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HomeMy WebLinkAboutPlanX15T 367.90 361.80 i 1 368.70 30 3f N 150 23' ' 3 3.40 373.3 18'.8 940 Q72.30 373.80 373.30 374.70 t 377.40 375.40 379.30 ti 377.50 379.30 + 378.00 380.70 376.50 378.30 + DH EX15T #53 N 1020 �� E 373.50 375.10 369.4-0 372.30 367.80 370.40 364.90 365.20 t 365.80 361.70 �. 360.30 356.90 357.40 + 358.90 355.50 355.40 � O 353.50 + 356.10 353.60 + 354.10 30 347.60 S S O)o�.. P&N CONST 96-087 MAKE 5T PIONTVILLI:, CONNECTIC. U i FIEL® NOTf.5: Df -C,199'6 15CALE: I" = 40' DWC4. NO. 96007wo.oy/G I WN S N17 174- "Ner, 5' 7�)� 10NSF [t PROP BASIN "C" FE"Ctf APPRO 6 LOC4 77, )(1t1,4 7 -It z 01, I10/y #10 51TE DATA ITEM TABLE I REQUIRED ZONE PROVIMD MINIMUM LOT AREA +0,000 5F 426,160 5F MINIMUM LOT FRONTAGE. 150 FT 173 FT MINIMUM FRONT YARD 30 FT 176 * FT MINIMUM 51DE YARD 15 FT 31 FT MINIMUM REAR YARD 30 FT 39 * FT MAXIMUM BUILDING HEIGHT 50 FT 35 t FT PARKING 13 5PACE5 14 SPACES LOADING I SPACE I SPACE WATER SUPPLY PROPOSED WELL ALL DIMEN51ON5 SHOWN OVERRULE SCALING,. IF 5AN[TARY DISPOSAL EXISTING MUNICIPAL r,A" AB 0 (5,et I%DoNer) P *1,3) NO) (--ROP ham............... CIP P'?OXIMATF TREE UNE A - P CV/ 30' CB #7 R, PROP BUILDING 5ETBACK. UNE V I- Z - BCLC co :*t 61T Q0 ELEV ELEVATION EX15T EXISTING SEDIMENT FENCE FEET LF LINEAR FEET MIN MINIMUM N/F NOW OR FORMERLY LC PROPOSED co PAVEMENT R RADIUS 5F SQUARE FEET TYP TYPICAL 5 APPROXIMATE LOCATION OF' SANITARY SEWER UNP - E PROPOSED SANITARY LINE DUE TO D15TORTION DURING, REPRODUCTION, TH15 PRINT MAY NOT SCALE EXACTLY. ALL DIMEN51ON5 SHOWN OVERRULE SCALING,. IF THERE ARE ANY D15CREPANCIE5, CONTACT ENGINEER. r,A" CL 176'± FE 11 < z z _J I-- 0 x CL_ E - V11 z L3 Li F__ 65 z 0 W PROP BASIN A" z 0 Q 0 t o W90 G; - f _T_ U 0 i tn 0 U C CO to 6 0 PROP BUILDING 5ETBACK. UNE V I- CONCRETE BCLC co :*t 61T Q0 ELEV ELEVATION EX15T EXISTING SEDIMENT FENCE FEET LF LINEAR FEET MIN MINIMUM N/F NOW OR FORMERLY LC PROPOSED 0_� PAVEMENT R RADIUS 5F SQUARE FEET TYP TYPICAL 5 APPROXIMATE LOCATION OF' SANITARY SEWER UNP - E PROPOSED SANITARY LINE DUE TO D15TORTION DURING, REPRODUCTION, TH15 PRINT MAY NOT SCALE EXACTLY. ALL DIMEN51ON5 SHOWN OVERRULE SCALING,. IF THERE ARE ANY D15CREPANCIE5, CONTACT ENGINEER. r,A" CL 176'± FE 11 < z z _J I-- 0 x CL_ E - V11 z L3 Li F__ 65 z 0 W PROP BASIN A" z 0 Q 0 t o W90 G; - f _T_ U 0 i tn 0 U C CO to 6 0 41 0 o PROP 1 1 UJ _J CR #2 E- P" ROCK,,, BOULDER E_ E 0 LpE- '—plRop BCI�C (32 :3 P'ROP _J _J 0 z 171 FNCF,F, U > �y 0 0 < z 0 0 0 < [IF 5-1 MAP 15 COMPILED FROM OTHER MAP5, DF -F -D DIMF_N5ION5 35 30' EXISTING WOODED AR EA TO REMAIN (TYP) A Lr --GEN -Ak-_ BUILDING 5ETBACK. UNE CONC CONCRETE BCLC BITUMINOUS CONCRETE UP CURB 61T BITUMINOUS ELEV ELEVATION EX15T EXISTING FT FEET LF LINEAR FEET MIN MINIMUM N/F NOW OR FORMERLY PROP PROPOSED PVMT PAVEMENT R RADIUS 5F SQUARE FEET TYP TYPICAL 5 APPROXIMATE LOCATION OF' SANITARY SEWER UNP S PROPOSED SANITARY LINE DUE TO D15TORTION DURING, REPRODUCTION, TH15 PRINT MAY NOT SCALE EXACTLY. ALL DIMEN51ON5 SHOWN OVERRULE SCALING,. IF THERE ARE ANY D15CREPANCIE5, CONTACT ENGINEER. -7— cv PROP EVERGREEN BUFFER ce) Ca #4A THOMA5 M. DIAMANTINI & CEU15TE B. DIAMANTINI 40 0 40 av Izo GRAPHIC 5CALE