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HomeMy WebLinkAbout1P.O. BOX 1220 INDIANAPOLIS, INDIANA 46206 (317) 263-6347 BART BRETSH AMERITECH 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA. 46220 (3'17) 252-4265 BRAD REYNOLDS PSi P.O. BOX 876 CARMEL, INDIANA 46032 (317) 581-3040 JAY ALLEY CLAY TOWNSHIP REGIONAL WASTE DISTRICT P.CI. BOX 40638 INDIANAPOLIS, INDIANA 46240 (317) 844-9200 ECC. F0. Box 757 E C {�.. Uarnwl. 1N, 46032 DE@O'IELO-1011ANT CORP PN: (317)846-5W A tradition built on quality and Service. 1,4-V (317)848 838 TOM BOWERS INDIANA GAS COMPANY 550 WEST COUNTYROAD 125 SOUTH LEBANON, INDIANA 46060 (317) 776-5568 STEVE CASH HAM ILTCIN COUNTY `URVE=(OR OFFICE ONE HAMILTON SQUARE, _FFE 146 HAVhLION COUNTT .!11DICIAL CENTER NOBLESVILLE, INDIANA 46,060 ('317) 776-8495 JOHN SOUTH HAMILTON COUNTY SOIL & WATER CONSERV. 925 DIVISION STREET NOBLESVILLE, INDIANA. 46060 (317) 773-1406 KATE BOYLE-WEISE CITY ENGINEER/DEPT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571-2441 DEPARTMENT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, INDIANA 46032' (317) 571-2417 ARK PLAC CENTRE CARMEL SCIENCE& TECHNOLOGYPARK BLOCK 2 ADAMS STREET CARMEL., INDIANA 46032 C1 C2 C3 C4 C5 C6 C7 C8 C9 SHEET INDEX PROPOSED SITE PLAN EXISTING TOPOGRAPHY PLAN DRAINAGE / GRADING PLAN EROSION CONTROL PLAN SITE AND DRAINAGE DETAILS SANITARY / WATER UTILITY PLAN SANITARY DETAILS AND NOTES WATER NOTES AND DETAILS SPECIFICATIONS LANDSCAPING / EXT. LIGHTING PLAN SIGNAGE DETAILS PRELIMINARY FLOOR PLAN PRELIMINARY ELEVATIONS VICINITY MAP FEELER--WEBB ASSOCIATES Consulting Engineers-Plal;nners-S'u.rveyors TELEPHONE (317) 574-0140 FAX (317) 574-1269 486 GRADS E DRIVF E ---MAP kwo*ooktree net CARMEL, INDIANr� 46L::_ PFCOEi:T No 9906- 7, A LEGEND 0. CONCRETE E "`_` I/Et'IEN- -T --T E 4SE!"'ENT Va' "LL;T­1N,'-1 P"NE-1 TOP OF C,�RB -6- SE BACK LINE DU7'�' 15f=�4 T f=�LVET'IEN-7 5CREEN F`Rs.- 5T"150- COLOR5 B'T " 'D' :0 \�TY s CENTEIFRL INE 0; N4L GA /Nj S GAS GAS UNDERGROUND G4e �141N F4,R<ING 5f= 'CE V) I — -ND TELEGOMMUNICATION6 I TCDD ACZES&BLE PROfnEfRT"r- or R/UJ LINE -1,5PI.4,4L7 F=4 VE"TEN7 UNDEfRGROUND ELECTRIC LINE Holey Maley says, w WATER LINE "DOr"41"T DIG BLIND a CURB INLET Call Monday through Fridoy-7 AM to 6 PM 24ROLLED CONCRETE CURB•&'xro' 4MERITEC-,, Fi,4ONE �=ETEDE-ST4L 21 50. A LLRIWJM F FINISH AS PER SPECtFICATI p 1 N! CONCRETE FOC f=ARK!W-s LOT CONCRETE RAMP 4 APRON5 RIBBED TEXTURE ON SLOPE OF RAMP 6' STRIFES COLOR 45 MER SPECS 1 --I- rR1-41T- L_lz: .41 L_ ___1 --I- __ I I; 5C --E \1 C/ ) )/EGET4TION "RBOR5 OF C4FQMEL LIT-11TED, PARTNERSI-11P 8 VAL11E FARKINC-7 51CaN INSTR-0 S5-41446 oa Cs ZONED M-3 04 NO' 6C 4R5OR5 OF LUATER V x20'TRASH RECEPTICAL W/ 6' >",X: ;x\ MASMPY WALL A xGATE SEE DTL. 4/05 X X )K 11k, 1� k, k A L x x, ,,/' rur i '� j 6,�G - - - - - .i 7`` ilk �u., .'`7.\C/�j•:` %�F' �%C n.. 1 r �A I LT _ �._ ... X Ll < X 10' x 20' TRASP RECEPTICAL W/ ro, x 5) X MA_44:XI1RY WALL 4 S. \x X X x, r -x Cs4TE SEE OTL4/r5 IxXI /K x (0 X S.x X �A' IWOS 4v 'X Ry T A14 . . ;; ',;z I M X DETAILS LBRO; I x, v X, 6 "ET 0-56 T -Lit SO q y x PER N >1 DL 01 'X 'x� X 7 23, x x I VV() S, IV", _cy S�k yp�R .40 too ft. ADA 816N 4 RAMP As (_ _ WE DETAILS IJNI-r, 1 4 2 T &4T ra,x a ASPHALT v= -LF� (SEE DTL I/C5) 4 VIDE \ l� . �• fc1 ., ? \' 1.AP'Y z \� t \L 5, 3p., , ­ - LIGHT -ID LITY I WO S�7, -MAS 2 li� w x to' BLOCK 2 CVR -1 5 e 40 U_ wo 0 V PF2 % �:LRa <1 , , ;f — - z < 101 .- 7;.,� , -_ 4 C4 C) 4 LIGWT-DUT Ul cf) 0 V, A51DWALT z \-S 1�". < (SEE DTL I/C5) 0 2 y x1!' ARrI aF= CONC. CURS c: (5EE r -)TL Ty= LLJ GRA5 All LANE 'Y'Vf v -Nr 99 UNIT'A - V At"J ADA 5,GN 4 RA -1;- 71p 1 112 6 TWO STORY MASONRY X, y -7 L 1p;�o '�x J 7,204 X� >, BLOCK 4 V, OFFICE BUILDING 8 • • ZONED M-3 TO +-OLDINGe, "L --- ITT' j7 C. I __ 0 .. 4 7y LOTI, BLOC< 2 p :�po 1NeTF2* 97-279-45 ::ONEE: --3 Fz err -5 -FE 'DTL, ADA GiGN 4 WA 0 SEE DETAILS ov. �:�\/E .4 "Ib 5.7 LOT 3 < 2. A-1- 6" CONCRETE rw()'�TOAR Z BLOC C CURB (TYP) se� CA! U RVE SONI? y > 24' ROLLED aGRASS -EnmA� RADII to 0 cti!SEE DTL 1/_51 - V sak V AiA 4 Cid DIN(3 1p S-\0 0 ,T��S" ASPHALT 51 PATH 5I-4,4LL 163' 8" P vC L CC, ON — -C4Rr1 TO F,4\,EMENT 5ECTI CC*,F 4; AS SFECIFIEC' BY (.�ARMEL E�'�. 4 _ __ , I - %-? '. - LL \ /LE SANITARY MANHOLE SANIT��RY MANHO -G 44 r RELI\ moi' � �%' v,F: �' ,<p� '%'�, '"/� -A-5TAR LIFE 1N5UR­%NC.E SO?-1P4N-y- BLOCK I MASONRY/C%ATE &5N 7 L GAS ILA 1z /7 ZONED t*41-3 rc> Site dctc: Zoned M-3 Lot area 7.393 Ac. or E_� Lot coverage 65.7 0111 Customer parkinq 385 ((10' x 18' spaces) Handicapped poking a PrOPOSeO parking 393 LSANITARY MANHOLE ARY MANHOLE SANITARY MANHOLE Requ;red parking 393 UNIT'A' TWO STORYINII-ASON"RY OFFICE BUILDING 8 CONDO UNITS 8,102.8 sq. fl. (NET) TOTAL GROSS I I ?.SS() Sq. fl. TOTAL NEI' 99,054.2 sq. ft. 385 SPACES 8 ADA SPACES , a. ft sq. ft. 711 7 58.83' UNrr'A-I' TWO STORY MASONRY OFFICE BUILDING 7.? 4 0, 6 CONDO UNITS 6,047.8 sq. ft. (NET) Minimum Prort Yc' a Setback 20 Minimum Rear Yord Setback 2x Buildina Het9ht Minimum Sid# Yard Setback "o, CURVE OR C_!NEfRGY ELCTRIC, BOX RADIUS ;:iRE I4r-DR4NT CHOP D "!G"7 FCLE --ILN STREET 5 1 C; N MANMANHOLEFLOW C-1 - 01a - elO 4 1:;,- R 0 U) =_XiSTING CONTOUR --I- rR1-41T- L_lz: .41 L_ ___1 --I- __ I I; 5C --E \1 C/ ) )/EGET4TION "RBOR5 OF C4FQMEL LIT-11TED, PARTNERSI-11P 8 VAL11E FARKINC-7 51CaN INSTR-0 S5-41446 oa Cs ZONED M-3 04 NO' 6C 4R5OR5 OF LUATER V x20'TRASH RECEPTICAL W/ 6' >",X: ;x\ MASMPY WALL A xGATE SEE DTL. 4/05 X X )K 11k, 1� k, k A L x x, ,,/' rur i '� j 6,�G - - - - - .i 7`` ilk �u., .'`7.\C/�j•:` %�F' �%C n.. 1 r �A I LT _ �._ ... X Ll < X 10' x 20' TRASP RECEPTICAL W/ ro, x 5) X MA_44:XI1RY WALL 4 S. \x X X x, r -x Cs4TE SEE OTL4/r5 IxXI /K x (0 X S.x X �A' IWOS 4v 'X Ry T A14 . . ;; ',;z I M X DETAILS LBRO; I x, v X, 6 "ET 0-56 T -Lit SO q y x PER N >1 DL 01 'X 'x� X 7 23, x x I VV() S, IV", _cy S�k yp�R .40 too ft. ADA 816N 4 RAMP As (_ _ WE DETAILS IJNI-r, 1 4 2 T &4T ra,x a ASPHALT v= -LF� (SEE DTL I/C5) 4 VIDE \ l� . �• fc1 ., ? \' 1.AP'Y z \� t \L 5, 3p., , ­ - LIGHT -ID LITY I WO S�7, -MAS 2 li� w x to' BLOCK 2 CVR -1 5 e 40 U_ wo 0 V PF2 % �:LRa <1 , , ;f — - z < 101 .- 7;.,� , -_ 4 C4 C) 4 LIGWT-DUT Ul cf) 0 V, A51DWALT z \-S 1�". < (SEE DTL I/C5) 0 2 y x1!' ARrI aF= CONC. CURS c: (5EE r -)TL Ty= LLJ GRA5 All LANE 'Y'Vf v -Nr 99 UNIT'A - V At"J ADA 5,GN 4 RA -1;- 71p 1 112 6 TWO STORY MASONRY X, y -7 L 1p;�o '�x J 7,204 X� >, BLOCK 4 V, OFFICE BUILDING 8 • • ZONED M-3 TO +-OLDINGe, "L --- ITT' j7 C. I __ 0 .. 4 7y LOTI, BLOC< 2 p :�po 1NeTF2* 97-279-45 ::ONEE: --3 Fz err -5 -FE 'DTL, ADA GiGN 4 WA 0 SEE DETAILS ov. �:�\/E .4 "Ib 5.7 LOT 3 < 2. A-1- 6" CONCRETE rw()'�TOAR Z BLOC C CURB (TYP) se� CA! U RVE SONI? y > 24' ROLLED aGRASS -EnmA� RADII to 0 cti!SEE DTL 1/_51 - V sak V AiA 4 Cid DIN(3 1p S-\0 0 ,T��S" ASPHALT 51 PATH 5I-4,4LL 163' 8" P vC L CC, ON — -C4Rr1 TO F,4\,EMENT 5ECTI CC*,F 4; AS SFECIFIEC' BY (.�ARMEL E�'�. 4 _ __ , I - %-? '. - LL \ /LE SANITARY MANHOLE SANIT��RY MANHO -G 44 r RELI\ moi' � �%' v,F: �' ,<p� '%'�, '"/� -A-5TAR LIFE 1N5UR­%NC.E SO?-1P4N-y- BLOCK I MASONRY/C%ATE &5N 7 L GAS ILA 1z /7 ZONED t*41-3 rc> Site dctc: Zoned M-3 Lot area 7.393 Ac. or E_� Lot coverage 65.7 0111 Customer parkinq 385 ((10' x 18' spaces) Handicapped poking a PrOPOSeO parking 393 LSANITARY MANHOLE ARY MANHOLE SANITARY MANHOLE Requ;red parking 393 UNIT'A' TWO STORYINII-ASON"RY OFFICE BUILDING 8 CONDO UNITS 8,102.8 sq. fl. (NET) TOTAL GROSS I I ?.SS() Sq. fl. TOTAL NEI' 99,054.2 sq. ft. 385 SPACES 8 ADA SPACES , a. ft sq. ft. 711 7 58.83' UNrr'A-I' TWO STORY MASONRY OFFICE BUILDING 7.? 4 0, 6 CONDO UNITS 6,047.8 sq. ft. (NET) Minimum Prort Yc' a Setback 20 Minimum Rear Yord Setback 2x Buildina Het9ht Minimum Sid# Yard Setback "o, CURVE OR DELTA RADIUS LENGTH I TANGENT CHOP D CHORD --ILN ?-23REV. C C-1 - 01a - elO BEARING Q DRAWN Lf) I vs # I C 57.15'00" 1 r05 00' 1004 2` 548 51' i 962.94' S 52*45'00' E #1 OUT 45'015'10' I 1040. IV 81858' 431 88' 797-71 S 58*49'25- E #3 65-07'22- 375,00' 426.23' 239 47' 403_65 T 1 N 68'50'01" * #444*27'30" LAJ CL 385 00 298 74' 157 34' 291,30' S 88'0615" W #4 OUT 31'43 42" 420 00 i 232.58 119 36 229 62 1 85'31'51' W LJ Z W #6 20-50'00- 895.00' 325 43 164-53' 64 53' 323 64 N 80'50'00" W #6 IN 20'5G'00' 860.0'.'312.71 158.10 310—.999'' N 80-50'00- W II L? CC 22 97' N 89'30'00" E L2 I 22 97 I 5 89*30'0 w 0 A 90.00 '00` 25 00' j 39 27' 4.98' 35 36' N 69*07'30' w A-1 90'0000" 25.00' 39.27' 4 98' 35 36 N 69-07'30- IN & 1 12*08'52" 104000' 220.50- 110.67' 220.09 I S 30'1134" E B-1 12'01'22" 1050 GO' 220.33' I 21993• i S 30'08'11" F 4 42e 93 47.b51 93 12* N 7214'24" F FROP05ED 51TE FLAN GRAPHIC SCALE z 0 30 45 so go So IN FEET I inch = 40 ft PRO,.. No 05 e DATE REV ?-23REV. C C-1 - 01a - elO 0 C4 Q DRAWN Lf) I vs X SHEET < LL LAJ F03 0 Q0 U) Fz K < 0 Uj z Z LAJ CL LLJ 0 00 C4 0 0 CA La V) LJ Z W :z 0 z cr _j q. CC CC 0 0 0 Iffil t: O z CL z 4 � z w r.) —1 OL F-- Z(J) z A (S) PRO,.. No 05 e DATE REV ?-23REV. C-1 - 01a - elO DRAWN 8,' SHEET C1 10 THIS SURVEY IS BASED ON AN ON-SITE INSPECTION PERFORMED ON JUNE 15, 1999. THIS SURVEY REFLECTS BOUNDARY LINES OF THE SUBJECT REAL ESTATE WHICH CLOSE BY CALCULATION. THIS SURVEY WAS COMPLETED WITH THE BENEFIT OF A TITLE COMMITMENT FROM HAMILTON TITLE SECURITY, LLC, COMMITMENT No. 990901, EFFECTIVE DATE FEBRUARY 26, 1999. BY GRAPHIC PLOTTING THE. ABOVE DESCRIBED TRACT DOES NOT LIE WITHIN A DELINEATED WETLAND PER U.S. DEPARTMENT OF INTERIOR WETLAND INVENTORY MAP, OF THE CARMEL WEST QUAD EFFECTIVE DATE 1990. ALL LOT LINES AND SHOWS THE LOCATION AND DIMENSIONS OF ALL IMPROVEMENTS (EXCLUDING PADS, ROADWAYS AND PARKING AREAS) ON THE SUBJECT PROPERTY AND THE DISTANCE THEREFROM TO THE NEAREST FACING EXTERIOR PROPERTY LINES OF THE SUBJECT PROPERTY. THE MEANS OF ACCESS AND LOCATION AND RIGHTS -OF --WAY BOUNDARIES OF ALL ADJOINING STREETS TOGETHER WITH THE WIDTH AND THE NAME THEREOF. BUILDING SETBACK LINES ESTABLISHED BY APPLICABLE ZONING AND/OR OTHER GOVERNMENTAL ORDINANCES OR REGULATIONS. LOCATION OF UTILITIES WITH ABOVE GRADE VISIBLE EVIDENCE SERVING OR EXISTING ON THE SUBJECT REAL ESTATE! ARE AS SHOWN. ALSO, SHOWN IS EVIDENCE OF UTILITIES AS ISSUED TO KEELER- WERH ASSOCIATES BY THE OWNERS. THIS. SURVEY WAS BASED IN PART ON A PREVIOUS SURVEY PERFORMED BY PAUL I. CRIPE INC., DATED DECEMBER 17, 1996, PROJECT No. 80381-30201. DY GRAPHIC PLOTTING THE ABOVE DESCRIBED TRACT DOES NOT LIE WITHIN A KNOWN FLOOD PLAIN, 70NE (+;) PER FEMA FLOOD INSURANCE RATE MAP, PANEL No. 180081-0008C EFFECTIVE DATE MAY 19, 1981. THE BASIS OF BEARINGS IS BASED ON A CONDiTION.AL. SECONDARY PiJ.T FOR CARMEL SCIENCE & TECHNOLOGY PARK PER PLAT BOOK 13 PALL 66 IN THE Of FICE OF THE RECORDER OF HAMIE-TON COUNTY. LOT 2, BLOCK 2 LEGAL DESCRIPTION Pc!t of Block 2 it Carmel Science & Technology Park, the Conditional Secondary Plat of which, was =corded November 20, 1986 in Plat Book 13, pages 65-71. and Corrected by Certificate of Correction rated February 12, 1998, and recorded March 10, 1998, as Instrument 9811593, all in the Office of the Recorder of Hamilton County, Indiana, more particularly described as follows: +eglnning at the westernmost corner of suid Block 2, which point is on the Northeasterly right of way f +-orrnei !)rive; thence along the Northerly boundary rIf said Rlock 2 the following three ses (1) North 66 degrees 37 minutes 43 seconds East 500.46 feet; (2) South 79 degrees 13 n,,ies 44 seconds East 568.58 feet; (3) North 89 degrees .30 minutes 00 seconds East 22.97 fret; thence South 00 degrees 30 minutes 43 seconds East 350.00 feet to a point on the Southerly boundary of said Block 2 and the Northerly right of way line of Adams Street; thence along the Southerly boundary of said Block 2 and the Northerly right of way line of said Adams Street the fc,llowing five courses. (1) South 89 degree=s 30 minutes 00 seconds West 22.97 feet to a curve having a radius of 860.00 feet, the radius point of which bears North 00 degrees 30 minutes 00 seconds West; (2) Westerly along said curve 312,70 0 feet to a paint which bears South 20 degrees rrlinutes 00 seconds West from said radius point; (3) North 69 degrees 40 minutes 00 seconds Wast 116.61 feet to -urve having a radius of 420.00 feet, the radius point of which. bears South 20 degrees 20 minutes 00 seconds West; (4) Westerly along said curve 232.58 feet to a point which be.OrS North 11 degrees 2.3 minutes 42 seconds West from said radius point, and which point is on a reverse curve having a rodius of 375.00 feet, the radius point of which bears North 11 degrees 23 minutes 42 seconds West; (5) Westerly and Northwesterly along said curve, transitioning from the Northerly right of way line of said Adams Street to the Northeasterly right of way line of said Carmel Drive, on arc, distance of 426.2.., feet to the Poin? of Beginning, which point bears South 53 degrees 43 minutes 40 seconds West from said radius point; containinq 7.000 acres, more or less LUT 3, BLOCK 2 LEGAL DESCRIPTION Part of Block 2 in armel Science & Technology Park, the Conditional Secondary Plat of which was recorded November 20, '986 tri Plat Book 13, pages 65-71, and Corrected by Certificate of Correction, dated February 12, 1998and recorded March 10. 