED MIX rOR EXISTING SWALt HELT CO. \ 10577 \' WF# 1-41 j . WFC 1 —3 228 --_--_ W F # 1— 42Now P man ,,r _ Al/low - 041► i 20' 0 20' 'W` SCALE: 1 "=20' GREEN SITE DESIGN LLC 317 Main Street Norwich, Connecticut (860) 892-1380 Fax (860) 886--9165 10. 1 1 0 STAFF COMMENTS Date Revision Lot 10 & 11 Lombardi Business Park Project No. GSD-03 Proj. Engineer E.M.B. B & W PAVING & LANDSCAPE & LOMBARDI BUSINESS PARK LLC Date: MAY 2009 Sheet No. WETLANDS CROSSING