IN FEET (CHECK BEFORE- USING) NO E5 1. THIS MAP 15 A CLA55 "D" QW1ERAL LOCATION SURVEY. THE TOPOGRAPHY SHOWN ON TH15 PLAN 15 CLA55 "T -D". TH15 MAP WAS PREPARED FROM RECORD RESEARCH, OTHER MAP5, LIMITED FIELD MEASUREMENTS AND OTHER SOURCES. IT 15 NOT TO BE CON5TRUED AS A PROPERTY /BOUNDARY OR LIMITED PROPERTY/BOUNDARY SURVEY AND 15 SUBJECT TO SUCH FACTS AS SAID 5URVF_Y5 MAY D15CL05E. 2. REFERENCE 15 WE TO PLAN SET TITLED "SITE PLAN ADVANCED A550CIATE5 M ROUTE 163 UNCASVILLE, CONNECTICUT 06302 APRIL 1996 SCALE I" = 40' SHEET 1-3 OF 3 REVISED UP TO 10-24-96". 3. TOPOQkAPHY TAKEN FROM PLAN REFERENCED IN NOTE #1 AND ADDITIONAL FIELD SURVEY BY TOTAL TECHNOLOGY, INC, 4. SITE 15 LOCATED IN AN INDUSTRIAL (1) ZONE. 5. LIMIT OF INLAND WF-TLAN05 WAS TAKEN FROM PLAN REFERENCED IN NOTE #2. 6. ALL UTILITY LOCA-nON5 ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO CONTACT "CALL -BEFORE -YOU -DIG" AT 1-000-922-4455 AT LEAST 40 HOURS PRIOR TO CON5TRUCTION. 7. TH15 PROPOSAL INVOLVES THE CONSTRUCTION OF SEVEN SELF 5TORAQF_ BUILDINGS TOTALING, 50,100 5F, A 400 5F SELF STORAGE OFFICE AND THE CON5TkUCTION OF A 10,500 5F CONTRACTOR'5 OFFICE/5TAQ41NQ BUILDING, A550CLATED PARKING, UTILITIES AND SITE IMPROVEMENTS. 0. TH15 51TE 15 5ERVICED BY PUBLIC SEWER AND WILL HAVE A DRILLED WELL - 9. THE BUFFER ADJACENT TO THE R-20 ZONE SHALL BE PROPOSED EVERGREEN TREE5 OR EX15TINQ INDIQENOU5 FLORA IF DEEMED SUITABLE AFTER COMPLETION OF GRADING. 10. LOWER SLOPES ADJACENT TO PROPOSED BASIN "X SHALL BE PLANTED WITH HERBACEOUS FLORA. 11, PARrINC4 CALCULATION: 400 SF SELF 5TOQAQF_ OFFICE 0 1 5PACE/250 5F = 2 SPACES 10,500 SF CONTRACTORS OFFICE/5TAQINQ 0 1 SPACE/ 1000 5F = it 5PACF-5 TOTAL PARKINC4 REQUIRED = 13 SPACES TOTAL PARKING PROVIDED = 14 SPACES 12 ALL PROPOSED LIGHTING SHALL BE INSTALLED TO MINIMIZE GLARE ONTO ADJACENT PROPERTY. 11 EXJ5TINQ WELLS SHALL BE ABANDONED IN AN APPROPRIATE MANNER UPON CONSTRUCTION (FILLED, DRAINED, PIPED, CONNECTED TO DRAINAGE SYSTEM, ETC.) AND SHALL BE FIELD CHECKED BY THE PLANNING DEPARTMENT OR DEPARTMENT OF PUBLIC WORKS. CONTRACTOR TO CONTACT THE PLANNING DEPARTMENT AT (060) 040-0549 40 HOURS IN ADVANCE OF REQUESTED IN5PFCnON(5). 14. PROPOSED SANITARY LATERAL CONNECTION SHALL BE INSTALLED PER TOWN OF MONTVILLE WPCA 5PECIFICATIONS AND SHALL HAVE A CLEANOUT TO QRADE AT LEA5T EVERY 75'. CONTRACTOR SHALL REPLACE ALL ROAD PAVEMENT DAMAQED DURINQ IN5TALLATION. C) ta Qj CD ........ .... 0 F_ ai 4?0P z LLJ . . S AN6UJ z AR Z 91,4 S Z7 1LJ _J — 0 # 3 _J C:) CL Lr) LJ 00 IT z U_ 0 C2� Z "M UJ CL UJ LL_ 701 r,A" CL 176'± FE 11 < z z _J I-- 0 x CL_ E - V11 z L3 Li F__ 65 z 0 W PROP BASIN A" PRO FE "2A" W90 G; - f _T_ U " RAIL 51'± C 41 0 UJ PROP 1 1 UJ _J CR #2 10 ROCK,,, BOULDER SLOPE (TYP) TYP '—plRop BCI�C (32 :3 P'ROP _J _J SEDIMENT) z 171 FNCF,F, C) ta Qj CD 4� 0 F_ UJ C:o CU 0 k CD <0 CD Td,.WwRy�,, Z , saw _J — 0 _J C:) Lr) LJ 00 IT z P C2� Z "M CL 60 leo ta ....... ..... I-V m n, z Py UJ 0 k 0 Td,.WwRy�,, 00 S, 60 leo 41,0 01 ct,� z z 0 UJ 0 k 0 jL 00 S, a, 01 z Z 0 CL V) 0 0 > U Q 0� (-) LAJ V) ly- LJ CL PjQ_ Ld OC 1997 TOTAL TECHNOLOGY INC. These drawings are the property of the Engineer and have been specifically prepared for the owner of this project, at