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Home My WebLink About04090009-10.5rJ L- V N N 89 046'03" E 250.00 91 Pig O « 1 1 . . op , 1 11 � ' O e•» �• « • 1, BUILDING • t d 39666 S.F. 1 1 « 1 i ` n �► ( PVC 11M.00% 11 / « rt 1 / . - .. I F. E. 821 I - , F• �• « I s GAS SERVICE TO ��1AAA {I�A� If 11 89046'03 W 250.00' PROPOSED SITE CONDITIONS LAND DESCRIPTION, Property Description: (D.R. 317, p. 712) Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East in Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning at a point on the West line of the Southwest Quarter of Section 31, Township 18 North, Range 4 East which is 275.00 feet North 01 degree 04 minutes 45 seconds West (assumed bearing) from the Southwest corner thereof; thence North 01 degree 04 minutes 45 seconds West on and along the West line of said Southwest Quarter 210.00 feet; thence North 89 degrees 50 minutes 15 seconds East parallel with the South line of said Southwest Quarter 250.00 feet; thence South 01 degrees 04 minutes 45 seconds East parallel with the said West line 210.00 feet; thence South 89 degrees 50 minutes 15 seconds West parallel with said South line 250.00 feet to the place of beginning. Together with all of the Grantor's right, title and interest, in and to the non — exclusive easement of Ingress and Egress reserved for the use of the Grantor in that certain Warranty Deed dated September 20, 1973 executed by Landmark Development Company to Woodland Shoppes, an Indiana partnership consisting of I.S. Lazerov and Frances E. Lazerov, which deed was recorded October 2, 1973 in Deed Record 269, pages 480 — 481 in the Office of the Recorder of Hamilton County, Indiana. Except: Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East, Hamilton County, Indiana, more particularly described as follows: A parcel of real estate thirty —five (35) feet in width by parallel lines, the centerline of which begins at a point on the West line of "Parcel 1", as described in deed to Woodland Shoppes hereinobove identified, distant 275 feet measured North 01 degree 04 minutes 45 seconds West from the Southwest corner thereof; thence South 89 degrees 50 minutes 15 seconds East 3.30 feet to a point; thence North 01 degrees 04 minutes 45 seconds West 17.50 feet along the West line of said Parcel 1 to the Point of Beginning; thence South 89 degrees 50 minutes 15 seconds West 250 feet to the centerline of Westfield Boulevard, the same being Beginning at a point. 1 - -C Hn 0 --O HA O DUMPSTER ENCLOSURE NOTE SEE ARCHITECTURAL PLANS FOR DETAILS PERTAINING TO THE DUMPSTER ENCLOSURE. BOUNDARY NOTE THESE PLANS WERE PREPARED FROM AN ALTA /ASCM LAND TITLE SURVEY PREPARED BY HAHN SURVEYING GROUP, INC. (JOB #0308186, DATED AUGUST 13, 2003); THEREFORE, ROGER WARD ENGINEERING, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL EXISTING PROPERTY LINES, EASEMENTS, AND RIGHT —OF —WAY LOCATIONS ARE DIFFERENT FROM WHAT IS SHOWN. SEE RECORD SURVEYS FOR EXACT INFORMATION REGARDING PROPERTY BOUNDARY, EASEMENTS, AND RIGHT —OF —WAY. UTILITY SERVICES IT IS ASSUMED THAT EXISTING GAS, ELECTRIC, TELEPHONE, AND WATER SERVICES TO THE EXISTING BUILDING WILL BE ADEQUATE FOR THE PROPOSED BUILDING. FURH7ER INVESTIGATION WILL BE REWIRED TO DETERMINE IF NEW SERVICES WILL NEED TO BE INSTALLED. CONTRACTOR IS TO COORDINATE WITH THE ARCHITECT AND ENGINEER IN THIS MATTER. 0 1 ° 0 M Fes► 0 O 1�. HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS MORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ELECTRIC T N 1 r� ASPHALT / - 45.0' / r ASSUMED NORTH SCALE: 1"= 20 ' 20 0 20 40 60 DEVELOPMENT SUMMARY TOTAL SITE AREA = 1.00+/— ACRES TOTAL DISTURBED AREA = 0.95 + /— ACRES CURRENT ZONING = B -8 EXISTING BUILDING = 5,400 S.F. PROPOSED BUILDING = 12,190 S.F. (600 S.F. RESIDENTIAL) EX. PARKING FACILITIES = 40 SPACES PR. PARKING FACILITIES = 31 SPACES NORTH SETBACK = 0' SIDE SOUTH SETBACK = 0' SIDE EAST SETBACK = 0' REAR WEST SETBACK = 10' FRONT REQUIRED PARKING 41 SPACES (1 SPACE /300 S.F.) (VARIANCE TO 31 SPACES REQUESTEDI r/ r / ZU O U I / I / N 0 Q 6P----- - - - - -_ -� o cow SANITARY MANHOLE / TC =M.47 cv 1r INV.N.( ?)--810.47 CO �� /' J O ASPHALT < r INV.W.(P) =810.521 f r = h+ / f r LIGHT POLE ON CONC BXSE ( \ + UNKNOWN POI.