1998, as instrument 9811593, all in the Office of the Recorder of Hamilton County, Indiana, more particularly descr,ted as follows- 1`31`;+NNiNG at the Westrrnost corner of said Block 2, which point is on the No rtheast rI y right -of -way line of Carrnel Drive; thence Southeasterly along a curve concave Northeasterly, the radius point which bears North 53 degrees 43 minutes 40 seconds East, 375.00 feet, a distance of 426.23 feet, to a point or+ sold curve being North 11 degrees 23 minutes 42 seconds West, 375.00 feet, to the Northerly right--of--way line of Adorns Street; thence continuing Southwesterly along the Northerly right -of --way line of Adams Street, along a curve concave Southeusterly, from a point which radius point lies South 11 degrees 23 minutes 42 seconds East, 420.00 feet; thence along said curve 93.31 feet, to a point on said curve, the radius point being South 24 degrees 07 minutes 30 seconds Fast, 420.00 feet; thence continuing along said right -of-way line, `_youth 65 degrees 52 minutes 30 seconds r West, 143.16 feet, to a curve (.onc.ave Northeasterly, the rodius point being North 24 degrees 07 minutes .30 seconds '(Nest, 25.00 feet; thence along said curve Northwesterly, a distance of 39.27 feet, to a point on said curve, the radius point being North 65 degrees 52 minutes 30 seconds East, 25.00 feet, thence North 24 degrees 07 minutes 30 sec onds West, 32.69 feet, to a point on a curve concave Southwesterly, the radius point being North 65 degrees 52 minutes 30 seconds East, 1040.00 feet: thence Northwesterly along said curve 329.53 feet, tc :i point, the radius point being North 47 degrees 43 minutes 13 seconds East, 1040.00 feet, also bemq the POINT OF BEGINNING, containing 0.393 Acres or 17,104 square feet, more or less `�ubject to covenw0s, conditions, obligations, and restrictions for Carmel Science and Technology Park, as set out in a Declaration of Development Standards, executed November 20, 1986, and recorded November 20, 1986, in Miscellaneous Record 181), pages 615-651, and recorded as Instrumcnt 88-10897, and orrlended by First Amendment to Development �tnndords dated August 19, 1988, .and recorded Auqust 24, 1988, as instrument 88-17 832, and by Modification and Amendment recorded January 30, 1990 as 'nstrument Nos. 9002282 and 9002283, and further 6v Declaration Reynroing Successor Deveio fe, und further umended by Amendment to Declaration, dated March .2`;, 1,999, ono recorded April 6, 1999, as Instrument 9920687. Subject to covenants, conditions, restrictions set out on the recorded vlat Book 1), "rages 65-71 `subject to on Electrical easement per instrument No. 89-26047 Subject to rights of way. easements and restrictions of record LEGEND --- - - --T - -T - - --T — UNDERGROUND TELEPHONE ,_V� , \ — — — — — — -- -- - EASEMENT SETBACK LINE CENTERLINE - — rAS — W -- GAS -- GAS — UNDERGROUND CsAS MAIN TCON TCOH — -- UNDERGROUND TELECOMMUNICATIONS PROPERTY or R U LINE UNDERGROUND ELECTRIC LINE W -- WATER LINE SANITARY MANHOLE 4 SEWER "Holey Moley" says, _ _ _ -- — — EX15TINC STORM SEWER "DON'T DIG BLIND" Call Monday through Friday- 7 AM to 6 PIM �___ 24' ROLLED CONCRETE CURB THE LOCATIONSI OF ILL oaNeUTA SHOWN ON THESEP`" ARE EWD UPON ABM GROUND CONCRETE PAVEMENTITMEC(mk�oa at wdd (.. rtwnhoir. �. K*-, e,.d mora mode won IN grad by otlw* ) + AND ARE SPECULATK N NATURE MAY WY BE OTHER EXISTING UNDERGROUND UHUrIES FOR WHICH THERE 6 NO ABOVE GROUND PON0," OR rOR WHICH NO ABOVE GROUND HEAVY - DUTY AM (�T UTlLOCATIONS ASPHALT PAVEMENT THE CONTRAf.'TOR PR" M ANr EXCAVATION OR EARTH. WO A C ACTIVITIES. 1- 800-382-5544 CALL TOLL, FREE HANDICAPPED PARKING SPACE I - 800 -428--5200 FOR CALLS OUTSIDE OF e+0w0 SY 150L SOIL NAME SOIL TYPE gL017E I _ CTA CROSBY SILT LOAM v m 3g LIGHT-DUTY BTI' BROOICSION SILTY CLAY LOAM 0-3g _ j 45PHALT PAVEMENT p CURB INLET (o'x(o' AMERITECH PHONE PEDESTAL NE, CORNER NIU 1/4 CINERCsY ELCTRIC BOX r N.W. CORNER E V: NE 1/4 - NIU. CCRNER NW. 1/4 SEG 36-TI8N-R3E 5EG 35-TI8N-R3E SEC 36-T18N-R3E - FIRE HYDRANT ' N €SEH 47'0®' E - 13ZLIGWT POLE gg'4©34'E 1 STREET SIGN ® AMERITECH MANHOLE +-- FLOW ARROW IRON PIN FOUND - - -_ CL EXISTING CONTOUR g! � VEGETATION _ SANITARY MANHOLE x Z ° x P ARRO DGOR GAIIIMI 1EL LTED PA tTNERBHIP GAS VALVE 6 I _ �OCK �"� 2� D ri 1446 � WATER vAL ,/E AI$9C1IR5 OF GAS!"EL R-ITEL r A$rrl R ►(]� / / x °y / °O ays Be 55 41446 x zcl EL - 3ig I / x $ 0.00 Xb 8 / s5 °LSE 1 II K' 8E7$ ' v0•`��_ U, A� 91 X x H _'_c -?0' -REAR TARO Cut •. ro A S Ab " x X --�- IROP4-COtjND (BENT) X -- -"fF -- 6° - A1. 1 � ,0.18' W 017' N OF P/c 58 Q� i �%r LIMITS of GRASS x B• _�E '_ �y� x / CUTTING BY ADJOINER A:X NO - YY ---ARBORS LANDSCAPING x �� 10 PINE TREE OVER LOT .A gF- _ LINE IN COMMON EASWEiJT / �- \ ( �`T" x G P LIMITS OF GRASS \ x X ��� �� CUTTING BY ADJONER o'�q� 1 x _IRON�PIN SET / / w a•°�O X, ,' �.. w 6 / j NI t x x 41 -6A2. '•�I•_ � � ' �--- ELECTRIC. E'.i'r' UI `" '- , PER INSTR,"-2604- �i �) * LEY, WINEMILLER, 4 SAMMS LOT 2 f+ZE ANDER OF BLOI..K 2 BLOCK 2 x TFJ00 ACRES _ n� -' x roNeD n-3 j � x 2 WATER METERS 8 z GAS ' IRRIGATION SHUT OFF ASSEMBLY � � ��6 t; x - JuCA d) x B°- 6° �y STORM MAM14O.E x 1 * I (BURIED IN TOPSOIL BERM) -- 'x / S 9 xll "�-ars gA's� t! A < x x \ Np a•' ERI H x 0 .5'J _ - x x �`� Q- $A ` x x z e + Y • c � C A BLOCK 4 AH `4N Jb Chi °1 B°L� Ai STORM MANHOLE D t`-3 � �5 �) 4�oVp x a"' (BURIED IN TOPSOIL BERM) g DUNCAN WOLDMGS. LLC. Y Q LCTI, BLOCK Z ZONE�,\ / �F -kms g e8q IRON PIN SET °L -- --- f x L -F� APPROXIMATE LOCATION OF D IN 4`IC SANITARY LATERAL AL19 - ar -- - ._ �s-- � ter.' A„�P M-3 GURU OUT � ` 100, 24` R)C_Y - - r -6'} A _ ' stb :`+� i 6• CONCRETE x ' µ CURB TYP \ / % .* ^ STORM MANHOLE ©r <_. ( ) LOT 3 �-' (�VE 4 - ` 6 v (BlXt1ED ar TOPSOIL BERM) d - \ ,p 4 BLOCK 2 P • .. „ , . x 9 °/ c$PS� �z GA / n ,- - - APPROXIMATE LOCATION Of G� 10 _ '. /;! �A� - -- - a,w .�' v �. ., �PV.I fc. A•L. t J SANITARY LATERAL g a• x 163 - 8' PVC x 6 Pa --x... x `410 FAN SANITARY MANHOt E SANITARY MANHOLE - _ -:� x s%%� '�� y T o �C6 F 1p FFCN I c� a �C ,, �� RTL SCRDBE?BACK Ai Y IRON PIN SET + ti c#� A` o f E °ir /, a/ ,\ D, "q �j0° _ _ � ANGBETgq K A` 6EGIM1(NG OF T ANY x V fit`;: Mq24^ .� REL A STAR AR LII INSURANCE COMP ( �\ rx N �� r _ _ h -� y -_ _ R.C.P.— x - H - --- V t BLOCK �_ �`�._ �� T 2 \ �n _A a - nom_ -_ 45' D GRO��Sv'- 0 .� ZONED M-3 X55 B ,x ?�Y V _ x '_ "'�t'L (� �(_ x� +' — ��24x_ -- x� "� �S L9 i \ P� rte\ A�° _� a¢r} .� r - G—rcW---G— � x, \ •',/• ` h �'- w eia ” t / -.. _ //x-' - ry-T�,---^-T - - .� -- --i -- -._ -T .__ -- -t -- -T - 16 1 �i - x� IRON PIN FOUND (BENT) UR c 0.26 E Sc 0.05' S OF P/C r t QIAb�'30' 'e€n- %1B5' jSANITARY MANHOLE \\ 6 \� Ql �I J Z J j 7 ... E r, E _ .. :. =:44-*,F_R tiE.114 �E5R31 cuRVE OR DELTA /1LINE 5ri 0- /1 OUT 45.06'10' HiADN1S LENGTH 1005 00 1004.20 1040.00' 818.68' TANGENT CHORD CHORD EA1 -- — - - - 548.51' 962.94' S 52'45'00* E 431.88' 797.71' S 58'49 25' E 239.47' 403.65' N 68'50'01' W- 0.3 65.07'22' 375.00' 426.23' J4 fE 44'27'30' 385.00' 298.74' 157.34' 291..30' S W06 15' W -_ L J4 OUT 31-43-42- 420 00' 232.58' 1 19 36' 2?9.62' S 85'3151' w #6 20r50,00, 895.00' 325 43' 164.53' 323.64' N 80'50 00' W -- ----j6 IN 2(750 00' --- -- -- 86o.o0 312.71' - - --- -- 158.10' 310.99' N 80'50'00' W L1 22.97' N 89'30 00' F L2 22.97' S 89' 30",)0* W GRAPHIC SCALE L AM IN FUT ) lneb - SO K 265-�>' r.° ' n �y x 8' � x I X r a NO $A� SANITARY MANHOLE SANITARY MANHOLE 1111111 w E..� VIII (n aT . ( c - � N h Y 0 r in Qo r^ CO h O X J Q _ LL. G � IBJ W WO CV �1 o> `oOn 0 o a NcP-1 Lr)_> F+�1 W (>vZ a W 6 w Z ,N LU O z oa WaLJ WRQ N 0 N C) N �' 0 WCr od W w zz _ Z W- (7 = Z z < - Of U Q (n J Cr _J W W) n o: Q a_ C) C11 co0 0 Co 0 CO (s7� �� h � � d' oz COm GG � COD O a' a 0 w v • ® r a o • C9 N co ►,:• U CCD 0 e�xys z A.I .-7 ryl C7 rfzq O o v U W ff H tri U w z U W W cr F- r ( V Q'r Q 0- Q O PROD. No. DATE REQ DRAWN H', ALC H(1' C 2 a . t, LEGEND 3:! EXISTING —T — — —T — UNDERGROUND TELEPI-4ONE - CONCRETE PAVEMENT SLOPE OP BEt�7' E ASEMENT �! i= HEAVY-DUTY - S SETBACK LINE i ^� ASPHALT PAI/EMEN7 MATCId 81.Of'E__ ,_' _� ___— _ CENTERLINE L EL.- VARIES GAS GAS UNDERSROUND G45 MAIN HANDICAPPED PARKING SPACE T C 0 M UNDERGROUND TELECOMMUNICATIONS 8' PROPERTY or R/W LINE LIGHT-DUTY lil t PACE Cr- U1A.i.tC TO dE—' `f - - - ASPNAL T PAVEMENT FORMED TO MATC+4 15RIClC DESIGN i COLOR - t UNDEisROUND ELECTRIC LINE y9BIULDING9 BRICK W WATER LINE ® CURB INLET 00 TOP OFPAVEMENT•4 t9ARS "oc EA. woY VE'tENT _— SANITARY P" 4N140L,_. E SEWER Q 04 • 6'x(o' AMERITEGN PHONE PEDESTAL 1 G9PHALT EXISTING STORM SEWER � • I 10 GINERGY ELCTRIG BOX O 0 VERIFY CONDITION OF CI -TP 2d" ROLLED GONCRETE CURB FIRE HYDRANT � ` U BAR i !2'o, •4 EARS c 2'oEA. WAY TO DETERMINE THE NEED rTO CAP LIGHT POLE • Y 3v ---(BEND As SHOWN) STREET SIGN if at r = PROPOSED STORM SEWER m AMERITEGH MANHOLE 19 1� IRON PIN FOUND � I o �---- FLOW ARROW EXISTING CONTOUR £L.= VARIES 39`/ x "- ,} �,�, ✓ t,�,i VEGETATION 'f► q) i 1 5AN!TARY MANHOLE It ul IRETA NIM:i UJ,4LL DETAIL � _ -" a CAS VALVE !' AER VALVE �NOT TC �A4L C, .51 VERIFY CONDITION OF CMP Q 4'".t TO DETERMINE THE NEED tL To CAIPQ ' / , / % .i as .- - z `,. .,- __ -- - "- - _ -- � •---- t+1 t. F$ to �° �t "ro 04 p e 1�` ND(BENT)N OF5.t8 W '3c 17 P/OPOSEb' I� QH BASIN -N ` �..�` =� ` _ _ ` " \ / r yl w cci[ \� �-� �� a�`� , r ✓ r '' i �� 1 ,�"�� �(f $���� - 0A� 12" R.C•P. !NV.'SW 837.99' �� > _-' _� / x jj1�Ij� SEE DTL. 15 /C5 & 18jCf: _ +� -7. �\ ire --`'` '' .• ''' / / ..,. � ''" ^' „'/ ' I _- '"- �� ,; x `. _ '1.ISft ' ,Sgt 'I- '-_ _ ._ _._ _ ___ __ _ . _,. -'� � `•� / _. �''�`�� '_ ?. ~ OSED CATCH BASIN - NW l f 3 61 e�0 , O(�R a _ - / 12" R.C.P. INV. SE - j838.32' �,'� 2 9 636 sq t - - 7 ���4 / f R�• �a5 �� SEE DTL. 15/C5 & 18/G6 �j , -_. f1 _ Q �j \ / 9a� fdA� r if ✓ 'U �`"~ PROPOSED CATCH BASIN - N9� A3 J a "� fAsog� I U _� �jg a 54;2!- BG:P. INV, SW - 838.41' / x /�� ^ �$ J• NJ7''q. - �"`-�. 9 j EE DTL. I CS dC t87`C-i .� _ _ tio; �j SA Q 0- ."c UIV IRR PIN SET y�6j r �--� f r QO-��`��~k '' �jSN`' �l(1R I ��p1. x $ J J� 4�cy / I/%/ A X `. '� 'v. '.��$.��� _' -- �' �'---•'¢A ,% '% � ,' % /'� '_'"_--__ CsRAS9 6�'j. 9.636 �4"26' __ ___ � 1 __ _...-_".►..,,`` __ _ l ��"��" ✓ -- ,�� x / Z Z Z PROPOSED CURB INLET - W -ENT _ ,� j' c•t _ R.C.P. INV. E - 836.44' ' - `�. a�� f`S �..� x �2- ,, SDA'• ,.,- 18' R.c P. INV. sW - 836.19' ,,.r" ---�-___ - � j ZSR � g y DTL. 5/C5 & 18/C6 " -`�' - k5� 04 sq f Zb' 4,\ "�i a PROPOSED MANHOLE E -ENT - _``-- -1-.f N�� 6a� '�0 s- A!LBOS ' 12" R.C.P. INV. NE 816.67' POINT 1 i 15 R.C.P. INV. W - 837.59' �'- -``` '.."�►,�. C' >,. t- /\ ORMER sQ i X k�' , " � / .2 R.C.P. INV. E - 837.67' _ 96� '� � �� �,.. SEE DTL. 15/C & 18/C6 " `""--_ x .r (2) WATER, METE S I V / �' T— SED CURB INLET -SW� \ IRRIGATION SeUT R.C.P. INN. NW - 836.96' \ SSEMBLY 4 2" R.C.P. INV. W - 837.20' 1/ 15" R.C.P. INV. SE - 836.71' - 1 .ti- 46' - 15 i2G.P. •i F 1 SEE DTL. t 5, CS & t 8�C6 `- - PROPOSED CURB INLET - S t ' f �. b� t XV R-cr. -- !f tBURR D N 7Q ) �r r � � 0� 12" R.C.P. INV. W - 838.76 N a 1 0 �� M �� SEE DTL. 15,/C5 & 18/C6 5 �j C __�rs 1 Q - ! .si2A: 8 PR�POS D CATCH BASIN - s - /f (J ,� - /� 12 R.0 JNV. NE - 837.+j $ • T `C +, 5" R.C. i V. SW - 37. ! y gg �� �\ r. \ _` .✓•- ....- -' � _ 4 - �-- `-_ 0�` �2 - _ .�_ � SEE DTL 15%C5 & 18jC6 ,�`� '$p,� - 0 12' R G.P. tom` \, \ x +�PROP05FD CURB INLET -W UNIT'A-1' �ruv. E -838.85' f - \ `` 12" � 5 �5 & 18%C6 SEE o�FINISH FLOOR = 843.30' � � \ `�.� -43- __ •.. 04 s4. ft. IRON PIN 1 S� aA2 i py,T ' '\ ` z Q •�/ - $A �b� G APP A ON OF v� -- - D. •ryjS.