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HomeMy WebLinkAbout1N U,� _.,., CONSTRUCTION PLANS FOR UARMEL C1 ry O REFERENCE MAPS: LOCATION MAP NTS rxei&0 M\1 MEW,IINL llIi�� C J II CORNERSTONE DENTISTRY (STREETSCAPE) CITY OF CARMEL CLAY TOWNSHIP, HAMILTON COUNTY VICINITY MAP NTS C- I I h� ,. � � � L r 11j � �� � \"- I �— Vic— •i , i l I � (I-- I'�I � � ��•� I � � �I�� 1 LES OLDS, AIA DESCRIPTION OF WORK: PRESIDENT VICE PRESIDEN T SECRETARY COMMISSIONER COMMISSIONER DIRECTOR OF REDEVELOPMENT THIS PACKAGE SHOW ALL IMPROVEMENTS NECESSARY TO CONSTRUCT CORNERSTONE DENTISTRY STREETSCAPE ALONG RANGE LINE ROAD, AT CARMEL CITY CENTER PARCEL#66 PHASE II. THE LIMITS OF CONSTRUCTION AND WORK TO BE PERFORMED ARE NOTED ON THE DRAWINGS IN THIS SET. THE WORK FOR THIS PACKAGE SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED TO EARTHWORK, CONCRETE, FLATWORK, LIGHTING AND ELECTRICAL CONNECTIONS, PAINTING, LANDSCAPE WORK. USGS MAP NTS OPERATING AUTHORITIES: GAS Vectren Gas Company PO Box 1700 Noblesville, IN 46061 (317) 776-5537 ELECTRIC Duke Energy 100 Mill Creek Road Noblesville, IN 46060 (317) 776-5347 STREETS/STORM SEWER Carmel Deptartment of Engineering City Hall, One Civic Square Carmel, IN 46032 (317) 571-2441 TELEPHONE AT&T 5858 North College Avenue Indianapolis, IN 46220 (317) 252-4274 SURVEYS: WATER/SANITARY SEWER Carmel City Utilities 130 First Avenue Southwest Carmel, IN 46032 (317) 571-2648 CABLE TELEVISION Bright House 516 East Carmel Drive Carmel, IN 46032 (317) 972-9700 CALL BEFORE U -DIG Indiana Underground Plant Protection PO Box 50392 Indianapolis, Indiana 46250 (800) 382-5544 ACCU—LINE SURVEYING & MAPPING 3720 EAST STATE ROAD 32 LEBANON, IN. 46052 PHONE:317 773-8806, FAX: 765 482-2471 CIVIL DESIGNS 2415 DIRECTORS ROW SUITE E INDIANAPOLIS, IN. 46241 PHONE:317 244-1968, FAX: 317 244-1969 SHEET INDEX: SOILS MAP NTS 0 C000 SITE COVER SHEET — II SURVEYS C001 SCOPE OF WORK PLAN C100 DEMOLITION PLAN C200 SITE LAYOUT PLAN --JJ (. C400 EROSION CONTROL PLAN C700 LANDSCAPE PLAN C800 SITE DETAILS C803 SITE DETAILS C900 TRAFFIC OF MAINTENANCE PLAN SITE — - -- --it------ --� I I ! S WI 1/ I !j _.. I FLOODWAY MAP NTS OPERATING AUTHORITIES: GAS Vectren Gas Company PO Box 1700 Noblesville, IN 46061 (317) 776-5537 ELECTRIC Duke Energy 100 Mill Creek Road Noblesville, IN 46060 (317) 776-5347 STREETS/STORM SEWER Carmel Deptartment of Engineering City Hall, One Civic Square Carmel, IN 46032 (317) 571-2441 TELEPHONE AT&T 5858 North College Avenue Indianapolis, IN 46220 (317) 252-4274 SURVEYS: WATER/SANITARY SEWER Carmel City Utilities 130 First Avenue Southwest Carmel, IN 46032 (317) 571-2648 CABLE TELEVISION Bright House 516 East Carmel Drive Carmel, IN 46032 (317) 972-9700 CALL BEFORE U -DIG Indiana Underground Plant Protection PO Box 50392 Indianapolis, Indiana 46250 (800) 382-5544 ACCU—LINE SURVEYING & MAPPING 3720 EAST STATE ROAD 32 LEBANON, IN. 46052 PHONE:317 773-8806, FAX: 765 482-2471 CIVIL DESIGNS 2415 DIRECTORS ROW SUITE E INDIANAPOLIS, IN. 46241 PHONE:317 244-1968, FAX: 317 244-1969 SHEET INDEX: SOILS MAP NTS 0 C000 SITE COVER SHEET Checked By SURVEYS C001 SCOPE OF WORK PLAN C100 DEMOLITION PLAN C200 SITE LAYOUT PLAN C300 GRADING & DRAINAGE PLAN C400 EROSION CONTROL PLAN C700 LANDSCAPE PLAN C800 SITE DETAILS C803 SITE DETAILS C900 TRAFFIC OF MAINTENANCE PLAN FLOOD DATA NOTE: The subject real estate lies within "Zone C", Flood Hazard Area (Areas of Minimal Flooding), as indicated on FIRM, Flood Insurance Rate Map, Community Panel 180081 008C, City of Carmel, Indiana, effective date May 19, 1981. HOLEY MOLEY SAYS, "DON'T DIG BLIND" L 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF BSD" CSO SCHENKEL SHULTZ 280 East 96th Sheet, Suite 200, lndianspolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoinc.net Project. CARMEL CITY PARCEL X66 PHASE II CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope ofthprojt in terms of architectural design concept, the dimene sionec s of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trode contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE COVER SHEET Revisions: Issue Date Certified By: OQ —G AR 00880145 T OF D I ANCSO Drawn By Checked By 11/03/06 KRS RRO Drawing �►0 0 Drawing Number: C000 IRS Protect Number: 26232 I. the undersigned. a Registered Land Surveyor in the State of Indiana. hereby certify that the Information shown hereon is based on field data obtained by this office. This information was obtained without benefit of a boundary survey and therefore should not be used to establish property lines or anything also associated with a boundary survey. This document should be considered as a Specific Purpose Survey and may not most all of the requirements of IAC 865, Article 1. Rule 12. Certified this 24th day of December. 2002 Willard E. Johnson Professional Land Surveyor Indiana No. LS29600017 1111//d JZii, ®®° �� • E ' ✓0 ®®®® �s No. ®* LS29600017 m ®o STATE OF ®®l /NDIANP•'®®® ®®®i®®// S U R;o ®®®®® 1/199 bove ground structures or locations survey. No excavations were made As buried utilities with the exception des and inlets. is topographic information provided n shown hereon by fading to create if the client This Information has not rner, 4, )6-T18N-R3E 3LE 838.73 12'=832.07 15'=832.60 15'(S)=829.58 18'=829.97 36'=827.82 36'(W)=827,97 7LE 83857 3'=830.72 IVE INLET 836.93 I8'=832.83 LINT OF BEGINNING R 360, Pg 883 XCEPT DR 316, Pg 593 INLET 838.43 i2'=835.09 INLET = 838.43 12'=834.36 ILE 838.86 3'=830.60 3'(W)=832.55 ILE PUMP 836.56 3'(E)=834.96 (HOLE ILE 840.17 2'(S)=831.97 2'(SE)=833.27 2'(E)=835.53 5'(N)=831.93 INLET 839.61 2'(W)=835.53 2'(E)=835.87 INLET 839.73 2'(W)=83612 IF BEGINNING 9809855135 IVE INLET 839.77 12'(NW)=834,92 LEGEND ® • Manhole stamped Sanitary Sewer -0 cit Guy Anchor C0., • Utility Pole 0 • Drainage Manhole/13eshive Inlet ® • Electric BOX • Curb Inlet • Buried Gas Marker ® • Telephone Box W • Water Valve Box • Real Estate Sign ® Telecommunications Box Ught Pedestal (No light) Storm Inlet • • Monitoring Well Cap ® • Electric Meter Panel on Slab ® • A/C Unit on Slab I. the undersigned. a Registered Land Surveyor in the State of Indiana. hereby certify that the Information shown hereon is based on field data obtained by this office. This information was obtained without benefit of a boundary survey and therefore should not be used to establish property lines or anything also associated with a boundary survey. This document should be considered as a Specific Purpose Survey and may not most all of the requirements of IAC 865, Article 1. Rule 12. Certified this 24th day of December. 2002 Willard E. Johnson Professional Land Surveyor Indiana No. LS29600017 1111//d JZii, ®®° �� • E ' ✓0 ®®®® �s No. ®* LS29600017 m ®o STATE OF ®®l /NDIANP•'®®® ®®®i®®// S U R;o ®®®®® 1/199 bove ground structures or locations survey. No excavations were made As buried utilities with the exception des and inlets. is topographic information provided n shown hereon by fading to create if the client This Information has not rner, 4, )6-T18N-R3E 3LE 838.73 12'=832.07 15'=832.60 15'(S)=829.58 18'=829.97 36'=827.82 36'(W)=827,97 7LE 83857 3'=830.72 IVE INLET 836.93 I8'=832.83 LINT OF BEGINNING R 360, Pg 883 XCEPT DR 316, Pg 593 INLET 838.43 i2'=835.09 INLET = 838.43 12'=834.36 ILE 838.86 3'=830.60 3'(W)=832.55 ILE PUMP 836.56 3'(E)=834.96 (HOLE ILE 840.17 2'(S)=831.97 2'(SE)=833.27 2'(E)=835.53 5'(N)=831.93 INLET 839.61 2'(W)=835.53 2'(E)=835.87 INLET 839.73 2'(W)=83612 IF BEGINNING 9809855135 IVE INLET 839.77 12'(NW)=834,92 T, cit � I o � Cfl c� 0 a� a I COY O o 4-) r—, Yl lel Ct W � N 0 E tY v a 0 CC Approved By: WEJ Drawn By: WEJ Date of Last Field Work: 12/14/02 Date Plotted: 12/17/02 CQ a� rn c� a I � N CO � Co r x o �b aO CO 0 c� cad Caa� Eo e= U •U C a. a � N x v] Project No. 209_02 Sheet No. 1 of 1 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. I 24" chairback curb (typical) s O / / EASEMENT AGREEMENT ' / "6 BRASS PLUG USE OF PHASE 1 / wI i �6 ]cps i /� - 7� (11 ,' ;/ ) / / c ncre e I aae e i (15 Poae") o �I TELEPHONE PEDESTAL V 0.431± f f (asprislt / --- o , _ iilrTll I aces" - - 7REn Al 1 I ( i Ix EASEMENT AGREEMENT ' SECTION 36—T18N—R3E BRASS PLUG USE OF PHASE 1 MAG NAIL FOUND wI — - :. �6 ]cps i /� - ' curb (11 'pace ) GUY WIRE �, M I `��� . I aae e i S 89'57'07" W d. o �I TELEPHONE PEDESTAL V 0.431± f f (asprislt / --- o , _ iilrTll I aces" - - 7REn Al 1 I ( i I� 0 Ippit pace) I OD cbnc. Er I R8 EASEMENT AGREEMENT ' SECTION 36—T18N—R3E BRASS PLUG USE OF PHASE 1 MAG NAIL FOUND wI — - :. �6 66onc,ete urb REBAR SET (11 'pace ) GUY WIRE �, M I `��� . MARCH 13, 2002' AIR CONDITIONER �Z• 0 I o �!W' d. o �I TELEPHONE PEDESTAL V 0.431± f f t. o , _ iilrTll S I 89'27'30" W ' - - R8 EASEMENT AGREEMENT USE OF PHASE I ��/Q� CONTAMINATED SITE (asphalt) P���O ry 51 INSTRUMENT 2002-25741 MARCH 13. 202 GO,cl .a& curb (typicol) UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. P:\2006\06-160 - Sholwo Al -A - Corr^cl\Si.rvey\OFi-160.AI-A.dwy, 2^x36, 9/11/2006 12:^^:02 PN NORTHEAST CORNER LIMITED WARRANTY DEED TO SOM, LLC INSTRUMENT 2004-5235 NOVEMBER 23, 2003 NORTHEAST EASEMENT AGREEMENT ' SECTION 36—T18N—R3E BRASS PLUG USE OF PHASE 1 MAG NAIL FOUND wI — - :. 0D CONTAMINATED SITE H REBAR SET - (asphalt), INSTRUMENT 2002-25741 GUY WIRE �, M I `��� . MARCH 13, 2002' AIR CONDITIONER �Z• 0 I o �!W' LIGHT POLE o �I TELEPHONE PEDESTAL V 0.431± f f t. - a-: _ �:-.., ti I I S I 89'27'30" W ' - - 7REn 1 I ( i I� 0 Ippit pace) I OD cbnc. I EASEMENT AGREEMENT USE OF PHASE I ��/Q� CONTAMINATED SITE (asphalt) P���O ry 51 INSTRUMENT 2002-25741 MARCH 13. 202 GO,cl .a& curb (typicol) UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. P:\2006\06-160 - Sholwo Al -A - Corr^cl\Si.rvey\OFi-160.AI-A.dwy, 2^x36, 9/11/2006 12:^^:02 PN NORTHEAST CORNER LIMITED WARRANTY DEED TO SOM, LLC INSTRUMENT 2004-5235 NOVEMBER 23, 2003 NORTHEAST CORNER NORTHEAST QUARTER SECTION 36—T18N—R3E BRASS PLUG FOUND 0 MAG NAIL FOUND wI SECTION CORNER 0D REBAR FOUND H REBAR SET Z00 POWER POLE W zco! GUY WIRE �, M I ELECTRIC TRANSFORMER o O AIR CONDITIONER �Z• 0 I o �!W' LIGHT POLE o �I TELEPHONE PEDESTAL V SIGN f f t. I �:-.., ti I I S I 89'27'30" W ' - - 51.18' 1 I ( i I� 0 Ippit I OD cbnc. I F� I �a brick r 10.0 10 h planter (typical) v� .