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HomeMy WebLinkAbout07010178.2i ? i REVISION RECORD REV DATE DESCRIPTION DES BY APP - OLD TOWNE VILLIAGE ( PAVING NOTE (Instrument Number 9709749345) ALL PAVING WITHIN THE STING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF 1b (Plat Cabinet 2, Slide 49) ENGINEERING. CONTRACTOR�SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO O� FLAIR NORTH , SECTION ONE REVIEW THE DEPARTMENT'S' CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN t 10 O N i STAGES OF THE WORK ANQ TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS R RELATES TO WORK WITHIN THE EXISTING AND = I N O .-I PROPOSED CITY RIGHT -OF - }•WAY. r- ! I `- O 0, (Plat Book 2, page 277) `, i �• i I + I I N N' I L0� �o� 2 E TAC Docket Number. 05010009 TAC y STREETSCAPE NOTE I i DPI ADLS Docket Number. 04070036 DP / ADLS PUD Rezone Docket Number. 04070035 Z \\ I STREET IMPROVEMENTS WITHIN MAIN STREET R/W & TO FACE OF BUILDING TO BE COMPLETED BY THE CITY ,� ':,± 1 , R-4 1 PUD Ordinance Number- Z -462 -04 �� 20 i OF CARMEL ALL OTHER IMPROVEMENTS TO BE INSTALLED BY THE DEVELOPER. CONTRACTOR IS TO i t POWER POLES TO BE „y �I PROTECT ANY EXISTING STREETSCAPE IMPROVEMENTS AND TO REPAIR/RESTORE THEM TO THE SATISFACTION / REMOVED OR RELOCATED Lot 22 CII� � I OF THE CITY OF CARMEL IF DAMAGED BY CONSTRUCTION ACTIVITY (SITE & BUILDING CONSTRUCTION). /! /� _91_....98' - - - - - -. -_--- ! - -- - -- -60.01 -- -- ._ _-l_ -__ - 60.01 .___ -- - - - - -'• \ I _.�- R-4 -P I CONSTRUCTION LIMITS \ BAs, - - - - - -- - `(n_ v.• ` '." r r ^F-`�� .! J /' �w', Y - ,� !•"\ 1 �/ i, Jt-r/ �� , �r< t�� !1 ` � -- 77/,/ r: i :% NORTH 423 - . 4 r : ' © 15.7 6.8 16.5 r- © I 30 0 15 30 � I i r K Q~ �1�+ Q� • .- Q�y N lJ��y j /� /` %' I I I I d C�1 ul ALDEN WAY I I I �?0. ire o �� f (PRIVATE) , I 1 I I I I ; /, l I I I N / I I a �` I IN FEET BLDG. #13 I © BLDG. #15 I i ( ) l I 25.2 1 inch :: 30 ft. a ---- - - - - -- 26.4 ---- - - - - -- 10.0 _ I I 24' TYP. N i I i i ; BLDG. #$ i j 1,4 fiji�r; i/% l l Tit I "HOLEY MOLEY" l I , I I I I I I %�i' /,/ / //i '•' t0 4 I) SEZ BLDG. #7 37.7 , I 0 © N ° °,° © BLDG_ #14 4 �I j "DON'T "ITS ,- / < LAW E • ---- - - - - -- --- - - - - -- ? °' y= ~' E r `. Q• l I ( Q... , ' �// //' / F.�° • 3. :' < L ^ ° °: ➢.° 4 r -. : ° r A . 20 DIG BLIND c '.J Z _ _..� r ` a h f 1 �s, �h (' 22.7 i / /,/ f ; / /i /; g' 27.4' G d 1.2 V.) X29.8 ° : C4 S �'•.'4 d G . C. C 4 4 4 G a �°` �h ELWOOD AVE. �Q � i ': cNi� 4 20' Ktr+ 6. ' (PRIVATE) Y , 4i '(f�. , 1 / ' ';: , % �/ Fs. i d 4 I 3 I E R� QD' - -�-- -- `� s 4c 19.6 e f - 20' TYP. C `s R2 5i;' 20 TYP_ I / a 22' 9 4 N j INDIANA UNDERGROUND PROTECTION SERVICE INC. • r�r t Q C © !!/ % / i! - 1.2 I a ----- - - - - -- G G K = ; e.a a 2 C I CALL TWO WORKING DAYS BEFORE YOU DIG 2 7.s' q' t BLDG. #12 E :Izn I o N ' i 1-800 -382 -5544 BLDG. #6 ° ^ zZ I I 10.0' w �'� % % BLDG #18 ?Q 1.2 -If d- �r N ( i I CALL TOLL FREE t ,- Y 10.0' j � - 7.2 � �, �fj %�i "'l /� �. - -- „ ,. -- -� q - - BLDG. #16 :e� I °D o I I � 1 -800- 428 -5200 ! FOR CALLS OUTSIDE OF INDIANA f , C' •'d l K 4 TYP. O I I i •; ; ,; i. �: j/ �, ' a - - - - -- ---- - - - - -- 1 12.2. E 12.1' A BLDG. #11_ 'ii %/ ;/ '" ----------- ° ----------- I PLAN NOTES: Do • v ° 4 " 4 . c • <: '. J TYP. to I I ➢ , ,/ ' - - (~l� i - -_ -- ` -� - - -- - i i 4➢ BLDG #9 � G � d � I i ---- - - - - -- 17.3' 'o�''`.' %i '' /i;' Z �� i (- i -j Q ASPHALT PAVEMENT - /r '--� 22.1 ---- - - -_ -- a BLDG #17 28.0' UW z: I i (._..I ; I 08 6" CHAIRBACK CURB W/ UNDERDRAiN - _ L I 24' 65.2 ----- - - - - -- A - - -'-10.8' � / Wa E I LANDSCAPE AREA � '`l •�' 4. a : ° I p _ I D INTEGRAL WALK AND CURB BLDG. #5 r K / ;/; J I r ,/, , � , / , c> U_ ! 