�`� \ U, \ s RAL Al •` ` a e _ " _ - r- - 636 so. 4 ` _ w _ i,� p0 X �f►- \ tiw _ �� •,r ''`,, j "�" ___ ._ _ __ _- --- � ._..,, __ -_- �• ` = Tl . 14� Y -r1------- ,, It cAS19 i 1� CONCRETE NH OLE URB (TYP) '` - 4 s IPPSOIL ERM) \ > \ \ '�B i�I 5`+Ra, R IMA F ~ k ��, �`:`a� `\ \~ IT RAL R ��� \, `~ 4 4 89 ft. S.JII- 8" P a $ q t '� x .= , \ V �4' O •� � � y 16 �'. /� Ate,/ /9A� • 4s� ��-,� . � • .� \ -" --r '�", ' {� �/ / ,* i ... kik ��%Gv` ...-$°L...*.�� '- --.. �� • r ,�'. .. � 1 ` {� '�:'' SANITARY MANHOLE t' SANITARY MANHOLE - •� - F �.,, 5 \ EX�ST04G STORM MANHOLE � �•.� �� A 3 8� IR A�• - LO.C• - 841.60 \rte\ A L I \\ GRAS R_ P. INN. W - 834.08 EXISTING STORM MANHOLE SP ` � - CC RC. P. INV. E - 834.08' T.O.C. - 842.03' 1S" R.C.P. INV. S - 836.13' 30" R.C.P. INV. W - 834.61; 15" R.C.P. INV. N - 834.48' (PROPOSED -VERIFY) 30" R.C.P. INV. E - 834.83 \ ?SS �& / 1 - - Z l - _ �2 C Gz� / 18" R.C.P. INV. N - 834.97' (PROPOSED) 8" A� - - _ $� 0 �'` -�- """' — -- ___ _ 47 -_�- -- - - - -T T 0kp - -- , gA� • i W "' W yd tRa Pit'! F'OttND 113E14 () EXIIS"i7NG STORM MANHOLE / 1 • �i ao bill - 843.00 4>� a kp a e & 0.05' S OF P,. - 42" R. P. INV. SW - 831.8p' A 30" R. P. INV. E - 832,73 1 j / 24" R.C.P. INV. NW - 833. t 4 �.�' ��� • �J iJ-`� �.�.._ 26S' - 8" P`.'CGQ �5 `b 135 � 1� EXISTING STORM MANHOLE -' ~~ �' $�` d W / T.O.C. - 840.96' _- 30" R.C.P. INV. W - 835.96' j `-- ,t -- -- _ _ NN a1� Ga 24" R.C.P. INV. E - 836.01' � - x b _-� � W W 21* R,C R. INV. S - 836.06' --- r4 r -r 15" R.C.P. INV. N - 836.09' (PROPOSED) SANITARY MANHOLE - - SANITARY MANHOLE w Q �c SANITARY MANHOLE Z v �d Pte.,. N. WE D 4INAGE 1 GRADING FLAN REV wv. 9-09-9"a GRAPHIC SCALE CHEICxEC Rr. ALD 1 inch 40 ft, I ..,. e.sm_M...z .rx 4e.. ... «...—.n .... .a -....,.._ .. <-: >,w: r. .c r. - .......v ...,_...e.. -..m.o- ......:.... .e . _ ...v.. :......,._... - nd .. , {3" SILT TENCE \ PER L, 9/C5 BLOCK 4 ZONED M-3 t VERIFY' CONDITION OF CMP TO DETERMINE THE NEED TO CAP \ �Y � 2)8. INSTALL A 4' WIDE RIP -RAP DONUT a AT EXISTING CMP INLETS ALONG THE NORTH BERM OF THE SITE PRIOR TO EARTH TE1" IPORARY SEEDING JAN FEB MAR -SPR tAY JtDd JUL AtXs SEP OCT NOV DEC WHEAT RYE OATS ANNUAL RYEGRASS PERMANENT SEEDING NON- - - -- IRRIGATED IRRI!sATED �--- DORMANTAi NOTES: IRRIGATION NEEDED D'_1k!NG JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN A THE SHADED AREAS, USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS MOVING PROCEDURES. ` ` S�DINIs vCl-,rDUL�E NOT -C 5C4LE SEED ALL D{S 2)B. INSTALL A 4' WIDE RIP -RAP DONUT -- _ / .A WAS PER NOTES AND� -- _ AT EXISTING CMP INLETS ALONG THE DETAILSTF113�,T _ NORTH BERM OF THE SITE PRIOR TO EARTH S q ° 44 _ MOVING PROCEDURES. GRASS 13 RASS 4- \ �qR erg bo PERMANENT SEEDING �> E ES its r,, SUITABLE DRY WELL vv, ' 4C4r 1,000 S f. PH r _ DRAINED � EVE!- / SLOPING OPEN AR4 A I X Q J TALL FESCUE 35 0.8 5.5-8.3 2 1 2 TALI_ FESCUF 25 0.6 .5.5-8.3 1 W (RED CLOVER) 5 0.12 W �- _ _ F- ''I I- KENTUCKY BLUEGRASS 15 0.4 5 7.5 2 1 oY CREEPING RED FESCUE 15 0.4 !- W w = PFA�aI ill/CS Z W STEEP BANKS , a N m M d' TALL FESCUE 15 0.4 5.8-7.5 2 1 2 KENTUCKY BLUEGRASS 25 0.6 r g � TALL FESCUE 35 0.8 5 5-8.3 2 1 EMERALD CROWN VETCH 10 0.25 o U LAWNS / HIGH MAINTENANCE AREAS oz z .KENTUCKY BLUEGRASS 40 0.9 5.8-7.5 2 1 CREPING RED FESCUE 40 0.9 PERENNIAL RYEGRASS 170 4.0 5.8-7.5 1 TALL FESCUE 170 4.0 5.5-8.3 2 V 2 1 - PREFERRED 2 = WILL TOLERATE TEMPORARY SEEDING W Z KIND O�7 SEED PER 1000 sq. ft. PER ACRE REMARKS Z�Van WHEAT OR RYE 3.5 lbs. 2 bu. COVER SEED 1" - 1 112" DEEP SPRING OATS 2.3 Ibs. � Q 3 bu. COVER SEED 1" DEEP ANNUAL RYEGRASS 1 lbs 40 lbs. COVER WITH MULCH VERIFY CONDITION OF GMP TO DETERMINE THE NEED TO GAP SEED MIXTURES STRAWBALE f j G ���%_� - _� PROPOSED PER DTL_ 6/C5 �+• `-� L I,_ (0 / �� / PROPOSE C ,:•..� ,l - __ --1_ OT 2 rwp sn STRAWBALE \ lZ`t O ? ELECTRIC. ESMT. / / / i PER DTL 6/C5 \� � OO ES 9-g Q�BUIL 1)/. SONu y \ �' S® ALL DIBTF 1.0 1 PER IN57R,°89-2rovd �. 3 ev11 P ` µ �C� - '-- - \� `- -- ' - AFEAS PER NOTES AND // r ��� O _ --__ -- DETAILS THIS SHEET �- OS�Vj _ C� ,q - i t / % c 1 _ - CURB INLET �A� Q t �.-�/� _.-._ - <) U STQRY - - STRAWBALE FROP05ED / �s / /� i , ` L/� F7l rp I��IAS _ PER DTL 6 . "7 5 y / - 8vr �, 3� _ -_ fl N G LWrr OSI%TART M ASO O ��o ``\ AROPose� � ./ f '---_ __ _ - B1_71.DI.�G,NR), r" _ 1t �) O - CURB INLET - -- - PROPOSED - \ ' X001�Ct $ta. j 55 Ala eoxEs RB aJ CU INLET - -- _ _ _ q. _ _ _., ._ - - \ -l� ( - r \ \ \ 4 I STRAWBALE `\ 1 7J (LCl \� \ % PER DTL. 6/C5 PROPOSED INLET TRAWBALE / STORkL E PER DTL 6 C5 PROPOSED 1/ -� II C- (SUR. iN TO SOIL BERM) / CURS INLET \\ \PROP N_; E7 =- ------ ---- --- - ----- - - // 9 / CI� t GUR>? I �E \ Q - ~sTRAWBALE / Q \\ \ l it \ \ PER DTL 6%C5 \- _ P R ETL /t 5 UN A -J - TWO STORY MASONRY STRAwBALE e OFFICE BUILDING I PER DTL. 6/C5 � BASIN m NH i RIED T CJ DUNCAN HOLDINGS, LLC. pST / ' 9 ll(�) cn LOT!,BLOCK 2 _ ---- - iNSTR0 9i-2�9 - - ` 9.6 -��i4U ZONED 1-1-3 - 1 � l4FEA8 PER NOTA AND = � - 11 _-, UNI' \ IIS THS SHEET '00000001.0 ------ ®Al L IA DETA�_ " 6" CONCRETE ETPhORTpIC, S-1,01? 1" ��~b GRAS HOLE_ L CURB (TYP)AL3 THIS EENC����(SOIL ERM) � ~- � ' -- _ m ✓� y ,V EROSION CONTROL SEQUENCE / ' ! // �� O - - -------_� -� _ \�.SSR ?2oa® I} U Y qyY 1) INSTALL STABILIZED ENTRANCE WHEN \ / `�`\ G SILT FENCE MOBIL12M EXCAVATION EQUIPMENT. P T 2)A. INSTALL SILT FENCE PRIOR TO `�- E DTL. / 5 INIT1A'TING ANY EXCAVATION. �SANIT�ARYMANHOLE ,9 C- SANITARY MANHOLE -J2)8. INSTALL A 4' WIDE RP RAP DONUT a AT EXISTING CMP INLETS ALONG THE \ a BLQGK L 420�' 4 F NORTH BERM OF THE sfTE PRIOR TO EARTH \, 3t3 T � gSA�yq` 'mow /7 `., -- - �-`K-�-- ._ - - BONN S. \ j �j'?.'" ?(Q Lij AN s� GSEr INCs OF MOVING PROCEDURE /- 3} PROVIDE INLET EROSION CONTROL �\ '� / L �� (t �` �.. _ - RCP /oSED ww MEASURES • EACH LOCATION AS SOON AS INLET / STRUCTURE IS INSTALLED. 4) PROVIDE TEMPORARY SEEDING AND EROSION CONTROL BLANKETS IMMEDIATELY AFTER BACK FILLING EXCAVATIONS. 5) INSTALL PERMANENT SEEDING AS SOON AS PRACTICAL ONCE EXCAVATION AND DIRT MOVING ACTIVITIES AFE COMPLETED. \ \ r'r7 ��pP �� � "` C�Re j� / � _�` � � `� /I✓ F�NLE �"` _� _ , -� � _ 4 p�^r.��ri= r2 - `` LECsEND - �� - ----_ - - - -r� - -T -r - - - -3 - -- --� 1- GAS GA° T C OM UNDE�aRGV ^ 'ELECOtrthl NiGATION9 �l --/ - - ,,. -- -- UNGE@sRJuh^ ECTRIC INE LOT 2 PHASED CONSTRUCTION SHALL BE INSTALLED PRIOR TO LOT 3 PHASED CONSTRUCTION AL. L BUILDING PADS GRADED IN LOT 2 BUT NOT A PART OF PHASE 1 SHALL BE TEMPORAFILY SEEDED PER SEEDING SCHEDULE AND SEED MIXTURES ON DETAILS ?HIS SHEET THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. REFER TO OTHER SHEETS FOR ALL DIMENSIONS AND/OR CONSTRUCTION SPECIFICATIONS ( SEE EROSION NOTES C9) E 8051 ON CONTROL FLAN �I a 0 GRAPHIC SC'Ai,E --__�t- [N FEET 1 :nc-h = 40 ft. ,yj IIII III �L IIIA! C SAN Rl .kr -E 4 3E aER r _ V 1 � I X Q J w � o I c, cD h � Lo W h Q SAI�,TARY MANHOLE o w Z W �- _ _ F- ''I I- U H 'I J B w F_ ~ UN ow) STABUV ED CONSTRUCTION EXIT J oY W !- W w = PFA�aI ill/CS LOT 2 PHASED CONSTRUCTION SHALL BE INSTALLED PRIOR TO LOT 3 PHASED CONSTRUCTION AL. L BUILDING PADS GRADED IN LOT 2 BUT NOT A PART OF PHASE 1 SHALL BE TEMPORAFILY SEEDED PER SEEDING SCHEDULE AND SEED MIXTURES ON DETAILS ?HIS SHEET THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. REFER TO OTHER SHEETS FOR ALL DIMENSIONS AND/OR CONSTRUCTION SPECIFICATIONS ( SEE EROSION NOTES C9) E 8051 ON CONTROL FLAN �I a 0 GRAPHIC SC'Ai,E --__�t- [N FEET 1 :nc-h = 40 ft. ,yj IIII III �L IIIA! C O fN � I � � V 1 � I X Q J w � o I c, cD h � Lo W h Q o w Z W Z� J F- ''I I- U H 'I J N O N N w F_ ~ UN ow) oY W !- W w = Z W = Z , a N m M d' I, x L r g � o ®a a c ro c� c� M o U 0 oz z d d z GL 7 oa V x C� A W Z z 0 �j�Ww z�- Z�Van O � Q (y_ O O O O O O ASFHAL' PAVEMENT -- -- I' NOT ASPHALTIC GONG. O A' GONC SLAB WITH � -- M F 5� I BROO INISH 4 — — �_. \ �� \ V (3) STAKES PER BALE — - ` ` A SUBAGE COURSE -- ^^ N u OF 6' TOPSOIL DYER ExGAVATIGN \ / — TAG GOAT O O F aSuRE GR, UNCISO VER GRO L H O -- - — � IT ' 2' HOT ASPHALTIC GONG_ BINDER COURSE �AC� O -_ 5 TORE STAW BALD SHALL INSTALLED WHEN h) ml 6' No. 53 STONE BASE O THE CATCH BA�1 IS N9TAL1.Efl O O AND SHALL fi�N UNTIL PSWIAN �i f RErsULAR BAGtGFILL — _i � \. ENT BRACE IS INSTALLED. O CONTRACTOR SHALL INSPECT DAM DALY STOFW STR)CT1�" WATERWAAYSM SEEIN*30ff 13 NOT �SEWER H` OR EQUAL GRANULAR MATERIAL — �- Y. STRAW BALE r VIEW FROG , OR - -- ---- T n r GOMPAG D TO 95 .OMPAGTED, ILEL� DRAINE✓ f PLAN � STANDARD ------- � '• SUBGRADE � DENSITY �6' I�?� .I �� b• c0 °' \ \/\. ' \` \� j- TYPIC 2' x 2` u100DEN S'.dGE 1 / I O C -, 2 /+�� � //((�� y 'SLOPE I �- CONCRETE tUALX DETAIL i4 OR LE55 ---- ! � i ami ON ALL SIDES t� NOT TO SCALE /'1j ---� - --- to O _ O L lc r Durr ,aSPWAL T FZAVE ENT SECTION ---- -tom _ ►I C. C. NEENAH IRON GU'ER N= ALL 5E^✓DiNCs IN.ITIA! BAGKFILI INLET FRA^fE ANG CsRATE d' - -m' 5HALL BE INSTALLED IN 6' 12' — _.. NOT TO SCALE �- BALANCED LIFTS STORM INLET SEDIMENT TRAP I Y A MINIMUM S' OF CLEARANCE NOTESEDMENT TRAP SHALL BE CLEANED _� 1 -- ----- - ELEVATION P x S+-4LL BE =RCVIDEZ) ON EAC+ NOTE USE AT ALL EXISTING INLETS AND AT ASL OTi tEQ ;SE'S A5 vEEDE . g L''E OF TµE INSTALLED I' Ff E OUT WHEN L B ERWL 1812' DEI'. Cl', Q /+ p TRAP SHALL 8E INSTALLED WHEN D�R!NG GONSTRLCTION CONCRETE I `1PAND SHALL - HOT ASPHALTIC GONG. THE CATCH BASIN 6 INSTALLED -' w SUIiFAGE COURSE --- , _ ,�., , .4 SEDIh1ENT T'R�4P TRFNCI-I DET.41L -.TAN �,-. STRAW t3 L \ , - 0 FROM - --► \ \ � � SCALE I; � " _ f' -O' v G ENT DACE 15 INSTALL® � i TAC COAT- /" i 1rC' TO SC4LE �`� - �, FO 71 3' HOT ASPHALTIC- GONG.----- II ACK . - URB BINDER COURSE 6 I --- --- -- - _.IN �/ER' R 1 � � r , - AT ENTRANCE RADN ONLY 4.. ©. ^' _ _ _ oROPj RT N= '= _ _ _ _ _ x b -r �.-q - AL VALLE` / ` 4' No. 53 GOMPAGTED S T ONE - �� i, �t - F GU ER Y o v 1 Fri e' W AwV '1. �`C �-. F. T v T� - 1 �RADED LAWN I' �. f�WA: rG - T--.�:IN A' -''P j0'�. �— o-� v M 0 B..RS O.G. EAG �a _. r---- ►-�N _,LAJ z ENT \ P ^ z p- �.. 5 .S X. C rRE✓ SUBGRADE \CIE ;6E NDEPENDEN' CONCRETE =IFE CCRP. !'N -ET E A OR EQUAL. LU 5' No. 2 COMPACTED STONE f�'( Li CA7CP BASINCOMPACTED, WELL DRAINED `''`` PICAL SIDE =�K 5= :TION •� ` �" ' NOT .. SCALE „ 5U8CsRADE S=ACF SE!41ND ?HE CURB 3NALL BE FHL ED W''" 5U1?ABLE MATERIAL TO THE S A AP�ROPR:ATE F*Li T�-E RFa,;!RED ELEVAT COI AND COIFAGTE:. IN L.�YER5 NOT TO EXCEE^ 6' IN DPP-- r- .SP+.iL" F"VEMEN- !D_PENDEN' ON -- T I z REQ 4'R PVll NES �t T P_ .. �f-MY I DUTYf�i��l�f�tLT P�Y�M�NT CTIVI� _ BCsRapE JNDER ALL GuC;A SIDEWALK. AND DRIVE SCALL BE CO-r4,'ED IN a^ G AG ONS EGIF'GA IJNS Li 5U -- - - - - r- NOT TO SCALE C7 – _ 1 U Cn O n I —i — COMPaG'ED 0 l .. l�3GREGA'E SAGKFILr ( � ' Sl18GR:=DE � I� LJ l�l � �' � Z JOIN'S AL ANT -_ IL z MESHIf uj REINFORC1NCi - - :/4'Il_ h �" Z L i- ;+ Z II ' O CA _ Plcx %ssc..D� 9+-iA' A,'' U �; I _ �_-o:_eeTuEe� -R��a� �oN-s � t� � D_ R ��'��!�L �i,\ , Q vim d' PER? RATED GGR�aE' GA ED' -- C2) •4 BARS COIN'. I P4vEM ;GRADE t DIG+ARCxE - iw L-- � r^ I � -, M Q v -} x x x Q 4a -E' BE':JEEN EXAANBION CONCRETE CUR5 DETAIL NC' TO SCALE C� J �_� ��L1 L-6•- j NOT� Ta_J!$ JOINT TO BE sPAc c A' a rTAx -r;M CONCRETE LUAL < DETAIL DETAIL t5'"0'GRID BASED ON r'C;A.M.5T.4ND4RD DE'4!_S i2-02 !2-e3 .CONTROL JOINTD�' L 3 ��;'CT TO SG ALE �'" CONCRETE CURS DETAIL � OF b' TOPSOIL OVER ExGAVAT!ON 7, d• -0 ENSURE GROUNDGOVER GROI.JTH NOT TO SC.4L7 B r REQI:IRED L - N M ..r-HERE S'DELLW:_K "S CON8TRUCTED ft'? !ATELY ADJACENt 'O CURD, tHE &:APACE OF THE 91DEw<1LK 6NAL DE Sc)NOTRUGTE) 2' HC*4ER THAN T+4E CLPR5 ANC 46-RANS�¢ ME LEEN EXPANSION JOINTS A(FOR BDOINTER HEWALK ONL`"% �y' OF '4' AT 6'-0' 6�ACING Ci w i / ..- ------- J 5ORRCL) OR EQLi4_ 3 SI.BGRADE JNDER ALL CURB, SIDEWALK. AND DIZVES SHALL BE COM�'ACTED IN AGGORDANCE. S GRANULAR MATERIAL WITH SEG '�N :07.02 OF THE STANDARDS SPECIFICATIONS, ` 4 WHERE S DF4W_< IS CONSTRUCTED ADJACENT TO CURD, THE SPACE BEHft.D THE CURD SHALL /Y I 'I OMPAG'>✓D TC 95 e BE �'LLED -'T- SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAI EI I n STANDARD FROG'OR NOT To E>cEED 6',p„r c DENSITY 5 uhiETJ DU - IN CONRNCTION WITH CONCRETE PAVE? LENT, ExPAMS!ON AND C NTRACTION JOINTS • ® a B----.