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HomeMy WebLinkAbout58-01 59-01 Cul De Sac Planr , 8 m W o 0 ii 0 0 8 9 h•. 0 0 le L 'BOCK wB � � I Ilk \I%*'� ZONED 'B -3' EX15T. 5TM, STR. ADJUST CASTING TO 891.00* GRADE ELEV. EX. TOR= 891.28 �-EX. INV= 879.88 (NE) \ i �\\ ♦ !z nL' \ _ CaY INV =R7Q RR , NW) omo PC J •F \ G,G l O d ��► \\ `lb F oy , lk PC' � \ y \ P-0 / / �0 \ \ / o N N ` J�'� i \ \ \a GJ►�y �` ZONED 1B -3 EXIST. INLET , 'Q/ ' \\ ic, y� EX. TOR= 891.87 X /'0, '< EX.INV= 889.34 / W, - -- ------ A \ + \ I 0)� 0-01 / I / I I � I / / / / I + / ' / / / / Z-1000, 1 - / / 0000' 1000, , , I � , 1 I I I /� I I CP II / t` O -' II 0 Ii 00// I I � II II / II // �II / / � 1 I I le 0 / EXIST. SJi,I. STR TOR 8 31 . I I - - - - -' / / MATCH EX15T. REPLACE CURB 4A�TIN6 W/ I I is �� 510EWALK ROLL -CURS CASTING TO MATCH D 04TING CA5TIN�+ ON CARWINIMV WAY / TOR 88"5 (R I'LOWAINQ i df -,dV' 0 1 eJb - opkU MATCH EX15T. 51DEWALK - REPLACE CURB CA51IN6 W/ ROLL -CURB CASTING TO MATCH D C15TING CASTINGS ON CARWINION WAY TOR 889.48 (6► FLOW LINE) EX. INV = 887.02 (NW) EX. INV = 886.99 SW EXISTING R/W planter PROP05ED R/W ASHBROOK SUBDIVISION 15' DRAINAGE AND IZONED 'S -2' UTILITY EASEMENT EXIST. TOR 890.7* ADJUST CASTING' TO x90.90* GRADE ELE\ EX. INV =879.20 (NW EX. INV =879.13 (SE) ( EX, INV- 885.96 NE; \ ` 1 + 1 + % P% m` ' LAND DESCRIPTION Block "G" West Carmel Center A part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: Commencing at the Northeast Corner of the Northwest Quarter of Section 7, Township 17 North, Range 3 East; thence South 00 degrees 25 minutes 52 seconds East (assumed beoring) 45.00 feet along the East Line of said Northwest Quarter to the southern boundary line of 106th Street (see the SPECIAL WARRANTY DEED recorded as instrument /9809836325 in the office of the Recorder of Hamilton County, Indiana); thence South 89 degrees 05 minutes 48 seconds West 561.99 feet along said southern boundary line of 106th Street to a southeastern boundary line of Commerce Drive (see the SPECIAL WARRANTY DEED recorded as instrument 19809836325 in said Recorder's office), the following seven (7) courses ore along the boundary line of said Commerce Drive; 1) thence South 44 degrees 19 minutes 42 seconds West 35.50 feet; 2) thence South 00 degrees 26 minutes 24 seconds East 146.92 feet to the point of curvature of a curve to the left, said point of curvature being South 89 degrees 33 minutes 36 seconds West 310.00 feet from the radius point of said curve; 3) thence southerly and southeasterly 193.00 feet along said curve to its point of tongency, said point of tongency being South 53 degrees 53 minutes 17 seconds West 310.00 feet from the radius point of soid curve; 4) thence South 36 degrees 06 minutes 43 seconds East 663.48 feet; 5) thence South 81 degrees 03 minutes 10 seconds East 26.88 feet to the POINT OF BEGINNING of this description, sold point of beginning being on a non-ton gent curve concave to the southeast (said curve hereinafter referred to as "Curve #11 and being South 69 degrees 55 minutes 28 seconds West 50.00 feet from the radius point of Curve #1; 6) thence South 81 degrees 03 minutes 10 seconds East 8.51 feet to a point on a non - tangent curve concave to the southeast (said curve hereinafter referred to as "Curve #2 "), sold point being North 35 degrees 22 minutes 11 seconds West 615.00 feet from the radius point of Curve #2; 7) thence northeasterly 122.63 feet along Curve #2 to the East Line of said Northwest Quarter (said point hereinafter referred to as "Point 'A"), Point "A" being North 23 degrees 56 minutes 41 seconds West 615.00 feet from the radius point of Curve #2; thence North 00 degrees 25 minutes 52 seconds West 22.22 feet olong the East Line of said Northwest Quarter to a point on a non- tangent curve concave to the southeast, said point being North 25 degrees 09 minutes 18 seconds West 257.38 feet from the radius point of said curve; thence southwesterly 27.19 feet along said curve to a point of reverse curvature, said point of reverse curvature being North 31 degrees 12 minutes 30 seconds West 257.38 feet from the radius point of said curve and being South 31 degrees 12 minutes 30 seconds East 36.00 feet from the radius point of the reverse curve; thence southwesterly and westerly 30.26 feet along said curve to a