• o. ; a. T T. T 3: 0, Q) .l 10.00' o o. oma: ' DI . W I Q pl )7' OF . NG I �z. U.I.Co Z.: w t-.: Z I :. to ,. w w �' f,K w� w' �:: x 0 00 � l I of o ' co 0 Y= Z a p I T � � I U N I i i Y D4 I t I I I t t 1 I i ! I I I I I I I I t I 1 I ' I I I to w :c INwZ t z Coi W w I Z (n IaJ"' 0 Wo (©r%F o W o to i rn SOUTHEAST CORNER NORTHEAST QUARTER SECTION 36—T18N—R3E BRASS PLUG FOUND i�0 88.00' II EXIST TING LEGEND: 11 DESCRIPTION: " EXISTING ASPHALT �a EXISTING CONCRETE 616 MAG NAIL FOUND 0 SECTION CORNER O REBAR FOUND H REBAR SET fd' POWER POLE �Ii1J(� GUY WIRE ELECTRIC TRANSFORMER © AIR CONDITIONER 0 LIGHT POLE - lO TELEPHONE PEDESTAL g SIGN DESCRIPTION: HANDICAP MARKING �a WATER VALVE o FIRE HYDRANT `s SANITARY MANHOLE O CLEAN OUT H CURB INLET III�II INLET �Ii1J(� DRAINAGE MANHOLE GAS METER A GAS VALVE 9y GAS MARKER —ohel— - OVERHEAD ELECTRIC LINE - 1 BENCHMARKS: G S GVD 1929 DATUM): ACE TBM .M A CHISELED "X" SET IN THE 'TOP SOUTH SIDE CONCRETE LIGHT POLE BASE; 2' SOUTH OF SOUTH EDGE OF ASPHALT PARKING; 400'± WEST OF RANGE LINE ROAD; 105'± SOUTHEAST OF OLD KROGER BUILDING. ELEVATION — 834.56 ACE TBM J31 A CHISELED "X" SET IN THE 'TOP NORTHWEST CORNER CONCRETE TRANSFORMER BASE; 15'± NORTHEAST OF NORTHEAST CORNER BRICK POLICE BUILDING; 200'± WEST OF RANGE LINE ROAD; 5'± EAST OF FIRE HYDRANT. ELEVATION — 837.68 SURVEY LAND DESCRIPTION Vacant. Building Pad Site Part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East of the Second Principal Meridian in Hamilton County, Indiana, described as follows: Commencing at a brass plug found at the northeast corner of the northeast quarter of said Section 36; thence South 00 degrees 00 minutes 00 seconds East along the east line thereof 1188.00 feet; thence South 89 degrees 27 minutes 30 seconds West 51.18 feet to the northeast corner of the Limited Warranty Deed to SOM, LLC, dated November 23, 2003, recorded as Instrument number 2004-5235; thence South 00 degrees 00 minutes 00 seconds East along the east line thereof 98.05 feet to the easterly extension of the southern building overhang for the bank drive thru as it exists in 2006, said point also being the POINT OF BEGINNING; thence South 89 degrees 57 minutes 07 seconds West along said southern building overhang 3.07 feet to a point which is 90' from the east exterior facade of the south demising wall of -the drive-thru; thence North 00 degrees 02 minutes 53 seconds West 1.00 feet to the midpoint of the dernising wall, thence South 89 degrees 55 minutes 04 seconds West along the middle of the demising wall 88.00 feet to the west exterior facade of the demising wall; thence South 00 degrees 02 minutes 53 seconds East to the westerly extension of the southern building overhang for the bank drive thru as it exists in 2006; thence South 89 degrees 57 minutes 07 seconds West along said southern building overhang 60.83 feet to the west line of the aforesaid deed; thence South 00 degrees 00 minutes 00 seconds East along said west line 125.34 feet to the southwest corner thereof; thence North 90 degrees 00 minutes 00 seconds East along said south deed line 151.91 feet to the southeast corner thereof; thence North 00 degrees 00 minutes 00 seconds East along the east line thereof 125.47 feet to the POINT OF BEGINNING, containing 0,44 acres, more or less. SURVEY LAND DESCRIPTION Second Floor above Flagstar Bank drive--thru Part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East of the Second Principal Meridian in Hamilton County, Indiana, further defined by the second story floor plan above the Flagstar Bank drive-thru as referenced on this survey drawing; being all the air rights above the middle of the airspace between the ceiling of the drive-thru and the floor of the improved office space, said middlle plane is at an elevation of 850.10 feet above mean sea level per National Geodetic Vertical Datum of 1929, further described as follows: Commencing at a brass plug found at the northeast corner of the northeast quarter of said Section 36; thence South 00 degrees 00 minutes 00 seconds East along the east line thereof 1188.00 feet; thence South 89 degrees 27 minutes 30 seconds West 51.18 feet to the northeast corner of the Limited Warranty Deed to SOM, LLC, dated November 23, 2003, recorded as Instrument number 2004-5235; thence South 00 degrees 00 minutes 00 seconds East along the east line thereof 98.05 feet to the easterly extension of the southern building overhang for the bank drive thru as it exists in 2006; thence South 89 degrees 57 minutes 07 seconds West along said southern building overhang 3.07 feet to a point which is 90' from the east exterior facade of the south demising wall of the drive--thru; thence North 00 degrees 02 minutes 53 seconds West 1.00 feet to the midpoint of the demising wall, thence South 89 degrees 55 minutes 04 seconds West along the middle of the demising wall 10.00 feet to the east exterior facade of the office space above the drive-thru and the POINT OF BEGINNING; thence North 00 degrees 04 minutes 56 seconds West along said facade 27.00 feet to the midpoint of the northern dernising wall; thence South 89 degrees 55 minutes 04 seconds West along the middle of said northern demising wall 68.00 feet to the west exterior facade of the office space above the drive-thru; thence South 00 degrees 04 minutes 56 seconds East along said facade 27.00 feet to the midpoint of the demising wall; thence North 89 degrees 55 minutes 04 seconds East along the southern demising wall 68.00 feet to the POINT OF BEGINNING, containing 1,836 square feet, more or less. SURVEYORS REPORT 1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ("Rule 12"), the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established this survey as a result of uncertainties in reference monumentation; in record descriptions and plats; in lines of occupation; and as introduced by random errors in measurement ("Theoretical Uncertainty"). There may be unwritten rights associated with these uncertainties. The client should assume there is an amount of uncertainty along any line equal in magnitude to the discrepancy in the location of the lines of possession from the surveyed lines. All survey monuments set or found this survey are flush with existing grade unless otherwise noted. The Theoretical Uncertainty (due to random errors in measurement) of the corners of the subject tract established this survey is within the specifications for a Class C Survey (0.50 feet) as defined in IAC 865. Purpose of Survey: The purpose of this survey is to prepare an original boundary survey of the above described land. Basis of Bearings: The basis of bearings for this survey is South 00 degrees 00 minutes 00 seconds East between the brass plugs found at the northeast and southeast corners of the quarter section. Reference Monumentation: Prior surveys found in the recorder's office agree to within 0.1 feet for the dimesion along the east line of the northeast quarter. Record Descriptions and Plats: No deed gaps or overlaps exist unless otherwise noted. Lines of Occupation: Variations in lines of occupation are as noted. _T11, it 5 111 In 1t } 31 a , AU �r l f if I(Jf 1[lT �L 11stlL5df 1[ W Min_t,� o cul ._ iii II ._li Eil�fa n fii a i 1[ 11 _Ji 1s[t a � IL Hifi (( 1 J s son �li?--t It /��IL ���I ate= la c I)4 i "i NO :%I.�li C II 1�fi�m cc [EIl)(26th St`C�k PRO..IECT 1` j )I L O C AT I O N �� �i, c S9 122nd $t' 1 W armelr -'_ k 7— t �Nas 1. Dr it ! E C&[neiDr 1:;' : °°„ 'li�l fit• � ji - 1 � Medical:Dr -- 1�--. E— 16th_i�! ---- 1L — — _.Ji )l _::I_116th_S �I .. .:. ' -- IF r - VICINITY MAP NOT TO SCALE 2. The accuracy of any flood hazard data shown on this survey is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. The property described on this Survey is NOT located in Zone A as said tract plots by scale on Community Panel No. 18057 C 0209 F of the Flood Insurance Rate Maps for Hamilton County, Indiana dated February 19, 2003, 3. Ownership information indicated hereon is as identified in County or Township records or on title work provided by others. 4. The within survey was prepared without benefit of current evidence of source of title for the subject tract or adjoiners and is therefore subject to any statement. of fact revealed by such documents. CERTIFICATE OF SURVEY - ALTA/AGSM LAND TITLE SURVEY To: Ice Miller, LLP Cornerstone Dentistry, Inc. B & D Carmel Properties, LLC Deborah A. Boyer, DMD Robert Dickson, DDS National City Bank of Indiana SOM, LLC Hamilton Title Security This is to certify that this map or plat and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly T established and adopted by ALTA, ACS M and NSPS in 2005, and includes Items 1, 2, 3, 4, /a, 8, 9, 10, 11a, and 13 of Table A thereof. Pursuant to the Accuracy Standards as adopted by AI -TA, NSPS and ACSM in effect on the date of this certification, undersigned further c'eriiffes that the Positional Uncertainties resulting from the survey measurements made on the survey do not exceed the allowable Positional Tolerance. To the best of my knowledge and belief the wilhin plat represents a survey made under my supervision in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code. The field work for this survey was completed in April 2006, The site is currently under construction. Dated this 16th day of June, 2006. E Y V!"1 I- : •Q-CG`STE,Q�o ,����i ft Aft m A • Y Bradley P. Ott 9600012 ' PLS #9600012 STATE OF 10 State of Indiana .0 <1.•'•�/VDI4NIi... 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I - 1 f " J ., I SCOPE OF WORK #F: TO CONSTRUCT DECORATIVE CONCRETE SIDEWALK ALONG RANGE LINE ROAD INCLUDING PORTIONS OF NEW CONCRETE CURBING. RELOCATE EXISTING STREET LIGHT OUT TO EDGE OF STREET PER PLANS, CONSTRUCT PLANTERS. AND INSTALL PLANT MATERIAL AND ELECTRICAL OUTLETS IN PLANTERS. CONSTRUCT HANDICAP RAMPS @ BANK DRIVE AND HANDICAP RAMP ON THE SOUTH SIDE OF MONON GREEN DRIVE SOD, & IRRIGATION, � I - , � jt� " � "- t I , I " 11 i �'! -� 1 �� � -,..11I, - 1-11- ---- -- 4 ; , , , , -". - , , KRS RRO -�- - / � 4 � � i i'l � 1 1 i ! ", ? ;, �, '��' 1 ; ;� - -� i ) " ,1 , -- , - i � � i i'.1; , _ ,� / , , -` t i " " . _ , I I J �- i� -��% I - - ,� , i, , - � ,- � - I i J ; - . ,- I , , %�j F . I � I I , % I -, , , , - � � , 1 � - I k .- , '. i - ) 1 ; .. I 1-.'1-': ) �-- "I 1, I i," i 1, , � - , � , . - �� i " - -� , - : 1 �,", - , � , , I � � � , , , - ,� � � I ;, , , .- � I I , , , I � �1;1 t , * I ,.1{11111, 117; L. 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L, �- 1 I t � ". , ,-j I - E ! � , 1 , - T� � * ; -�, � �� J i 1. 1--� . i : ,� 'r i, l 1 �� I i I - It - , L'I ,,, i " i ,% ",- � F HOLEY MOLEY SAYS, "DON'T DIG BLIND" I � 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSDE OF WMA ".1) - I'll . �- I I M• I I . a .0 �CSO SCHENKEL SHULTZ 280 East 96th Sueet, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoincmet � project - CARMEL CITY PARCEL #66 PHASE 11 CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. I Drawing Title: SCOPE OF WORKS, PLAN Revisions: — Issue Date Drawn By Chocked By 11/03/06 - KRS RRO Certified By: I. k \ % T / f P .." AR 008 145 --/, OF A Ni tcF�— \ a- rp I V VnK �C�F��-Cj �% - �,��4 , 6�1*1005i' I Drawing Number: cool I . . Protect Number: 1 26232 1 DEMOLITION PLAN -CT SCALE: 1" = 30' 0' 15' 30' 60' InL`J :� SCALE: 1 " = 30' NORTH DEMOLITION GENERAL NOTES: 1. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND OR LOCAL LAWS AND ORDINANCE. 2. REMOVAL OF THE EXISTING ASPHALT PAVEMENT INDICATED IN THE PROPOSED PAVED AREAS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. SAW CUT THE AREAS CLEAN, NEAT AND TRUE TO LINE SO NO UNWANTED CHIPPING OR BREAKING OF EXISTING PAVEMENT WILL NOT OCCUR. 3. THE CONTRACTOR IS TO REVIEW THE SITE ONCE THE DEMOLITION HAS OCCURED. THE CONTRACTOR SHALL PROVIDE A LIST OF ANY IMPROVEMENTS OR CONDITIONS THAT ARE A HENDERANCE TO THE PROJECT AND MUST BE REMOVED. ANY MODIFICATION TO EXISTING IMPROVEMENT & UTILITIES ARE TO BE APART OF THIS CONTRACT AND THE RESPONSIBILY OF THE CONTRACTOR. PLAN NOTES y © SAW CUT CONCRETE CURB NEAT AND TRUE TO LINE. © PROTECT EXISTING STORM LINE & INLETS DURING CONSTRUCTION. SEE EROSION CONTROL PLAN. QD RELOCATE EXISTING STREET LIGHT, REMOVE EXISTING CONCRETE BASE. SEE LAYOUT PLAN FOR LOCATION OF LIGHT POLE & NEW BASE. VO PROTECT EXISTING STRUCTURES DURING CONSTRUCTION, RAISE TOP OF CASTING OF EXISTING WATER STRUCTURES TO MATCH FLUSH WITH NEW PROPOSED SIDEWALK GRADE. SEE GRADING PLAN FOR FURTHER DIRECTION. Q REMOVE EXISTING SIGNS. UX RELOCATE EXISTING TELEPHONE LINE. ® PROTECT EXISTING UTILITIES DURING CONSTRUCTION. ® PROTECT CURB DURING CONSTRUCTION. &F CURB IN DAMAGE PRIOR TO CONSTRUCTION THE CONTRACTOR MUST DOCUMENT THE DAMAGE WITH WRITTEN REPORT AND PICTURES PRIOR TO STARTING WORK. THESE DOCUMENTATION AND PHOTOS MUST BE SUBMITTED TO THE DESIGNER OR CONSTRUCTION MANAGER. ®D RAISE OR LOWER STORM STRUCTURE TO MATCH NEW WALK ELEVATION. LEGEND DEMOLITION BY OTHERS LINE CONSTRUCTION LIMIT LINE _._ EXISTING CURB AND GUTTER EXISTING STORM UNE HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF MANA CSO SCHENKEL SHULTZ 280 East 96th Streat, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoinc_net Project- CARMEL rojec6CARMEL CITY PARCEL X66 PHASE II CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the bosis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Drawing Title: - _-A DEMOLITION SHEET Revisions: Issue Date Drawn By Checked By 11103/06 KRS RROCSO Certified By: T i © AR 00880145 -G T OF DIANP Drawing Number: C100 Project Number: 26232 GENERAL NOTES: - - - - - - RIGHT OF WAY ..) _ - - - - - - - - - - - - -,% l INJIALL LXt'ANNUN JUINI, SLL DETAIL 05/C800 _._.