-_�;-.. _. - - y - -. _-5NOULD BE ("_AGED AT THE GAME LOCATICN5 46 IN THE PAVEMENT 5LAE. THE CAS AND 4w117ER f> , `•'I \. I { 6HOULD BE -..ED TC 7HE PAVEMENT BT' •4 DEFOAS"£D RE -DAR AT 3'-E' at. IF NO CONCRETE V r.P4vE""EN "5 BEING DUILT, 4T THE TR -IE. THE OURD 18 CONSTRUCTED. EXPANSION JOINTS SWILL �as -. ,� . A' ,� • - �" BE --ACED A' 'HE ENDS OF A _.. RAD AND A' INTERVALS NOT TO E xCEED 100. CONTRACTION -i - _- N 6 VOTE- ALL BEDDING A INIT!A_ BACKF'L *- SH.A BE PLACED AT 20' ac; �— ___-_ � S«»ALL BE 'N574_= N 6' 13' i _-:` �-4-r+ - a-�-+�` -, --- 1 - BALANCED -S ! • 5 �} l A '"; r ^ Ut" '' OF GLEARANGE ' 6' illCJGGG ?R!vAG" CA -E - -- - - -- S --IAS_ BE PROVIDED � EAG.- i ' � T. - - - 8 510E � -LIE NSTALLED o oc 6 x 6 / W 55 x 'W 5S LWF PLAN VIE UJ CONCRETE PIPE - ,c X _ y C I -►— EG7UAL — EQ,<AL `� -- c _ L SLOPE x �'+�f ---� � APPLIED ,2R- GA�L� T R�NCrI DETAIL $14 - .f----- 2x m x . f- (tUii 5' OFVEt—fENT) 8 MACKTO FRGN; I ,_♦.AIN LINK LIED FR<Y'IE 3�/ l RICK COLOR �ci w ' a9N ., f � J -D t PRe`IE ! COAT. -A*;' : GOATS O 9"yc• .. }� � ^ �� �>L .� C .. i AN✓�Tl'1"E TC I I B 4 RSA CN COLOR c 5,PG _ BIT. PAVEMENT - SEE SIT£ PLAN k ' W ` 4' D'A GAL v, S'EF_ "t''6' - - - - ® APG.+GRED IN GONG. -00T'iJCs ALLY �'�♦ I SILT FENCE SHALL SE NST _ t 1ft — — FACTION PAD p g 3 � ! ST DE AcT oN Ba B- EARTH AADVNKi ACTMTFB TAKE PLACE �'`� j ap I 6T ANL£Y CD 100? AND SHALL RB"IN UNTIL PERI AAN- 1 a + t! I r ! ENr a Hae TALC DAILY - _- ' "' i f !_ < _ ^ ENGE PO5T5 CONTRACTOR SHALL NBPEC."T x� Y • 5 _ p --` r 1 I g r 1 _ N. E 5 ARE TO NBURE SEDMIEN T IS NOT ENTff1NG / \ \ --- 2 ? "6 BARS GOVT C\2 C� \ sRADE OR AING 'O BE �_ACtJ ATT --- - I \ WATERWAYS CKi 9EWE�. -- _ . - ,., fr m \ e>«-cia wulF� z--' ,, m� <CON.:RETE SLAB' - I OF 5L0� •PER ME- R ± ,. A 3' caPC Fa H: A -a OF GR:. NG AREA ATTACH» = TER FABRIC - WELL O f o TF U cD --L2 t-- - TO WIRE FENCE < ExTEND O d' '+3 HARb • 12' c,yG;i JIAT '. I , TIN C RENGI-' ' M!N. CCV£R BOTTOM 1' MIN COVER TOP , I TRA5P ENOL. GATE -CONCRETE -_ 21 'Fa SAI@' 9'-6' LONG • 3' O'- "f 4_ SECTION A Ex :A✓a-E a' x <' f N^T '0 T101v� - 1 - _� STAPLE WIRE'�NGING a' 2 DUMPSTER PAD DETAIL � - - - -- - c -a TO F>=NGE PUS'S I I 'd ►..rt SCALE: NOT TO SCALE (BACKFILL 4 GCMPAG Vl ..7 O J }+ W EXCAVATED 501_ - i �—{ V' �►' s¢;E INTO TRENG ) �l MOTE. USE INDEPENDENT CONCRETE Pl:E COR" INLET 'TIFF E OR EaUAL. _ 1' 1 -- ---- --- ---- --- - - i _`} - I 3 3/4' 2' 0 ?' j 3 3/4' I_ L NEENAH R-3286 OR R -3286-8V r _ ' C ELEVATION � x ----' ..._----- --- - - - - --- I _ - SLOPE 1 ;. I ..-� (4-. ? � • - --I �-_ I� 1_ _ I ' � I - - - _-PAVEMENT V NOTES: >] SEDIMENT 5.a.,. _ 3E ('IED AND TRAP RESTORED T^✓ l !M I TS ORGINA �MEw° ONS wr-IEN TriE SEDIMENT HAS �� I rI I t Z U - 1 i, Z W 4GGLa7`tULA: _.. 'C -+E DE51CsN DEPTH OF Ti�iE TRAP. . . 1L SILT FENCE DETAIL ---- --- -- - - �� - — Ill NO- sGAi F hit -- �' _ w, � p Q�V� �0o0noona1l ;CCooC00000001 ! W Ooo❑ .00000000 -x I, TRANSITION BETWEEN BTAB!'_t2ED p _� glo/��� �II 0 o a0 0 o n o i Lu 5T7NG RO4C )4 ENTRANGE AND \�`J / — i ('�(�1 - - - - -----_ _ _ - --- - ---- -- -- ---- NAH R 2564 E(2t NEEM R-3405 OR EQU"4_ T T NEE � OR . '' `. C,4TCI-I ��45/N T1'f'E 'E' - _ __ . _-_ �° - I , L �.\ II? ELEV.- 9v� NO''O SCALE ELEV,---j 9 05g vJ 'Q - NOTES: LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE � F: � I �/E REV N077 5. 20 FEET IN ADVANCE Cr THE STOPLINE. ca . \/>_ �� -i' GRJS D STONE, NG' _=_55 TLAN R;__ O .'�, 3RE5S AND EGRESS. THE WORD "ONLY' SHOULD BE LOCATED IN -r vECESSl+R^ .HEEL$ S-' - BE CLE?aNc'. v SED'�MEti PRIOR TO ENTRIANCE ONTO PSB_: ADVANCE OF THE PAVEMENT ARROW. ^ q'G,. --Fp-WAY - "ALL BE DONE �+ AN ASA 6.45 L `FD 07" CRUS ED STONE UA41Si4 DRAIN6 I�,'C CONTRACTOR SHALL INSPECT ALL STORM SEWVER GAATM EACH DAY TO N3URE . AROVED 9E' "'PENT TRAP AL THERE IS NO BUILD-UP OF SST N STRl1CTtJRE OR PIPE. 3 T"E -=NTR.ANCE BE MAI^ `A�v_D IN A a_N_D'_ ^N 'Wu -•'G,-1 UJILL 9lRE'✓EN- TR.AGKRVG UFR :LOWNel Or: DRAWN ONTO EX`S'ING Fw^.... : ` AL5.: _ ' "E\' S�"ILLE^ `RA l'r:D OR DRO?F ED ONTO J V O=- LAS LJUST BE RM EOVED E : ATELY T I 1 1A 1 J _ SroRrl SEuER C.ASrIN�S 'z �,FCKF a. , A,_D STAASIL IZEO CONSTRUCTION EXIT SFE- c 5 - - -T - - -T -- - -T - UNDERGROUND TELEP�40NE --------- EASEMENT 5ET5ACK LINE -._- — - -- CENTERLINE GAS GAS GAS UNDERGROUND GAS MAIN TCOM UNDERGROUND TELECOMMUNICATIONS PROPER77' or R /W LINE --- E UNDERGROUND ELECTRIC LINE ' 1/2' 0 WATER LATERAL W W S" CW0 AWWA WATER MAIN 5ANIT4RT' MANQOLE I SEWER EX15TING 5TORM SEWER t 24' ROLLED CONCRETE CURB a� 13 v '1 1 44 ,- ol 1 t�TUIC. y MASO CORas rt.UILDNG ix _ DTL //CE; CTyy17s y •` Sp cTL /Cl - - MT A -l' - /TL /c r / - - - 'WO STOR C 177 O _ �•--� `�-`'-,-_._-'.--�z�� B UII.D SOLAR � —.' T � � z DTL 2v / 4.8' x EL TN!- DTL 2/Cl)-7�/ S RT AN _ C )/ TR ORh4ER N pY �" s'a 3 L -842 ' [ -- \� \ c$y \ \ •. --.� �/ `\, 9 �-6 -{ 6'vG NW) 32E6� y ( , J h ' C1 __ _ \ \ \ {2) WATER METE S % / r �JG ! t5e- __J `V �� A (5: 832.-8" "�`` �' 6.) 832B6 c o. !3EE RRiGATiON SH1i / Z8' WATER vALvE w _ _1 ?$ N I I I �. ,p C TL 'L '�'i L SSEM13LY --/ '� �. \ �/ 8' EL_ 9 8' TEE w 3' g. ' 1 r ;2 0 ( / � \ . sQ O /G1: r ✓ �- ' I I ( X N yST A1111N O (BOfR ) 3ANfTARY MANHOLE A' t4L-F -t N a �/ 8' WATER Vr+LVE 8' (NW) 8349 p �Q CA.(SEE) - 9 t 8' TEE a \ Y \ 6' Pv UNIT'A-1' vy �y ~� 8 ^L� PSC r c 6 P < ' 8 .99 G �, �, G U TWO STORY MASONRY OFFICE BUILDING O c rZ• 7.204 sq. \ \cN `t �j p4\ \ r 'PO T L� CONCRETE a=_'/E'" 1EN T (� N1V EAY l I I �PNALT P,�.wEMENT Q-�J-.,7 i-;f.,'�D � �- � s�oE�, t�:,RK!NC-. tea✓ (.", CE L IGT-Df1Tl' =0 =S1='� ALT PwEMENT at CURB INLET - - -T - - -T -- - -T - UNDERGROUND TELEP�40NE --------- EASEMENT 5ET5ACK LINE -._- — - -- CENTERLINE GAS GAS GAS UNDERGROUND GAS MAIN TCOM UNDERGROUND TELECOMMUNICATIONS PROPER77' or R /W LINE --- E UNDERGROUND ELECTRIC LINE ' 1/2' 0 WATER LATERAL W W S" CW0 AWWA WATER MAIN 5ANIT4RT' MANQOLE I SEWER EX15TING 5TORM SEWER t 24' ROLLED CONCRETE CURB a� 13 v '1 1 44 ,- ol 1 t�TUIC. y MASO CORas rt.UILDNG ix _ DTL //CE; CTyy17s y •` Sp cTL /Cl - - MT A -l' - /TL /c r / - - - 'WO STOR C 177 O _ �•--� `�-`'-,-_._-'.--�z�� B UII.D SOLAR � —.' T � � z DTL 2v / 4.8' x EL TN!- DTL 2/Cl)-7�/ S RT AN _ C )/ TR ORh4ER N pY �" s'a 3 L -842 ' [ -- \� \ c$y \ \ •. --.� �/ `\, 9 �-6 -{ 6'vG NW) 32E6� y ( , J h ' C1 __ _ \ \ \ {2) WATER METE S % / r �JG ! t5e- __J `V �� A (5: 832.-8" "�`` �' 6.) 832B6 c o. !3EE RRiGATiON SH1i / Z8' WATER vALvE w _ _1 ?$ N I I I �. ,p C TL 'L '�'i L SSEM13LY --/ '� �. \ �/ 8' EL_ 9 8' TEE w 3' g. ' 1 r ;2 0 ( / � \ . sQ O /G1: r ✓ �- ' I I ( X N yST A1111N O (BOfR ) 3ANfTARY MANHOLE A' t4L-F -t N a �/ 8' WATER Vr+LVE 8' (NW) 8349 p �Q CA.(SEE) - 9 t 8' TEE a \ Y \ 6' Pv UNIT'A-1' vy �y ~� 8 ^L� PSC r c 6 P < ' 8 .99 G �, �, G U TWO STORY MASONRY OFFICE BUILDING O c rZ• 7.204 sq. \ \cN `t �j p4\ \ r 'PO T L� CONCRETE a=_'/E'" 1EN T (� N1V EAY l I I �PNALT P,�.wEMENT Q-�J-.,7 i-;f.,'�D � �- � s�oE�, t�:,RK!NC-. tea✓ (.", CE L IGT-Df1Tl' =0 =S1='� ALT PwEMENT O CURB INLET • �c" A>"ER!TEC� =�40NE PEDES- ;L as CR INEG`I' ELGTRIG 30X FIRE L-'T'DRANT(EX!STING/ > FIRE !-IYDRANT (F"ROP05ED) a -C LIGHT f=CLE z STREET 51GN ® 4MER17EC;~ 1" 4Nt�OLE �— rLOW HRROiu ...� ; . `✓EC -E T �` I ON O 54N!T-lRy Mr.N"OLE oe G46 \✓AL vE M-+-� WATER vALvE RIED 1 SERM; Ulyjj l g, -T, l9EE�:. 1 'Ell ll / r o pitGS �ONR 0WOS- p�R x- •' ! ;-- ; . � �-- _� ;DATER METER PIT �. �� U \ ni �. jQq s ` j3(Tra � CI` M 2 6 •/3y -' _3EE D L� CS (T: E) �_` � 3(}0. \ Q• ft. v� G / C �til Stp t>>�' R � ? %'/ i1- I Y L OCATioN 4 _- _ _ \ �.. tea .. ,,, c.o. � s UIVI7' -- 4l �p �� �� aim I:J/L :L L'r. R V 2/C' jj ;- � \ C.F � 'PPR .�M:, � �7t A DF r--• - Y IT RY L .2oaBUIL M.ASOIVI y sqrt. ZINC; 163' 8" PVC l$ WATER VAS EXISTING r EXISTING SANITARY MANHOLE #439 SANITARY MANHOLE #438 T.O.C. - 841.97 T.O.C. - 841.75 8" PVC (W) INV. - 832.29' \ - EXI>dT1NG '2 -8' PVC LATERAL 8" PVC {E} (iJv. - 831.75' d" PVC (E) INV. - 852.39' i �.,``` 1/ 8" PVC (N) INV. - 831.78' � _ � �_.. S tr 8" PVC (w) INV. - 831.57' ' s pF/q O.G. a, PVC "5' R _'C (`vER1FY) INSTALL (2) 1 ' IRRIGATION I TAPF'fNZa SLEEVE PER -- f 3 4 I ATION i U1G. RtF LOCATION lAPP120� * � y _� METER PITS SEE DTL 6/GB.--J SIZE %r ; / - _`�R`�'` ":'�" )zXISTI'� � _ R 4 ...L.E TL Y 5 v AR` N:�C_E E 'STl1d' G^� *^�. VERIFY LOCATION t SIS L 1�OGED 2Q' VERIF` ` _ OV i WITH IRRKsATION CONTRACTOR SANITARY MANI-IOLF '5' AND !WC. T.O.C. - 842.41' (SE) 835.89 i 6' PVC (N) 836w" ' /XEX!STING \ SANITARY MANHOLE #t_ r4', / T.C.C. _ 843.12 �t 2/Cl) L1 CONCRETE Q Q Q QIP Q � Q IQ I CURB (TYP) I _.. l 24' y TC -�_ RA GAS — APF'ROX. E. .-�-y ----i -T - -f G - -T - - -T .. - -T - - -T - - -T - - -T — iATEt-'a21r8' GONTQ4GTCR ---- v —j- v v V -- __ W -- -1� VERIFY INV, t _ T ON -- ---.— 265' - 8 PVC ` SANITARY MANHOLE #44C " MaNH: *4' EXISTING . T.O. C. - 842.91 _-- 8" PVC (W) INV, - 833.56' 8" PVC (N) INV. - 833.69' 8" PVC (E) INV. - 833.74' FR01=05ED UTILITY FLAN GRAPHIC SCALE 4 .3j 45 f M I to rr:1rl' ) I inch - 40 fL Y y -15-a9 W a r Q-�J-.,7 U � =0 Q N O � o � a u � r Q N Y QJ ll_ Q a -C z CO � o z � � N v � � < tio Q CONCRETE Q Q Q QIP Q � Q IQ I CURB (TYP) I _.. l 24' y TC -�_ RA GAS — APF'ROX. E. .-�-y ----i -T - -f G - -T - - -T .. - -T - - -T - - -T - - -T — iATEt-'a21r8' GONTQ4GTCR ---- v —j- v v V -- __ W -- -1� VERIFY INV, t _ T ON -- ---.— 265' - 8 PVC ` SANITARY MANHOLE #44C " MaNH: *4' EXISTING . T.O. C. - 842.91 _-- 8" PVC (W) INV, - 833.56' 8" PVC (N) INV. - 833.69' 8" PVC (E) INV. - 833.74' FR01=05ED UTILITY FLAN GRAPHIC SCALE 4 .3j 45 f M I to rr:1rl' ) I inch - 40 fL PR'ti. No PTE y -15-a9 qr. REN. Q-�J-.,7 � =0 Q N O � o I � 3 Y QJ ll_ Q W � o � � N v � � NW f� tio Q a W W z » _- o a M-+-� 0- LAJ o Lj00< LjdQ V) 0 W UV)tos Ww0 W � - W xZ _ m J N M M Q� 0 0 � x� z` t. , t� co a , M� M M ccSSV 0xq /V. o a c C\2 m z d a z a Q o 0� u O U n rTl z r J z w w uacn PR'ti. No PTE y -15-a9 qr. REN. Q-�J-.,7 DRAWN BY. =0 CHECKED BY ALD SWIT ; GENERAL NOTE, 1. INSTALLATION OF ALL NEW FACILITIES SHALL BE INSPECTED AND APPROVED BY THE WATER COMPANY. 2. ALL WORK SHALL :31 PERFORMED IN ACCCRDANCE W!TII ACCEPTABLE WORKMANSHID PRACT'CES AIJD -11ESE ENGINEERING STANDARDS, ANY WORK NO1 ACCEPTED BY THE WATER COMPANY SHALL_ BE REDONE UNTIL COMPLIANCE WITH THESE ENGINEERING STANDARDS IS ACHIEVED 3. ALL APPROPRIATE PERMITS SHALL HE ON THE J:)BSITL. 4. ORDERS GIVEN BY THE WATER COMPANY RELATING TO QUALITY OF MATERIALS AND WORKMANSHIP MUST BE OBEYED AT ONCE BY THE CONTRACTOR. 5. ALL MATERIALS USED SHALL_ BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE WATER COMPANY AT ALL TIMES AND SHALL NOT BE USED BEFORE BEING INSPECTED AND APPROVED BY THE WATER COMPANY. MATERIAL REJECTED BY THE 'WATER COMPANY SHALL BE iMMEDIATEL'" REMOVED FROM THE JOBSi T E. 6. THE CONTRACTOR SHALL GIVE AT LEAST SEVEN (7) DAYS NOTICE TO THE WATER COMPANY IMMEDIATELY PRIOR TO STARTING CONSTRUCTION. 7. NO WORK SHALL COMMENCE UNTIL THE PRECONSTRUCTION MEETING HAS BEEN CONDUCTED AND THE INSTALLING CONTRACTOR HAS AN APPROVED SET OF PLANS IN HiS POSSESSION. ALL WORK SHALL BE PERFORMED !N STRICT COMPLIANCE WiTH THE APPROVED PLANS AND SHALL BE INSPECTED AND APPROVED BY THE WATER COMPANY. 8. WHEN APPLYING FOR A MAIN EXTENTION. CONTRACT, SPECIAL CONDITIONS THAT INVOLVE ANOTHER AGENCY, SUCH AS CROSSING .A RAILROAD OR A HIGHWAY, MAY EXIST, ALL CONDITIONS OF THE OTHER AGENCY MUST BE SATISFIED. ALL DESIGNS, DRAWINGS AND CALCULATIONS SUBMITTED TO ANOTHER AGENCY SHALL ALSO BE SUBMITTED TO THE WATER COMPANY FOR APPROVAL. 9. CONSTRUCTION SHALL COMMENCE WITHIN ONE -HUNDRED AND TWENTY (120) DAYS AFTER THE DATE OF THE CONSTRUCTION PERMIT ISSUED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, IF CONSTRUCTION ON THE MAIN INSTALLATION IS HALTED FOR MORE THAN 120 DAYS. PLANS MUST BE RESUBMITTED FOR REVIEW A,�Pn ROV'�+Li ND L. 10. THE DEVELOPER SHALL SECURE AL'I PERMITS AND PAY FEES REQUIRED FOR THE MAIN EXTENTION. 11, THE MAiN EXTENT!ON SHALL BE ACCURATELY SURVEYED AND STAKED IN ACCORDANCE WiTH THE APPROVED PLANS. 12, PRIOR TO THE INSTALLATION OF THE WATER MAINS IN DEDICATED STREETS AND EASEMENTS, CONSTRUCTION MUST HAVE PROGRESSED TO AN ELEVATION OF NO MORE THAN 6 INCHES BELOW FINAL GRADE. 13 ALL VALVE 90YES AND FIRE HYDRANTS SHALL BE ADJUSTED TO THE FINAL GRADE BY THE CONTRACTOR. 14. ALI_ MATERIALS NEEDED TO COMPLETE THE WORK SHALL BE ON HAND. 5. WHEN OPENING OR CLOSING VALVES ON THE EXISTING SYSTEMS, ONLY THE APPROPRIATE COMPANY PERSONNEL ARE AUTHORIZED TO OPERATE VALVES. Iii. !F A CONSTRUCTION DELAY OF 10 DAYS OR MORE SHOULD OCCUR ON THE PROJECT, A RENOTiFICATION OF THREE (3) WORKING DAYS SHALL BE GIVEN TO THE WATER COMPANY. WATER MAINS SHALL BE DISINFECTED AND HYDROSTATICALLY TFSTED IN ACCORDANCE W;i"H THE IWC CURRENT STANDARDS. 