this site, and are not to be duplicated or used in part or whole for any other purpose, project, location or owner without the expressed written consent of the Engineer. tip e, ON jL C2� Z CL LL_ CJ _J < z JLJ x _J --I z L3 Li F__ Z UJ AI < U Z C tip e, jL JLJ x 02 < UJ AI U Z C UJ 0 UJ _J U) < n a- < (32 :3 0— _J _J z 171 U > �y 0 0 < z 0 0 < [IF 5-1 MAP 15 COMPILED FROM OTHER MAP5, DF -F -D DIMF_N5ION5 4 ,ND OTHER 5OURCE5 OF INFORMATION, NOT TO BE. CON5TRUr AN ACCURATE SURVEY AND 5UBJP-CT TO FINAL CHANGESACCURATE. JOB NO� L A MORE SURVEY MAY D15CL05t. 6007 330 + BC LC CB, CLEV EX15T FT INV LF MIN MH N/F PERF PROP PVC PVMT 5AN 5F TF Ty P 5 S 20 -: 0 0 TlYl- 5t CON5 .1,JCTIDN QUENCE THIS PROPOSAL INVOLVES THE CONSTRUCTION OF 50,100 SF OF 5tLF-5T0RAQ4E 1. CONSTRUCTION WILL Bf_QIN WITH THE IN5TALLATION OF THE CONSTRUCTION EXIT TEST PIT DUG ON 4-14-97 AND WITNESSED BY BUILDIN(15, 400 5F 5f_LF-5TOeAC4 OFFICE AND THE CONSTRUCTION Of A 10,500 SF AT THE DRIVEWAY INTERSECTION WITH MAPLE AVENUE. SEDIMENT FENCE WILL ROBERT J. SCHUCH P.C. AND WILLIAM PIENIADZ CONTRACTOR'5 OFFICf_/5TAQNQ4 BUILDINQ4 AND ASSOCIATED PARKING, UTILITIES AND BE INSTALLED DOWNQ4RADIf_NT OF ALL CONSTRUCTION AREAS AS SHOWN ON THE CV SITE IMPROVEMENTS. TH15 PROPERTY IS LOCATED ON A 9.0* ACRE TRACT OF LAND PLANS. TP *1 LOCATED IN AN INDUSTRIAL ZONE_ THE DEVELOPMENT WILL TAKE PLACE ON Gr - 12" DARK BROWN TOPSOIL ESSENTIALLY 3 "PLATEAUS* AND BE ACCESSED BY A 24WIDE BITUMINOUS CONCRETE 2. IT 15 ANTICIPATED THAT THE LOWER PLATEAU CONTAININC4 BUILDINGS *1, *2, IZ* - 36" LIGHT' BROWN FINE SANDY LOAM DRIVEWAY. THE 51TE WILL BE CONNECTED TO THE MUNICIPAL SEWER AND WILL HAVE #3 AND #4 AND THE UPPER PLATEAU CONTAINING THE PROPOSED 5H0P/5TORAQ4E W - 132- CoZtY-BROWN SANDY GRAVELAN ON-51TE WELL. AVtL BUILDING WILL be CONSTRUCTED FIRST. IT 15 THE INTENTION OF THE OWNER o MOTTLING 0 OW', CIROUNDWATER AT 120', NO LEDGE TO DEVELOP THE MIDDLE PLATEAU CONTAINING BUILDINQ5 *5, *6, AND #7 AS SEDIMENT FENCE WILL BE INSTALLED DOWNQ4RADIENT OF ALL CONSTRUCTION ARM, THE MARKET FOR THE 5tLF-STORAGE UNIT BECOMES IN DEMAND. TH15 MIDDLE CATCH BASINS WILL HAVE 5TALED HAY M -f-5 SURROUNDING, THEM OURINQ PLATEAU, HOWEVER, WILL BE CLEARED AND GRADED IN ORDER TO FACILITATE CONSTRUCTION AND A CONSTRUCTION EXIT WILL BE INSTALLED AT THE DRIVEWAY THE IMMEDIATE INSTALLATION OF BUILDINQ5 *5, *6 AND #7 AND ASSOCIATED INTERSECTION WITH MAPLE. AVENUE. DRAINAC4t AND PAVEMENT. THE SITE WILL HAVE 3 DETENTION &A51N5 INSTALLED IN ORDER TO REDUCE THE 3. ALL CONSTRUCTION ARF -A5 WILL BE CLEARED OF VEQETATION AND THE AREAS co PEAK RATE OF RUNOFF FROM THE 51TE. THt5E BASINS HAVE BEEN OF-51QNf-D IN WILL BE GRUBBED AND STRIPPED OF TOPSOIL. THE 5TOCKPILE-5 OF TOP501L ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL PROTECTION 5TORMWATeR WILL BE STORED IN LOCATIONS AS SHOWN ON THE PLANS. PERMIT REQUIREMENTS FOR 134 CUBIC YARDS OF 5TORAQf/ACRE DRAINED, 4. THE CONSTRUCTION PLATEAU AREAS WILL BE WADED PROPERLY FOR THE IN5TALLATION Of THE BUILDINGS INCLUDING ROCK /BOULDER SLOPES. THE _*5 C49-A55F-D STAPES SHALL BE IMMEDIATELY LOAMED (4" MINIMUM). SEEDED AND MULCHED (OR HiittDtl)). BASINS A. 5, AND C WILL BE CONSTRUCTED OiC 4P INCLUDING THE ASSOCIATED STORM DRAINAGE CONNECTIONS TO THE tm5T]NQ SYSTEM IN MAPLE AVENUE. F_R0510N CONTROLS WILL BE INSTALLED AROUND ALL CATCH BASINS AFTER INSTALLATION AND BE MAINTAINED UNTIL PAVING 15 INITIATED. 