__. ._._..__ ____r^_. , I 1111 -.__. T ` ® 4" THICK CONC. WALK PAVEMENT, SEE DETAIL 04/C800 ! I , a� THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER- I Y ti i « 3 \ 1 1 i i I i __. ^.._ . .."11.11_ _., __. ___._.__,._,_ _,._... ,_.1..._...1. _ ...:: __. _..._..4.._.,_..«_ ..- . -...r ....._...._ _11.1.1. .._ _ _ :: i _ . __ ... - iqr. i EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE :. DIRECTION AND VERIFICATION. 2v 18 AND SPECIFICATIONS FOR THE APPROVED MATERIALS. ; 1 1111 ., , _. , s I 1 I NEAT AND TRUE TO UNE. REMOVE ALL NON-ORGANIC EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH ,�..,.. ._. f r - i 1 .:.. _„ �. 11:11-._:.._ ..�, 11.11.._. _ -- ,_. - MONON GREEN .., .,. DRIVE _ __ _ _ _ _ . _ 11__11 { s.:t ,_ _.. _ MATERIAL THAT WOULD INTERFERE WITH PROPOSED PLANT . p " ___1111- s,,. i ,,. _ .-.._ 1 �w i { t '.J i. , s s.s. .,,.1..., _ .s�, c, t ? t _1111 1111. S._,._ r 4 3 �t h ". , , . .. , I .. -1111. ... ,y _ . _. _ o 1 :.._: .._ .. � .:> _ ..'i 7 1': . . int.. .f. _, { ., 1111 :E t t }. ,, ,_ ._i L .. ,. .''+ a . - 1111- I _.. 's.: ,. ; , ri,�,i_ .! ,1111 i , i .,. , ,,..., 1_1 _f. 1" _ ... ., - - .1111 _,- .,' . _. I '•� _.. 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I { . 4 1111, .-. 1 h ` i tk ,tt I i! 2 Z ,,v:, f ..,. er ii 2' lt! `r,p ' .. it.e - Cs ,.> Ja i :, _.}±et,.._.1.t_ .. 1111 i _,,,h `: , ;.. _._ _ '? .0 i 1 Y i ,, ' t` I f r y t I k / / f 1 xi ,� e isn i !� ;�_,_ .. 1111 � l x i „,. 1 :. f "hy f.,_ 111:;1 g - ;� I m !.. ._. ._. ... 1111. 1111 t 1111. ,. ( _. „1111 , s' ' { y ":, i } tea,. +6 w,.t,. )_.. p ' 1 6 i i t r : Ss.S y.,, - 3 - f -!I, tp' - p t ' 4 t' M. , <, : ' !., , :, _ . r� i. .>, I 8 ,. S t s 1111; I_,.-,�,,,: .7, t,; 3. _ 3% .,, s_� .a 111,1.. .., .. :4._ _. .e.. 1;111- , ,. 1 1111 - 4'ti akm " �,. r! , y f }_ _,..,,,, ,M 1111,..: ,,. , �..._ . _ _ ... 1111. t `"�n ?..�)..._ -_ i t s 1' I ,r , 3 `' i a f' I ,i ..tee . _ .. ,. .., :..`.i ,. _ __ _ _« �_..._.,. __,._._ .�, ._.__� ._ r 1111.. _w. _ _ . i, f , , ' f d< i - 1111. ,„ , i ,' 1! .z s 1 111_.. .. ; , i, t,.'- i >`/ " '' �« t 8 BRICK PLANTER, SEE DETAIL 21 /C800 s F l { .. i.._ S I > i 4 r_' r i 1111 ._, lri ,. _. 1111... ._--. _ ,_:, t .. 1'111 S �,.. .y";-. , 1111,..^ •' ,.-.., 1 111_ t . .. i !_ 11`11. .. . > ! ... _. .. . 11}11 .. -.. _ c. _ ..o I _ ._, _..._,,... 1111.. 1111.- -. _. .. 1111, ,_ . ... ... E.. , -1 111. u....0 cx,, .�._... _,.v t...,.,..<.._n..,.s... . ,., ... �,,. , , , 19 STAMPED ,a. -� I I ;� � I :f +I t, ,_�. , Q CONCRETE WALK SEE ENLARGEMENT PLAN 22/C800 . 1 L Y. _. ,«. ,.,-. ,,,S F .� 3 .-, , i r ,. ..:: 1111. _ ,; #' t. , ;, ; 111 ..�. r `.�d, ...R.- _ «, .. r R s. .... 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' '_ .. ., .. ,. ._.: s ,�..:: M,: . , 1111. 1111;. e. .,-. . , CONSTRUCTION x-~ ..,i ! i F _ . ,, ... r i .'r I D d 1 f �I2' LIMIT LIN E 13 12 t--... 1111. _.,_W._ , , 1111_ t .. . ... , .. , 2' :1111 { 111:1.. 1111 F� �, 38 - I ; . ,., ,_ , , 1 , C . I 1111. r. 2_ .. 1111 r.. y ., __. _ , __ 1111_ ... - 1 f F L. 1111.., C..,._., _,.,e_. _ _ t _ r}` ,, r ! .`i. (,. . ,. t „ . a ,. ;, : i- 1111. .,. - .� , L , ,. _, 1111 ... _ 19 , . 11«11.. .,; -.! -.t.„ .o: - 1 s t - i 1111_._ ._.,_.._...:._._......._._...._._�....�-Y...,.._-___-__._'-___.__._.,..._�,__J-_1111.. •_ ..-__..___; TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- : f 111-1: j " ... ,: 1111. -_.- 1111.. _, __ __ :..:.: 1• _ ..e -++.Tae::::_ .. :� T�f` "-.T.-+.. ... . i t y - 1111-�_.. _..` _ .._ 1111 W .. .. ;ter-:,. r. if._ r..L--t._., 'r '.5 +_. 1111 <. .. ..-._ _ _ 3 r �? , I 1111 -.__. T ` Y t. i { I ! I , a� THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER- I Y ti i « 3 \ 1 1 i i I i }, ! s' ! l z I ,; y :1111. ,r _._.,a �..� �� I I 1l ',, f i i { ' 1 Ji , I t ,. , i EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE :. DIRECTION AND VERIFICATION. 2v 18 AND SPECIFICATIONS FOR THE APPROVED MATERIALS. ; 1 1111 ., , _. , s I 1 I NEAT AND TRUE TO UNE. REMOVE ALL NON-ORGANIC EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH ,�..,.. ._. 1 1111,., t ,..,,.r,..,.._1 1111 ,s-:-,.�. , t .., r i f 1111... t . i *-� t x\ , i >_i 4 1111, _ . 1111 , , 35 TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR e .. f a t .. MATERIAL THAT WOULD INTERFERE WITH PROPOSED PLANT . t � _ .-.._ 1 �w i ;. ,, AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, t 4 ..r .,.., �t h ". , , . .. , I I t -I . � .:> _ ..'i 7 1': . . int.. .f. _, { ., 1111 :E t t }. ,, ,_ ._i L .. ,. .''+ a . - 1111- , , 4 1111. a.. .,R... .. _ r �. j -1111,.. 1111. ..._...,.:... _,.-_..,.._.., 1111. . ,,. ., 1111.. ,. - i \ .y,. t 11 .......... ,. ,. �..,._._. .. 1111. _...,.._„ �, 1111 11:11, ....._.., «,....i.,. .. - - ='I- - d + I Y, y.-. t,..,.........,,_,. ._.,.... t ,11 t t ; I ,:I . t 3 29. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE 18 FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND 8. i i ,.. , .: a .. f . 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T $c i % ........._.,.,. i .. f _.. _. _ _ <_ _ . 1111.. 11. 1111. :... - - .. , _.' ! , it f..., .. _. ..a ,.4 , 3: ¢ t 'i ` .<., _.- - , I �� ->i f ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE l ...: a1111__ I , ,: , f'` i .,: , '1111 4. .. 111 1. .-- .': _ P o PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, .. .. rr:.. i. 4 i U ..._..... u_..... .._...... 1111 _. 1111, l . ,. .,....,_ _ .:u...,.. . 1111. I! .._.. , : „ + ::. : ,., ..t; , , r: - y . , r ., ._:. .. ^ ... 1111 j 3 ': f 1 S 1111 x_.. r.� 1111 ,:._ I i,'.. NEAT AND TRUE TO LINE SO NO CHIPPING OR BREAKING . . w . ae ! r, ! ..:. ,x 1 :., I I ;:1111, m _. ', 1 ,;; r. , f t .. , y EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM . . I ; -. F I, #; ; : '1111. , : 2 . , ^' 1111 a f , ! THE UTILITIES INDICATED ON THESE PLANS AND ON THE S } ., i 5 i �. S: 1 " : i {{ 1 1111. , - . ,.: i. I t i .. -. , >•, 1111., 3 I .. „ f. 1. .':.I f .._..-.. i I ;; ! ,.'. , r I 1 n, . I li ,"-; -. . I I F , r,_ ? ` _. ' .. I t: , . 11 11 - -. - 1111 IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS ,., .: , t Cr , c }l u.,.... ... . 1111_-__ > 3` ✓, a 1111_ -' 11,, .. .i s...__ _ _., ,._._.._ z. 11::1:1 }: i.^ t- , i k g i _._ _ w:;::. ., 1111 _.< . s ' , -_ ... E'. .� 1111 i 1111,-.-.� .. _, ,_.: I ,_ 111-1 4r ': - - t: .. . 1? 1. `�, I 3 __ 1 _ r %( l 3r _ ......__.. I �';, ?: ;1111. �;..,._:. .. ,r..: _- 1 _-:::..._t_ .,_ . ,. 1111.. 1111 {�" I .. . 1111, ,. s-1111. f.._.,;t.._ ."I - JOINTS AND NOT TO EXCEED 10'-O' MAXIMUM. EXPAN- .. ,,, t j.xx 'S' i . .:::_.� 1111,:.. i t REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY 1 ii { i( V p Is } I I EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS 4 [[ f j! } � ti I j ... i I 99 S i 1 I i , } f i' I n THE CURBS ARE POURED. EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT 12, l �a -r i+ . ) S `) .. Z { ' ! ! t 1 , , )... �. L .,_..i.- I -1111. _. S .. ... , 1111 s _ r - . , ( i / , t ,r. ,, ,. y d t F t .:Y I t f tf f i i , , y _, ....� k _. .. t s - - .. 1 '..-I . f,!._ ., 1111 R f ,«jr tt�3y _ ,. I { . 4 1111, .-. 1 h ` i tk ,tt I i! 2 Z ,,v:, f ..,. er ii 2' lt! `r,p ' .. it.e - Cs ,.> Ja i :, _.}±et,.._.1.t_ .. 1111 i _,,,h `: , ;.. _._ _ '? .0 i 1 Y i ,, ' t` I f r y t I k / / f 1 xi ,� e isn i !� ;�_,_ .. 1111 � l x i „,. 1 :. f "hy f.,_ 111:;1 g - ;� I m !.. ._. ._. ... 1111. 1111 t 1111. ,. ( _. „1111 , s' ' { y ":, i } tea,. +6 w,.t,. )_.. p ' 1 6 i i t r : Ss.S y.,, - 3 - f -!I, tp' - p t ' 4 t' M. , <, : ' !., , :, _ . r� i. .>, I 8 ,. S t s 1111; I_,.-,�,,,: .7, t,; 3. _ 3% .,, s_� .a 111,1.. .., .. :4._ _. .e.. 1;111- , ,. 1 1111 - 4'ti akm " �,. r! , y f }_ _,..,,,, ,M 1111,..: ,,. , �..._ . _ _ ... 1111. t `"�n ?..�)..._ -_ i t s 1' I ,r , 3 `' i a f' I ,i ..tee . _ .. ,. .., :..`.i ,. _ __ _ _« �_..._.,. __,._._ .�, ._.__� ._ r 1111.. _w. _ _ . i, f , , ' f d< i - 1111. ,„ , i ,' 1! .z s 1 111_.. .. ; , i, t,.'- i >`/ " '' �« t 8 BRICK PLANTER, SEE DETAIL 21 /C800 s F l { .. i.._ S I > i 4 r_' r i 1111 ._, lri ,. _. 1111... ._--. _ ,_:, t .. 1'111 S �,.. .y";-. , 1111,..^ •' ,.-.., 1 111_ t . .. i !_ 11`11. .. . > ! ... _. .. . 11}11 .. -.. _ c. _ ..o I _ ._, _..._,,... 1111.. 1111.- -. _. .. 1111, ,_ . ... ... E.. , -1 111. u....0 cx,, .�._... _,.v t...,.,..<.._n..,.s... . ,., ... �,,. , , , 19 STAMPED ,a. -� I I ;� � I :f +I t, ,_�. , Q CONCRETE WALK SEE ENLARGEMENT PLAN 22/C800 . 1 L Y. _. ,«. ,.,-. ,,,S F .� 3 .-, , i r ,. ..:: 1111. _ ,; #' t. , ;, ; 111 ..�. r `.�d, ...R.- _ «, .. r R s. .... Y..._ j.... t { i .Cif _ I .a, s . .1 ,,....... j , a. ., r , . _z. . , - .,:. „, ;:; , a v -'1 k`..._... .. 1111_ .x. _ .�;..,z, .:':__.....� ... 1111 r. - - ., t Iv,... _ - , :. r , .._ 3 .t .J , ..: ,....... 1111 ....,,.. ... ,. :,r -Z i. t ., c. }}{f ,:. ,:, 1111.. _., > .'. 1111 C I ",1 iti 1q t..,.ia ;J-., s .r t. . ,l .i;_s� 1111...,.. a... i._. . , .. ..;�- " 'a ,` .I. ..._.__, 11 1 1111«.11_11 1. i a, -, ..- .x .; ^ ::1111 . , - ._L.: l _. I 7 , ,r ;y ,.r . .,"., Nt ...v .:.! I 1111._ .�.. '_.. _$. , ,. ,: :-.. .,..._.»,. --. ., 1111: ...r. ... .xv. - - S . I 4 M :111::1 r -t«.. i „< a, f i ,r,. , t - ! ! 1'111 ,, ;< 'a . 9;.. (. .a , } ,.._,.,,.... f ._.✓` 1,_. s .,,.r S . 1111. , , .. . ,. 1111 , . , .. .. I _ t.... , r ` ,x- 1111 , ! iL .. "v. r .,_ .,, , , j I f« f , _ f z �._I ,s'i i= 31 u 1 I r ,, _, s k . , .. - .! z 4 I :r. .. i i v ;.' _ . 1111,_<,.. ' '_ .. ., .. ,. ._.: s ,�..:: M,: . , 1111. 1111;. e. .,-. . , CONSTRUCTION x-~ ..,i ! i F _ . ,, ... r i .'r I D d 1 f �I2' LIMIT LIN E 13 12 t--... 1111. _.,_W._ , , 1111_ t .. . ... , .. , 2' :1111 { 111:1.. 1111 F� �, 38 - I ; . ,., ,_ , , 1 , C . I 1111. r. 2_ .. 1111 r.. y ., __. _ , __ 1111_ ... - 1 f F L. 1111.., C..,._., _,.,e_. _ _ t _ r}` ,, r ! .`i. (,. . ,. t „ . a ,. ;, : i- 1111. .,. - .� , L , ,. _, 1111 ... _ 19 , . 11«11.. .,; -.! -.t.„ .o: - 1 s t - i 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 19. REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON 28• I 1111 -.__. T ` PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL , ! THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER- {j f MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT t SCAPE PLAN AND OR EROSION CONTROL PLAN FOR z ,, ,; y :1111. ,r _._.,a �..� �� I I 1l ',, f MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. 12 2' IALS. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, t31 HANDICAP RAMP TYPE 5, SEE DETAIL 26/C800 EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE :. DIRECTION AND VERIFICATION. 2v 18 AND SPECIFICATIONS FOR THE APPROVED MATERIALS. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- NEAT AND TRUE TO UNE. REMOVE ALL NON-ORGANIC EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH ,�..,.. ._. 1 1111,., t ,..,,.r,..,.._1 1111 ,s-:-,.�. , t .., r i f 1111... t . i *-� t x\ , i >_i 4 1111, _ . 1111 , , 35 TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR e .. f a t .. MATERIAL THAT WOULD INTERFERE WITH PROPOSED PLANT , A TACT COAT MATERIAL BEFORE THE NEW ASPHALT IS 2. �w c ._ ;. ,, AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, t MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PLANTED ..r .,.., INSTALLED. I OUT PONDING WATER. THE PAVING CONTRACTOR SHALL t -I . � .:> _ ..'i 7 1': . . int.. .f. _, { ., 1111 :E t t }. ,, ,_ ._i L .. ,. .''+ a . AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. i ? WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL. 19 i �-SEE ELARGEMENT REMOVE EXISTING LIGHT POLE AND PROTECT FROM DAMAGE. if - ='I- , IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY RELOCATE TO NEW BASE AS SHOWN. SEE BASE DETAIL. 