11.7 v d CONCRETE SIDEWALK 1 9, O ' j �F ADA RAMP y I •s. �Q /;1YP J F ,Q 28.0' I �- - - -_�1_ U I �G ORNAMENTAL LIGHT TYP..c°v 30.5' o 44)0 // S� % f ,f�,' . 17.9' Rs. ��• 77.0' by 29.4' d I� j L_I 0 DEPRESSED CURB Z 'Q! J TYP. 'P h 38.4 �� N /:: % �- '�• i� i » !�� s A �• �s+ M ��' w -'. H `� NORDYKE AVE_ m L I I- Q 4 WHITE THERMOPLASTIC LINE K �� NEUMAN WAY oI h �P �• '� ;, = "r, / 1 .3 30 (? (PRIVATE) N N i Z �y RA , (PRIVATE} �y M R �`1 ��• �S, CAL EN BLVD. p: 1421 ' /' /''% f.' ,, 7 �,• c`� p�. i QK 6" STRAIGHT CONCRETE CURB 2.9 Sf PRIVATE ` i % ,; %/: ' '/ Q` 89.1 K Q m w Q` 43.9 �'- N (PRIVATE) /. , ", ,, h - l ■■■■■■ some R2' r n / /., f ; 1i1 w I R1.5 ■ F ;.o��i/r)�lee A w �w �� z I i �• PROPERTY BOUNDARY , M, ' I ,: I w0� i I// //, l %•' ¢ d ,�y : 49.3' ; 1r,r /iq, �,�` TAM �, j /, PAVEMENT WITHIN R/W W a t, / "? Q� K B Z am � y q B �' TEMP. ENTRANCE 'l R' `�''I = v p / (SEE DETAIL SHEET C10.0) IF ROUNDABOUT w J .r � a �-_ . � ,� : `' ' / %' -'. .S. � -- i � r DASHED LINE INDICATES UMR'a" w a' _` ( d ° a ^ _ < • -� f/ / / " 4.8' ° _ I ? c Z J W 1 i I j ■� e� ■� ■� OF IMPROMENilS DESIGNED & INSTALLED v. e w a } IS NOT COMPLETE -� - -= a a ;4.' 'R 1N . -- - - - - - -- - - - - - -- LLi w o o i BY THE CITY OF CAMEL a'. z Q o } „ J TYP. G:: � I I I I I 'ti? 4 /i i i, '. , I ; v=i i i SWIIJ.ER DASHED UNE INDICATES UMTTS � v ' I IMPROVEMENTS DESIG ED BY C�►RMEL ��i I ) I l I °.: B ',, %. TEMP. ENTR CE IF MAIM I QC © I I ; ¢ w ¢ z 2 i I ■om■■s■■■mosseo■■OF I1IPRONEMENTS DESIGNED 81t CARlAEL %i %,!/ // I I I t IMPROV&ENTS DES�GNE f / 'B -.'r STREET IMPRdVEMENTS I I a m o ¢ �. w I , I AND INSTALLED BY DEVELOPER I - E %, // " I BLDG_ #1 I ! ; INSTALLED BY THE DEVELOPER BY CARMEL AND t �) 4 a , / , o o 6' a .. 4` % `:;! ` GA I i i BLDG. # M I a: "4 ,�� �,' 'p�3,� 'i, 4 ARE NOT COMPLETE BLDG. #2 I I , cn o I B DG. #41 I �4 :G _�; I I I INSTALLED BY DEVELOPER ' _ -- __ -- ' ' a ► 8.5'� 4 I PRA- CQNSTRUCTION MEETING D U Q t 4 i ., ?.� -., .�C ��: -a .: < . 4. - .�4:�- � CONTRACTOR & DEVELOPER TO REQUEST A MEETING CO R Q TO DO FINAL d J- r'•�'4 //. -I .4 ... ,.c ... _.e. °.t.� ... ....,.': a .. a ..... , , . .. ;. 4. .. , 4. . , .. _ a ... 4. : , ; , , ..,. ; , . _ , ...4 • pt ° a �: REQUIREMENTS BETWEEN E AND CONSTRUCTION R ' RD TION 0 INTERFACE C . -- � � .. CC/. - �.f:�j �. 4 .°, 4 <, C C 1?�. C.. • -•4, :..9. .. -4. -'o. d.. d G 'd- E 'a. d. /�/� 6 Y / - / �. .., r➢ . - ..:. .:.- ... ::... q .: •: iQ:4 <.:•' °. °'.: � °.'.; .. e. VV �� Q ° 4 .. 4 4 .. i . .. c . -.e. <,... p.. i c. - / ';i i / ' PROPOSED DEVELOPM THE ENT. ROAD PROJECT AND THE ENT l'. :. .4 ... a .. E, : 4. .. _. 4. .: _ d.. G. 'd .. "` a. ' d ..., .: /,d( / . a--t- , d / . / . / r <. t*�- : tee- .. --�r.. d --- e- °---t. 4 --,••- ---r -- `.=" -� <- ' <. . -. e t E. .. t- .,. ., 1. 4. ., C .. .:. c. _. . 6. ;• , / r � a _. a : a o e : a f.� a. a :'' /` P a G. a. .4- ➢ a : -. a b C e -r. _�, 4-. '.. _�Q' .. .. "'C-".a. r, . _C .. ., � � _. ��:- ••a•. -i -__.rte -� Z� ..�.