18. CONTRACTOR SHALL OBTAIN A COPY OF " I.W.C. SPECIFICATION AND DETAILS " AND ADHERE TO APPLICABLE STANDARDS OF PRACTICE A,C,F,G,J,O. PIPELINE MATERIALS 1. ALL PIPELINE MATERIALS NECESSARY FOR THE COMPLETE INSTALLATION OF THE WORK SHALL BE FURNISHED BY THE DEVELOPER OR HiS CONTRACTOR. ALL MATERIAL SHALL BE NEW AND SHALL COMPLY WiTH THE SPECIFICATIONS THAT FOLLOW UNLESS APPROVAL FOR OTHER IS GIVEN BY THE ENGINEER, 2. ALL PROJECTS WILL BE REQUIRED TO USE PVC PIPE UNLESS SPECIAL APPROVAL IS GRANTED BY THE ENGINEER. 3. PVC PIPE SHALL CONFORM TO THE LATEST EDITION OF ANSI/AWWA C900 AND C905 WITH CAST IRON PiPE O.D., FOR PVC PIPE. MATERIALS FROM WHICH THE PIPE IS MANUFACTURED SHALL HAVE BEEN TESTED AND APPROVED FOR CONVEYING POTABLE WATER BY THE NATIONAL SANITATION FOUNDATION AND THE UNDERWRITER'S LABORATORIES. AND SHALL BE MARKED WITH THE.11. LOGO. WHERFFi"T.TiNGS ARE REOt IRED DUCTILE IRON FTTINGc SHALL BE 1. 1 S E D. 4. PIPE WALL THICKNESS FOR 6 -INCH, 8 -INCH, 10 -INCH AND 12 -INCH PIPE SHALL BE AS REQUIRED TO PROVIDE A MINIMUM WALL THICKNESS WITH A DR OF 18 FOR PRESSURE CLASS 150 AS DEFINED iN ANSI/AWWA C900. � . JOINTS FOR PVC PIPE SHALL BE SLIP-ON WITH INTEGRAL BELL AND SPIGOT PIPE, OR PIPE WITH EXTRUDED TYPE COUPLINGS, MEETING THE REQUIREMENTS OF ASTM D-3139, EXCEPT FLEXIBLE ELASTOMERIC GASKETS MEETING THE REQUIREMENTS OF ASTM F 477, 6. ALL PVC FITTINGS (6 -INCH THROUGH 12 -INCH) SHALL BE COMPLETE WITH ALL ACCESSORIES AND CONFORM TO CLASS 150 (DP 18) ANSI/AWWA STANDARD C907. 7. CONTRACTOR SHALL USE APPROVED MANUFACTURES BY THE INDIANAPOLIS WATER COMPANY. 8. THE DUCTILE IRON FITTINGS SHALL BE COMPLETE WITH ALL ACCESSORIES AND SHALL CONFORM TO ANSI/AWWA C110/ A21.10, 350 PSI PRESSURE RATING. THE JOINTS SHALL BE OF THE STANDARD MECHANICAL JOINT TYPE CONFORMING TO ANSI/AWWA C111/A21.11 OR PUSH ON TYPE CONFORMING ANSI/AWWA C111/A21.11. ALL FITTINGS SHALL BE CEMENT MORTAR LiNED CONFORMING TO ANSI/AWWA C104/A21.4 WITH POLYETHYLENE ENCASEMENT (SECTION 5.16) AND SHALL BE COATED OUTSIDE WITH A BITUMINOUS COATING. FITTINGS SHALL HAVE DISTINCTLY CAST UPON THEM THE PRESSURE RATING AND LETTER "DI" OR "DUCTILE". HYDRANTS 1. DRY TOP CONSTRUCTION - THE OPERATING THREADS SHOULD BE ISOLATED FROM POTENTIALLY CORROSIVE ENVIRONMENTS, AIR AND WATER AND SHOULD BE LUBRICATED WITH A FOOD GRADE LUBRICANT. NATIONAL STANDARD PENTAGON OPERATING NUT, OPENED BY TURNING CLOCKWISE. 3 "TRAFFIC" OR "SAFETY" MODEL WITH BREAKOFF FLANGE AND COUPLING ASSEMBLY. 4. SHALL HAVE A 5-1/4 INCH VALVE OPENING. 5, SHALL HAVE TWO 2-112 INCH HOSE NOZZLES WITH NATIONAL STANDARD HOSE THREAD OF 7-1/2 PER INCH. 6 SHALL HAVE ONE 4-1/2 INCH STEAMER NOZZLES WITH 6 SHARP V -THREADS PER -INCH. 7- NOZZLES ARE TO BE SCREWED INTO THE UPPER SECTION; 0 -RING SEALED AND HAVE A PIN OR SCREW TO PREVENT BACKING OUT. 8. UPPER VALVE PLATE IS TO BE BRONZE. 9, MAIN VALVE SEAT MUST BE BRONZE TO BRONZE THREADS. 10. HYDRANT WILL BE EQUIPPED WITH A MECHANICAL STOP TO PREVENT OVER-TOROUING THE STEM. it. EPDXY COATED LOWER VALVE PLATE AND HYDRANT SHOE, 12. 5 -FOOT BURY AND OPTION FOR 6 -FOOT BURY. (COLOR CODING WILL DISTINGUISH 6 -FOOT BURY.) 13. LOWER BARREL Tu BE DUCTILL IRVN EQUIVALENT TO CLASS 52 PIPE. 14. HYDRANTS TO BE PAINTED INDIANAPOLIS WATER COMPANY (BLUE/GREEN) AND THE PAINT SHOULD BE 7 TO 8 MIL IN THICKNESS, WiTH REFLECTIVE WHITE PAINT ON BONNET FLANGE. 15. SHALL HAVE LOOP RING CONNECTIONS FOR TRACING WIRE. 16 HYDRANTS SHALL BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE LOCATION SHALL PROVIDE COMPLETE ACCESSIBILITY AND MINIMIZE THE POSSIBLE OF DAMAGE FROM VEHICLES OR INJUP.Y TO PEDESTRIANS. WHEN PLACED BEHIND THE CURB, THE HYDRANT BARREL SHALL BE SET SO THAT NO PORTION OF THE PUMPER OR THE HOSE NOZZLE CAP WILL BE LESS THAN TWENTY-FOUR INCHES FROM THE GUTTER FACE OF THE CURB. ALL HYDRANTS SHALL STAND PLUMB WITH THE PUMPER NUZZLE FACING THE CURB. HYDRANTS SHALL BE SET TO THE ESTABLISHED GRADE, WITH BREAK RING THREE INCHES ABOVE THE GROUND AS SHOWN OR AS DIRECTED BY THE ENGINEER. 17. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. A DRAINAGE AREA TWO FEET IN DIAMETER AND TWO FEET IN HEIGHT SHA[ I. SHALL BE EXCAVATED ABOVE THE BASE OF EACH HYDRANT. THE AREA SHALL BE FILLED AND COMPACTED WITH COARSE GRAVEL OR BROKEN STONE MIXED WITH COARSE SAND, UNDER AND AROUND THE BASE OF THE HYDRANT TO A LEVEL ABOVE THE WASTE OPENING. NO HYDRANT DRAINAGE AREA ;HALL BE CONNECTED TO A SEWER. 18 A REACTION OR THRUST BLOCKING SHALL BE PROVIDED AT THE BASE OF EACH HYDRANT AND SHALL NOT OBSTRUCT THE DRAINAGE OUTLET OF THE HYDRANT. THE SIZE AND SHAPE OF CONCRETE THRUST BLOCKING AND THE NUMBER AND SIZE OF RESTRAIN RODS SHALL BE APPROVED BY THE ENGINEER. i:.4T£R "A?: ?*4A;'L RENT w LOCATED R4 TWE >1A" TRENC:i1 A6 SANITARY S@Y1> M JOINT 04TER-5EWER DE7-4/L VALVES 1, THE TYPE, SIZE, AND LOCATION OF VALVES SHALL BE AS SHOWN ON THE PLANS. EXCEPT AS MODIFIED OR PROVIDED HEREIN, ALL GATE VALVES IN PIPE LINES SHALL BE 200 PSI, IRON BODY, RESILIENT - SEATED, TIGHT CLOSURE GATE VALVES WITH NON -RISING STEMS CONFORMING WITH ALL APPLICABLE REQUIREMENTS OF ANSI/AWWA C501j. ALL VALVES FURNISHED SHALL OPEN RIGHT IN ACCORDANCE WITH THE WATER COMPANY STANDARD WITH 2 - INCH AWWA NUTS. KEYNUTS ARE TO BE PAINTED RED. 2 VALVE ENDS SHALL BE OF THE MECHANICAL JOINT OR PUSH ON TYPE. CONFORMING TO ANSI/AWWA C111/A2111 EXCEPT WHERE FLANGED ENDS ARE REQUIRED BY THE PLANS. 3. THE SEAT SHALL CONSIST OF A TOTALLY ENCAPSULATED DiSC OF MOLDED RUBBER COMPLYING WITH ASTM D 2000. THE SEAT IN THE CLOSED POSITION MUST PROVIDE A BUBBLE TIGHT SEAL ACROSS THE DISC OF A FULL DIFFERENTIAL PRESSURE OF 200 PSI 4. EACH VALVE SHALL BE TESTED FROM BOTH DIRECTIONS By THE MANUFACTURE. FOR BUBBLE TIGHT 200 PSI DIFFERENTIAL SEALING ABILITY. EACH VALVE SHALL ALSO BE TESTED IN THE -DISC UP" POSITION AT 400 PSI RESULTING IN A FULL SHELL TEST. THERE SHALL BE NO LEAKAGE AT ANY OF THE VALVE'S JOINTS OR CONNECTIONS. S ALL INTERNAL PARTS SHALL BE ACCESSIBLE WITHOUT REMOVING THE MAIN BODY FROM PRESSURE LINE. 6. NOMINAL 10 MILS THICKNESS TO PROTECT ALL INTERIOR AND EXTERIOR EXPOSED IRON SURFACES. COMPLIES FULLY IS WITH AWWA C 550 AND S RTIFI 7 CERTIFIED 0 NSF61. 7. STEM AND STEM NUT ARE TO BE MACHINED FROM FORGED MANGANESE BRONZE BAR STOCK. 8. ALL VALVES MUST HAVE A FULL ROUND, SMOOTH UNOBSTRUCTED OVERSIZED FLOW WAY WHICH SHALL BE AT LEAST AS LARGE AS THE CONNECTING PIPE INSIDE DIAMETER. 9. ALL BOLTS AND NUTS THAT FASTEN THE BONNET TO THE VALVE BODY, THE BONNET THRUST PLATE TO THE BONNET AND THE KEYNUT TO THE STEM SHALL BE AISI TYPE 304 OR 316 STAINLESS STEEL. 10. A MINIMUM OF TWO SYNTHETIC POLYMER THRUST WAS ERs PPQJ IDE LOW OPERATING TORQUE RESULTING IN EASIER VALVE OPERATION. 11, A MINIMUM OF TWO O-RING SEALS ARE REQUIRED. ONE IS TO BE ABOVE THE THRUST COLLAR, ONE BELOW. THESE ARE TO RETAIN LUBRICATION ON THRUST COLLAR AND iSOLAIE IT FROM WATER WAY AND OUTSIDE CONTAMINATION. THE TOP O-RING SEAL CAN BE REPLACED WITH VALVE FULLY OPEN AND UNDER PRESSURE. THRUST BLOCKING i. CONCRETE, KICK BLOCKS AND THRUST BLOCKS SHALL BE SIZED FOR THE INTERNAL STATIC WATER PRESSURE OF 100 PSI PLUS 100 PSI WATER HAMMER AND SOiL BEARING CAPACITY. STANDARD SIZES OF THRUST BLOCKS ARE SHOWN IN iWC STANDARD SPECS. 2. BLOCKING SHALL BE CONSTRUCTED BACK AGAINST THE VERTICAL FACE OF UNDISTURBED EARTH OR SHEETING LEFT IN PLACE. THE CONCRETE SHALL BE PREVENTED FROM ENCLOSING MORE THAN HALF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE KEPT AWAY FROM JOINTS OR BOLTS IN THE PIPING. 3. JOINT RESTRAINT DEVICES SHALL BE USED AT ALL BENDS AND FITTINGS WHERE THRUST BLOCKS CANNOT BE USED DUE TO EXISTING FIELD CONDITIONS OR WHERE JOiNT RESTRAINT DEVICES ARE SPECIFICALLY REQUIRED. DISINFECTION OF THE WATER MAINS 1. THE WATER COMPANY WiLL.- DISINFECT THE PIPE THE CONTRACTOR/DEVELOPER WILL PREPARE THE TRENCH AT THE CHLORINATION EXCAVATION MEETING OSHA STANDARDS ANO HELP PERFORM THE CHLORINATION WORK TO THE SATISFACTION 0F THEWATER COMPANY. 2. THE WATER COMPANY SHALL COLLECT WATER SAMPLESLEf F OR BACTERIOLOGICAL TESTING. WHEN SATISFACTORY T IfP aCT 0RY SAMPLES WR VI�IE.RESULTS APPROVED BY THE ATCOMPANY OR OBTAINED, THE MAIN WILL BE PLACED IN SERC POLYETHYLENE (PE) PIPE AND L'TT'INGS 1. POLYETHYLENE MATERIAL- POLYETHYLENE PIPE AND FITTINGS GS 5HALL CONFORM TO THE LATEST EDITION OF ANSI AWWA C901 AND C906. MATERIAL USED IN THE MANUFACTURE OF POLYETHYLENE PIPE OR FITTINGS SHALL CONFORM TO THE PE STANDARDS CODE PE 3408. 2. WALL THICKNESS- MINIMUM PIPE WALL THICKNESS, OR STANDARD DIAMETER RATIO (SDR) SHALL BE AN 13.5 SDR FOR PIPE 6 -INCHES THROUGH 24 -INCHES iN DIAMETER AND SDR 11 FOR PIPE 3 -INCHES IN DIAMETER. 3. IRON PIPE SIZE VERSUS DUCTILE IRON PiPE SIZE -DUCTILE IRON PIPE SIZES SHALL BE USED ON ALL PROJECTS. I D/S' METERS t WATE1R '-!AtN LA` lWv PARALLEL TO SEiJER ITEM1 A at-"DRANTS MMT BE +R_FSTRAP•eo TO `HE TEE I_ **ETER 90X GO. OF DUCTILE WDN ENCASED TYPE T A 6*4WILE LID, TYPE T , �q SiJ6LE LID. DETER I.IT , GOVtR FOR 20' RISER DAPISR R A c4vap � 4' DEPfN t 047' • LID FOR 24' MOM 4'011111101 3"1?' DIA LID - "PICA- DEPTH OF MALT 2P INTISI NWED ROE 88TTI�IRIT�MED RSR ,DATER pR 0019rl' ym p3p4�, X14 rdQ }bRR°r` ANOTWW UTILITY FACILITY 6' PIPE W FOOL -TIER E'CY ;O. (TELEPA244 , 4 AS, ELECTRIC, C-ABILE6NC'ULD WATi N MAINVfelO!'l ETC.)f7F IrAvE 4 1i1' GO'JER ANCaE + C:GY'i}5610K: @ :- . 3R RISER SIZE lm' t LARGER PIPE `• '<Ak 1. _OF 'R l ) - '! /i $01"A144TWN 01 TTY r TOR s/4' !'ITER SHOULD HAVE 4 GRA VEL A* SHOW FOR.ORAN 'JELL 'A^w°ED cAAVEL L 6' WJ t>RAN7 BR.AHC>, !� 1-I?'DR4N' OF CIJVER � w U 6AN!TARY CRR 8TOM-, SEA W W Q' 0 4 WATER '-!AIN CRO951NCs $ELLER - -7 W m Z z �aLK •,�/i;% � iii/, � � N J ch _I Q CL �u om 0 c� m -- Y r u $ BAN.TART' 1 JOINT 04TER-5EWER DE7-4/L VALVES 1, THE TYPE, SIZE, AND LOCATION OF VALVES SHALL BE AS SHOWN ON THE PLANS. EXCEPT AS MODIFIED OR PROVIDED HEREIN, ALL GATE VALVES IN PIPE LINES SHALL BE 200 PSI, IRON BODY, RESILIENT - SEATED, TIGHT CLOSURE GATE VALVES WITH NON -RISING STEMS CONFORMING WITH ALL APPLICABLE REQUIREMENTS OF ANSI/AWWA C501j. ALL VALVES FURNISHED SHALL OPEN RIGHT IN ACCORDANCE WITH THE WATER COMPANY STANDARD WITH 2 - INCH AWWA NUTS. KEYNUTS ARE TO BE PAINTED RED. 2 VALVE ENDS SHALL BE OF THE MECHANICAL JOINT OR PUSH ON TYPE. CONFORMING TO ANSI/AWWA C111/A2111 EXCEPT WHERE FLANGED ENDS ARE REQUIRED BY THE PLANS. 3. THE SEAT SHALL CONSIST OF A TOTALLY ENCAPSULATED DiSC OF MOLDED RUBBER COMPLYING WITH ASTM D 2000. THE SEAT IN THE CLOSED POSITION MUST PROVIDE A BUBBLE TIGHT SEAL ACROSS THE DISC OF A FULL DIFFERENTIAL PRESSURE OF 200 PSI 4. EACH VALVE SHALL BE TESTED FROM BOTH DIRECTIONS By THE MANUFACTURE. FOR BUBBLE TIGHT 200 PSI DIFFERENTIAL SEALING ABILITY. EACH VALVE SHALL ALSO BE TESTED IN THE -DISC UP" POSITION AT 400 PSI RESULTING IN A FULL SHELL TEST. THERE SHALL BE NO LEAKAGE AT ANY OF THE VALVE'S JOINTS OR CONNECTIONS. S ALL INTERNAL PARTS SHALL BE ACCESSIBLE WITHOUT REMOVING THE MAIN BODY FROM PRESSURE LINE. 6. NOMINAL 10 MILS THICKNESS TO PROTECT ALL INTERIOR AND EXTERIOR EXPOSED IRON SURFACES. COMPLIES FULLY IS WITH AWWA C 550 AND S RTIFI 7 CERTIFIED 0 NSF61. 7. STEM AND STEM NUT ARE TO BE MACHINED FROM FORGED MANGANESE BRONZE BAR STOCK. 8. ALL VALVES MUST HAVE A FULL ROUND, SMOOTH UNOBSTRUCTED OVERSIZED FLOW WAY WHICH SHALL BE AT LEAST AS LARGE AS THE CONNECTING PIPE INSIDE DIAMETER. 9. ALL BOLTS AND NUTS THAT FASTEN THE BONNET TO THE VALVE BODY, THE BONNET THRUST PLATE TO THE BONNET AND THE KEYNUT TO THE STEM SHALL BE AISI TYPE 304 OR 316 STAINLESS STEEL. 10. A MINIMUM OF TWO SYNTHETIC POLYMER THRUST WAS ERs PPQJ IDE LOW OPERATING TORQUE RESULTING IN EASIER VALVE OPERATION. 11, A MINIMUM OF TWO O-RING SEALS ARE REQUIRED. ONE IS TO BE ABOVE THE THRUST COLLAR, ONE BELOW. THESE ARE TO RETAIN LUBRICATION ON THRUST COLLAR AND iSOLAIE IT FROM WATER WAY AND OUTSIDE CONTAMINATION. THE TOP O-RING SEAL CAN BE REPLACED WITH VALVE FULLY OPEN AND UNDER PRESSURE. THRUST BLOCKING i. CONCRETE, KICK BLOCKS AND THRUST BLOCKS SHALL BE SIZED FOR THE INTERNAL STATIC WATER PRESSURE OF 100 PSI PLUS 100 PSI WATER HAMMER AND SOiL BEARING CAPACITY. STANDARD SIZES OF THRUST BLOCKS ARE SHOWN IN iWC STANDARD SPECS. 2. BLOCKING SHALL BE CONSTRUCTED BACK AGAINST THE VERTICAL FACE OF UNDISTURBED EARTH OR SHEETING LEFT IN PLACE. THE CONCRETE SHALL BE PREVENTED FROM ENCLOSING MORE THAN HALF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE KEPT AWAY FROM JOINTS OR BOLTS IN THE PIPING. 