1. { ,` 29. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE 18 FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND 8. i ,._. f .) ,.. , .: a .. f 1111 ::. ._.,.._...-1111,:{„ 1111 I -:: ........,._. , �_. ... ,. .. .. 1111.,_ : .�.... 1111 1111 __..,... , _v.. _. ,...._... .. �_ _ r.^ t SIZED TO MATCH EXISTING AND REPLACE ENTIRE LENGTH TO r./^, ,,._1 '. r....., 1111..,- ,, ,, ...r., ^1111.` . - - 1111' ( 1111.. ;' }w.. i .. �,.., t , d i _., S '4,'• SEE DETAIL 01/200. (..; I I ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE .. _ 1 �� �� : < ; If , . �,. _, t. �i f I i f �� i -,h> , f �I 2,. I`., PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE 4 ,_ 3. ;p .� .f i! I .t t. 1 Y • t I i' t7` d P a ! t j. @ 1 ., i y 1 _ ,I Z,. ' 9l "^ y" 1111.,. i '7 ' i ,t i 1111 t 1111 _, . , . t , . _. . , , , . , 1111 .e .. _, _,r .. f_ ...a .. z._ ,.+_, ^ <..! _„ _. ._, , :: , 7 C..,.:_. '. . --..w:: A 1111. f 7 Fi y� i COUNTY, CITY OR LOCAL AGENCIES. .Y f R' TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION r -:.a.,r__,..-y:. .t..._„ .. ... 1111._»..-:'. t p T .. t�.::..._ .. tt, : ... ...v. 1111. I t ..:: A,..:�:.: i 1111.{i __ ti t OR DURING THE SCHEDULED PAVING. )3 ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES �...., 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT .., POLE _ F 4 i ..._.,.,� :.. ` ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE } t ", t i ;, a 111.1 i 1--. 21. ALL STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS jf S t 1 L f_._._ i CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS t .I ,. ,: _- .. 1,-'_. } , I Cr.; I 1 t ,' k I ...1111 .I . i r, a i t 4; I f x f } I , p.v..,.. t it i SPECIFICATIONS. HANICAP STRIPE ARE BLUE, r 4} ,� : ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD ,._ r ,4.. r, . 1 ° , 1111... t. .... .,. ._. _. _. _ y �. , , . , -11 -I I-i1�=1i I- I H I1=1 I I i=11( TTI -I =1 1T1�I[= -llI II--11iL- Ill- �ilflu ffl-If IIIIII I 111 III L11111-111, _>�-�i=ice- r - -II u. ,,, .n. 1111 ,. ,. , 1111 i ., �l i 1111._. T "^ 31. REMOVAL OF THE EXISTING ASPHALT PAVEMENT INDICATED _.. _. _ _ <_ _ . IMMEDIATELY FOR INSTRUCTIONS. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE _.' ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO r cD _.a; _ i; I , I �� ->i f ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE 1-, EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL _.:__ __.____�_ _ 1 = NEW CONC. CURB & GUTTER 11 4. 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 19. REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON 28• ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- I I I s I, .. , i J i w. _. PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL , TO BARE ALL EXPENSES TO REMOVE, RELOCATE AND OR THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER- 9 . ,; s , , MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT SCAPE PLAN AND OR EROSION CONTROL PLAN FOR z SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS ,; y :1111. ,r _._.,a �..� �� I I 1l ',, f MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. 12 2' IALS. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, t31 HANDICAP RAMP TYPE 5, SEE DETAIL 26/C800 EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE :. DIRECTION AND VERIFICATION. 2v 18 AND SPECIFICATIONS FOR THE APPROVED MATERIALS. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- NEAT AND TRUE TO UNE. REMOVE ALL NON-ORGANIC EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH ,�..,.. ._. 1 1111,., t ,..,,.r,..,.._1 1111 ,s-:-,.�. , t .., r i f 1111... t . i *-� t x\ , i >_i 4 1111, _ . 1111 , , 35 TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR e .. f a t .. MATERIAL THAT WOULD INTERFERE WITH PROPOSED PLANT t._ 1111_ , A TACT COAT MATERIAL BEFORE THE NEW ASPHALT IS 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF 1111. . .. AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, t MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PLANTED ..r .,.., INSTALLED. I - OUT PONDING WATER. THE PAVING CONTRACTOR SHALL t -I PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. � .:> _ ..'i 7 1': . . int.. .f. _, { ., 1111 :E t t }. ,, ,_ ._i L .. ,. .''+ a . AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. i ? WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL. 19 i �-SEE ELARGEMENT REMOVE EXISTING LIGHT POLE AND PROTECT FROM DAMAGE. TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY - ='I- ; I PLAN IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY RELOCATE TO NEW BASE AS SHOWN. SEE BASE DETAIL. 1. { ,` 29. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE 18 FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW 36 TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED 20. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS NEW POLE BASE LOCATION. PROVIDE NEW CIRCUIT CONDUCTORS CURB SHALL NOT EXCEED A SLOPE OF 1 " IN 12" LONG - MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. SIZED TO MATCH EXISTING AND REPLACE ENTIRE LENGTH TO AND HOW IT MAY EFFECT THIS PROJECT AND IT'S ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- ITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ADJACENT POLES AND OR CIRCUIT SOURCE AND RECONNECT. / OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE 3 OWNER AS TO THEIR FUTURE RESPONSIBILITIES. SEE DETAIL 01/200. MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE IF NECESSARY. 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE FURTHER DIRECTION. PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE I`., PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR DETAILS FOR SPECIFICATIONS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN ® INTERGAL CURB & WALK SEE DETAIL 07/C800 DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- , , _, ., , �4 I PRECAUTIONARY STEPS MUST BE TAKEN DURING THE TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL i 1111 t 1111 _, . , . t , . _. . , , , . , 1111 .e .. _, _,r .. f_ ...a .. z._ ,.+_, ^ <..! _„ _. ._, STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH _ ., ... _ „ -. ,,. <_..„4_, _. 1111.. v' . -. _,_ COUNTY, CITY OR LOCAL AGENCIES. TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION 30. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE DAMAGE. .,, 1 ,. ., .d"., 1111. ,. __,. . .. OR DURING THE SCHEDULED PAVING. ON THE PLANS. THE MATERIALS REMOVED FROM THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT .., POLE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST HANDHOLE EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE 21. ALL STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN #6 AWG GROUND WIRE OTHERWISE NOTED ON THE PLANS, DETAILS, OR IN THE LOCAL LAWS AND ORDINANCE. SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC SPECIFICATIONS. HANICAP STRIPE ARE BLUE, r ! ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD REQUIREMENTS, WHICHEVER HAS JURISDICTION. FINISH GRADE-� OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS OR SEE APPROPRIATE DETAIL. , . , -11 -I I-i1�=1i I- I H I1=1 I I i=11( TTI -I =1 1T1�I[= -llI II--11iL- Ill- �ilflu ffl-If IIIIII I 111 III L11111-111, _>�-�i=ice- r - -II CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E ,. , SIDEWAL_KS. THE CONTRACTOR MUST CLEAN OR PICK UP 31. REMOVAL OF THE EXISTING ASPHALT PAVEMENT INDICATED _.. _. _ _ <_ _ . IMMEDIATELY FOR INSTRUCTIONS. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE 22. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO r cD IN THE PROPOSED PAVED AREAS SHALL INCLUDE ALL ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL _.:__ __.____�_ _ 1 = NEW CONC. CURB & GUTTER AGGREGATE BASE MATERIALS. SAW CUT AREAS CLEAN, 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING P o PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, SCHEDULE. WATER MAY BE USED AS A REDUCER. JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER. cD NEAT AND TRUE TO LINE SO NO CHIPPING OR BREAKING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR MAIl80XES, SIGNS, POWER POLES ETC., TO REMAIN AND - _ = EXISTING CONC. CURB & GUTTER EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM OF THE EXISTING PAVEMENT OCCURS. CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON _., 1 _, = NEW CONC. CURB ° LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, = EXISTING CONC. CURB SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE ' PLANS. 32. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO 8-#8 VERT. BARS W/ THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. #3 TIES ® 16 O.C. IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR THE LOCATION AND SIZE OF THESE UTILITIES MAYBE 23. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL 24" SQUARE PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS APPROXIMATE. THIS INFORMATION WAS GATHERED OR JOINTS AND NOT TO EXCEED 10'-O' MAXIMUM. EXPAN- N RI AREA IF AN EXISTING IRRIGATION SYSTEMS PRESENT UTILITY LOCATION COMPANY PRIOR TO THE START OF REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY SION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM. CON - AND WILL AFFECTED THE NEW CONSTRUCTION, EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS OR LOCAL AGENCIES. NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO BY THE UTILITY CONTRACTOR OR CONTRACTORS OR FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION THE CURBS ARE POURED. EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT 12, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR HAS JURISDICTION SO NOT TO CAUSE DAMAGE. TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY 24• ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS 25. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING BEFORE CONSTRUCTION IS TO START TO VERIFY ANY PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- THAT SEEDED AREA THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- UNLESS OTHERWISE NOTED. WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE CATIONS. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. HIMSELF WITH THE SOIL CONDITIONS. 26. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 33. PROTECT EXISTING CITY LIGHTS POLES AND COMMUNCATIONS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, LINES DURING CONSTRUCTIONS. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO - 27• PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING TO EXISTING AREAS AS NECESSARY. THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. I".I, ,....... ...-1111: I ,.. 1 1111,,.; 3 �:v,, f i ..:: .., e-- ._ 1111"., -1, ! �.__ •�.,.. '.. Y'r� i _ `i�£� ...a.,L'= i ,'. .....-_' ._. { ., 1111.. ,t ' 18 Q :: .l . 1... s ..t . , ,. , :.. .. , . , v t - -. 1111 ... .. .. E t t r.., r9... i � �a TYP 37 4 1 ice.,, _t. . .BE. .t` ,. I I I s I, .. , i J i w. _. ,- ! x , V _ .. ,. ., s i 9 . ,; s , , , , z , ,. . ` ,; y :1111. ,r _._.,a �..� �� I I 1l ',, f # . 13' 2' 12 2' -� t31 HANDICAP RAMP TYPE 5, SEE DETAIL 26/C800 "n + i t `t . t :. " 2v 18 W t- 4 y '.:: r I ::. { .. ,�..,.. ._. 1 1111,., t ,..,,.r,..,.._1 1111 ,s-:-,.�. , t .., r i f 1111... t . i *-� t x\ , i >_i 4 1111, _ . 1111 , , 35 e .. f a t .. ;1 t ,.,.......�_._ ... ..-s..e.... t 'l i t._ 1111_ , ,. ,. I Q �,., , .C. ,. .1: , . .. ., I t I �,. i 1111. . .. t X ..r .,.., 1111...- 1111. ._. - -^-I' ., i + 71 a , , b ° f �...., I - t -I � .:> _ ..'i 7 1': . . int.. .f. _, { ., 1111 :E t t }. ,, ,_ ._i L .. ,. .''+ a . ��: _w�_.__- _ _, __ __, .__ , i ? 19 i �-SEE ELARGEMENT REMOVE EXISTING LIGHT POLE AND PROTECT FROM DAMAGE. ` ��.`; . _,.....,e.._ 1111 - ='I- ; I PLAN ON C800 RELOCATE TO NEW BASE AS SHOWN. SEE BASE DETAIL. 