�. : 4 . . /; .C. - d "c:- ' -0. �ti� 4� i .. a- t. - . ° 4- .. a .. .. ... .. .. ... .. ... .. .+ --•-- - .. i r i f . - a-�. -' - ?--�- .� --r-+: dam-.: ..�- .:_�.r._ 1:-� ;.. _. POWER POLE d j - < - - " - - - - - - - RELOCATE6- < - ---- - , I -` - - - - - _ STR� IiuiPRaVEM FRS WITHI MNN ET RLYV TO FACE F - REET IM ENTS WITHIN MAIN STREET R/W & TO FACE OF FUTURE ROUNDABOUT - - - ii - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BTALDI0 TO EI COMPLETED BY THE CiTY OF CARMEL j BUILDING TO BE COMPLETED BY THE CITY OF CARAFE '� ALL OTHER IMPROVEMENTS BY DEVELOPER r ! 666 2BER IMPR2&MELU BY DEVELOPER _ EXISTING DRIVEWAY CONSTRUCTION LIMITS EXISTING - f �: DRIVEWAYS U ner'eie ,t(3e�Mq K r -- - COT' 'i @te - Ci(j:'4'Jviit- v R-2 ,, = I� PAVEMENT WITHIN MAIN STREET RIGWT -OF -WAY SITE LAYOUT NOTES AS REQUIRED TO PROVIDE ADEQUATE ACCESS s� Z i Tract 1: B-3 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT 'i PAVING POLICY I m A part of the East Half of the Northeast Quarter of Section 25, Township 18 North, Range 3 East, described as follows: STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR f Beginning 69 rods 4 feet 6 inches West of the Southeast corner of said Quarter section, run thence North 18 rods 7 feet, thence West 10 rods, thence South 18 rods 7 feet, thence East 10 rods LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. f C I REFER TO SHEET C11.0 FOR CITY OF ;� U) to the place of beginning, the some being located in the Town (now City) of Carmel, Hamilton County, Indiana, containing 1.15 acres, more or less. " i m CARAFE PAVING POLICY 2. ALL PARKING STRIPES ARE TO BE 4 PAINTED WHITE. UNLESS OTHERWISE I I Tract 2: NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS. I Part of the East Half of the Northeast Quarter of Section Twenty -five (25). Township Eighteen (18) North, Range Three (3) East, described as follows: NOTE: 3. ALL DIMENSIONS ARE TO EDGE OR PAVEMENT OR FACE OF CURB, WHERE � Begin 51 rods and 14 feet West of the Southeast corner of said Quarter Section and run North 18 rods and 7 feet, thence West 15 rods and 10 feet, thence South 18 rods and 7 feet, thence APPLICABLE. REFER LA ARCHITECTURAL PLANS FOR East 15 rods and 10 feet to the place of beginning, in Hamilton County, Indiana, containing 1.80 acres, more or less. SIGN PLAN, DETAILS AND ELEVATIONS. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, Tract 3• WHERE APPLICABLE. GENERAL NOTES: A part of the southwest Quarter of the Northeast Quarter of Section Twenty -five (25), Township Eighteen (18) North, Range Three (3) East, described as follows: NOTE: 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE 1. ALL RADII DIMENSIONS ARE MEASURED TO BACK OF CURB REFER TO ARCHITECTURAL PLANS FOR Begin at the Southeast comer of the Southwest Quarter of the Northeast Quarter of said Section 25, and run thence North on the East line of said Quarter Quarter Section 307 feet, thence West FIELD PRiOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS. parallel with the South line of said Quarter Quarter Section 212.83 feet, thence South parallel with said East line, 307 feet to the South line of said Quarter Quarter Section, thence East on said RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE 2. SEE DETAIL SHEETS FOR PAVEMENT SECTION. South line 212.83 feet to the place of beginning, containing 1.50 acres, more or less. ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN 3. FOR GRADING PLAN, SEE SHEET C300 EXCEPT therefrom those parts conveyed to the City of Carmel, Indiana, by an instrument titled 'Dedication & Deed of Public Right -of- Way" recorded April 18, 2005 as Instrument No. THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR 4. FOR UTILITIES SEE SHEET C400. 200500022613 in the Office of the Recorder of Hamilton County, Indiana, to -wit: SHALL CONTACT THE ENGINEER IMMEDIATELY. 5. FOR CONSTRUCTION DETAILS, SEE SHEET D100. 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS 6. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD DEDICATION OF RIGHT -OF -WAY FOR MAIN STREET: AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING LOCATIONS. DEVELOPMENT SUMMARY A part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second Principal Meridian, in Clay Township, Hamilton County, Indiana, more particularly described as follows: PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE 7. ENDS OF ALL CURBS TO BE CHAMFERED. Commencing at the southeast corner of said quarter section; thence South 89 degrees 50 minutes 08 seconds West (assumed bearing per survey by Weihe Engineers, Inc. Job No. W040314 dated DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY 8. SEE RECORD SURVEYS FOR EXACT INFORMATION REGARDING SiTE AREA (AFTER RIW DEDICATIONS AND VACATIONS) May 18, 2004) along the south line of sold quarter section 856.74 feet (per Weihe survey) to the southeast cornea of a tract of land described in Instrument No. 9110652 (TRACT "A") in the SEALED WiTH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW BOUNDARY, EASEMENTS AND RIGHT -OF -WAY. Recorder's Office of said Hamilton County and the POINT OF BEGINNING of this description; thence continuing South 89 degrees 50 minutes 08 seconds West along said south line 665.33 feet to ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 9. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, DOOR WEST PARCEL = 2.35 +/- ACRES the southwest corner of a tract of land described in DR 176, page 220 (Tract 'B") in said Recorder's Office; thence parallel with the west line of said half- quarter section North 00 degrees 47 7. ALL EXCAVATED AREAS TO BE SODDED AND OR SODDED AFTER FINISH LOCATIONS, SIDEWALK CONSTRUCTION, GATE TYPES AND EAST PARCEL =1.42 +/- ACRES minutes 02 seconds East along the west line of said TRACT "B 35.00 feet; thence parallel with said south line North 89 degrees 50 minutes 08 seconds East 135.7 feet to a point on a GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED /SEEDED AREAS SPECIFICATIONS AND FIREWALL LOCATIONS AND MEASUREMENTS. TOTAL SITE ACREAGE = 3.77 +/- ACMES non- tangent curve having a radius of 70.00 feet, the radius point of which bears South 60 degrees 09 minutes 52 seconds East; thence northeasterly, easterly, and southeasterly along said curve SHALL HAVE A MINIMUM OF 4 OF TOPSOIL HOLD SOIL DOWN 1 FROM 10. ALL PARKING STRIPES TO BE 4 PAINTED WHITE, UNLESS TOTAL BUILDINGS = 18 an arc distance of 146.61 feet to point bearing North 59 degrees 50 minutes 08 seconds East from the radius point; thence parallel with the south line of said quarter section North 89 degrees PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE OTHERWISE NOTED. TOTAL UNITS = 77 50 minutes 08 seconds East 408.31 feet to the east line of said TRACT "A "; thence South 00 degrees 47 minutes 02 seconds West along said east line 35.00 feet to the point of beginning, GRASS SEED HAS BEEN PLANTED. 