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Home My WebLink About1212.00.6GENERAL 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. N89'S5'OO'E 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- ?fi. %6' OUT PONDING WATER. THE PAVING CONTRACTOR SHALL " TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FUTURE ,- PR6P05 n FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION 15.52 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 SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. 3 WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, O THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO O A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING L0 THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE O 0 OR - EXCAVATION. � O � 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- O PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL Z 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. 8. 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 THE 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 FUTURE , REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. PHASE 2 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY PROPOSE OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- PHASE 1 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- CATIONS. 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 -'ESE PLANS AND ON THE SURVEY MAY NOT BE A COMz�',_ET E INVENTORY C_ AFL _ -E EXISTING UTILITIES PRESENT -'N AND AR0"ND T - S SITE - THE LOCATION AND SIZE 0� ` ESE LF 1 !T!ES MA BE APPROXIMATE THIS :NFCPMA- ON WAS ;,AT -EPE i CR SUPPLIED BY OTHERS .AN. BY 'Ht A E 'iD M_r '4 T BE ACTUAL "-4E A. � • ,-_B= ZvR AN', NC`; PECT _,„{ M 'tiD CATER MPL ED OR -- _V =2 1% ate_ { _LNSP�TE PA,r7VEN _ ^ 'NA AP= \407 =tCE =D A MAX:MIJM _ a" L =E�= =� - _ �N':D OL _ . N -S SHALL N(-',-, E XC EE u MA v M� M -_Ni _ _N' R X�aNSICN JOINTS SHALL ' N - ENTRR _ N-cSS C 7'"ERW c_ N._ _F^ __R �DL,ANS. �?. ALL CONCRETE CURBS SHALL SE 7 `CL_L F-OR DN -4 JC',NTS AND NOT - EXCEED ")'-C' VAA;MUM EX AN- SION JOINTS SHALL NC EXCEED 4C _' 'AAXIM _ M. :0` TROL JOINTS MAY BE SAW C _ NiTHiN 2-1 - 3URS A--ER �. THE CURBS ARE POURED -- 23. ALL DIMENSIONS OF PAVEMEN` 1 ARE `') THE "GE 01` PAVEMENT OR FACE OF CURB JN_ESS OT- 47RW, -E NO'_D. 24. ALL DIMENSIONS ARE PARALLEL ANL) PF RPE'4'DICUL-�- Tn �_ THE BASE LINES, PROPERTY l.. NES AN_ 'R B1 DiN� i UNLESS OTHERWISE NOTED. 25. ALL RADII INDICATED SHALL BE FORIVED -_IRCU; ' ARCS. �"'.. 26. ALL AREAS WHERE THE PROPOSED ASPHALT . aVEMEN MEETS THE EXISTING PAVEMENT, THE EXISTING PA.'EME',iT EDGE SHALL BE FREE OF ALL LOOSE MATERIALS 'HE EDGE OF THE EXISTING ASPHALT SHALL BE Sr"_ -LEL 'WI -A A TACK COAT MATERIAL BEFORE THE NEW AS+ ALT IS INSTALLED. 27. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR THE I CURB SHALL NOT EXCEED A SLOPE OF 1" IN 127' -ON " ITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH THE ADA REQUIREMENTS, SEE SITI PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE DETAILS FOR SPECIFICATIONS. J U 120 N 89'55' 00 "E K G EXISTING FOUR -STORY OFFICE BUILDING TC 830.25 t '.•. `` ` 1 829.75 6 L; .. , :• *% INLET PER DETAIL 03/C108 829.75 TC RIM ELEV. 829.60 829.25 .�• �--�" '�'�� ' INV. IN OUT (EX'TG) 826.93 01011011--m 62 LF 12" RCP ® 0.35% SLOPE, 43 LF 12" RCP 0.30; SLOPE INV. IN 826.58 - INLET PER DETAIL 03/C108 ALTERNATE #1 SITE LAYOUT PLAN 90#16 f • W �> .. /7 INLET NORTH ................... R -4, RESIDENCE DISTRICT SOUTH ................... 829.25 TIC PER DETAIL 04/C108 B -8 828.75 EXP. JT. RIM INV. -0 , /- INV. OUT N 826.18 CONCRETE CURB FLOW o I PER DETAIL 04/108 N CONC. TURNOUT RIM ELEV. 828.18 / INV. IN NW 826.45 INV. OUT E 826.41 / EXP JT, CONCRETE CURB--,,,,,, 2' -0" R PLAN ASPHALT PVMT. CONC. CURB END TAPER (SIMILAR) CONC. TURNOUT . - _ -cvl CONCRETE CURB - - -�' SECTION CONCRETE TURNOUT DETAIL o ` cIaz� ALTERNATE #1 J U 120 N 89'55' 00 "E K G EXISTING FOUR -STORY OFFICE BUILDING TC 830.25 t '.