£ + < a� P BALI r r ASPHALT j II I r , r r CONC conk\ , I r 74.7' 60.00' ; I s t t I WM I i 0�" I I FFE = 820.31 — 6E ! b I t I ! 1425 RANGELINE ROAD m 1 1 1 r j t g I I 1 Q) ONE STORY \ �ry BRICK BUILDING J II 1 I 1 0 �0 00 < 0 r = I 1 � I 1 WHEEL STOP (71 �C r /I 11 WMTR 1 (� ASPHALT \\ = j BT 1 (I \ \ 1 1 1 \ r 60.00, — 78.0' \ / r L CONC I I \ t i r I + p 1 G CONC G / I ��— / I < 'CONC / _ 1 I RIPRA / I I r LIGHT POLE ON CONC BASE I I ELECTRIC T nvvs = sls.of _ ASPHALT 1� 00 I / ASPHALT 3- 15'CMP'S If r — — 7�� HA 0 ---fl HA 0 ----`0 HA 0 ----f] HA 0 - --a HA 0 - ----Q HA 0 III I�r�l' EXISTING SITE CONDITIONS UTILITIES — CARMEL non Gas Electric Vectren Public Service Indiana — Cinergy 1630 North Meridian St. Engineering Dept. 1441 South Guilford Indianapolis, Indiana 46207 Carmel, Indiana 46032 LEGEND (317) 592 -4500 Tel: (317) 581 -3041, Fax: (317) 581 -3031 SITE & UTILITY NOTES J EXISTING POWER POLE Water Sanitary Sewer 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO o� EXISTING OVERHEAD LINES Carmel Water 8c Sewage Clay Township Regional Waste District g y � � VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO c EXISTING BURIED GAS LINE Carmel , Indiana 46202 10755 North College Avenue (317)571_2442 Carmel, Indiana 46032 THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR S TO CONTACT T EXISTING BURIED TELEPHONE LINE (317) 844^9200 Z O RESPONSIBILITY THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE BE EXISTING BURIED ELECTRIC LINE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN N Telephone WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, "" EXISTING WATER VALVE Ameritech Storm Sewer Am OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD W Z North Meridian Street City of Carmel BEFORE WORK IS STARTED OR RESUMED. EXISTING FIRE HYDRANT Indianapolis, Indiana 46204 City Hall, 1 Civic Square F- W EXISTING WATER LINE 265 -4878 or 1 -800- 382 -5544 Carmel, Indiana 46032 (317) 571 -2441 2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING " N a AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM _ = EXISTING STORM SEWER Cable Television Streets SEWERS, AND WATER MAINS. W EXISTING SANITARY SEWER & MANHOLE Time Warner Cable City of Carmel 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES � "1 Q 516 East Carmel Drive City Hall, 1 Civic Square � RUNNING UNDER PAVED AREAS TO BE BACKFILIFD WITH O PROPOSED STORM SEWER & MANHOLE Carmel, Indiana 46032 Carmel, Indiana 46032 GRANULAR MATERIAL. (317)848 -4726 (317) 571 -2441 a G PROPOSED GAS SERVICE U 4. ALL WATER MAINS TO HAVE A 54' MINIMUM COVER OVER LL TOP OF PIPE. E PROPOSED ELECTRIC SERVICE co Z > o 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT —OFF O PROPOSED ASPHALT PAVEMENT Utility Hotline: within Indiana 1 -800- 382 -5544 outside Indiana VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. BO INTEGRAL CURB &WALK 1 -800- 428 -5200 W (APPLIES TO COMMERCIAL ONLY) Z N Note 6. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH CO 6" STRAIGHT CURB � STATE BOARD OF HEALTH REQUIREMENTS. Z N The nature, size and location of utilities are per plans and locations provided DO LANDSCAPE AREA by the respective utility companies. The above list constitutes some, if not 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS Wi all, of the utility companies which may provide service in the area of, and AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES adjacent to, the subject project, based upon the infatuation available through W ARE TO BE EQUALLY PLACED BETWEEN EXPANSION JOINTS, such plans and locations, and any incidental visual inspection. All utility , CONTRACTION JOINTS, AND PERPENDICULAR SIDEWALKS AT 5' companies should be notified prior to any excavation for field location of INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. Z Z services and verification of size and nature of services. 8. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. non J ZO Z O U N M1l W W Z 0 W F- 0 " N a o C W W LLI � "1 Q W � N O 0 � a 0 U V LL oz LAJ co Z > o o H X LL W Z Z N Q � Z N Wi . W , W Z Z Z W J U -0 i= ZFn :5 Z �0 U W 1 V V 06 Z W ~ ^ � F— (/) 5� W s 9 0 W� ui oe Z N � a3ri� J W I— � O 0 w w =zz �Qwo 2 2 Z z �Q�w Q Zp =Q <ao� :D � N V0� U PE10403858 -o' STATE OF S�ONAL�kNGI \ \ . BY: DATE: SHEET C1 OF 9 JOB #: CAX.003