11. DIMENSIONS SHOWN ARE FEET AND DECIMAL PARTS THEREOF. containing 0.604 acre, more or less. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS 12• ALL SITE IMPROVEMENTS SHALL MEET CURRENT ADA STANDARDS. PROPOSED DENSITY = 77/3.77 = 20.4 +/- UNITS /ACRE WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE 13. REFER TO ARCHITECTURAL PLANS FOR DETAILS AND EXACT SUBJECT PARCEL ZONING = PUD (04070035 Z) AND: LOCATIONS OF WALK -IN DOORS. DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING PARKING CALCULATIONS CONSTRUCTION. AFTER CONSTRUCTION WORK IS COMPLETE. 14• ALL RIGHT -OF -WAY IMPROVEMENTS WITHIN MAIN STREET (131st DEDICATION FOR REVISED 3rd AVENUE NORTHWEST BETWEEN MAIN STREET AND 1st STREET: GARAGE PARKING PROVIDED =154 Range 3 East of the Second Principal Meridian, in Clay Township, Hamilton County, Indiana, more particularly described as follows; STREET) TO THE FACE OF BUILDING TO BE CONSTRUCTED BY Apart of the Northeast Quarter of Section 25, Township 18 North, g p y p, ty p riY 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY THE CARMEL DEVELOPMENT COMMISSION. ALL OTHER ON -SITE SURFACE PARKING PROVIDED = 21 Commencing at the southeast comer of said quarter section; thence South 89 degrees 50 minutes 08 seconds West (assumed bearing per survey by Weihe Engineers, Inc. Job No. W040314 dated BACKFILLED WITH GRANULAR BACKFILL WITHIN CITY RIGHT -OF -WAY. ALL RIGHT -OF -WAY IMPROVEMENTS WITHIN 3rd AVENUE NW AND 3rd AVENUE NW PARKING PROVIDED =12 May 18, 2004) along the south line of said quarter section 1067.00 feet to the POINT OF BEGINNING of this description; thence continuing South 89 degrees 50 minutes 08 seconds West along CITY STANDARDS SHALL APPLY. 1st STREET NW SHALL BE INSTALLED BY THE DEVELOPER. NORTH SIDE OF MAiN STREET PARKING PROVIDED =18 said south line 44.00 feet; thence North 00 degrees 47 minutes 02 seconds East 81.61 feet; thence North 12 degrees 27 minutes 46 seconds West 180.72 feet; thence North 00 degrees 47 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 15. ALL ROADWAYS, EXCEPT 3RD AVE. NW, PARKING AREAS, TOTAL PARKING PROVIDED = 205 SPACES minutes 02 seconds East 45.78 feet to the north line of a tract of land described in DR 176, page 220 in the Recorder's Office of said Hamilton County; thence North 89 degrees 50 minutes 08 AND DRIVE APRONS ARE INTENDED TO BE PRIVATELY OWNED seconds East along said north line and its extension and along the north line of the tract of land described in Instr. No. 9110652 in said Recorder's Office 44.00 feet; thence South 00 degrees AND MAINTAINED. 47 minutes 02 seconds West 41.40 feet; thence South 12 degrees 27 minutes 46 seconds East 180.72 feet; thence South 00 degrees 47 minutes 02 seconds West 85.59 feet to the point of beginning, containing 0.311 acre, more or less. a o° C r N FD Q O c F-+ N ^-I ►-� �'-+ C8 E-4 j . ��H � w =O Q�(NO 000 Z) COI P..4 Z V N C 1 I 00}Z..{ 0 00 �Ua� v o 'v `g c� V co i �G L E /SS 1 : PE10403858 STATE OF SS1oNA1 -EN ls` 1ir1111111>t��� DATE: 01/03/0 DWN BY: EAG CHKD. BY: EAG SCALE: 1 to = 30' DATE: 01/03/0? w. 0 I� W n F�1 � CO rW w PROJECT NUMBER GLD.001 DRAWING NUMBER C2nO SHEET 4 OF 18