1. { ,` $' 18 INTERCEPT EXISTING LIGHTING CONDUITS AND EXTEND TO ----� 7 36 _ J NEW POLE BASE LOCATION. PROVIDE NEW CIRCUIT CONDUCTORS i ; SIZED TO MATCH EXISTING AND REPLACE ENTIRE LENGTH TO '- _ _r -T. - " - � i! I,, �- O ADJACENT POLES AND OR CIRCUIT SOURCE AND RECONNECT. / S' _ 3 SEE DETAIL 01/200. RELOCATED FIRE HYDRANT SEE UTILITY PLAN FOR FURTHER FURTHER DIRECTION. I`., © BENCHES BY OTHER (COORDINATE WITH OWNER TO - MATCH EXISTING BENCHES IN FRONT OF SHARIPO DELI) , ( I ® INTERGAL CURB & WALK SEE DETAIL 07/C800 , , _, ., , �4 I i 1111 t 1111 _, . , . t , . _. . , , , . , 1111 .e .. _, _,r .. f_ ...a .. z._ ,.+_, ^ <..! _„ _. ._, _ ., ... _ „ -. ,,. <_..„4_, _. 1111.. v' . -. _,_ .,, 1 ,. ., .d"., 1111. ,. __,. . .. DECORATIVE BASE COVER .., POLE HANDHOLE ' _ . v. _ .I.,_.. 'i_ ... - #6 AWG GROUND WIRE . r ! FINISH GRADE-� i i , . , -11 -I I-i1�=1i I- I H I1=1 I I i=11( TTI -I =1 1T1�I[= -llI II--11iL- Ill- �ilflu ffl-If IIIIII I 111 III L11111-111, _>�-�i=ice- r - -II ° B LTOR ,. , II I illTlll�l-I1�111 "lI Ill ISI _.. _. _ _ <_ _ . ° e - LEGEND: . r cD 3 4"x10FT. COPPER _.:__ __.____�_ _ 1 = NEW CONC. CURB & GUTTER CLAD GROUND ROD P o TO 6" BELOW GRADE cD WITH EXOTHERMIC - _ = EXISTING CONC. CURB & GUTTER WELD e _., 1 _, = NEW CONC. CURB ° = EXISTING CONC. CURB ' CONDUIT 8-#8 VERT. BARS W/ o - - = R.O.W LINE #3 TIES ® 16 O.C. I = CONSTRUCTION LIMITS 24" SQUARE LIGHT POLE BASE NO SCALE HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSDE OF NDIANA /= �s 01 � .:I • 1; CSO C S H N E KEL SHUL TZ 280 Feast 96th S Suite 200 In ' lis IN 46 �, 240 d�anspo , T 317.848. 7800 F 317.5 4. 7 0957 www.csoincn t e WoJech CARMEL CITY PARCEL X66 �� PHASE II CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project In terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanlcol and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE LAYOUT PLAN Revisions: Issue Date Drawn By Checked By 11/03/06 KRS RRO Certified By: �� q� i VQ' AR 00880145 -< OF A Ni �t'CG �� r Drawing Number: C200 project Number: 26232 IIIIz IItIIIIIIltIIIIIIJ III(4 31, IL1 II j, 11,1, ;'4 iV )7� I�V, jZI IIIttitf7 —CONSTRUCTION IIIIILIMIT LINE j IIIIiIIIIItIIIIIItIIIIIIIIII839 6 FV IIIII�LA 0.50± IIM E L itI. ......... . I839 .62 FV IIIFV IitII_v I839.88 FV IIIIIIIIIV, FV IIIIIItIIIIII.. ....... .... II839, 8 FV IA I0.50± IM E It IIIII GRADING/DRAINAGE NOTES: 1 . ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT 1749.50 FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND— 4- E_M7E__K' PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. F.F.E. EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE INV. SCAPE PLAN AND OR EROSION CONTROL PLAN FOR STORM SEWER INLET MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN DIRECTION AND VERIFICATION. 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS OR 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH— SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP OUT PONDING WATER. THE PAVING CONTRACTOR SHALL 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER SCHEDULE. WATER MAY BE USED AS A REDUCER. MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION PRECAUTIONARY STEPS MUST BE TAKEN DURING THE OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE NECESSARY. DAMAGE. SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST THE LOCATION AND SIZE OF THESE UTILITIES MAYBE ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON— CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS APPROXIMATE. THIS INFORMATION WAS GATHERED OR STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE OF THE FEDERAL, STATE, COUNTY, C11Y OR LOCAL SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE REQUIREMENTS, WHICHEVER HAS JURISDICTION. NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP— PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS IMMEDIATELY FOR INSTRUCTIONS. DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, THAT SEEDED AREA. RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS HIMSELF WITH THE SOIL CONDITIONS. CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL OR LOCAL AGENCIES. 19. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS— OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON— ELEVATION. OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY UTILITY LOCATION COMPANY PRIOR TO THE START OF OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED 20. NO GRADING, EXCAVATION OR STOCKPILING SHALL OCCUR EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON— WITHIN THE AREA MARKED AS A FLOODWAY. BY THE UTILITY CONTRACTOR OR CONTRACTORS OR TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED 21. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN— IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI— PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL CATIONS. AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, BEFORE CONSTRUCTION IS TO START TO VERIFY ANY TO BARE ALL EXPENSES TO REMOVE, RELOCATE AND OR IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI— MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON— EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, EXCAVATION. AND HOW IT MAY EFFECT THIS PROJECT AND IT'S WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM— PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN AND SPECIFICATIONS FOR THE APPROVED MATERIALS. TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. GRADING & DRAINAGE PLAN SCALE: in 30, 01i 1 5' 30' 60' U Liii-i Liiiii SCALE: 1 30' NORTH PLAN NOTES HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUT31DE OF KCMA 280 East 96th Stxfet� Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoincnet Project CARMEL CITY PARCEL #66 PHASE 11 CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the mcjor architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily rdicate a, des—be .11 work required for full performance and completion of the requirements of the Contract On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper e�ec If ion and completion of the work. 11 Drawing Title: I G -R -A -DING & DRAINAGE PLAN Revisions: EXISTING INDEX CONTOUR Drawn By KRS PROPOSED SPOT ELEVATION P -5-676-N — + 1749.50 TOP AND BOTTOM OF CURB ELEVATION 4- E_M7E__K' MATCH EXISTING GRADE F.F.E. FINISH FLOOR ELEVATION INV. INVERT ELEVATION STORM SEWER INLET STORM SEWER MANHOLE CONSTRUCTION LIMITS PLAN NOTES HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUT31DE OF KCMA 280 East 96th Stxfet� Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoincnet Project CARMEL CITY PARCEL #66 PHASE 11 CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the mcjor architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily rdicate a, des—be .11 work required for full performance and completion of the requirements of the Contract On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper e�ec If ion and completion of the work. 11 Drawing Title: I G -R -A -DING & DRAINAGE PLAN Revisions: Catified By. k T AR 00880145 OF I A Drawing Number: C300 Project Number: 26232 Issue Date 11/03/06 Drawn By KRS Checked By RRO Catified By. k T AR 00880145 OF I A Drawing Number: C300 Project Number: 26232 Drawing Number: C300 Project Number: 26232 EROSION CONTROL NOTES: 1 ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS, SPECIFICATIONS AND PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, RIGHT OF WAY EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL TERRAIN. THE CONTRACTOR SHALL PRESERVE THE NATURAL VEGETATION AS MUCH AS POSSIBLE. REMAI I URIN THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE .... . ........ MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE ROSION AND SEDIMENT CONTROL DEVICES. NECESSARY . . ...... .. REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, .... . .... ... D AREAS. IF THE CONTRACT IS GIVEN �7 ...... TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE . .. ...... ... f4. FINAL OR TEMPORARY SEEDING AND OR SODDING MUST BE DONE IMMEDIATELY AS DIRECTED BY THE LANDSCAPE PLAN, EROSION CONTROL PLAN AND OR GRADING/DRAINAGE PLAN. 5. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATED ON PLANS. IF LOCAL t4 ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. 6. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR CONSTRUCTION .... ...... tLIMIT LINE SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND 7. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS RAW SPREAD UNIFORMLY AT THE RATE OF TWO TONS PER ACRE OR 100 POUNDS PER 1,000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED 75 WITH A DISC -TYPE ANCHORING TOOL AND OR APPROVED TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH 7 (HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL THE LOCAL OR CITY REQUIREMENTS. ..... ...... 839.62 FV 8. PROVIDE PAVEMENT UNDERDRAINS AS INDICATED ON PLANS. INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4" FO.50± PLASTIC PIPE PER THE LENGTH M E INDICATED ON PLANS. SLOPE PIPE AND TRENCH AT SAME E. UNDERDRAIN PIPES SHALL BE F839.621 FV PROTECTED FROM DAMAGE DURING CONSTRUCTION BEFORE THE PAVEMENT IS INSTALLED. FV F839,88 t9. PIPE LENGTH INDICATED ARE FOR HYDRAULIC PURPOSES R SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALL- ATION AS SHOWN. 83 .88 FV 10. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND - F839.90] FV SCAPE PLAN AND EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSTALLATION SEQUENCE LEGEND -PROPOSED 7 IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS 87 PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION 9.88 I-V 1. INSTALL INLET PROTECTION TO EXISTING S1 RUCTURES. AP AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT CONSTRUCTION LIMITS AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, 2. FINAL GRADING SIDEWALK INSTALLED. ---------------- - 0.501 t- - ------ IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE 3. REMOVE TEMPORARY SEDIMENT CONTROL MEASURES M E AFTER PROJECT IS COMPLETE. EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. IPP' F FABRIC DROP I LET PROTECTION, SEE A400 .......... EROSION CONTROL P1 AN MLU/Hl(;H C' 3 IHAILIL 1 1/2' 1 1/2' mow CAME A B X X X 1 STAPLE PER PER So. Y" STgLES YD. 2 1 3:1 -4 X x -t X X 3 - X� X X X X 4A _4 X x X X X EROSION CONTROL D EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE C SCALE: 1 30' WEEKLY OR AFTER STORM EVENTS AS NEEDED C STRAW BALE AP SAND BAG INLET PROTECTION 0. 15' 30' 60' B C REMOVAL OF AFTER PAVEMENT, A AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF SEE DETAIL 08/C40O U 77777777� AFTER UPSTREAM LOTS ARE STABILIZED FIGURE 5-3 Z SCALE: 1 30' NORTH IMMEDIATELY. STORAGE FORTHE NEXT STORM. AVOID DAMAGING OR MPORARY SEEDING: 3. REMOVE DE [TEE) SEDIMENT WH N IT REACHE LF THE UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL. HE GHT OF TH NCE AT ITS LOWEST POINT OR IS G THE 'G T OF R�I 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN .. .. . ..... 1000 SQ.Fr. ACRE REMARKS C TO B E. I B FABRIC T STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL WHEAT OR Fff 3.5 LBS. 2 BU. COI FIR SEED 1" T077 EP A/2- DE 4. TAKE TO AVOID UNDERMINING THE FENCE DU I EAN CONSTRUCITON MATERIAL AND SEDIMENT, GRADE THE AREA TO THE CHISEL PERFO E 3/16' SLOTS 2.3 LOS. 3 BU* COVER SEED TO 1" Dpqk OUT. ELEVATION OF THE TOP OF THE INLET, THEN STABILIZE. ANNUAL AWGRARS C. 0 4" D.C. AROUND AND ATION. 5. AFT" HE CONTRIBUTING AREA HAS BEEN STABIL11 RE 5 3' DIAMETER It NoOrCESSARY WHERE MULCH IS APPLIED. TO G E, AND STABILIZE. CAP INLET PROTECTION MLU/Hl(;H C' 3 IHAILIL 1 1/2' 1 1/2' mow CAME A B X X X 1 STAPLE PER PER So. Y" STgLES YD. 2 1 3:1 -4 X x -t X X 3 - X� X X X X 4A _4 X x X X X C 1) - - - X-1 X X X X ; I- - SLOPE LENGTH 2 ER 31 �rLES PER SQ. EROSION OL BLANKET MAINTENANCE I CTIONS: 1. D VEGETATIVE ESTABLISHMENT, INSPEC R STORM FOR ANY EROSION BELOW THE BLANKET. ANY AREA SHOWS EROSION, PULL BACK THAT ON OF BLANKET COVERING IT, ADD SOIL, RE -SEED THE AR NO E -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED PERIODICALLY. EROSION CONTROL BLANKET STAPLE PATTERN rO6 NTS _A,�4�00 GAPS BETWEEN BAGS ACTS AS SPILLWAY ALL PAVED AREA INLETS SHALL BE PROTECTED WITH SANDBAGS UNTIL VEGETATION IS SECURE INLET PROTECTION DETAIL AFTER PAVEMENT PLACEMEIIIIIll NTS ", ('41 2" TO 3" COURSE AGGREGATE 6" MIN. GEOTEXT1L,JfMBRIC TO-/ STAB11LIZJ UNDATION TEM ARY GRAVEL CO RUCTION ENTI d 0 4- ,,-EXISTING 12 INCH CMP PIPE 6* CONC. WE 4' # 53 STONE INLET OTECTION DETA DRY SIN PIPE OUTLET _r0_9 NTS AV 40 2X2 WOOD STAKE STRAW BALE-\ FLOW -GRATE ffin '941WAW SALES T STAKED -2 STAKES BALE MIN BALES PER STRUCTURE W/Wl SE ON PLAN MAINTENANCE INSTRUCTIONS: 1. INSPECT THE FABRIC IER STORM EVENTS. AND MAKE NEEDED REPAIRS IATELY. 