3. JOINT RESTRAINT DEVICES SHALL BE USED AT ALL BENDS AND FITTINGS WHERE THRUST BLOCKS CANNOT BE USED DUE TO EXISTING FIELD CONDITIONS OR WHERE JOiNT RESTRAINT DEVICES ARE SPECIFICALLY REQUIRED. DISINFECTION OF THE WATER MAINS 1. THE WATER COMPANY WiLL.- DISINFECT THE PIPE THE CONTRACTOR/DEVELOPER WILL PREPARE THE TRENCH AT THE CHLORINATION EXCAVATION MEETING OSHA STANDARDS ANO HELP PERFORM THE CHLORINATION WORK TO THE SATISFACTION 0F THEWATER COMPANY. 2. THE WATER COMPANY SHALL COLLECT WATER SAMPLESLEf F OR BACTERIOLOGICAL TESTING. WHEN SATISFACTORY T IfP aCT 0RY SAMPLES WR VI�IE.RESULTS APPROVED BY THE ATCOMPANY OR OBTAINED, THE MAIN WILL BE PLACED IN SERC POLYETHYLENE (PE) PIPE AND L'TT'INGS 1. POLYETHYLENE MATERIAL- POLYETHYLENE PIPE AND FITTINGS GS 5HALL CONFORM TO THE LATEST EDITION OF ANSI AWWA C901 AND C906. MATERIAL USED IN THE MANUFACTURE OF POLYETHYLENE PIPE OR FITTINGS SHALL CONFORM TO THE PE STANDARDS CODE PE 3408. 2. WALL THICKNESS- MINIMUM PIPE WALL THICKNESS, OR STANDARD DIAMETER RATIO (SDR) SHALL BE AN 13.5 SDR FOR PIPE 6 -INCHES THROUGH 24 -INCHES iN DIAMETER AND SDR 11 FOR PIPE 3 -INCHES IN DIAMETER. 3. IRON PIPE SIZE VERSUS DUCTILE IRON PiPE SIZE -DUCTILE IRON PIPE SIZES SHALL BE USED ON ALL PROJECTS. I D/S' METERS t f�lill ITEM1 A at-"DRANTS MMT BE +R_FSTRAP•eo TO `HE TEE •'C» METLP HJx��{wS+ **ETER 90X GO. OF DUCTILE WDN ENCASED TYPE T A 6*4WILE LID, TYPE T , �q SiJ6LE LID. DETER I.IT , GOVtR FOR 20' RISER DAPISR R A c4vap � 4' DEPfN t 047' • LID FOR 24' MOM 4'011111101 3"1?' DIA LID - --F•11 2P INTISI NWED ROE 88TTI�IRIT�MED RSR YOKE pR 0019rl' ym p3p4�, X14 rdQ }bRR°r` F-+-� 5,11113 VOA `i>R' WA METER W FOOL -TIER E'CY ;O. FORD METER EOX CO. VALV'E6 ANCaE + C:GY'i}5610K: @ ALVE6 FOR COER TiJBhq+, VA­F_S F'JR MAO N 'J5N RISER SIZE y4• FpR -E-E-W r FOR swMIE_R `• '<Ak 1. _OF 'R NLJJZ FOR SIZE r TOR s/4' !'ITER .,,4- LID FLL45*4 wAGRADE _.OEE No -E RJF*4WW4 D AND %' lCLOCK RISER JP ON MSTALL� DT FOUR (4) eYWCKS P}iOPEW- _ 4= ITErB I. ""E'ER =LIidI1SPED t UT BY IIVZ- E 'NGLUDM ADCAA G0P'*3FE661ON V OUTLET VA - VES RAWSWW TO rIIAPO i BY WIG t -_ 3. ALL AERVICif LOSS MILT HAVE 4401 PT. CF GROW MAIN % TO CUSTOMER COMP! wmwltlml OF TW MATER MAIN DePTML A. LOCATE ►'BTSR 12,17 WITI-W 12' OF PROPERTY OW THE LOCATiON MIST TOE ACCESSIBLE AND tN A LEVM PLACE P. TWE FIT SUALL NOT BE LOC.A`W 14 A V46VIEWAY. STANDARD SERVICE LINE INSTALLA71ON $ SETTING NOT TO SALE - (FOR "I v4' 0 1 "EIves N CFE PITT INSTALLATION 1. ALL MATERIALS FURNISHED BY THE CONTRACTOR/DEVELOPER, INCLUDING PIPE, FITTINGS, VAL'V'ES, HYDRANTS AND OTHER ACCESSORIES SHALL AT ALL TIMES BE HANDLED WITH CARE TO AVOID DAMAGE. IN LOADING AND UNLOADING, THEY SHALL BE LIFTED BY HOIST IN SUCH A MANNER AS TO AVOID SHOCK. UNDER NO CIRCUMSTANCES SHALL THEY BE DROPPED. 2. PIPING SHALL BE LAID TO THE LINES AND GRADES OF 54 INCHES OF COVER OVER THE TOP OF THE PIPE BARREL TO FINISHED GRADE FOR 3 -INCH, 6 -INCH, AND 8 -INCH PIPE AND 48 INCHES OF COVER OVER THE TOP OF THE PIPE FOR 12 -INCH AND LARGER PIPE. PIPELINES OR RUNS INTENDED TO BE STRAIGHT SHALL BE LAID STRAIGHT. CURVES MAY BE FORMED BY USING FITTINGS OR BEVELED JOINTS. J. THE TRENCH SHALL BE DUG TO THE ALIGNMENT AND DEPTH REQUIRED BUT ONLY SO FAR IN ADVANCE OF PIPE LAYING AS THE WORK PERMITS. THE TRENCHED SHALL BE SO BRACED AND DRAINED SUCH THAT WORKMEN MAY PERFORM THEIR DUTIES THEREIN TO AVOID CONTAMINATION. IT iS ESSENTIAL THAT THE DISCHARGE FROM PUMPS BE LED TO NATURAL DRAINAGE CHANNELS OR TO DRAINS. 4. THE TRENCH WIDTH MAY VARY WITH AND DEPEND UPON THE DEPTH OF THE TRENCH AND THE NATURE OF THE EXCAVATED MATERIAL ENCOUNTERED; BUT iN ANY CASE , SHALL BE AN AMPLE WIDTH TO PERMIT THE PIPE TO BE LAID AND JOINTED PROPERLY AND THE BACKFILL TO BE PLACED AND COMPACTED PROPERLY. . 5. THE TRENCH SHALL BE EXCAVATED TO PROVIDE A UNIFORM AND CONTINUOUS BEARING AND SUPPORT FOR THE PIPE BARREL ON SOLiD AND UNDISTURBED GROUND AT EVERY POINT BETWEEN JOINTS. 6. IF LOCAL CONDITIONS PERMIT THEIR REUSE, ALL SURFACE MATERIALS SUITABLE FOR REUSE IN RESTORING THE SURFACE SHALL BE KEPT SEPARATE FROM THE GENERAL EXCAVATION MATERIAL. 7. BEFORE LOWERING ANY MATERIALS INTO THE TRENCH FOR ASSEMBLY, THE PIPE, FITTINGS, VALVE OR FIRE HYDRANT SHALL BE THOROUGHLY INSPECTED IN AN APPROPRIATE MANNER SO AS TO DETERMINE ANY DEFECTS, DAMAGE OR UNSOUNDNESS OF THE MATERIAL. ANY DEFECTIVE, DAMAGED, OR UNSOUND PVC PiPE, VALVE, FIRE HYDRANT OR FITTING SHALL H BE REJECTED. R T . 8. WHEN THE PVC PIPE IS LAID, IT SHALL BE FREE OF ALL FOREIGN MATTER AND CLEANED BY SWABBING BEFORE IT i5 PLACED IN THE TRENCH. 9. PROPER IMPLEMENTS, TOOLS AND FACILITIES SATISFACTORY TO THE COMPANY SHALL BE PROVIDED AND USED BY THE CONTRACTOR/DEVELOPER FOR THE SAFETY AND CONVENIENT PROSECUTION OF THE WORK. ALL PVC PIPE, FITTINGS, VALVES, AND HYDRANTS SHALL BE CAREFULLY LOWERED INTO THE TRENCH PIECE BY PIECE BY MEANS OF DERRICK, ROPES OR OTHER SUITABLE TOOLS OR EQUIPMENT, IN SUCH MANNER, AS TO PREVENT DAMAGE TO PIPE, PIPE COATING, OR PiPE. UNDER NO CIRCUMSTANCES SHALL PiPE OR ACCESSORIES BE DROPPED OR DUMPED INTO THE TRENCH. 10. AFTER PLACING A LENGTH OF PVC PIPE IN THE TRENCH, THE SPIGOT FOR THE JOINT SHALL BE PROPERLY LUBRIC- AiED IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS. THE SPIGOT END SHALL THEN BE CENTERED IN THE BELL, THE PIPE FORCED TO THE MARKS ON THE PIPES AND BROUGHT INTO TRUE ALIGNMENT. 11. AT TIMES WHEN PVC PIPE LAYING, IS NOT IN PROGRESS, THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY APPROVED MEANS, AND AT NO TIME SHALL TRENCH WATER BE PERMITTED TO ENTER THE PiPE. 12. CUTTING OF PVC PIPE FOR INSERTING VALVES, FITTINGS, OR CLOSURE PIECES SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER WITHOUT DAMAGE TO THE PiPE. WHEREVER IT IS NECESSARY TO CUT PVC PIPE, WHICH PIPE IS EQUIPPED WITH A SLIP JOINT TYPE BELL END, THE CUT END OF THE PIPE SHALL BE ADEQUATELY BEVELED SO AS TO PREVENT THE EDGE OF THE PIPE FROM CUTTING OR TEARING THE GASKET AS THE SPIGOT END IS INSERTED INTO THE BELL OF THE ADJOINING PIPE OR FITTING. 13. UNLESS OTHERWISE DIRECTED, PVC PIPE SHALL BE LAID WITH BELL ENDS FACING IN THE DIRECTION OF LAYING. 14. CONCRETE BLOCKING SHALL BE INSTALLED WHERE AND AS SHOWN ON THE DRAWING 15" BEFORE LAYING THE PIPES, ALL PUMPS, BLISTERS, AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE BELL SPIGOT ENDS OF EACH PIPE. THE PIPE ENDS SHALL THEN BE WIPED UNTIL CLEAN AND DRY. 16. GATE VALVES AND PIPE FITTINGS SHALL BE SET AND JOINTED TU NEW PIPE IN THE MANNER HERETOFORE SPECIFIED FOR CLEANING, LAYING AND JOINTING PIPE. 17. DUCTILE IRON VALVE BOXES SHALL BE FIRMLY SUPPORTED. AND MAINTAINED CENTERED AND PLUMB OVER THE OPERATING NUT OF THE VALVE, WITH BOX COVER FLUSH WITH THE SURFACE OF THE FINISHED PAVEMENT OR AT SUCH EVE S OTHER LEVEL A MAY BE DIRECTED. T � I I1 THE T r . R. THE Bowl OF EACH HYDRANT SHALL BE WEL.. BRACED AGAINST UNDi�T.,RBED EARTH AT . H.. END OF THE TRENCH AND TIED TO THE MAIN WITH ACCEPTED JOINT RESTRAINTS TO PROHIBIT THE HYDRANT OR VALVE FROM BECOMING DISCONNECTED FROM THE MAIN. 19. THE WATER MAINS TO BE INSTALLED WILL BE CONNECTED TO THE EXISTING DISTRIBUTION SYSTEM BY THE DEVELOPER/ CONTRACTOR AS SHOWN ON THE PLANS. THE CONTRACTOR/ DEVELOPER SHALL NOT PLACE THE MAINS IN SERVICE OR OUT OF SERVICE BY OPENING OR CLOSING THE VALVES UNLESS SO DIRECTED BY THE WATER COMPANY. 20" WHERE CONNECTIONS ARE MADE BETWEEN NEW WORK AND EXISTING PIPING, SUCH CONNECTIONS SHALL BE MADE USING SUITABLE FITTINGS TO SUIT THE CONDITIONS ENCOUNTERED. 21- ALL BACKFILL IN PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH THE RULES AND REGULATIONS OF THE PREVAILING GOVERNMENTAL AUTHORITY 22. DUE TO THE INSULATING PROPERTIES OF POLYVINYL CHLORIDE AND POLYETHYLENE, THEY CANNOT BE LOCATED BY ELECTRONIC SENSING DEVICES, THEREFORE, THE CONTRACTOR SHALL INSTALL INSULATED #10 SOLID COPPER WIRE AND IDENTIFICATION RIBBON ALONG WITH ALL PIPE INSTALLATIONS OF PVC AND PE. 23. THE #10 SOLID COPPER WiRE MUST BE LAID DIRECTLY OVER THE MAiN, THE WiRE MUST BE ATTACHED TO THE PIPE AT REGULAR INTERVALS TO ENSURE IT STAYS IN PLACE DURING BACKFILL. 24. AT EACH VALVE AND HYDRANT, THE WIRE SHALL BE BROUGHT TO GROUND LEVEL. 25. WHERE ALL COUPLING CONNECTIONS ARE MADE IN THE WIRE, AN OVERHEAD LOOP KNOT SHALL BE MADE TO PREVENT THE COUPLING FROM PULLING LOOSE. 26. ALL CONNECTIONS ON THE WIRE ARE TO BE MADE WITH LAWSON 10 GAUGE BUTT CONNECTOR SOLDER CONNECT TERMINALS OR EQUIVALENT. 27. THE CONNECTIONS WILL BE TAPED WITH ELECTRICAL MOISTURE SEALANT PATCHES. 5T,4NCr,4RD SERVICE LINE /N67,4LLA7r0N 3 NOT 'O SCA" (013-6AtfCN OW •) PVB lN5TALiED'2' ABOVE HIGHEST SPRINKLER HEAD NO FI -TNG ALLOWED FROM HS VALVE TO 'AVB HOSE COMiECTION (CARRIED CN SEIQV C;E TRUCK) 2 I/2' t 2' HOSE BLUSWING 2'x 6' GALVANIZED NIPPLE PROTECT THREADS LOTuGAP 04EN NOT IN USE. 4'_____v __ __1• IS' FVC UPPER E\ARRE1 31,41/6' t i' PLY$ WTa,I A 2' TIP WATER MAIN V x 6' NIPPLE - GIL 2 PO5T FLISNING -l' AN T SCALE: NOT TO SCALE -4444---4444-- ', 2at' I _ - 14 IVTi6' VALVE BOX LID APPROXIMATE WE;IGNT - 12 LBB. CA5T IRON -.._. GQOOVE5 - 1/4' WIL'f - 1/0' DEEP -, STANDARD 8' VALVE SC'"ALE� NOT TO SCALE W Pre 'LGIAR S! M EXIST** ARK46, INSTALL HYDRANT 3FT FROM NOW -OF -WAY LONE OR A6 APr1L7VED DY COMPANY NOT MORE TWAN 3' W/ \V- \V.-V!i I 6' VA,.VL o.,, AN2 L,L i- GROUND LINE VC PLUCa OR 2 In' BRASS OFT D AC 4AW.E JA . CAP ATIONAL STANDARD FIRE »RE,AD COMJECTIONS . a.. +. STREET 'L' IUTH AUTO DRAM /WOOD FOR BRACW3 / TONE AND GRAVEL. 2' BRONZE BODY BALL, VAO,f U -V r -OW I'1F PLATTFf2 BALL AU70"ATIC WEEP 2' VALVE OPERA VAL rT� ANL/ DOVER (SPECIAL Foot (Wc) ;INR£ LOOP i I PAVE -ENT 5TANOA ECAIE, NOT TO ca 6. f�lill A at-"DRANTS MMT BE +R_FSTRAP•eo TO `HE TEE ,u1T1 THE BR w iC"-llofWs OF DUCTILE WDN ENCASED IN POLY WRAF W 1 � a r s i- � Q ROTATE 61taVEL TEE TO :N6TALL, iWE y TI F. M1YT lANT IN rig $TRIP DET6EETr MMMS CURB At,C SIDE F-+-� Q.. W o o 0 o 1 to Q W i I NLJJZ z o Q OLd 6r;� row aN �e3t.ro PLACE LOOSE 6101'fi OR EARTH, 8000% STONE' OR GRA VEL A* SHOW FOR.ORAN 'JELL 'A^w°ED cAAVEL L 6' WJ t>RAN7 BR.AHC>, !� 1-I?'DR4N' 5ETT(NCs 5TANOA ECAIE, NOT TO ca 6. T f�lill I I� C N � 1 O � a r s V 1 � a Q J h � � MMMS � I� i F-+-� Q.. W o o 0 o to Q W i NLJJZ z o Q OLd LL T� w0000 Q 0 � w U W Q' 0 4 Q LLJ - -7 W m Z z �aLK N J ch _I Q CL �u om 0 c� m -- Y r u $ rt� rC N 02 m o d z Q LLLL M W z a c x W� L~ vl Q i/) .-i T CONCRETE NOTES 1. ACI 318, "Building Code Requirements for Reinforce Concrete": comply with applicable provisions except as otherwise indicated. 2. Employ acceptable testing laboratory to perform materials evaluation, testing and desion of concrete mixes. 3. Perform sampling and testing during concrete placement, as follows: - Air content ASTM C 173, one for each set of compressive strength specimens, 6% minimum on all concrete exposed to freezing or thawing. - Compressive strength ASTM C 39. one set of each 50 cu. tds. or fraction thereof each class of concrete; one specimen tested at 7 days, one specimen tested at 28 days, and one retained for later testing if required. When the total quantity of given class of concrete is less that 50 cu. yds. strength tests may be waived by Engineer if field experience indicates evidence of satisfactory strength. Test results will be reported in writing to Engineer. Contractor and Concrete Producer within 24 hours after tests are made. 4. Concrete for pavement, foundation, slobs, walks, patios, and curbs shelf have a 28 day compressive strength of not less than 4,000 psi for floor slabs and 3,500 psi for all other poured concrete. 5. Mix design may be adjusted when material characteristics, job conditions, weather, test results or other circurnstunces warrant. Du not use revised concrete mixes until submitted to and accepted by Engineer. 6. Portland Cement ASTM C 150, Type as required. 7. ASTM C 33, except local aggregates of proven curability may be used when acceptable to Engineer. 8. Water: Drinkable 9. Air -Entraining Admixture: ASTM C 260. 10. Water-Reducinq Admixture: ASTM C 494; type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix designs. 11. Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. 12. Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated. 13, Welded Wire Fabric: ASTM A 185. 14, Job Site Mixing: Use drum type botch machine mixer, mixing not less than 1 1/2 minutes for one cu yd. or small copocity. Increase mixing time at least 15 seconds for each additional cu. yd. or fraction thereof. 