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Home My WebLink About21-01 Site Layout Addendum 2GENERAL NOTES: 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS W�TH- OUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SI?E. A� L VERl�I- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. g. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THF ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE � PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIOfvS. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND ITS OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR M15LEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 19. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- M�hT, Fi,�EL OIL, OIL> GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 20. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS OTHERWISE NOTED ON THE PL4NS, DETAILS, OR IN THE SPECIFICATIONS. 21. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER. EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON PLANS. 22. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10'-0" MAXIMUM. EXPAN- SION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM. CON- TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED. 23. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CU R B UN L E S S O T H E R W I S E N O T E D. 24. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS OTHERWISE NOTED. 25. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 26. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH A TACK COAT MATERIAL BEFORE THE NEW ASPHALT IS INSTALLED. 27. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE CURB SHALL NOT EXCEED A SLOPE OF 1"IN 12" LONG- ITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE DETAILS FOR SPECIFICATIONS. � .. .. ..... � _ ............................... _.....__..........................._ _.,,_................................._.,_,__..........._..._. ... . N 89'S5' 00"E `� N 89'S5' 00" E =:; .. .. _.. �= 0 15 FUTURE PHASE 2 i<^. PRQPOSE ;.,: PH��SE 1 � - - - 120 SITE :L SCALE: 1" = 0' �'� � r= - AYOUT PLAN � , ��r ;� `� . �� '� ;f>. ,• � , , ... LEGAL DESCRIPTI�I�: LAND DESCRIPTION: From Title Commitment Number 993312 A part of the South Half of Section 31 , Township 18 North, Range 4 East, Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest corner of said Half Section; thence North 01 degrees 04 minutes 45 seconds West, along the West line of said Half Section, a distance of 1752.85 feet (the next 5 courses being along the center line of Carmel Drive); running thence North 89 degrees 55 minutes 00 seconds East, a distance of 600.00 feet to the point of curvature of a curve to the left, said curve having a delta of 20 degrees 00 minutes 00 seconds and a radius of 1145.92 feet; thence in a Northeasterly direction along said curve, a distance of 400.00 feet to the point of tangency thereof; thence North 69 degrees 55 minutes 00 seconds East, a distance of 238.51 feet to the point of curvature of a curve to the right, said curve having a delta of 20 degrees 00 minutes 00 seconds and a radius of 1145.92 feet; thence in a Northeasterly direction along said curve> a distance of 400.00 feet to the point of tangency thereof; thence North 89 degrees 55 minutes 00 seconds East, a distance of 1750.85 feet to the intersection of the centerline of Carmel Drive and Keystone Way, thence North 00 degrees 05 minutes 00 seconds West along the centerline of Keystone Way a distance of 301.35 feet to the South line of a 7.38 acre tract of land described in a deed to Ralph L. Wiifong as recorded in Deed Record 284, Page 604; thence South 89 degrees 55 minutes 00 seconds West along said South line, a distance of 25.00 feet to the West right-of-way