2. REMOVE SEDIMENT THE POOL TO PROVIDE STORAGE FOR THE N STORM. AVOID ING OR UNDERCUTTINGTHE C DURING SEDIM OVAL. 3. WHEN THE C BUTING DRAINAGE AREA BEEN STABILIZED, REM AND PROPERLY DISPOSE OF CONSTRUCITON IAL AND SEDIMENT, GRADE TH EATO THE ELEVATION OF TOP OF THE INLET, THEN STABILI STRA ALE INLE ROTECTION '11-19 EROSION CONTROL D EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE C EXISTING INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED C STRAW BALE B WEEKLY OR AFTER STORM EVENTS AS NEEDED C STONE FILTER INLET PROTECTION B C REMOVAL OF STRAW BALE INLET PROTECTION A AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF A VERIFY THIS IS NO LONGER REQUIRED C 1) - - - X-1 X X X X ; I- - SLOPE LENGTH 2 ER 31 �rLES PER SQ. EROSION OL BLANKET MAINTENANCE I CTIONS: 1. D VEGETATIVE ESTABLISHMENT, INSPEC R STORM FOR ANY EROSION BELOW THE BLANKET. ANY AREA SHOWS EROSION, PULL BACK THAT ON OF BLANKET COVERING IT, ADD SOIL, RE -SEED THE AR NO E -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED PERIODICALLY. EROSION CONTROL BLANKET STAPLE PATTERN rO6 NTS _A,�4�00 GAPS BETWEEN BAGS ACTS AS SPILLWAY ALL PAVED AREA INLETS SHALL BE PROTECTED WITH SANDBAGS UNTIL VEGETATION IS SECURE INLET PROTECTION DETAIL AFTER PAVEMENT PLACEMEIIIIIll NTS ", ('41 2" TO 3" COURSE AGGREGATE 6" MIN. GEOTEXT1L,JfMBRIC TO-/ STAB11LIZJ UNDATION TEM ARY GRAVEL CO RUCTION ENTI d 0 4- ,,-EXISTING 12 INCH CMP PIPE 6* CONC. WE 4' # 53 STONE INLET OTECTION DETA DRY SIN PIPE OUTLET _r0_9 NTS AV 40 2X2 WOOD STAKE STRAW BALE-\ FLOW -GRATE ffin '941WAW SALES T STAKED -2 STAKES BALE MIN BALES PER STRUCTURE W/Wl SE ON PLAN MAINTENANCE INSTRUCTIONS: 1. INSPECT THE FABRIC IER STORM EVENTS. AND MAKE NEEDED REPAIRS IATELY. 2. REMOVE SEDIMENT THE POOL TO PROVIDE STORAGE FOR THE N STORM. AVOID ING OR UNDERCUTTINGTHE C DURING SEDIM OVAL. 3. WHEN THE C BUTING DRAINAGE AREA BEEN STABILIZED, REM AND PROPERLY DISPOSE OF CONSTRUCITON IAL AND SEDIMENT, GRADE TH EATO THE ELEVATION OF TOP OF THE INLET, THEN STABILI STRA ALE INLE ROTECTION '11-19 SURFACE RUNOFF T-----ST0RM INLET PLAN 2* x 4" WOOD FRMAME GEOTEXTILE FILTER FABRIC --- V-16' (MAX) I " , 6 :11:1111URNIII MOMMMIZE MENEEME MENEVA ME PERMANENT S-0' (MAX�Wl NON -IRRIGATED - IRRIGATED 10W. -I 0, NO VON VON IN IN N T'___ -STORM INLET DORMAT SEEDING** COMPACTED FILL I I /1'� 1 4 /�'V nA' FABRIC DOWN ACCUMU SILT cur NUOUS TRENCH, 6 - TO EEP &INSERT LOOSE E F FABRIC, BACKFILL EXCAVATED MATERIAL & MPACT 2"X 2*X 36* LONG HARDWOOD STAKES W/ ONE END SHAPPENED &SPACED 5'-0" O.C. -k1PW,-r N�_ LLEVATION Typ EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION/REMOVAL SEQUENCE EXISTING INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING STONE FILTER INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER PAVING REMOVAL OF STRAW BALE INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF STONE FILTER INLET PROTECTION. VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM LOTS ARE STABILIZED FIGURE 5-3 WAY BECOMES INEFA IVE, REPLACE A PORTION 2. REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE SURFACE RUNOFF T-----ST0RM INLET PLAN 2* x 4" WOOD FRMAME GEOTEXTILE FILTER FABRIC --- V-16' (MAX) I " , 6 :11:1111URNIII MOMMMIZE MENEEME MENEVA ME PERMANENT S-0' (MAX�Wl NON -IRRIGATED - IRRIGATED 10W. -I 0, NO VON VON IN IN N T'___ -STORM INLET DORMAT SEEDING** COMPACTED FILL I I /1'� 1 4 /�'V nA' FABRIC DOWN ACCUMU SILT cur NUOUS TRENCH, 6 - TO EEP &INSERT LOOSE E F FABRIC, BACKFILL EXCAVATED MATERIAL & MPACT 2"X 2*X 36* LONG HARDWOOD STAKES W/ ONE END SHAPPENED &SPACED 5'-0" O.C. -k1PW,-r N�_ LLEVATION Typ mma IIfKTU'A DURING THIS PERIOD. TO CONTROL EROS[ TIM Issue Date Drawn By ER THAN IN THE SHADED AREAS, I ISE H. MAINTENANCE INSTRUCTION KRS RRO MMER SEEDI ES MAY BE EXTENDED 5 DAYS MAINTENANCE INSTRUCTIONS: IF H IS APPIIFD- 1. INSPECT THE SILT E PERIODICAL D AFTER EACH EASE SEEDING APPU BY 50%. STORM EVENT. 1. INSPECT THE FABRIC BARRIER AFrER STORM EVENTS, AND 2. IF FENCE FABRI IRS, STARTS TO DEC SE, OR IN ANY 'HE MAKE NEEDED REPAIRS IMMEDIATELY. FIGURE 5-3 WAY BECOMES INEFA IVE, REPLACE A PORTION 2. REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE IMMEDIATELY. STORAGE FORTHE NEXT STORM. AVOID DAMAGING OR MPORARY SEEDING: 3. REMOVE DE [TEE) SEDIMENT WH N IT REACHE LF THE UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL. HE GHT OF TH NCE AT ITS LOWEST POINT OR IS G THE 'G T OF R�I 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN KIND OF SEEDAW 1000 SQ.Fr. ACRE REMARKS C TO B E. I B FABRIC T STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL WHEAT OR Fff 3.5 LBS. 2 BU. COI FIR SEED 1" T077 EP A/2- DE 4. TAKE TO AVOID UNDERMINING THE FENCE DU I EAN CONSTRUCITON MATERIAL AND SEDIMENT, GRADE THE AREA TO THE SPRING OOF 2.3 LOS. 3 BU* COVER SEED TO 1" Dpqk OUT. ELEVATION OF THE TOP OF THE INLET, THEN STABILIZE. ANNUAL AWGRARS I Ill 40 LBS. COVER 5. AFT" HE CONTRIBUTING AREA HAS BEEN STABIL11 RE THE F AND SEDIMENT DEPOSITS, BRING THE DIST AR NoOrCESSARY WHERE MULCH IS APPLIED. TO G E, AND STABILIZE. FABRIC DROP INLET PROTECTION SEEDING SCHEDULE rO2 SILT FENCE DETAIL 01 NTS NTS _\240�C __,j NTS \C400 I HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS Ol OF INDANA CSO SCHENKEL SHULTZ 280 East 96th Snvot, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoincmet � Project CARMEL CITY PARCEL #66 PHASE 11 CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These dro.ings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechonica� and electrical systems The drawings do not necesoarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work, Drawing Title: EROSION D CONTIXOL PLAN Revisions: Certified By: T AR 00880145 OF A 1� I I Drawing Number: C400 Project Number: 26232 Issue Date Drawn By Chocked By 11/03/06 KRS RRO Certified By: T AR 00880145 OF A 1� I I Drawing Number: C400 Project Number: 26232 OF A 1� I I Drawing Number: C400 Project Number: 26232 , :'.-t..,.,.�... ......... . ...1.„ ,e .�...�,_. ..,.... ,.. .. 4` i.,_.,_ r ..,__.1....... ...�.. .,, ...tet. ..._ ...T...,„ 4. �......._�_ .�_..., .,_._.-.1, .._< _.,_-.,.. ._.,_.t _.....:. .,. ....,..._..�....�.. �_7..,_-d ___� __... ._�..L,._,. -... s. - ._.....,.._....1�.. LEGEND: TEMPORARY SEEDING DATES: WHEAT OR RYE ■■■��■■■ %i1 ■■ OATS ■��■■■■■■■■ ANNUAL RYEGRASS PERMANENT SEEDING DATES NON -IRRIGATED* IRRIGATED DORMAT SEEDIN( IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL Drawn By EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, 11/03/06 USE MULCH. RRO * LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. BOTANICAL NAME ** INCREASE SEEDING APPLICATION BY 50%. SIZE FIGURE 5-3 TEMPORARY SEEDING: KIND OF SEED 1000 SQ.FT. ACRE REMARKS WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1-1/2" DEEP SPRING OATS 2.3 LBS. 3 BU. COVER SEED TO 1 DEEP ANNUAL RYEGRASS 1 LB. 40 LBS. COVER SEED TO 1/4- DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. SEEDING SCHEDULE O4 NTS C70V LANDSCAPE PLAN /ice SCALE: 1 " = 30' DOUBLE STRAND 12 GA. Drawn By WIRE TWISHED IN RUBBER 11/03/06 HOSE 6" FROM TOP OF RRO STAKES SUITABLE CORD BOTANICAL NAME BANDING SIZE BURLAP OR HEAVY CREPE TREE WRAP NOTES MATERIAL PLACE SOIL BALL, W Z ROOT FLARE OR ROOT CROWN 3" LAYER OF SHEDDED SLIGHTLY HIGHER THAN HARDWOOD MULCH EXISTING GRADE, MOUND INSTALL FERTILIZER SOIL OVER BALL TABLETS OR SPIKES FINAL GRADE EARTH SAUCER 12" -III=III- 12" 1ll� i X111 I I-III_III_ - MIN. �-III=1, IN I I1 NOTE: STAKE & GUY II GINKGO -11 TREES AS SHOWN IF SOIL BACKFILL TO BE 75% MAX SITE CONDITIONS DICTATE TOPSOIL & 25% PEAT MALE VARIETY ONLY (TAMPED) AMELANCHIER X GRANDIFLORA REMOVE BINDING EXISTING SUBSOIL OR B COMPACTED BACKFILL TREE PLANTING DETAIL SYR -R o3 NTS 0' 15' 30' 60' U " 1 SCALE: 1 " = 30' 3" LAYER OF SHREDDED HARDWOOD BARK MULCH EARTH SAUCER FIN. GRADE NORTH 2) SYR -R Drawn By PLANTING SCHEDULE 11/03/06 KRS RRO KEY BOTANICAL NAME COMMON NAME SIZE NOTES TREES W Z 4) R J FRA -C LU CIMMARON ASH 3" CAL B a _.. cc 2) SYR -R * = JAPANESE LILAC TO MATCH EXISTING LILAC'S IN FRONT OF SHAPIRO'S DELI TO THE SOUTH OF PROPOSED DEVELOPMENT PLACE SOIL BALL SLIGHTLY HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, RHODODENDRONS & OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEATMOSS 1 " ABOVE 1" LAYER OF SHREDDED FIN. GRADE ;G6ROVER BALL & MULCHFDE HARDWOOD MULCH HEAVILY. INSTALL FERTILIZER TABLETS OR SPIKES EXISTING SOIL OR SOIL BACKFILL TO BE 75% COMPACTED BACKFILL TOPSOIL & 25% PEATMOSS TAMPED TO PREVENT 6" MAX. SETTLEMENT. SHRUB PLANTING DETAIL o2 NTS 4" ;. Iii=— I I�L�LI I-1 I I� I �(-LI7 I I 11=1I I I �I I I_I 11= 11 1TIJ I I TTI 11=1 11-1 1-1 I-1 11-1 11-1 t 1-1 I I I f� I Irl i� I I ,I 111111-1' GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4". A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MIX. INCLUDE FERTILIZER AT APPROVED RATES. GROUND COVER OR FLOWER BED DETAIL NTS PLANTING NOTES: 1 • IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST (IF SHOWN), THE PLAN SHALL DICTATE. 2• ALL SHRUB PLANTING AREAS TO BE COVERED W/ 3" LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED W/ 2" SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3• AN APPROVED PRE -EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHAD_ BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED UNES SHALL BE MARKED W/ HIGHLY VISIBLE PAINT LINES W/ OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7• PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 8• ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. LAWNS SHALL BE SODDED FOLLOWING SCARIFYING, FINAL GRADING, FERTIUZING, AND RAKING. LAWN SHALL BE FERTIUZED W/ 12-12-12 ANALYSIS FERT. AT A RATE OF 101bs./10000. AND LIME APPLIED AS DICTATED BY SOILS TEST PRIOR TO SODDING. 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 11. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 12• LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 13• ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED. PERMANENT SODDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIX SHALL BE AN APPROVED BLUEGRASS BLEND. 14• ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN Z OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING WEEDING, CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. 16• CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. 17. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4" -6 - APPROVED TOPSOIL PRIOR TO SEEDING OR SODDING OPERATIONS 18. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25 % APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 19. ALL EXISTING TREES TO BE RELOCATED SHALL BE DIRECT TRANSPLANTED BY A MECHANICAL TREE SPADE IN A PROPER SIZE AS DETERMINED BY AMERICAN ASSOC. OF NURSERYMEN STANDARDS FOR PLANT MATERIAL. ALL TRANSPLANTING OF TREES SHALL BE DONE DURING THE PROER SEASON FOR EACH SPECIES. TREES SHALL BE RELOCATED DIRECTLY TO NEW LOCATIONS OR TO HOLDING AREA FOR LATER TRANSPLANT FOLLOWING CONSTRUCTION. FINAL LOCATION AND SIZE ARE NOTED ON PLANS. 20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGA11ON SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. 21. ANY STAKES AND GUY WIRES USED TO PLANT TREES MUST BE REMOVED WITHIN ONE YEAR. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSDE OF PDIANA CSO SCHENKEL SHULTZ 280 East 96th Stxeet, Scute 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoiacnet PfOI� CARMEL CITY PARCEL #66 PHASE II CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily Indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: LANDSCAPE PLAN Revisions: 10-02-06 CHANGES PER ARCHITECTS CURRAN'S UPDATED PLAN Issue Date Drawn By PLANTING SCHEDULE 11/03/06 KRS RRO KEY BOTANICAL NAME COMMON NAME SIZE NOTES TREES FRA -C FRAXINUS PENNSYLVANICA 'CIMMZAM' CIMMARON ASH 3" CAL B & B, 35' O.C. GIN -B GINKO BILOBA GINKGO 3" CAL. B & B, MALE VARIETY ONLY ME -G AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE SERVICEBERRY 1 3/4- CAL B & B, CLUMP FORM TREE SYR -R SYRINGA RETICULATA IJAPANESE LILAC 1 3/4- CAL B & B, TREE FORM ACE=P ACER PLATANOIDES 'EMERALD QUEEN' EMERALD QUEEN NORWAY MAPLE 3" CAL B & B, 35' O.C. SHRUBS TAX -H TAXUS X MEDIA 'HICKSII' HICKS YEW 24" B & B, 3' O.C. TAX -D TAXUS X MEDIA 'DENSIFORMIS' DENSE YEW 18" B & B, 3' O.C. BUX-W BUXUS MICROPHYLLA 'WINTERGEM' WINTER GEM BOXWOOD 15" B & B, 3' O.C. VIB-N VIBURNUM OPULUS 'COMPACTUM" COMPACT EUROPEAN CRANBERRY 5 GAL. B & B, 3' O.C. ILE-B ILEX X MESERVEAE 'BLUE GIRL' BLUE GIRL HOLLY 3 GAL. B & B, 3' O.C. PERENNIALS\ANNUALS\GROUND COVERS\ORNAMENTAL GRASSES HEM -S HEMEROCALLIS 'STELLA D'ORU' STELLA D'ORO DAYLILLY NO. 1 CONT. PLANT 8" O.C. EUO-C EUONYMUS FORTUNEI 'COLORATA' PURPLELEAF WINTER CREEPER 2 1/4" P.P 50 PER FLAT 8" O.C. HOS-R HOSTA X ' ROYAL STANDARD' ROYAL STANDARD NO. 1 CONT. PLANT 1.5' O.C. PEN -HI L_ PENNISEfUM ALOPECUROIDES FOUNTAIN GRASS I NO. 2 CONT. PLANT 3' O.C. * = JAPANESE LILAC TO MATCH EXISTING LILAC'S IN FRONT OF SHAPIRO'S DELI TO THE SOUTH OF PROPOSED DEVELOPMENT PLACE SOIL BALL SLIGHTLY HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, RHODODENDRONS & OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEATMOSS 1 " ABOVE 1" LAYER OF SHREDDED FIN. GRADE ;G6ROVER BALL & MULCHFDE HARDWOOD MULCH HEAVILY. INSTALL FERTILIZER TABLETS OR SPIKES EXISTING SOIL OR SOIL BACKFILL TO BE 75% COMPACTED BACKFILL TOPSOIL & 25% PEATMOSS TAMPED TO PREVENT 6" MAX. SETTLEMENT. SHRUB PLANTING DETAIL o2 NTS 4" ;. Iii=— I I�L�LI I-1 I I� I �(-LI7 I I 11=1I I I �I I I_I 11= 11 1TIJ I I TTI 11=1 11-1 1-1 I-1 11-1 11-1 t 1-1 I I I f� I Irl i� I I ,I 111111-1' GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4". A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MIX. INCLUDE FERTILIZER AT APPROVED RATES. GROUND COVER OR FLOWER BED DETAIL NTS PLANTING NOTES: 1 • IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST (IF SHOWN), THE PLAN SHALL DICTATE. 2• ALL SHRUB PLANTING AREAS TO BE COVERED W/ 3" LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED W/ 2" SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3• AN APPROVED PRE -EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHAD_ BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED UNES SHALL BE MARKED W/ HIGHLY VISIBLE PAINT LINES W/ OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7• PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 8• ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. LAWNS SHALL BE SODDED FOLLOWING SCARIFYING, FINAL GRADING, FERTIUZING, AND RAKING. LAWN SHALL BE FERTIUZED W/ 12-12-12 ANALYSIS FERT. AT A RATE OF 101bs./10000. AND LIME APPLIED AS DICTATED BY SOILS TEST PRIOR TO SODDING. 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 11. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 12• LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 13• ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED. PERMANENT SODDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIX SHALL BE AN APPROVED BLUEGRASS BLEND. 14• ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN Z OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING WEEDING, CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. 16• CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. 17. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4" -6 - APPROVED TOPSOIL PRIOR TO SEEDING OR SODDING OPERATIONS 18. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25 % APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 19. ALL EXISTING TREES TO BE RELOCATED SHALL BE DIRECT TRANSPLANTED BY A MECHANICAL TREE SPADE IN A PROPER SIZE AS DETERMINED BY AMERICAN ASSOC. OF NURSERYMEN STANDARDS FOR PLANT MATERIAL. ALL TRANSPLANTING OF TREES SHALL BE DONE DURING THE PROER SEASON FOR EACH SPECIES. TREES SHALL BE RELOCATED DIRECTLY TO NEW LOCATIONS OR TO HOLDING AREA FOR LATER TRANSPLANT FOLLOWING CONSTRUCTION. FINAL LOCATION AND SIZE ARE NOTED ON PLANS. 20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGA11ON SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. 21. ANY STAKES AND GUY WIRES USED TO PLANT TREES MUST BE REMOVED WITHIN ONE YEAR. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSDE OF PDIANA CSO SCHENKEL SHULTZ 280 East 96th Stxeet, Scute 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoiacnet PfOI� CARMEL CITY PARCEL #66 PHASE II CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily Indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: LANDSCAPE PLAN Revisions: 10-02-06 CHANGES PER ARCHITECTS CURRAN'S UPDATED PLAN Issue Date Drawn By Checked By 11/03/06 KRS RRO Certified By: i VQ AR 00880145 -G 5T OF Drawing Number: C700 Project Number: 26232 SLOPE TOP 4" THICK 2'x2' TACK COAT 4" THICK 2'x2' CONCRETE PAVING OF CURB 1/2" 10"D CONCRETE PAVING TOOLED EDGE 6„ 18„ SEE DETAIL 22/C800 �- FACE OF CURB ill FACT_ COURSE (#9.5 INDOT) 4" THICK COLORED, STAMPED SOECDETAIL B 4 THICK COLORED, SITE LAYOOU T PLAN ER 2„ NDER COURSE (#12.5 INDOT) CONCRETE PAVING, 4x8 UNITS IN PVMT. 1 5 STAMPED CONCRETE ' " °' „ #53 STONE BASE (INDOT) BENCH BY OTHER HERRINGBONE PATTERN C800 1 / 2 -0 6 18 MATCH EXISTING BENCHES 00 TE: ALL STRIPES TO SEE DETAIL 22/C800 IN FRONT SHAPIRO'S "' 1 E 4" PAINTED 1 " R _ - _ I I-1 I I--1 I I=1 I I=1 11=1 I=- 7 1 /2" , , •; _ PVMT. -III-III-III—I ACTED & WELL BRICK PLANTER t° aa,, �� ' 111-III-III=III- DR D SUBSOIL SEE DETAIL 21/C800 6" #53 iv _ - ' a , 20' a ,a STONE BASE INDOT io ;1111111=1 . _ 1„ ( ) I=til=� LIGHT D ASPHAL 01 4" THICK SIDEWALK 3" 4" NP I. III-III-III-III=I I=III NTS C800 SEE DETAIL 04/C800 4" THICK CAST -IN-PLACE 2'x5' = til -lei CONCRETE PAVING COMPACTED SUBGRAD N 24„ it EXP. JT. & 2„ 24" TACK 4" CONC. SLAB 04 4" THICK COLORED, STAMPED 8x8 SEE DETAIL CONCRETE PAVING 1°l CON CURB & GUTTER 17 C800 COMPACTED SUBGRADE 1" RFACE COURSE (#9.5 INDOT) BINDER COURSE (#12.5 INDOT) NTS C800 HANDI P PARKING SYMB ,2 INTEGRAL WALK W/ STAMPED CONC. ENLARGED PLAN 22 108'WIDE, MIIN.LJrS NTS C800 CURB AND GUTTER DETAIL o7 C800 2 DEPTH NTS 128- Vo STONE BASE (#53 INDOT) APPLIED ANTI SPALLING 6' CONC. SLAB W/ 1 LAYER 1=1 r-111=1 I 1=1 I = (I =1 COMPOUND CONTROL 4.0 W.W.F. W� BROOM FINISH. FACE OF CURB =/III �1I1=1I1=1I1=1 I I- _� COMPACTED WELL CURB DG., CONTROL JTS. 40' -0" O.C. MAX. " DIMENSION PER 1-11 -111,11111=111 � -111_ EDGE OF 2 -0 -III=1 DRAINED SUB 1" BEVELED E CONT. PVMT R STRIPES & EXP. JTS. ®40 -0" O.C. MAX. 6" C CURB SITE LAYOUT PLAN ,\ SEED IL W/ RUB FINISH FINISH GRADE #5 REBAR 1'-6' NG _0„ a 05 W/ 3/4 HOLES C ° ° �„ C800 6" ' 8" H E A V U T Y PAVEMENT 02 6" COMPACTED a 4 `D STONE BASE, 4 a 1 " R NTS C800 .�?•. INDOT TYPE "0"-�� PVMT. (#53) - - - - - - - NOTE: CONTROL JTS. & e *1. ; • I I=III— _III=III— III=111=1 I I=1 I I- EXPANSION JTS. SPACING ''''''' ,'6,•�;''!�: COMPACTED - - - - - - - o.° iI=III=111= -111 111—IllNTACK COAT TYP. —III —III—III—III— I I I_I I I—I I I MAY VARY. THE DIMENSIONS _ _ N SUBGRADE I I II=III=III=1 - I I=III=III= ABOVE ARE MAXIMUM. SEE 11� ll -I 11=111=1 I I �'• , ' ' �- • - I �- .. , o 11=1 I I-III-� '•'' SEE SPECIFICATIONS _ III=III=III= I I=1 I I- -I I 1=_I 111=1 I1=1 {' e' PRECAST' C0%atri,:''• .�?AR4<I,t�J'. ( ) , , , , PLANS FOR ANY VARIATIONS 4 1=III=Ili- _ _ ; BARRIER W/2 #3''R 3A EITHER INDICATED OR IMPLIED. - _ _ _ _ _ - - =111=111=1 I = _ _ - - - _ # __-= _____ 1 -III -= 1' 110#/SYD SURFACE 11 (4000 PSI CONC.) 7 5/8 II-III 111-111-III_III_II 111_111 -III -III_ 11) I 01FE,11=J1=III-111,; 111-1 -III= II III -III -II II III=III-I II _2 l/z 275#/SYD BINDER 8 �� 11= I I1=1111=111=111=111I�I�I I I- I I -I I I�I'' 11-1 1 II I1- 6 CO RETE SLAB D AIL 18 -i III.. I I -I I -I 11=1 I I -I I, .III- I I I-' 2" 24" �—I ,I =— 4 1/2' - 495#/SYD BASE 5 PRECAS CONC. NTS C800 -111-111 ,,til -- LL COMPACTED 1 1/$• - 175#/SYD BINDER 8C PARKIN BARRIER DETAIL 23 OIL COMPACTED SUBGRADE-Y 1/4' 250#/SYD BASE 5D NTS C80° TAP ED CURB END DETAIL 13 CONCRETE CURB &GUTTER 0a 'IIII►i►III��I, ,i►1;;►�II�,II� -, COMPACTED &WELL TOOLED CONTROL JTS. 8" CONC. S 8 W 2 LAYERS OF NTS C800 BBERIZED 1 8" IDE, MIN. 6X6 6/6 F. W/BROOM FINISH. NTS C800 AINED SUBSOIL NT 1 ROUTED JOINT 2 D &EXPO SS ® 415 00 OO.C.MAMAX. APPLIED SPALLING SEE AIL APPLIED ANTI SPALLING R/W P MENET 03 1" X. COMPOUND 05 RAMP CURB COMPOUND NEW ASPHALT OLD ASPHALT C800 6" IN 7.54'1/8 - NTS C80Q TOOLED CONT. JT. 1 /8" c'�'' '' x.;•;�.' •4'-•' NOTE: CONTROL JTS. & WIDE, MIN. 1" DEPTH 1" RADIUS TOOLED C B IS FLUSH 12" ROUND EDGE ... • . •. EXPANSION JTS. SPACING H STREET 4" CONC. WALK 6" COMPACTED isi� c`4ii. 0D MAY VARY. THE DIMENSIONS PVMT. TACK COAT STONE BASE �'• '"' ,•w" '• .M::'"'.• ABOVE ARE MAXIMUM. SEE SEE DETAIL TOOLED CONTROL JTS. INDOT TYPE 0"-� , _'.:; PLANS FOR ANY VARIATIONS �O ` 1/8" WIDE, MIN. _....................... _ 6 04 2 DEPTH (#53) ITHER INDICATED OR IMPLIED. 1 HIGH CURB ASPHALT -J T SEALA DETAIL 24 �1-111=III-►11=III= 11-11 11►= caoo ', ' '' "d; -III=111=III-III=1-1 11=111=11=1 � SEE DETAIL 17/800 C800 11=11 I -I I 1=11 I -III -I 11=11 I-) I I -I I L �'�' - . ` y, 'ti " APPLIED ANTI SPALLING 4" CONC. SLAB W/ FIBER MESH NTS _ 66`141 - -W�1 I I== � i i 1=1 I I=� � � _ITI=1 � � ti :� '.COMPOUND8" E TE SLAB TAIL 19 III) 11 111 11 I I REINFORCEMENT 1 BROOM FINISH. • CONTROL JTS. ®10'-O" O.C. MAX. { ' ' ,°Y` &EXP. JTS. 40'-0" O.C. MAX. NTS C800 111.=III III -111- •�'•` "' ' SEE DETAIL 05 RAMP CURB 6 IN 7.54 ° t � 4" COMPACTED a 4 a `t STONE BASE, 4 #4 REBAR 0 24" O.C. 'o ' ', INDOT TYPE "0"�„ 3'-0" 0 18" LONG 1-111=III �' (#53) NOTE: CONTROL JTS. & �1 11=1 11=1 I1=I15 111=1I 1=1I1=I I I=1 I I -1I I= EXPANSION JTS. SPACING PVMT. PVMT. I I = COMPACTED A l l=I I I=I I I=I I I=I I I=I II=I I I=I I M I Ed MAY VARY. THE DIMENSIONS c #4 REBAR CONTIN. © =1I1=111 "' SUBGRADE I I =III=III=III—III=III=III=_III=III= ABOVE ARE MAXIMUM. SEE t TOP &BOT. -1 - PECIFICATIONS _ I 1=I I= = 1 I- I I -I 11-1 I I -I -I I I- I -I I I -I I I 1 3 (SEES ) 1, , III, , I I PLANS FOR ANY VARIATIONS HANDICAP RAMP DETAIL TYPE 3 14 1111„111, EITHER INDICATED OR IMPLIED. °!