30, 5. INSTALL FOUNDATIONS FOR BVILDINC45 AND ASSOCIATED UnUTIE5. PR OPOSED, GRAvEL co 6. BEQN BUILDINQ CONSTRUCTION AND INSTALL 5UBQ4RADE, PAVEMENT AND SURFACE CURBINQ. 7. STABILIZE ALL DISTURBED AREAS WITH LOAM (4" MINIMUM) AND 5EED WITH W.A55 TO STABILIZE. FEASIBLLP STOCKpU,, L 0, AFTER ALL SLOPES HAVE BEEN PERMANENTLY 5TABIUZF-D, REMOVE EROSION 4[)CA7?ON CB CONTROL MtA5URE5. Ty 350. (1 —4— CB/0/0 W 350.0,,07' 090, TP# I ap 4P PROP 1W PROP CONC BASIN "C" PA. RETAININ 355.00 G, rA 1 'WALLS FE "C` xam T3 #Ir) MH #10 APPRok 77 310,00., C4,770 1014 rt 353.0 or A LL S Ppop =00 #13) #16A _,5, ?Vp 100, APPRO J., 0lA-rF_ Tert UNF_ PROPOSEb 91 PR OPOSED Ca SHOP/STORAut; QQ x FF 3,55. 00 MEZZANINE ISO 1 FF 365.00 40' 1 , 1 4 ! ��M tQ fit' I � +1 #8 CB #7 TF 296.33 TF 296. 00 OP STOCLPILr PA 0 CB LOCATION 2W,pt� TF r94.50 PROP, 325' C', -4- mm PERFPVC f CURTAIN' DRAIN 4A A A. nv- '03 #4D C8i C C 1IF2(1-83 TF 271. 8 V 71!v �` j , � w1t C\2 0) z + 4 C) z: `F, -4% %y cr) PROP CQ CQ aftoo 0 0 360.50 C\l C) CO 0 C6 0 In to 4. , 1, . a �[- M 0 1 C\2 .cc W J r r PROP CQ J, CQ .9 SEDIMENT U E- UE �k FENCE , *z � 1 1 co ce) :*z cd co C5 !4ill IN I- f CQ z in 0 rx� co 406-8" c6la 'PVC FOOTING cc) DRAIN (v t C) a I�E SLOPE VARIES' E_ r4 IV I \I',- C/) I U) 01 V,o _41 0 C� �"0000 �zw E rf) N U) CV I CONTRACTOR SHALL NOT DEVIATE FROM ANY INVERT ELEVATIONS FOR STRUCTURES WITHOUT PRIOR AUTHORIZATION FROM THE f_NqNf_f_R AND THE TOWN OF MONTVILL.E. 2. D15TUIZBANCE OF SOIL SURFACE 15 RtC4ULATED BY STATE LAW. ALL WORK. 5HALL COMPLY WITH THE APPROVED "WADINQ AND EROSION CONTROL PLAN" TO PREVENT 012 MINIMIZE 501L EROSION. 3. THE INSTALLATION AND MAINTENANCE OF tRO51ON CONTROL DEVICES 15 THE RESPONSIBILITY OF THE LAND OWNER AND THE EXCAVATION CONTRACTOR. TOWN OFFICIALS MAY CONTACT WILLIAM PIENIADZ AT (060)040-2372 TO REPORT ANY FAULTY CONDITIONS. A PRE -CONSTRUCTION CONFERENCE WITH TOWN STAFF 15 REQUIRED PRIOR TO COMMENCEMENT OF ANY 51TE WORK OR DISTURBANCE. 4. THE CONTRACTOR SHALL USE THE "CONNECTICUT GUIDELINES FOR 501L EROSION AND SEDIMENT CONTROL" (1900), AS AMENDED AS A GUIDE -IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROL INDICATED ON THESE PLANS. THE QUIDELINt-5 MAY BE OBTAINED FROM THE CONNECTICUT COUNCIL ON 501L AND WATER CONSERVATION, STATE OFFICE BUILDING HARTFORD, CT 06106. 5. THE CONTRACTOR SHALL INFORM ALL CONSTRUCTION 517E WORKERS ABOUT THE MAJOR PROVISIONS OF THE r4RADINC4 AND EROSION CONTROL PLAN AND etwee THEIR COOPERATION IN AVOI0fNQ4 THE 015TVIZBANCE OF THE5t CONTROL MEASURES. 6. THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE 5MAI-Lf,5T PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME. 7. THE CONTRACTOR 15 RE5PON5151 F FOR THE TIMELY IN5TALLATION, INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES TO ENSURE PROPER OPERATION. S. THE CONTRACTOR SHALL INSPECT AND REPAIR M05ION AND SEDIMENT CONTROL DEVICES AT THE END OF EACH WORKING DAY AND AFTER EACH STORM. 