point of reverse curvature, said point being South 16 degrees 56 minutes 41 seconds West 36.00 feet from the radius point of said curve and being North 16 degrees 56 minutes 41 seconds East 50.00 feet from the radius point of the reverse curve which is Curve #1; thence westerly, southwesterly and southerly 110.85 feet along Curve #1 to the POINT OF BEGINNING containing 0.095 acres, more or less. ALSO, a part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: Commencing at Point "A" on the East Line the Northwest Quarter of Section 7, Township 17 North, Range 3 East and on the boundary line Commerce Drive (see the SPECIAL WARRANTY DEED recorded as instrument #9809836325 in the office of the Recorder of Hamilton County, Indiana), the following four (4) courses are along said boundory line of Commerce Drive; 1) thence South 00 degrees 25 minutes 52 seconds East 54.99 feet along the East Line of said Northwest Quarter to the POINT OF BEGINNING of this description, said point of beginning being on a non - tongent curve concave to the southeast (said curve is concentric with Curve 12), said point being North 26 degrees 10 minutes 13 seconds West 565.00 feet from the radius point of said curve; 2) thence southwesterly 90.07 feet along sold curve to a point being North 35 degrees 18 minutes 15 seconds West 565.00 feet from the radius point of said curve; 3) thence South 08 degrees 57 minutes 08 seconds West 35.32 feet; 4) thence South 36 degrees 06 minutes 43 seconds East 8.73 feet to a point on the northeastern right -of -way line of Commerce Drive as per the plat of Block D of West Carmel Center recorded as instrument #200000057496 in Plat Cabinet 2, slide 515 in said Recorder's office, said point also being the point of curvature of a curve to the left and being South 53 degrees 53 minutes 17 seconds West 288.45 feet from the radius point of said curve; thence southeasterly 94.73 feet along said right- of -woy line and along said curve to its point of tongency, said point of tongency being South 35 degrees 04 minutes 16 seconds West 288.45 feet from the radius point of said curve; thence South 54 degrees 55 minutes 44 seconds East 14.20 feet along sold right -of -way line to the East Line of said Northwest Quarter, thence North 00 degrees 25 minutes 52 seconds West 162.16 feet along the East Line of said Northwest Quarter to the POINT OF BEGINNING containing 0.196 acres, more or less. NOTE: CONTRACTOR SHALL COORDINATE WITH SHELL COMPANY TO DETERMINE EXACT LOCATION, SIZE AND DEPTH OF THE EXISTING SHELL PIPELINE. CONTRACTOR SHALL NOTIFY ENGINEER ABOUT HIS FINDINGS PRIOR TO COMMENCING ANY CONSTRUCTION. 0' 20' 40' SCALE: 1 " =20' PROPOSED LEGEND -889 PROP05ED CONTOURS Tar of CURb TC 888.50 PROP05ED CURL) ELEVATIONS b0TTOM of CURb BC 888.00 888.65 PROP05ED SPOT ELEVATIONS R/W PAVEMENT O CONCRETE CURD AND GUTTER (TYPE II) O CONCRETE ROLL CURD AND GUTTER © CONCRETE LIP GUTTER M. E. MATCH EXISTING GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM, TO HAMILTON COUNTY STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVING AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. ANY UTILITIES THAT NEED TO BE RELOCATED WILL BE DONE AT THE DEVELOPERS REQUEST, 15. ALL DAMAGED SSD UNDER THE CURB WILL NEED TO BE REPLACED. 16. WHERE GRASS PAVE WILL BE USED FOR EMERGENCY VEHICLE ENTRANCE, THE SSD MATERIAL USED WILL BE THE SMOOTH WALL, DOUBLE WALL 'HIGH Q' PLASTIC PIPE. SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 6. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 7. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 8. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 9. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T, STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP 10. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. a 04/20/01 DRAYVN BY: Vo~( Z a AF JOB NO- "MOB �H'�OA 0 �O yyy "" ii dv� E CC 0 ZWQi�a ( E-4 C) LW r ^a]ZWb NA v a� z ~0 �g a o Z V W a w� 0 Z aW Z Z W m INN aMO vC.q �Q UW CL Z CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - f E Tqy �c,C'' No. * 19900549 STATE OF TIFIED BY Z a J a v a uU 0 J V H a a oc a G Z a Z s� © Q i �Z 0 W/ Z i Im Oa 00 cc W x a V DATE: 04/20/01 DRAYVN BY: PED CHK'D BY: AF JOB NO- IN 2001.0191 REVISIONS 1 COMENT 06/06/01 MCMD C N 06/29/01 5 RE -155UE 09/26/01 SHEET NO. C2wl OF