•. `` ` 1 829.75 6 L; .. , :• *% INLET PER DETAIL 03/C108 829.75 TC RIM ELEV. 829.60 829.25 .�• �--�" '�'�� ' INV. IN OUT (EX'TG) 826.93 01011011--m 62 LF 12" RCP ® 0.35% SLOPE, 43 LF 12" RCP 0.30; SLOPE INV. IN 826.58 - INLET PER DETAIL 03/C108 ALTERNATE #1 SITE LAYOUT PLAN 90#16 f • W �> .. /7 INLET NORTH ................... R -4, RESIDENCE DISTRICT SOUTH ................... 829.25 TIC PER DETAIL 04/C108 B -8 828.75 RIM INV. ELEV. 828.12 IN W 826.20 /- INV. OUT N 826.18 - CURB INLET PER DETAIL 04/108 RIM ELEV. 828.18 / INV. IN NW 826.45 INV. OUT E 826.41 / LEGAL DESCRIPTION: 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. Wilfong 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 -woy 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 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 tongency 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. Wilfong 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, 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 , -(D PLAN NOTES: PARKING DATA AO LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 04/C107. B� HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 05/C107. O MATCH EXISTING PAVEMENT. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING AND PROPOSED PAVEMENT. O 4" THICK CONCRETE WALK. SEE DETAIL 06/C107. EO CONCRETE STOOP. SEE DETAIL 08/C107. FO 6" CONCRETE CURB AND GUTTER SEE DETAIL 16/C 107. G� PATCH ASPHALT AS NEEDED. O 4" WIDE PARKING STRIPE TYPICAL. COLOR TO BE WHITE. OI HANDICAPPED PAVEMENT SYMBOL. TYPICAL FOR ALL HANDICAPPED SPACES. SEE DETAIL 02/C107. O HANDICAPPED PARKING SIGN. SEE DETAIL 01/C107. KO HANDICAP RAMP. SEE DETAIL 03/C107. O 6" THICK CONCRETE SLAB. SEE DETAIL 07/C107 AND DETAIL O1 /C 108 FOR DIMENSIONS. O TAPER 2' OF END OF NEW CURB TO MATCH GRADE OF TOP OF ASPHALT. O TRASH ENCLOSURE. SEE DETAIL 01/C108. CENTER ON ASPHALT DRIVE. O STOP SIGN. SEE DETAIL 18/C107. O 45' STRIPING @ 2' O.C., PAINTED WHITE O CONCRETE ISLAND. SEE DETAIL 17/C107. �R 6" CONCRETE CURB. SEE DETAIL 12/C108. O FUTURE GROUND SIGN (BY OTHERS). O SITE LIGHTING . MATCH FIXTURE SHOWN ON C109. OU 1" ASPHALT SURFACE COURSE. O PROTECT TREES FROM DAMAGE. O 4" PVC CONDUIT. CAP & MARK ENDS TO GRADE. O NEW CONCRETE TO MATCH EXISTING ADJACENT. (�Y RELOCATED LIGHT ON NEW CONCRETE BASE. O CURB STROMWATER TURNOUT PER DETAIL 02 /C 102A. O DEMO PLAN NOTES: O1 COORIDINATE RELOCATION OF EXISTING ELECTRIC TRNAFORMER WITH ELECTRIC UTILITY COMPANY AND OWNER. O REMOVE EXISTING CONCRETE CURB, O3 REMOVE EXISTING ASPHALT PAVEMENT. O4 REMOVE EXISTING STORM PIPE. 5O REMOVE EXISTING TRENCH DRAIN. OREMOVE EXISTING TREE. < RELOCATE EXISTING SIGN WHERE DIRECTED. < RELOCATE EXISTING LIGHT POLE ON NEW BASE. REMOVE EXISTING CONCRETE BASE. OREMOVE EXISTING LIGHT FIXTURE, POLE, & CONCRETE BASE. COM BACH ADMI V AAITI PROPOSED STANDARD SPACES ....................... PROPOSED HANDICAP SPACES ............. . TOTAL PARKING SPACES PROVIDED .................. REQUIRED PARKING SPACES ......................... (1 PER 300 SO. FT.) 306 6 312 277 ZONING SUMMARY SITE ...................... B -8, BUSINESS DISTRICT ADJACENT PROPERTY: NORTH ................... R -4, RESIDENCE DISTRICT SOUTH ................... B -8 EAST................... B -8 WEST ................... B -8 LEGEND: 6" CONCRETE SLAB -- 6" CURB & GUTTER 6" CURB HANDICAP PARKING SIGN EXISTING CONCRETE CURB • - - PROPERTY LINE RIGHT -OF -WAY LINE SETBACK LINE EASEMENT LINE STREET CENTER LINE �� •�• PHASE LINE 7„ PAVEMENT SURFACE 6" EXTRUDED CONCRETE CURB o, N TS c 102# • "DON'T DIG BLIND" "IT' 5 THE LAW" L""u«,Q FRoTtrno» Sexvcr W W�;�kmg Via, s Before Y�?u ^,y.