9. THE CONTRACTOR SHALL NOTIFY THE tNCJNtfR OF U145AT15FACTORY ER05ION CONDITIONS NOT CONTROLLED BY THE QMINQ4 AND EROSION CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED BY TOWN OFFICIALS AND/09, ENQNEER. 10. ACCUMULATED SEDIMENT REMOVED FROM ER05ION CONTROL DEVICES 15 TO BE SPREAD AND STABILIZED IN LEVEL, EROSION-RC515TANT LOCATIONS AS GENERAL FILL 11. ALL DISTURBED AREAS NOT COVERED 13Y PAVEMENT SHALL BE PLANTED WITH GQA55 ON 4" THICr.NE55 OF TOPSOIL. 12. 5tf-DINC4. BETWEEN APRIL I TO JUNE 30 AND AUGUST 15 TO SEPTEMBER 30, ALL DISTURBED AREAS SHALL BE IMMEDIATELY WADED AND SEEDED TO PROMOTE STABILIZATION OF 5LOPE5. 5ft-DINQ SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING 5ttOINC4 AND SLOPE STABILIZATION DIRECT[Vt5: A. FINE GRADE 5EED BED TCC_4tTHtR WITH LlMt5TONF_ AT A RATE OF 90 L85/1,000 5F AND 10-10-10 FERTILIZER AT A RATE OF 7.5 L55/1,000 5F. B. APPLY THE FOLLOWING 5tED MIXTURE PER ACRE: KENTUCKY BLUE QRA55 AT 20 LBS, CREEPING RED FESCUE AT 20 LB5 AND PERENNIAL RYEQRA55 AT A RATE OF 5 LB5. C. IF 5PPOINQ CANNOT BE DONE WITHIN THE SPECIFIED 5ttDINQ4 DATE5, 5tf-D WITH ANNUAL RYtQ4RA55 AT A RATE OF I LB/ 1,000 5F AS A TEMPORARY MEASURE.. (LATER Rt5ttDINQ4 REQUIRED) OR 5ttD AS SPECIFIED AND PROVIDE MULCHING AND/OR PERIODIC WATERING FOR 5UMMER MONTH5. 13. MULCHING: IMMEDIATELY FOLLOWING, 5ttDINCib MULCH THE 5CEDtO SURFACE WITH STRAW OR HAY AT A RATE OF 1- 1/2 TONS/ACRE. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH IN SOIL SURFACE WITH TRACK MACHINE APPROXIMATELY 2" 3" TO ANCHOR. z rzlJ z CL U_ 0 %U 50' I a (_7 lAJ PROP 10' WIDE RIP RAP 1 2' I a / 1 SPILLWAY PROP OP 1 +tF BASIN "A" FE "2A" FREEST �FRE -SIGN At, K. CO k Y4 C� Z b Ul 274, 0 4M n 0 Em PPOP Q N 4A LLGEN SF Cd ZOXIMATE FFNCF, APPr EXISTING CONTOUR "k LOCATION OF 'op +1 WELL HOUSE TO + RoCy Wil -DF 0 BE ABANDONED ld J PROPOSED CONTOUR eo� 'S L0,P F, CQ\mt NOTE *13) PROP05ED 5POT GRADE k CV BUILDINSETBACK WOODED t U� IAKCA IV Q BITUMINOU5 CONCRETE UP CURB 1 1REMAINIi (TYP) C\? CATCH BA51N 3 CA ELEVATION C) A,) EX15TINQ k 0 + 4 A FEET . . .... 276, + 75, FEASIBLE STOCKPILE C' e� INVERT 1 1 i LOCATION ZA LINEAR FEET TO DRAIN MINIMUM 66 PROP MANHOLE SFT)IMENT F F Alft— AA - W, NOW 02 FORMERLY PERFORATED LP "n 4. I­KVl­U_)LU POLYVINYL CHLORIDE PIPE PAVEMENT REINFORCED CONCRETE PIPE 5LOPE SANITARY ,:)QUAPE FEET TOP OF FRAME TYPICAL APPQOXIMATf. LOCATION OF 5ANITA9-Y 5f7WEP LINE Fi;'_'CjPf35ED 5ANITAWY UNE, DUE TO DlST!1-1)9TION REPRODUCTION, TH15 PRINT MAY NOT "CALF tXA(71`rALL 5HOWP,1 0\�[-RqULL 5CAL-IN(l. lF HE 9_'F APP l Aly -ONTACT ff',R'ANEFk. 0 N THOMA5 M. C)AMANTINI CELESTE B. DIAMANTINI 0 -3 Z-3, IV 01 11% 0 0 < W U CD j� C3 z C) W 0 40 ac 'z° 15 MAP 15 COMPILE D FROM OTHER MAPS, DEED DIME.N5I0N5 D OTHER 5OURCE5 OF INFORMATION, NOT TO E. CON5TQUP_D k4 PHIC SOLE IN FT AN ACCURATE. 5URVE�-Y AND 5UBJECT TO FINAL CHANGE -5 RAEE (CHECK BEFME U51NC4) A MOR C_ ACCURATE, 5URVEY MAY 91501_05E� I IV 01 11% < W U CD j� C3 z C) W _J _5 z Z o W 00 to W CID An `t z CK U > LLJ LLJ 0- (L low U-1 W 1997 TOTAL TECHNOLOGY INC, These drawings are the property I IV 01 11% < :2 j� •f crt "0. z Z o ON (71 < •f crt z Z o Ch 0 0 CK U > LLJ LLJ 0- (L U-1 1997 TOTAL TECHNOLOGY INC, These drawings are the property of the Engineer and have been specifjcQlty prepared for the owner of this project, at this site, and are not to be duplicated or used in part or whote for any other purpose, project, location or owner without the expressed written consent of the Engineer. cr 0 Z 5 W Ci CU N, 11-1 < Z ciJ dl- 0 1.