line of Keystone Way, said point also being the Southwest corner of the first tract of land described in a deed to Thomas D. Wilson as recorded in Deed Record Book 325, Page 421; thence continuing South 89 degrees 55 minutes 00 seconds West along said South line, a distance of 246.76 feet to the Point of Beginning; thence continuing South 89 degrees 55 minutes 00 seconds West along said South line, a distance of 246.76 feet to Southwest corner of said Wilfong Tract; thence North 00 degrees 05 minutes 00 seconds West along the West line of said Wilfong Tract, a distance of 386.85 feet to a point on the North line of said South Half; said point also being the Northwest corner of said Wilfong Tract; thence North 89 degrees 55 minutes 00 seconds East along said North line, a distance of 246.76 feet; thence South 00 degrees 05 minutes 00 seconds East, a distance of 386.85 feet to the Point of Beginning. '� LAND DESCRIPTION: From Title Commitment Number 992995 A part of the South Half of Section 31, Township 18 North, Range 4 East, Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest corner of said Half Section; thence North 01 degrees 04 minutes 45 seconds West, along the West line of said Half Section, a distance of 1752.85 teet (the next 5 courses being along the center line of Carmel Drive); running thence North 89 degrees 55 minutes 00 seconds East, a distance of 600.00 feet to the point of curvature of a curve to the left, said curve having a delta of 20 degrees 00 minutes 00 seconds and a radius of 1145.92 feet; thence in a Northeasterly direction along said curve, a distance of 400.00 feet to the point of tangency thereof; thence North 69 degrees 55 minutes 00 seconds East, a distance of 238.51 feet to the point of curvature of a curve to the right, said curve having a delta of 20 degrees 00 minutes 00 seconds and a radius of 1145.92 feet; thence in a Northeasterly direction along said curve, a distance of 400.00 feet to the point of tangency thereof; thence North 89 degrees 55 minutes 00 seconds East, a distance of 1750.85 feet to the intersection of the centerline of Carmel Drive and Keystone Way, thence North 00 degrees 05 minutes 00 seconds West along the centerline of Keystone Way a distance of 301.35 feet to the Soutn line o� a 7.38 acre tract of land described �n a deed to Raiph L. Wilfong as recorded in Deed Record 284, Page 604; thence South 89 degrees 55 minutes 00 seconds West alorig said South line, a distance of 25.OQ feet to the West righi-of-way line of Keystone Way, said point also being the Southwest corner of the first tract of land described in a deed to Thomas D. Wilson as recorded in Deed Record Book 325, Page 4�:1, said point also being the Point of Beginning of this description; thence continuing South 89 degrees 55 minutes 00 seconds West along said South line, a distance of 246.76 feet along the south line of said Wilfong Tract distance of 246.76 feet; thence North 00 degrees 05 minutes 00 seconds West parallel with the West line of said Wilfong Tract, a distance of 386.85 feet to a point on the North line of said South Half Section; thence North 89 degrees 55 minutes 00 seconds East along said North line, a distance of 246.76 feet; thence South 00 degrees 05 minutes 00 seconds East along the West line of said Wilson tract, a distance of 386.85 feet to the Point of Beginning, containing 2.192 acres, more or less TOTAL LAND AREA: 191040.42 SQ.FT. or 4.386 ACRES �O PLAN NOTES: PARKING DATA O LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 04/C107. PROPOSED STANDARD SPACES ........................................ 306 BO HEAVY DUTY ASPHALT PAVEMENT. SEF DETAIL 05/C107. PROPOSED HANDICAP SPACES .......... ...................... ... 