15 Ready Mix Concrete: ASTM C 94 16. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position 17. Clean and adjust forms prior to concrete placement. Apply form release agents or wet fornis as required. Retighten forms during concrete pincement if required to eliminate leaks. 18. Satisfactory soil material shall be free of clay, rock or gravel larger than "" in any dimension, debris, waste, frozen material vegetable and other deleterious organic matter. Soil shall consist of nonorganic, low plastic (P1 20) material 19 Sub -base material, shall be naturally or artificially graded rnixtute of sutural or crushed gravel, crushed stone, crushed slag, natural or crushed sand. 20 Barricade open excavations occurring as part of this work and post with warning lights. 21. Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by eorthwork operations. 22. Form concrete such that favorable drainage occurs to storm drains, stairwell drains, and/or parking lots. No drainage should occur towards the foundation of building walls. 23. Minimum concrete cover shall be 3 inches for reinforcing steel in accordance with (ACI 318-83). 24 Welding, including tack welding, of reinforced steel is prohibited. Welding of reinforcing steel will be permitted only by written approval of the engineer. 25. See Architectural and Structural drawings for locations of anchor bolts, chamfers, and other details not shown on the Civil/site drawings. 26. Footings shall bear on undisturbed materiol. Any unsuitable material shall be removed. All footing excavations shall be inspected by an independent soils engineer before concrete is placed 27. Soils exposed in the bases of all satisfactory foundation excavations shall be protected against any detrimental change in conditions such as disturbance, rain or freezing. Surface runoff shall not be allowed to enter the excavation. 28. Provide construction, isolation and control joints as indicated on structural sheets at a maximum grid spacing of 15'-0"- 29. All concrete shall be finished with a light broom finish except for floor slobs which shall have a steel trowel finish 30. The contractor shall provide specifications and manufacturers data for concrete sealer, joint filler, and curing compound far oil floor slabs, to the engineer prior to installation for approval. SANITARY SEWER LATERAL NOTES 1. Sanitary Sewer construction shall conform to Clay West sewer specifications and shall prevail as to materials and methods of construction 2. Sanitary sewer laterals shown were designed with PVC pipe in accordance with ASTM D-3034 (SDR 35) and slope a minimum of 2 feet/100 feet. Y All PVC joints shall be premolded, manufactured and installed in accordance with ASTM C-425-6 OT. 4. Where water lines and sanitary sewer lines run parallel with one another, a minimum of 10 feet horizontal separation shall be maintained. 5 No roof drains, footing drains and/or surface drains may be connected to the sanitary sewer system including temporary connections during construction. 6. Building shall be serviced by a 6" minimum sanitary sewer lateral. The ends shall be plugged and sealed with water tight plastic disc. Wyes are to be titled up 45 degrees from horizontal, with suitable fittings for all changes in direction. 7. Clean outs (see detail sheets C5) shall be provided every 100 lineal feet of lateral and at each bend greater than 45 degrees. S. See detail sheets C6 and C7 for sanitary sewer pians and details ASPHALT PAVEMENT SPECIFICATIONS The paving contractor shall be responsible for the following 1. The area to be paved shall be cleared of all rock, debris, roots and vegetation. An approved soil sterilont shall be utilized to prevent the growth of weeds. 2. All soft, yielding or other unsuitable materials encountered during any phase of subgrode construction shall be removed and replaced with suitable material. The replacement material shall fill the unstable area for the entire depth at the compacted sub rode and meet the subqrad e compaction requirements. The subgrode shall be shaped to the true lines and grade as shown on the plans. 3. The subgrade shall be compacted to 95% laboratory density as determined by AASHTO Method T-99. 4. The subgrode and finish paving shall be tested by on approved testing company for uniform smoothness, density and grade at area locations near where shown on this plan. The contractor shall have the project engineer present for this testing. 5. Slope pavement 0.75% minimum to insure proper surface drainage 6. The hot mix asphalt base may be placed directly on the prepared subgrode in one lift to the required compacted thickness as shown on the plans. 7. The hot mix asphalt base shall be placed in one lift to the true line and grades as shown on the plans. The paving mixture shall be placed and compacted at a temperature between 250 F. (121 C) and 300 F. (149 C.) 8. The paving mixture shall be transported to the job site in clean well -covered trucks with smooth dump beds. The base and surface mixtures are to be placed with self contained, power propelled pavers capable of placing the mix to the required dimensions as shown on the plans. 9. Asphalt grade shall be determined by its ability to satisfactorily coat the aggregate, resist rutting and remain stiff during high temperatures, and and sustain freeze/thow cycles in addition to the considerations of anticipated weather, mixing process and curing rate. 10. See detail sheet C5 for pavement cross-sections. SITE NOTES Site Information was taken from Keeler -Webb Ass., dated June 15, 1999 It is the contractor's responsibility to verify existing site conditions prior to starting work. EROSION CONTROL NOTES i Contractor to verify all existing conditions prior to heginnirnq work 2 All grading/earthmoving work to be done in strict accordance with all State and Local Codes and Requirements. 3 Land alteration which strips the land of vegetation, includina regrading, shall be done in a way that will minimize soil erosion. 4. The duration of time which an area remains exposed shail be kept to a practical minimum The area shall be stabilized as quickly as practical with temporary seeding per amounts shown in note #7 and with erosion control blankets on all slopes and areas shown. 5 Perrnonent and final vegetation or structural erosion control devices shall be installed as soon as final grading is completed for each drainage structure or excavation. 6. Surface water shall be diverted away from the project area wherever possible. As earthwork construction progresses, the contractor shall take care to avoid creating any inadvertent run-off accumulation. At the end of each work day, the contractor shall survey the site and make any necessary earthwork adjustments to insure proper- drainage and avoid potential hazards to adjacent landowners. 7. All permanent slopes shall be seeded with a mixture of mulch (3000 #) 1000 lbs. 12-12-12 fertilizer per acre, and red fescue at the rate of 40 lbs per acre , and 40 lbs. blue grass per acre. from March 1 to May 15 and August 10 to October 15. 8 All sediment control measures shall be installed prior to cleaning and grubbing operations and shall be maintained until permanent ground cover is established. 9 All sediment control measures shall be performed in strict accordance with the plans as approved by Carmel and Ham. Co. Soil & Water. 10. The Contractor shall provide adequate erosion protection n -Measures during construction such as, but not limited to: Siltation basins, Silt traps, Straw bole damns, Soil Cement, Mulch and Seeding, Soil stabilization fabric, and Jute netting. 11. Erosion control blanket by 'American Excelsior Company' (or equal).ual). Anchor all erosion control blankets as required per manufocturer Curlex Products 'Curlex Erosion Control Blanket (48" long) 78 # roll Staples shall be 11 gouge U-shaped, 6" long, and minimum) 1" crown, Drive staples vertically into ground and use (4) staples at ends of roll. For slope installation, staple along length of roll at 6 foot irtervals. For swole liner, staple along length of roll at 4 foot intervals. Another row of staples shall be placed in the center of the blanket alternately spaced form staples at each side of row, 12. Any grades established between May 15 to August 10 shall provide temporary seeding consisting of 40 ins. per acre of annual rye grass. 13. For any seeding that takes place between October 15 to March 1, either rye or wheat may be substituted and spread at 3 bushels per acre. If grains are used they shall be cut at the time of permanent seeding. Cover seed with mulch 1 -- 1 1/2 in. deep. 14. If temporary seeding is established prior to permanent seeding, the mulch may be eliminated except for exposed areas. 2 The contractor shat! be responsible for obtaining or verifying that. �- oil permits and approvals are obtained from the respective city, county, and /or state agencies prior to starting construction. The Plumbing contractor shall consult with the Local Water Company, provide all materials and labor, and pay all costs not borne by the Local Water Company to provide any new water service. The Plumbing contractor shall consult with the Local Gas Company, provide all materials and labor, and pay all costs not borne by the Local Gas Company to provide any new gas service. The Electrical Contractor shall consult with the Local Power Company, provide all materials and iobor, and pay all costs and fees not borne by the Local Power Company to provide any new underground electrical service. The Electrical Contractor shall consult with the Local Telephone Company, and shall provide ail labor and materials required which ore not borne by the Telephone Company to provide any new telephone service. Underground water mein service shall be AWWA 11900 PVC (or approved equal per local water company). The incoming water service shall be installed with a minimum of 54" of cover. All utility service lines shall be constructed in accordance with ail the latest applicable codes and to each utility's and/or city's standards. Use compacted granular fill when utility lines are placed under walks and driveways Soil borings have not been performed at this time. Pavement design s based on an assumed soil bearing pressure of 1500 p s.i. Provide sleeve=. for mechanical wnrk ns required. Notify Engineer at least 1 doy (24 hours) prior to placing any concrete. Areas between curbing, sidewalks, paving and building shall be filled with 4" of topsoil suitable for landscoping. See this sheet for exterior concrete specifications. See sheet C7 for sanitary sewer lateral specifications and requirements. Alf edge of pavement radii are 5 feet unless otherwise noted Contractor to provide "Knox -box" on each building at a location reviewed and approved by Carmel Fire Department. IF X IS [_FSS THAN 4' THEN 1HE SLOPE OF THE FLARED SIDE SHALL N'OI EXCEED 1:12 11111ri NQN1 .- I 1. Existinq topoqraphy taken from Keeler -Webb Assoc., dated June 15, 1999, 2. Contractor to verify all existing conditions prior to beginning work. 3. All groding/earthmoving work to be done in strict accordance with all State and Local Codes and Requirements. 4, Land a!teration which strips the land of vegetation, including regrading, shall be done in a way that will minimize soil erosion. S. Prior to any other construction, a stabilized construction entrance shall be constructed at each point of entry to or exit from the site along Adams Street at the proposed entrance. 6. The duration of time which an area remains exposed shall be kept to a practical rninimum The area shall be stabilized as quickly as practical with temporary seeding per amounts shown on sheet C4. 7. See sheet C4 for erosion control notes and pIon. 3 Prior to construction of any permanent structures, all topsoil and organic matter, frozen, wet soft, loose, or undesirable soil shall be removed. Topsoil shall be removed to a minimum depth of six inches (6") or as necessary to remove organic matter in the areas to be occupied by roads, walks and designated building areas. 9. Topsoil shall be separated from suitable fill materials and shall not be used as fill under any construction areas or future expansion areas. 10. Storm sewer structures shall comply with current specification of the city, county and all agencies in respect to design and quality of construction. Granular bockfill shall be required under all pavement areas and within 5 feet of the edge of pavement areas. 