- 7- 0 < "0 < 0`N P U UJ :DUJ UPti J < UJ O LL_ U > < k "011111 0UJ 0 _J CL_ < < UJ 0- 0 _J _J U Z 0 < > NU UJ co PROP LIGHT POLE (TYP) LID I I -7-1 0 co 4- 0 CC) PROPOSED, GRAMCC) SURFACE Ir r CB #1 QI � sr ��,� 18" Cpp 8=0.01 CBt/,C) \ #17 yo ZD E- 1 \ w I I O o sp,� s 62'-18" CPP C) PROP S:=0.01 BASIN "C" (0o o 0 18- CPp QP1 FE C S:=0 01 C C) 000 Cl) ri, 0 ------ - S=0'01-_ CB #16 C 140'-18" MR 10 P PROP OP :9=0.30 S S, 870, N D P1 S LIGHT, �ryp) A7 C 60'-18" CPP 4) S- 0.15 n PR 00 OPOSED PROPO -14 SED�C�° SHOP/STORAGEP 40' V X 75' FF 355.00 MEZZANINE,, �J' CB 48 7500 SF FF 365.00 82'-18" CPPC 25`18 c 300() S=0.01 mp CB #775 ` f C 325'-6" PERF PVC CURTAIN LI 1 DRAIN S=0.10±\ (C00 Ci C3 r Go 0 -4 ' -4 X, CIO OD �5\ rMn �q A Co PROPI Q WELL A ,1 100 7- 400'-6" PE PVC FOOTING L 114V i 3d DRAIN (SLOPE VARIES 0 E_ E E_ alz 01inq 0 80'- 18" CPP > 0 0 S-015 11 F_ N D 4 � C'3 3130 EX15TINQ CONTOUR PROP05ED CONTOUP_ CLEOUT TO GRADE -- ---- BUILDING 5f_TbACK LINE INV 336-0011 EXISTING', SCLC BITUMINOUS CONCRETE UP CURB. . . . . . . . .... w000t-1) AR EA TO CB CATCH BASIN REMAIN CPP CORRUGATED PLASTIC PIPE► (TYP) FLEV ELEVATION F -)(15T EX15TINQ FT FEET i, 1 ti LPROP CLEANOUT INV INVERT TO GRADE, (TYP) LF LINEAR FEET MIN MINIMUM MH MANHOLE I«x I�-PROP SEP, 4ENT FENCE 0) _A: -i N/F NOW OR FORMERLY PERF PERFORATED co PROP PROPOSED PVC POLYVINYL CHLORIDE PIPE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE SLOPE SAN SANITARY SF SQUARE FEET TF TOP OF FRAME TYP TYPICAL 5 APPROXIMATE LOCATION OF SANITARY 5EWE2 LINE S PR0P05ED SANITARY UNE t DUE TO DISTORTION DURING REPRODUCTION, TH15 PRINT MAY NOT t' 5CALE EXACTLY, ALL DIMEN51ON5 5HOWN OVERRULE SCALING. IF THERE ARE ANY DISCREPANCIES, CONTACT ENGAIINEER. CATCH BA51N/MAN HOLL DATA CB*t I CBst 2 MHst 3 LLJ CBst 4 CB# 4A CB* 413 TF 241.50 TF 242.00 TF 260.00 0 0 TF 267-00 TF 267-00 > TF 270-50 INV 236.72 IN INV 236.90 IN INV. 252.20 IN INV 261-70 IN INV 263.62 IN INV 262.40 IN INV 236.72 OUT INV 236,90 OUT INV. 249-10 OUT INV 260.20 OUT INV 261.92 OUT INV 261.913 OUT C6# 4C CB# 40 CB# 4E CB# 5 CB# 5A ON C8# 6 TF 271.83 TF 271.03 TF 273-17 LLJ CC TF 291.50 TF 291.50 L) < TF 294.50 INV 266.443 IN INV 267-03-6" INV 269-00 OUT INV 206-40 IN INV 206-62 OUT INV 207.90 IN INV 266.23 OUT INV 267 60 IN INV 205.90 OUT INV 206.90 OUT U INV 26710 OUT 0 < 7' 0 © UJ U CB# 6A CB# 7 CB# 7A CB# 0 CB# 9 MH# 10 TF 297-50 TF 296.00 TF 297.50 TF 296-33 TF 297-50 TF 310.00 INV 291.06 OUT INV 291,15 IN [NV. 292.63 OUT INV 292.33- 6!' INV 293.50 OUT INV 306.00 6' INV 290.90 OUT INV 292.02 IN INV 302.00 IN INV 291-77 OUT INV 300.20 OUT C6# 11 CB# IIA CB# 12 CB# 13 CB# 13A C8# 14 TF 316.50 TF 316-50 TF 329.50 TF 340.00 TF 340.00 TF 353.00 INV 311.60 IN INV 311.02 OUT INV 324.40 IN INV 335-50 IN INV 335-72 OUT INV 340.70 IN INV 311.00 OUT INV 324.40 OUT INV 335.00 OUT INV 3413-713 OUT CB# 15 CB# 16 CB# 16A CB# 17 CB# 10 TF 353.00 TF 353.00 TF 352.00 TF 350.00 TF 3150.00 INV 349-00 OUT INV 345.00 IN INV 345.52 OUT INV 345-62 IN INV 345.00 OUT INV 344-00 OUT INV 345.62 OUT FE "2A" FE "A" FE "5" FE "C" INV 237-00 INV 237,00 INV 264.00 INV 300.00 CA 0 APpR0)(1,,14.rE T"E-E UNC Nop IN fl -PRO, .1 41P U. 