>��-,� NTS 800 6” RAMP CURB///,j III=III=111_111= —III_ �� 6" IN 2'-0" _ III=I� II II= } 4 CONCRETE SLAB DETAIL o4 COMPACTED, PACTEO o . ' _I 11_ I I I I I 1—I 1_11 I = INTEGRAL CONCRETE NTS C800 SUBGRADE — II—III �I II-IiI IiI-L= r CURB &WALK DETAIL o9 I I I-1 I I-1-1 1-1 I I_I I I r RAMP CURB - J , 6" IN 5'-0" 6" 6" - c c � _; D > rn NTS C800 SELF LEVELING BUILDING FACE OR ' _ I �" x Z SEALANT CONCRETE PVMT. HANDI AP RAMP DETAIL PE 4 25 o .0 APPLIED ANTI SPALLING 1 /2" PREFORMED III 1-1 1=111=_ COMPOUND EXPANSION JT. EXTEND JT. MATERIAL C800 � a• : , TO BOTTOM OF PVMT. NTS I —III. -11 ri I_I— ' -III=1 1=III-III TOOLED EDGE 1" RADIUS TOOLED CONC. PVMT. I I1=III- =111= I I-1 = OUND EDGE III—III-I 1=1 I I -I 11=1 PVMT. 1=1 11=1I 1=1 11=1 11=11 1 I I RAMP CURB X111=lllll�llll; ;III III ,111 -111—III-111=111—III- 6" IN 2'-0" PLA EW 1=1 l 1 11=1 11=1 I E1 I EEI 11= 1=1 11=1 11=1 11=1 I'' �. I I I-1 11 =III-III-III-III10 ,,-RAMP CUROB, CONCRETE ISLAND DETAIL 20 FINISH GRADE I-111111-11 A —1111IIEEI�111111 EXPANSION JOINT DETAIL 05 NTS 6 CONC. CURB HANDICAP RAMP E] 111 ° s" PROVIDE STRUCTURED SOIL FOR C800 SEE DETAIL PVMT III ° NTS C800 4 REBAR ©24" 0. ' +' 1 PLANTER BOX &EXTEND THE STRUCTURED SOIL # - UNDER PATTERNED SIDEWALK AND EXTEND TO LAWN. ® 18 LONG } 1:10 PROVIDE A SINGLE GANG CAST ELEVATION VIEW #4 REBAR CONTI ® ;, , os I BLDG. FACE 1 2" PREFORMED N I ALUMINUM BOX ON A 3/4 CONDUIT STIJB, LEVEL WALL OF PLANTER TOP & BOT. .o / WITH TOPO OF STONE CAP. BOX SHALL BE A BEYOND _ _ " SEE PLAN FOR EXPANSION ) 11 -III- ' SLOPE (SEE DETAIL) 1 RADIUS ROUND HUBBELL FD -2 WITH A POLYCARBONATE WHILE PLANTING SOIL -III=11 ' IN USE" COVER, HUBBELL #5752-0. RECEPTACLE 11=III III: 4 CONC. SLAB OLED EDGE (TYP.) SHALL BE MARINE GRADE GFCI, HUBBELL #GF5252MGY. HANDICAP RAMP DETAIL TYPE 1 15 -III-11 [3-[ STOOP LEVEL W/ 6X6 10/10 APPLIED ANTI 4' 4 FINISH FL. EL W.W.F. W BROOM 10" CAST STONE CAP N NTS 0800 INISH W/BROOM COMPOUND 10" 01 '~ „ „ SEE PLAN FOR SLOPE #4 REBAR 20 USE SEALANT IN ALL JOINTS. � N 6 LONG ® 12" O.C. ti ;4. FACE BRICK . - " SEE STR. PLAN - z3'- 6" CONCRETE CURB DETAIL 10 FOR CONTIN. HORIZONTAL WALL TIE (TYP.) _ _ SII -I -�1 �' • II -III -III- _ _ SIDEWALK C800 1 2" PREFORMED I=T 'lI ::, ��j=1 - 4 CONCRETE BLOCK PROVIDE II I—I I—III—I I 00 NTS E PANSION JT. - 00 I I—I I I -I I I -I I -I I 1• SEE DETAIL 04/C800 + :� N BITUMINOUS COATING ON ALL :11 I -I I I -I I -I I I TYP. M (SEE DETAIL) 6 EXPOSED SURFACES. I II=I I I—I I I -I I I -I I LOWEST TOP RAMP MP ALUMINUM 4" DRAINAGE FILL HANDICAP RAMP DETAIL TYPE 5 26 SLOPE III -I I=IIi=I I SLOPE OF CURB MAX MAX METAL (SIGN) TURN SLAB 1'-6"- C800 I II=I I I -I I -III -I I I 6 COMPACTED NTS • • CURB 1:12 1:12 GREEN -ILLUMINATING DOWN OUTER SIDES I—III—III—III. OR PVMT. 12 TAPE (LETTERS) TYP. BELOW FIN. GRADE 5'-0" SU L ELECTRICAL CONDUIT _ I ill—I (—I I—III-I I _ _ TO BE TIED INTO1=_ _ = III -III -III -III =III -III s` ' ' ,'' ' •' { •'+ '• ' ! r BLUE -ILLUMINATING FIN. PVMT. ELEV. CITY STREETLIGHT I -III—I (—I I I (=I I=I I -I I-1 I = =I I 1 TAPE (SYMBOL BLOCK) _ _ MIN. ELECTRICAL SYSTEM III-III=III —III=I I I 11= ' 6" 6" ALUMINUM SIGN (I - T OF SUBGRADE FOR 11=III-I II111—_ 1/2 PREFORMED EXPANSION GONG TE STOOP DETAIL 06 T. AGGREGATE JOINT & SEALANT "TYPICAL" MIN. MIN. p (VAN ACCESSIBLE) 8" CONCRETE BLOCK 6' 6• I 12' 2LB. STEEL N - NTS C800 LAN POST (PAINTED - o FILTER FABRIC (TYPAR 4.0 1" WIDE INSULATION BOARD 00 OVIDE 1" OPE AT N OZ SY OR AN APPROVED 'TYP' MASTIC i� / CONCRETE FOOTING F,., ., •` �': •. OF F ING IF EQUAL, LAP 6 & STAPLE •, - : .: o, .•. !;,:: �• HANDICAP RAMP NO C. WALK =III -III -III -III- 6 CONC. CURB I1=111=1I1=1 ° I I1- M ` SEE DETAIL MT :WHlIL UMINATING w z 111111111111111 �° ° II 111- 4" DIA. CORRUGATED AP A OUND) _ -111=1 PERFORATED PLASTIC PIPE � � 111-111 _ 3 #4 REBAR CONTIN LEAVE 30% OF THE G N -ILL TING - � • t° - - 8 COURSE AGGREGATE BLOCK AS VOID TO ELEVATION VIEW E (ARROW) HOLEY MOLEY SAYS, #4 REBAR 0 24 O.C. c 2"0 X 3'-6" CON "DON'T + II LEAVE TWO 12" DIA. ADJACENTS SOILS. YML to FOOTING. RECESS DON T 11=III III -III-11II LL COMPACTED SUBSOIL VOIDS IN THE FOOTING FOOTING BELOW DIG =111 11 1- -III-III I I, II NOTE: TO SETTLE PLANTER ELEVATION HANDICAP RAMP DETAIL TYPE 2 16 CONC. WALK 4" EV. BLIND" PLACE BOTTOM OF LOWEST BRICK NTS C800 GREEN -ILLUMINATING 12" ALONG STREET SIDE AT LOWEST POINT TAPE (BORDER) TYP. L OF TOP OF CURB ACROSS FROM PLANTER. PAV ENT SUBDRAIN DETAIL 27 PLANTER DETAIL 21 HANDICAP PARKING SIGN „ oo NTS NTS C8NTS C800 1-80082-5544 NTSLL FREE 82544 1-800-428-5200 FOR CALLS OLITSDE OF MIANA CSO SCHENKEL SHULTZ 280 East 96th Sweat, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoinc net Project CARMEL CITY PARCEL X66 PHASE II CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required forfull performance and completion of the requirements of the contract. On thebasis of the general scope Indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE DETAILS Revisions: Issue Date Drawn By Checked By 11/03/06 KRS RRO Certified By: O�Z AR 00880145 -•c r of OIANP Drawing Number: C800 Project Number: 26232 Fla t Slab T MH Riser ASTM C4 Wo ter Lb ° See No 4/0 ter N;4194,11 1 a Flexible Join is #4@12 EW 1[ Val MH Frame And Cover Neenah R-1642 Or Equal For Wa ter tigh t Ins to lla tions Neenah R -1916-F Or Equal 'WA TER' Cast In Cover AdJus ting Rings 8' Min, 12' Max, _ 1/2' Cement Plaster d a a Ga to Va l ve Concrete Blocking As Required 1'-0' Min, Cast -In Place Concrete Base Manhole Diameter Shall Be A Minimum OF 4'-0', The Designer Shall Specify An Adequate Diameter To Accomodate The Valve And Voter Main Size, Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equal, NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, Wa ter Ma Tee - M, J, As Required Notes, 1, At High Points Along Main Water Line Where Indica ted On Drawings, Anchoring Tee Shall Be Set At 45° Angle Upwards And Connected To 6' 45° Bend, Main Water Line Shall Be Lowered To Provide Sufficient Cover As Speclfied, 2, All Joints Shall Be Restrained Except In Run Of Tee, 3, Hydrants Shall Be Set At 500' Max, Horizontal Distance, Or Less As SpeclOeol By Flre Department Existing Wo ter Tapping Sleeve\ Varies T Bend - ` As Required Valve Varies Note, All Jo/n is Shall Be Res trained Except In Run Of Tee, PLAN New Pipe Shall Be Installed Under The £x/st/ng Voter Ma/n New Vater Maln Tee Mueller Centurion A-423, Or Equal Painted 'Safety Yellow' 12' Mln, 1'-0' Min, Bedding Material Conforming To INDOT 903.02, Size No. 8 One 8'x8'x16' Solid Conc, Block Or 6'Min. Cl a ss'B' Concrete Base On Undisturbed Ground, See Trench Betall For Backfill Requirements Existing Vater Maln .vvvvvvv°°°v.. rry v rrry vvvvvvvvvvv- vvvvvvovvvv vvvvvvvvvv i vvvvvvvvvvv vvv °°°°° New Water Maln vvvv vvv vvv vvv vvv vvvv vvvvv vvvv lV Vv1&°°vVVV Bed Plpe In Speclfled Granular Bedding Material Hand Tamped In 6' Layers To Plpe Centerline Bedding Material Shalt Conform To INDOT 903.02, Slze No, 8 SECTION WATER MAIN NOTES- 1,> ALL WATER MAINS SHALL BE DUCTILE CAST IRON PRESSURE PIPE 2) PIPE SHALL CONFORM TO ANSI A-21.51 OR A W WA C-151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350, X FITTINGS FOR DUCTILE CAST IRON PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI 4-21,10 OR A W WA C-110 AND SHALL HAVE A THICKNESS CLASS OF 53, 4) FITTINGS FDR 4 -INCH TO 12 -INCH MAY CONFORM TO ANSI A -21,3 OR A W WA C-153. 5) POSI CAPS OR THE EQUIVALENT ARE REQUIRED ON ALL WA TER VAL VE INSTALLA TIONS HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FRa 1-800-428-5200 FOR CALLS OUTSDE OF NNANA CSO SCHENKEL SHULTZ ast 280 E96th Sheet, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoinc net Project CARMEL CITY PARCEL X66 PHASE 11 CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings Indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described.'I the trade controctors shall furnish all items required for the proper execution and completion of the work. II Drawing Title: 11 SITE DETAILS Revisions: Issue Date Drawn By PRESSURE PIPE JOINT RESTRAINT TABLE 11/03/06 KRS RRO Length OF Pipe To Be Restrained In Each Direction From ? Of Bend Based On 150 PSI Test Pressure Degree OF Bend 6' 8' 10' 12' 14' 16' 18' 20' 24' 30' 90 ; Tees & Plugs 27' 7' 3' 35' 9' 4' 42' 50' 58' 11' 13' 15' 5' 6' 7' 65' 73' 17' 19' 8 9' 80' 21' 10' 95' 24' 12' 115' 29' 14' 45° 22-1/20 11-1/40 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equal, NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, Wa ter Ma Tee - M, J, As Required Notes, 1, At High Points Along Main Water Line Where Indica ted On Drawings, Anchoring Tee Shall Be Set At 45° Angle Upwards And Connected To 6' 45° Bend, Main Water Line Shall Be Lowered To Provide Sufficient Cover As Speclfied, 2, All Joints Shall Be Restrained Except In Run Of Tee, 3, Hydrants Shall Be Set At 500' Max, Horizontal Distance, Or Less As SpeclOeol By Flre Department Existing Wo ter Tapping Sleeve\ Varies T Bend - ` As Required Valve Varies Note, All Jo/n is Shall Be Res trained Except In Run Of Tee, PLAN New Pipe Shall Be Installed Under The £x/st/ng Voter Ma/n New Vater Maln Tee Mueller Centurion A-423, Or Equal Painted 'Safety Yellow' 12' Mln, 1'-0' Min, Bedding Material Conforming To INDOT 903.02, Size No. 8 One 8'x8'x16' Solid Conc, Block Or 6'Min. Cl a ss'B' Concrete Base On Undisturbed Ground, See Trench Betall For Backfill Requirements Existing Vater Maln .vvvvvvv°°°v.. rry v rrry vvvvvvvvvvv- vvvvvvovvvv vvvvvvvvvv i vvvvvvvvvvv vvv °°°°° New Water Maln vvvv vvv vvv vvv vvv vvvv vvvvv vvvv lV Vv1&°°vVVV Bed Plpe In Speclfled Granular Bedding Material Hand Tamped In 6' Layers To Plpe Centerline Bedding Material Shalt Conform To INDOT 903.02, Slze No, 8 SECTION WATER MAIN NOTES- 1,> ALL WATER MAINS SHALL BE DUCTILE CAST IRON PRESSURE PIPE 2) PIPE SHALL CONFORM TO ANSI A-21.51 OR A W WA C-151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350, X FITTINGS FOR DUCTILE CAST IRON PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI 4-21,10 OR A W WA C-110 AND SHALL HAVE A THICKNESS CLASS OF 53, 4) FITTINGS FDR 4 -INCH TO 12 -INCH MAY CONFORM TO ANSI A -21,3 OR A W WA C-153. 5) POSI CAPS OR THE EQUIVALENT ARE REQUIRED ON ALL WA TER VAL VE INSTALLA TIONS HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FRa 1-800-428-5200 FOR CALLS OUTSDE OF NNANA CSO SCHENKEL SHULTZ ast 280 E96th Sheet, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoinc net Project CARMEL CITY PARCEL X66 PHASE 11 CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings Indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described.'I the trade controctors shall furnish all items required for the proper execution and completion of the work. II Drawing Title: 11 SITE DETAILS Revisions: Issue Date Drawn By Checked By 11/03/06 KRS RRO Certified By: AR 00880145 -G VV11111Z,!dFFFG \ � o�No� Drawing Number: C803 Project Number: 26232 �G ti VETERANS WAY..-------, .. I 1 I I t • ... . - _.«_.. 1, • i ... i f I _K, r� 7 l 1 5 y r. I 4 15 I I 7 1 { __r o u + t t 1:2 X 2 I �I w w_w .W TRAFFIC NOTES ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, OR CITY SPECI- FICATIONS UNLESS OTHERWISE NOTED. DESIGN DETAILS OF ALL SIGNS TO BE FURNISHED ON WRITTEN REQUEST. POSTS TO BE PAINTED WITH TWO COATS OF WHITE OR GREEN PAINT. THE BACKGROUND FOR WARNING SIGNS (DIAMOND SHAPED) TO BE FEDERAL ORANGE. ALL SIGNS ARE TO BE REFLECTORIZED WIDE ANGLE REFLECTIVE SHEETING APPLIED TO THE ENTIRE BACKGROUND AREA OF THE SIGNS. REFLECTIVE SHEETING TO BE COLOR INDICATED IN THE DESIGN DETAILS. (SEE INDOT STANDARD SPECIFICATION). ALL BARRICADES USED IN CHANNELIZATION SHALL BE CONCRETE WITH REFLECTORS IN TAPERS AND WHITE REFLECTIVE TAPE AT BASE. PROVIDE CHAIN LINK FENCE ABOVE. END CONSTRUCTION SIGN SHALL BE PLACED ON THE BACK SIDE OF FLAGMAN AHEAD SIGN FOR OPPOSING TRAFFIC. ALL DRUM TYPE BARRICADES SHALL BE EQUIPPED WITH STEADY BURN LIGHTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, OR LOCAL AGENCIES. fR Drawn By Checked By 11/03/06 9 RRO r MAINTENANCE OF TRAFFIC _i�73� SCALE: 1" = 60' 0' 30' 60' 120' n SCALE: 1 " = 60' NORTH LEGEND O r "ROAD CONSTRUCTION AHEAD" SIGN. SEE DETAIL 1/C900. O "END CONSTRUCTION" SIGN. SEE DETAIL 1/C900. O 0 DRUM TYPE BARRICADES AT 30' O.C. TYP. ® TT "FLAGMAN AHEAD" OU X FLAGMAN EM OONSTR wll INDOT # W20-2 60' X 24' FEDERAL ORANGE REFLEC- TIVE BACKGROUND — `A -BLACK LETTERS & BORDER INDOT # W820-1 �\ INDOT # W20-7 INDOT # W20 -7n INDOT # W21-1 48' X 48' 36' X 36' 36' X 36' TRAM 810Mi NTS HOLEY MOLEY SAYS, "DON'T DIG BLIND" L 1-800-082-5544 CALL. TOLL. FREE 1-800-428-5200 FOR CALLS OUTSDE OF ND" CSO SCHENKEL SHULTZ 280 East 96th Sueet, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoinc.net Project CARMEL CITY PARCEL #66 PHASE II CORNERSTONE DENTISTRY STREETSCAPE 912 SOUTH RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe oll work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Drawing Title: —11 OF T-R-AFFIC Revisions: Issue Date Drawn By Checked By 11/03/06 KRS RRO Certified By: T OQ' AR 00880145 –G OF ANi V ♦ II Drawing Number: 0900 Project Number: 26232