11. Precast concrete and steel for manholes and inlets shall be in accordance with ASTM C-478. 12 Trenches shall be opened sufficiently ahead of pipe laying to reveal obstructions, and shall be properly protected and/or barricaded when left. 13. Trenches shall be sheeted and graded as necessary to protect workmen and adjacent structures. All trenching shall be done in accordance with O.S.H.A standards to protect workmen. 14 The subgrode shall be proofrolled with suitable equipment and all spongy and otherwise unsuitable material shall be removed and replaced with suitable material. 15. All filled places under proposed storm and sonitary sewer lines and/or paved areas shall be compacted to 90% of maximum density as determined by Modified AASHTO 1-180 Compact Test or 95% of maximum density as determined by the Standard Proctor Test AASHTO T-94. 16. Extra strength Reinforced Concrete Pipe to be placed under paved areas and a minimum cover of 24" shall be maintained. 17. Storm water sediment traps shall be cleaned when they become half filled with sediment and after permanent ground cover has been established. 18. The above property does not lie within a known flood plain (Zone C) per FEMA Flood Insurance Rate Mop, Panel No. 180081-0008-C, effective date May 19, 1981, 19. All proposed qrades shown are top of pavement or grade unless otherwise noted FLARED SIDE GENERAL NOTES 1. The contractor shall be responsible for obtaining all necessary permits for oil portions of this project prior to starting construction. 2. Sanitory sewers stroll also conform to standords set by 1.D.E.M. and the indiona State Board of Health. 3. All sanitary laterals shall be marked for easy identification. 4. All water / sewer fine crossings and separations shall be in accordance with the Ten States Standards and local codes. 5. Where water and sewer lines do cross and the water line cannot be placed above the sewer line a minimum of 18" of cover shall be provided. 48" of the sewer line shall be con- structed of waterworks grade cost iron pipe with mechanical joints. 6. Where water lines and sewer lines run parallel with one another, a minimum of 10 feet of horizontalseparation shall be maintained 7 No roof drains, footing drains, and/or surface water drains may be connected to the sanitary sewer system including temporary connections during construction. 8. Buildings shall be serviced by a 6minimum sanitary ry sew r lateral. the sewer laterals termination shall be indicated on the surface with a metal fence post set directly above said termination point. The ends shall be pulled and sealed with a water tight clay or plastic disc. Wyes are to be tilted up 45 degrees from horizontal, with suitable fittings for all changes in direction. RCP SEWER NOTES 1 All reinforced concrete pipe shall be class Ill, N, or V in accordance with ASTM - C -76. Wall thickness shall be 'B' or 'C' dependont on site conditions. 2 Contractor shall install reinforced low-heod pressure pipe in accordance with ASTM C-361 for gravity sewer construction. 3. The aggregate for concrete pipe shalt conform to ASTM C-33. Steel reinforcement shall comply with the requirements set out in table ASTM C-76 Reinforcement shall extend full into bell or spigot ends. 4. No lift holes shall be permitted. 5. The date of manufacture, class of pipe, specification designation, size of pipe, name or trademark of manufacturer, and identification of plant/location shall be legibly morked on the outside of eoch pipe section in accordance with ASTM STORM SEWER JOINTS 1. Flexible gasketed joints shall be compression type so that when assembled, the gasket inside the bell will be compressed radially on the pipe spigot to form a watertight seal. the assembly of joints shall be in accordance with the pipe manufacturers recommendations and ASTM C-361. The gaskets sealing the Joint shall be made of rubber of special composition having a texture to assure a watertight and permanent seal and shall be the product of a manufacturer having at least (5) years experience in the manufacture of rubber gaskets for pipe joints. The gasket shall be a continuous ring of flexible joint rubber of a composition and texture which is resistant to common ingredients of sewage, industrial wastes and groundwater, and which will endure permanently under the conditions likely to be imposed by this service. the gasket shall conform to ASTM C-443. 2 Lateral connections shall be n rubber connector with n stainless steel clomp 'kor-n-teal' or equal. 3. Only smooth exterior pipe shall be used at manhole connections. ADA RAMP Df T,4 tL 1116 W � f �rl�ll Mei Imo► � °' 1 d MX F� q+ iceCN + o F- 0> •�, I cD W < � w7 W 0 O Q J _ W W W CC N 0 t - UN UJ Ci ZZ _ Z 7- = Z U Q vi W (� -) N QQ�v C5 C aC 0 CC x r - r~ �z '� cc C~ i CZ w � `YYV F 8 :10 s Cd CZ n i� o O 'd' a-ez Z a A �Z a W O� U Z x W r~ z Z rte W W U L� LL U W t� :)ATE - _ ? 4._,�U �Fv DRAWN 8Y: ALD/ -AW :,NECKED H"'. ALD C9 i Ill 0 2 ,11 .xt. .3. L �, -- �-- --• - ^ , �.-� �-- � C. mss---' I t 516 P1A'' BEDED 2(o1J NDED :)OUN I=RO''' C IER=�'�� , NOS -O EX*END O SER '8" SROM 5R4E`o "OuN-ED TO BRICK F ',C D (51GN 5N4-_ NOt RROJECT PRO'` GRE4TER `---,N I -- 3 1/2" LE`YER5 / `N .R- iE COLOR 2'_6" x 3'-&" 5i6iN COLOR Wi-417E TO i- LTCti Su!L.D iNC,- C�RA'lcD CC_ R cCK =� �Ii� ' �-!���•. +fir Aam U -�-GU' "EFONE ,-E-'DEER 4 <Pl`70NE �---- �R!CK tC MTC BuI�D'NC fi } 5C4LE: V2' = -0' ELE\/,4TION SG,4-1 E- 3!8' a V -m' ENTRY CRATE DETAIL 4 i -------- --------- -5 I, I 1 -1 ARKPLAC � I # Y-- - - _ ._ - - - -' CENTRE- - _ -_---rte ---r- `� ---- SMOOTH CUT Ll'-EFONE All 7-0 FL1,N .VIEW a".`L=: -- = ' -G' r IIIIIIII xxxx �, Illli --99- t O (V iv r I Ile � x Ij � I1II I !i 1 ' 0. W � o O pe) 516 P1A'' BEDED 2(o1J NDED :)OUN I=RO''' C IER=�'�� , NOS -O EX*END O SER '8" SROM 5R4E`o "OuN-ED TO BRICK F ',C D (51GN 5N4-_ NOt RROJECT PRO'` GRE4TER `---,N I -- 3 1/2" LE`YER5 / `N .R- iE COLOR 2'_6" x 3'-&" 5i6iN COLOR Wi-417E TO i- LTCti Su!L.D iNC,- C�RA'lcD CC_ R cCK =� �Ii� ' �-!���•. +fir Aam U -�-GU' "EFONE ,-E-'DEER 4 <Pl`70NE �---- �R!CK tC MTC BuI�D'NC fi } 5C4LE: V2' = -0' ELE\/,4TION SG,4-1 E- 3!8' a V -m' ENTRY CRATE DETAIL 4 i -------- --------- -5 I, I 1 -1 ARKPLAC � I # Y-- - - _ ._ - - - -' CENTRE- - _ -_---rte ---r- `� ---- SMOOTH CUT Ll'-EFONE All 7-0 FL1,N .VIEW a".`L=: -- = ' -G' r IIIIIIII W �, Illli --99- G O (V iv r �n � x �a w 0. W � o O pe) � O • � cD � r � Li Q W ^ Q W �o- V o N W Z Wo - W -� O Z Q J of W ow a LJ o j V U cu Li U NM O W Qk A W W ZZ -. Z ^' 2 Z a UQ� N J cyJ N� th O O O oO � v V v.. a, O ® y CQ C\? U � O a d z d ¢z a a O � u z" All a w Ww acl) d A V d P-Av NC 9906-0`;9 DATE --99- REV -0 99 9-09-99 DAA" aY: PAW CHECKED BY. At,D SHEET L2---- A FINAL SECONDARY 'F'1EF--__-`LArT_ 0� LOT 2, E==3LOCK2 �,�r,lll'ir���� -. ���.L L�� IC 1�1 TECH-NOL001Y FA` -Iv d��l N,w. CORNER E. 1/2 N.E. 1/4 SEC 35--T18N-R3E N 8840'34" E - 1327.- , CORNER 11. - i/4 - +,.E. CORNER N.W. 1/4 36-T18N-R3E SEC 36-118N-R3E _ N 8842'00"_E -2622.55' All public right of ways (public streets) shown hereon and not heretofore aedicated are hereby dedicated to the public for use as a public street. 1. EASEMENTS FOR DRAINAGE AND UTILITIES: The lot is rsubject to drainage easements and utility easements either separately or in combination, as shown on the plat, which are reserved for the use of public/private utility companies and governmental agencies as follows: A. DRAINAGE EASEMENTS (D.E. and R.D.E.) are created to provide paths and courses for area and local storm drainage, either overland or in underground eanduit,to serve the needs of the subdivision and adjoining ground and/or public drainage system; and it shall be the individual responsibility of the :at owner to maintain the drainage across his own lot. Under no circumstances shall said easement be 'blocked in any manner by the construction or reconstruction of any improvement, nor shall any grading restrict the water flow in any manner. Said areas are subject to construction or reconstruction to any extent necessary to obtain adequate drainage at any time by any governmental authority having jurisdiction over drainage of the subdivision. B. UTILITY EASEMENTS (U.E.) are created for the use of public utility companies, not including transportation companies, for the installation of pipes, mains, ducts, and cables. C. The owner in this addition shall take title subject to the rights of public/private utilities and governmental agencies to said easements herein granted for ingress and egress in, along and through the strips of ground for the purposes herein stated. The undersIgnea, Park Place Centre, LLC by Frank C. Cosmas, its president, being the owner of record of the real estate shown and described hereon, o i does hereby certify that by the recordation of this instrument, said 'r' I IROr-1 Ptr; real estate is hereby laid off, platted and subdivided in accordance 06 ARBORS OF CARMEL LIMITED PARTNERSHIP / with the within plat. BL CK 1 IrtZON 95-41446 This subdivision shall be known and designated as LOT 2, BLOCK 2 of CARMEL ZON D M-3 SCIENCE AND TECHNOLOGY PARK. I zI c p 37.64' O i �'�' �.. Frank C. Cosmas for Park Place Centre, LLC z_ ARBORS OF CARMEL LIMITED PARTNERSHIP BL CK t I X93 -_ INSTR. 95-41446 I 2 / r ZON D M-3 // i Vs. .� U''�, S j ^ C SCAPIN ` K REAR YARD S N ' PHASE III > E' 4ok--- / 1 12 ��►. L F `.�•OI�O STORY �� f '� --L J 1` I it (, ELECTRIC. ESMT. X29/ t SOS 9,63g $Ch_ BLRLD ASnNjjy I ( J , , j TT7 X. INSTR.#89-2604 / / �- �� �E a \ r� I �.� Co PHASE 111 �, A PHASE I 1 o m 23' , r 1 IRON P!N rORYMA 9.636for r - , W. 0 �\-� e6 PHASE I ..`- oICFBU- ORLAfAc Mty --o , $ fl sa. i + a LOT m BLOCK S' ��'y , 2 -..."' _6 - 7 00 ACRES C V' s _ --- \ ^ ' ✓ 1Cv�`` MAr BoxEs O"N_D M-3 EDGE OF PHASE f . -< O -- O�`Y,, =a �. `, ' Z EDGE OF PHASE ! C i' 3 • t � 1 G %�• a�'- `` . �; PHASE IICn o� . fr71L17 } N a. \, O 90'00 oo" w 135.09�� l 1; ( PHASE III �` z 1 r i 1 UNIT'A o o f- j a O V / TWO STORY MASONRY ,' j' �� a r n \ 17 '' ti p, A� OFFICR BUILDING 9*e �• I` 2 \ f ( I 20' U. .E. ip q ,204 gc. 14, v p. f r� �� _ _ w O BLOCK 4 4 i t -'r ;Q ZONED M-3��' 9!9��fi____jRY ✓ \ \ \ 1z fl y�r 6Al \ \a' G• ALJ s9 jBUII DSONR J' \ n \� PSE Iv \ v� 4 OUT -_ `- w PHASE I ' _. l U A- t_ • f I f I O z ! I N ��R�� ���;N PIN C, :,�• 1 j f�� v O \ NG r r C U R V'F 4 f \ .� ,Z , SCE B MASONR tr1 \ �J ,� �`" fl� 01 _ _ ---- ----- - - - - - - \ o 204 sa f•. �I�I NC Y 1 U C7 O �, C ♦ p \ MT _� S? Y 6pY o2EBu�12, y4 Q,N ���-�, \ / / J '/�-' ` ' � r/ ,-'�, -.-._---•--•-- -.- r - _ - - - -- ,..� � �'�Oq A �� N n IRO PIN 4 z 110 IRON PfN- SETgq z3' • 'ROrI r•c'%/�,i fil~.tI-A-STAF~s LIFE INSURANCE COMPANY _ \- - - - i/ BLOCK 7 �, ZONED M-3 � - U VE IN --... C14i _ R LINE TABLE LINELENG=TH RADIUS I BEARING LIJ 22,46 S05'2246'W 58.K,,. UNIT 'A-1' TWO STORY MASONRY OFFICE BUILDING 7.?,74 5q, r{ y 6l, 6 CONDO UNITS 6,047.8 sq. ft. (NET) CURVE LINE DELTA RADIUS I LENGTH TANGENT CHORD CHORD BEARING #1 5T 15'00' i 1005.00' 1004.20 54851' 962.94' 5 52'45'00" E #1 OUT 45.06'10• 1040.00 013.68' 031.88' 797.71' S 58.49.25` E #3 65'07'22" 375.00' 411-6.23' 239.47' 403.65' N 68.50'01 " W #4 (i 44'27'30' 385.00' 298.74' 157.34' 291.30' S 80'06'15" W #4 OUT 31'43'42' 42000' 232.58' 119.36' 22962' S 85'31'51" W 06 20'50'00- 895.00' 32-143- 16453' 323.64' N 80.50'00' W #6 IN 20'50'00 860 00' I 312.71' 158.10' 310.99 N 80'50'00' W L1 C4 CC w 22.97' N 89'30'00' E L2 15 S 89-30'00" w A 90'00.00- 25 00' 1 1-- 39 27' 24.98' 35 36' N 69'07'30" W A- 1 B 90'00'06" 12'08'52" 15.00 104000' 39.27 220.50' 20.98' 110.67' 35.38' 220.09' N 69'07'30` W S 30'11'34" E B- i 1 2'01'22' ( 1050 00' 220 33' 1 0 'TP 219:93' S 30'08'1 1' E C 22.43'48' 426.J0' y3.32' 46.85' 93.12' IW 72' 14 4" E RON PIN _ f rs 89-30'CO" E GRAPHIC SCALE l 0 30 b 110 W I inch 40 It 1 DUNCAN HOLDINGS, LLC. LOT1, BLOCK 2 INSTR.# 97- 27945 ZONED M-3 11 { 11111 w ►�IIII� ?-0e-ee REV v I at. v � x v �n � x ALP Q J LL M � w d w sHr� 1 of 1 W p1 v o 1 0 •a � W U � Q W i az a, MaQ i "w z Li _J Q �w w a Cr rrO�� IJ UJ (D Cr N V N F- C) 0 Nt3 oz w Z Z _ZL_ =Z . cc U Q N J J N3 MM d a :: v` 0 • � ra C4 CC w 15 Q V o [� a CQC\2 n x m c� 0 'TP a � z xz 0. a O � U z" � �Wv 1 � n � W W Q �Wr F�j n co Q W 2 24 "Rol. No. 99 06 - 0r✓- 8 oArE ?-0e-ee REV REV. DRAWN ti,.. ALP c�ecx�o ar A1n sHr� 1 of 1