'YAP 711DIP "n C N THOMAS M. Dl,'�MANTINI & CELE5TF B. "AAMANTINI 0 454 (�RAPHIC 5CAL._. IN FFF (CN -Cr, BEFORE U51NQ) 5AN MH "A7 IW 220.70 INV 235.00 -PROP CORE BORE PROP SAN CONNECTION INTO MANHOLE WITH INSIDE DROP 0% '%jz rZIJ :3 C) 1`_ N- UJ IL 01 (_7 a U.) f X04 pA FE "A 0 C) ?b PROP 4" THICK RIP RAP BASIN BOTTOM (TYP) 0 PROP PROP 10' WI BASIN "A"U p 1 '0 - I. -J RIP RDE AY C SPILL 20'-24" C P S=0.005 ROP FREESTANDING SIGN S=O.UUV IN 0 .................. PROP 1:l ER �zl,OP'E (TYP) PROP SEIDII&F,N�T FENCE (\J 70'-24' CPP S=0.bo �Xvq iy-IsTINvx G PIPE am (F- cFrA_-_ 0 *;4 (7% 01 LLJ LCIA < Z z z 0 0 *--4 0 > U U U LLJ ra wCl- 1997 TOTAL TECHNOLOGY INC, These drawings are the property of the Engineer and have been specifically prepared for the owner of this project, at this site, and are not to be duplicated or used in part or whole for any other purpose, project, location or owner without the expressed written consent of the Engineer, ON z Ci LLJ CC < z z Lli L-0 z L) < < U :D UJ U 11 UJ 0 < 7' 0 © UJ U Q n < < 02 N -4 CL C) _J 0 < X7 CATCH BASIN HAYBALE -- (TYPICAL) (TYPICAL) FLOW FLOW ANCHOR EACH HAYBALE WITH TWO 2' X 2' X 3' STAKES FINISHED GRADE----\,,,, ADJUST TO GRADE WITH REQUIRED SEWER BRICK OR MANHOLE RINGS (B" MINIMUM TO 21- MAXIMUM) STANDARD TOP CONE I" x 1" BUTYL RUBBER CASKET AT ALL JOINTS 4 /—CAST IRON MANHOLE FRAME AND COVER COAT ENTIRE SURFACE 24" WITH TWO COATS BITUMINOUS WATERPROOFING 30" - -0 4 "ICOR—N—SEAL ' DIAMETER RUBBER BOOT MAXIMUM DIMENSION TO FIRST PIPE JOINT—r---- SLOPE SLOPE- 6" MINIMUM OF 3/4" 4 - CRUSHED STONE BASE -___A_ NOTE: BASE, RISERS AND TOP CONE TO BE CONSTRUCTED OF REINFORCED CONCRETE. SCAN ITARY MIANHOLE Y'H_ i S I'ALL E N "I" Tt B, S A T11 N A' A "' INS A' STEPS (PRECAST INTO WALL SECTION) COPOLYMER LADDER RUNGS STANDARD RISERS (AS NEEDED) BLACK PLASTIC EDDGING, IF REQUIRED ON PLAN - FINISHED GRADE LINE ,STANDARD BASE COMPACTED SUBGRADE A to TOP OF BENCH HEIGHT TO CROWN -111=1 11-1 I I=111-911-1 I E-1WI, - CONCRETE OR BRICK TABLE PLANTING KinT17 COMPACTED C-4 BACKFILL FLOW 100* �71 z A N T FE' 7 F_ 'PLAN VIEW -7 TOP OF FRAME ELEVATION APPLIES HERE 3 10 Y16— TYPE "C" STEEL 2" FRAME & GRATE E3L—J 2" 4'- 4�/_471 2 2 3/1 2' 1/2" 3 f 7 z 2'-1318" 3ACKFILL WITH APPROVED �ATERIALS THROUGHLY TAMPED IN LAYERS AS SPECIFIED. '/>Y/,' 12" MINIMUM-� REMOVE BURLAP BACKFILL IN THIS AREA TO BE FROM TOP 1/3 OF BALL 2-3 BARK MULCH OR 'y STONE, IF REQUIRED ON PIPE AND PROCESSED GRAVEL PLAN A! LAYER OF LANDSCAPE .1 FABRIC, IF REQUIRED ON PLAN FOUNDATION TO BE SHAPED • LAJ Cie V) LLJ ,STANDARD BASE COMPACTED SUBGRADE A to TOP OF BENCH HEIGHT TO CROWN -111=1 11-1 I I=111-911-1 I E-1WI, - CONCRETE OR BRICK TABLE PLANTING KinT17 COMPACTED C-4 BACKFILL FLOW 100* �71 z A N T FE' 7 F_ 'PLAN VIEW -7 TOP OF FRAME ELEVATION APPLIES HERE 3 10 Y16— TYPE "C" STEEL 2" FRAME & GRATE E3L—J 2" 4'- 4�/_471 2 2 3/1 2' 1/2" 3 f 7 z 2'-1318" 3ACKFILL WITH APPROVED �ATERIALS THROUGHLY TAMPED IN LAYERS AS SPECIFIED. '/>Y/,' 12" MINIMUM-� - BACKFILL IN THIS AREA TO BE �Xz 3/4" BROKEN STONE FOR PVC 'y it PIPE AND PROCESSED GRAVEL , D N 0 A! FOR ALL OTHER INSTALLATIONS. .1 0 0� C) Q) FOUNDATION TO BE SHAPED • LAJ Cie V) LLJ TO FIT PIPE EXTERIOR AT 0- Q_ 02 THIS HEIGHT 6" �__NO ROCK WITHIN THIS TO PROJECT LINE. TRENCH DET AIL FU M tc? C) UJ ANDm UJ _J _ L R of the Engineer and have been specifically prepared for the owner ry SLOPE OF PROPOSED 4 FINISHED GRADE FINISHED without the expressed written GRADE ........ ... ...... ....... ON < ON 4- THICK LAYER APPROVED BANK C> Lu C> OF TOPSOIL WITH RUN GRAVEL FILL _J Z �n Z d 0 Q:) < < z LIME, FERTILIZER, SEED & MULCH Z: 04 3/4" CRUSHED STONE W -:n �O 4 > <7 C4 cs 6" PERFORATED PVC PIPE WITH HOLES DOWN 47 47, t<3 a 3 FILTER FABRIC 24" ---6" MINIMUM LAYER OF 3/4" BROKEN STONE SECTION A -A SECTION B -B 2 E "AL Ld aIN 6" HIGH MACHINE FORMED BITUMINOUS CONCRETE UP CURB e-, WORK TOPSOIL CAREFULLY AROUND BALL. SOAK THE TOPSOIL MIXTURE BELOW AND AROUND BOTTOM OF BALL WITH WATER. FILL HOLE UP HALFWAY NTH TOPSOIL MIX AND SOAK COMPLETELY WITH WATER ONCE AGAIN. FINALLY, FILL HOLE TO TOP WITH TOPSOIL MIXTURE AND REPEAT SOAKING PROCEDURE 1 n N"11ING 2" X 2" X 9' STAKE, FASTENED TO TREE BY MEANS OF 2 STRANDS OF 12 GAUGE WIRE, TWISTED, TREE TO BE FASTENED TO EACH STAKE AT APPROX. 5' LAYER OF LANDSCAPE FABRIC, IF REQUIRED ON PLAN BLACK PLASTIC EDGING, IF REQUIRED ON PLAN----,\ TOPSOIL AND PEAT MOSS MIXTURE NOTE: ALL TREES BELOW 3" IN CALIPER SHALL BE STAKED RUBBER HOSE COLLAR BURLAP OR WATERPROOF WRAPPING MATERIAL REMOVE BURLAP FROM TOP 1/3 OF BALL 2-3" BARK MULCH OR STONE, IF REQUIRED ON PLAN FINISHED GRADE 1=1 I EA ILII El COMPACTED SUBGRADE TOPSOIL AN D PEAT MOSS MIXTURE. SOAK THE TOPr. - SOIL MIXTURE BELOW AND AROUND BOTTOM OF BALL, WHEN HOLE IS HALF FULL OF TOPSOIL MIXTURE, SOAK AGAIN. FILL HOLE COMPLETELY NTH TOPSOIL MIXTURE AND WATER AGAIN. —STAKING a .E D PROPOSED GRADE EXISTING -GRADE TO BE LOAMED AND SEEDED HEIGHT VARIES BASIN "A" 4.5' BASIN "B" 6' BASIN "C" 3'---, 12"-18" THICK MODIFIED RIP RAP SLOPE (TYP) 12*-';;" THICK MODIP-E--, RIP P BOTT TP I U'A L B A S 110 EXISTING GRADE �-FILTER FABRIC PROP 12"-18" ELEV 300 THICK RIP Q -Y--) RAP SLOPE 12"-18" THICK MODIFIED RIP RAP BOTTOM BASIN "C" OUTLET WEIR 50' WETLANDS BUFFER OF JOB N& N co it z z z CL 0 0� C) Q) > • LAJ Cie V) LLJ QUJ 0- Q_ 02 7' U if C) LL_ > tc? C) UJ 1997 TOTAL TECHNOLOGY INC. UJ _J Mr of the Engineer and have been specifically prepared for the owner ry of this project, at this site, and are not to be duplicated or used k. 4 purpose, project, location or owner without the expressed written consent of the Engineer, ON < ON Z Lu LL_ w LLJ < Z :D _J Z �n Z d 0 Q:) < < z TTT T T'� OF JOB N& N co it z z z CL 0 0� C) Q) > U LAJ Cie V) LLJ QUJ 0- Q_ 02 7' U if C) LL_ > tc? C) UJ 1997 TOTAL TECHNOLOGY INC. UJ _J These drawings are the property of the Engineer and have been specifically prepared for the owner ry of this project, at this site, and are not to be duplicated or used k. in port or whole for any other purpose, project, location or owner without the expressed written consent of the Engineer, ON < ON Z Lu LL_ w LLJ < Z :D _J Z �n Z d 0 Q:) < < z OF JOB N& as UJ ✓ 02 7' U if C) LL_ > tc? C) UJ UJ _J C) n a- UJ 27. T7 OF JOB N&