6 OC MATCH EXISTING PAVEMENT. PROVIDE A SMOOTH TOTAL PARKING SPACES PROVIDED 312 TRANSITION BETWEEN EXISTING ANu Pf?GPOSED PAVEMENT. DO 4 THICK CONCRETE WALK. SEE DETAIL 06/C107. REQUIRED PARKING SPACES .............................................. 277 (1 PER 300 SQ. FT.) EO CONCRETE STOOP. SEE DETAIL 08/C107. FO 6" CONCRETE CURB. SEE DETAIL 12/C108. .. O PATCH ASPHALT AS NEEDED. -�--��-�-`''a.-., HO 4" WIDE PARKING STRIPE TYPICAL. COLOR TO BE WHITE. lO HANDICAPPED PAVEMENT SYMBOL. TYPICAL FOR ALL HANDICAPPED SPACES. SEE DETAIL 02/C107. � � I�� U 1!!I IMI A R� J HANDICAPPED PARKING SIGN. SEE DETAIL 01/C107. � � O OK HANDICAP RAMP. SEE DETAIL 03 C107. : ;' � SITE ........................................... B-8, BUSINESS DISTRICT 40X. SIZE 3'w x 1`d x. 4'h) ,,�` O 6" THICK CONCRETE SLAB. SEE DETAIL 07/C107 ADJACENT PROPERTY: ; AND DETAIL 01/C108 FOR DIMENSIONS. ...._ _...... ....... . ,.� NORTH ...................................... R-4, RESIDENCE DISTRICT �'°: .._ OM TAPER 2' OF END OF NEW CURB TO ...... ....... SOUTH..................................... B-8 �� . � MATCH GRADE OF TOP OF ASPHALT. : � TRASH ENCLOSURE. SEE DETAIL 01 /!'108. EAST B-8 ,: ; � � --- WtSI -�i CENTER ON ASPHALT DRIVE. � ;i � ��,, ;; OO STOP SIGN. SEE DETAIL 18/C107. ; � PO 45' STRIPING � 2' O.C., PAINTED WHITE L E G E N D. QO CONCRETE ISLAND. SEE DETAIL 17/C107. � ��.. NOT USED . . � HEAVY DUTY ASPHALT PAVEMENT O FUTURE GROUND SIGN (BY OTHERS). � T RELOCATED EXISTING LIGHT POLE ON NEW BASE. , 6" CONCRETE SLAB . ° O � � � ; � ; UO 1" ASPHALT SURFACE COURSE. 6° CURB & GUTTER . � , VO PROTECT TREES FROM DAMAGE. 6" CURB ' WO 4" PVC CONDUIT. CAP & MARK ENDS TO GRADE. � � `l, : HANDICAP PARKING SIGN ;; XO NEW CONCRETE TO MATCH EXISTING ADJACENT. i ` ?: - ;: --��-�� --�-- -�� EXISTING CONCRETE CURB '. _ ......... ...........- ........._.. � � >,, YO RELOCATED LIGHT ON NEW CONCRETE BASE. I ' ZO CONSTRUCTION LIMITS OF CARMEL DR. STREETSCAPE - • • - • • - • • - • • - PROPERTY LINE PROJECT #97-10. ;� -R/W R/W- RIGHT-OF-WAY LINE . . • ' SETBACK LINE ( ':> .,..._.., EASEMENT LINE - � �� - TOOLED COMPACTED BACKFILL �„ � ,- . , • a. . a. a a a , a ° � __....._. ._ ........ . ........._ .......... STREET CENTER LINE � � � � PHASE LINE � APPLY ANTI- SPALLING COMPOUND TOOL CONTROL JTS. � 1'-0" O.C. EXPANSION JTS � 40' ' O.C. � 1" RADIUS T LED EDGE �0 XY 1" BIT SURFACE COURSE � EXISTING PAVEMENT AFTER 1 " SURFACE MILLING XTRUDED CONCRETE CURB .v� � "DON'T DIG BLIND" "IT'S THE LAW" INOIANA UNDERGROUND PROTECTION SERVICE, INC. Call 1-800-382-5544 2 Working Days Before You Dig. CSOArchitects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Architecture Engineering �and Planning Historic Architecture Landscape Architecture Interior Design Space Planning �Copyright 2000 Scope mase d,aw��9s ,�d,<a�e �he 9e�e,a� ��o� o� �h< project 'in term9 of architectural tlesiqn ro cept, Drawings the dimensions of the bullding, the mojor architec- ��,a� ��me��s a�d �he �Y,� o, ,�,��t�.ea�, me�ha�,- col, eleClri<al systems. The drawings do not arily indim�e or describe all work required for full per(armance onE complefion ol the reduire- ments o� tha Contract On me basis of the general :�ooe ��d'�<acea o� ae9��roea, me o-aae �o�i.ao- �o„ ,no�� m�,� a�� ,�ms ,<a�.� �o, �n� o�ooK e.a��co� a�a �omPiero� oi me .o,n. Revisions: Q 10/03/00 SIGNAGE Q 12/11/00 ENTRANCE DRIVE 3Q 02/05/01 SIGNAGE Date Drawn By Checked By 04/24/00 ACH/RCT DBH � � � � � � � Q � � J � � • � � W � >z � � - � � � � � W >- O W � � Q Q � � U Q � � U � � � � � � � � � � � � � � � Certified By ,,,,,,, � � � � � �,,,., ., g, H� -. � � J�� F,e'�'': ,°P��G`N0�°�9y, = 910023 - , �'�.. STATE OF �� '� �''•�HDI AN�'�'° �2 :. ��"�SS�ONAL ��' ` '��,��,,,. Certified By Sheet No. 3 Of 10 Sheets File No. 99427