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Home My WebLink About006-94 World Wide Motors Grading PlanProposed Fire Hydrant Proposed 2'0 Concrete Parking Lot Light Base o Existing RCP End Section -� Proposed RCP End Section-� r ASPHALT PArRMC; LCT ^VV ELECTRICAL z ^� r+st udt ¢ r � AL r COt1cRETE CURB ' 746.90 FL sow r� r MA GRAPHIC SCALE ( L FEET ) 1 inch = 30 ft A 'E *. q 4000 East 96th S1.. *4� e $1 - 7a of •a7 ___ --- _ -- - , ' - 754 -- _' _ _ _ 75 .25�� x / EX ]s• RCP a� 2' colucxVTE +20u- T1P�, CURB 4 GUTTM � - 4y `n - ' y .�', 'M s' RCA Site A ddress: 8900 East 96th Street Indianapolis, Indiana 46280 Clay Township, Hamilton, County APPROXIMATE LOCATION OF EXISTING 6" SANITARY FORCE MAIN WITHIN THE RIGHT-OF-WAY OF 96TH ST., EXACT LOCATION CANNOT BE DETERMINED WITHOUT EXCAVATION. 1A14t "U0I k1 R1 Ca � 00 a U q f i Q A 4K 5 kti i v 1 I n 1� .��' • .\�' "f1Y 1 t �� o Z''o IL L) (2 48 1 'fig _ ' '1 O tat Z tALT PARKING LOT 749.00 �' 00-00-00w El a o 1.0 x slope - 74s 35,00' 1 `Q o cr r o r� IAI - 746.50 FL o 00 - 751.45 750.65 z z o ioL S 750.31 '1 9 Z Z N da e' IE=747.82 t x x N 751_08 _ �� .p w w Z ' S / 750.75 t 1 F W,00< 753.01 ted. N 746.50 FJ W 14.1 752.51 Ill i , ^yam �p`V, / ( n rte. ii GRADEBREAK )S i b4 hS, � 4! 07' ' '35.N MARE V491 VE _Z_� 114.69' MODIFY EX STING CURB CUT -- a ASPHALT STREET 1b ,M Q d 2 CONCRETE ROLL-TYPa CIIR!! ! 4tI'1=3i g' 1� g' 1' 'kip NEW CURB CUT 754 c r. K 38'x��rCi1PA` _ - - - -� _ <R4•L's X14 O 751 -tea x •w 9'w R•w.- B'H 755 .. s•w 8'w - BENCHMARK: "RM 18" Chisled square on the Southern upstream walkway at the Lakeshore Drive Bridge over Carmel Creek. ELEV. = 761.10 ft. NGVD 1929 >1 'ems = 747.50 [_�i !icy '�1 /rp! FL F9 *I { IE=748.1 748.00 q � C', e . Q 00 I 0 M cr� t * rn �. 749.00 .. ° FLS ;^ LJ 9 ' N p CL 60 r , o {� a t rn �: � I 749.50 FL,• z 75 .00 FL fil �� r, 750.50 FL ^l eCk Southwest corner of the Southwest Quarter of Section 8, Township 17 North, Range 4 East �3 k GRADING NOTES iW M i�JZ = Q z N 0.4 zt 1. For gutter rine elevations using standard roll curb and b :d N e Li gutter, subtract 0.33 feet from to of curb elevations and i�'•'•• _ •' �` t 0.50 feet op curb elevations. alFor r�reverse-slope Poll curb, subtract tf for standard 0.29feet '''��j PRO; •`• from top of curb elevations to edge of pavement elevations. //fl1f1111! 2. Earthwork Balance - It is the intent of these plans to balance all earth materials onsite. In order to satisfy themselves regarding the disposition of the earth balance of the site, each bidding contractor shall perform his or her own earthwork quantity takeoff prior to submitting their proposal. Bidders must designate on the proposal forms the quantities of any excess or shortage of structural fill or topsoil materials anticipated. The Contractor shall confirm all earthwork quantities prior to the start of construction. If an excess or shortage of earth Is encountered, the Con- tractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or Importing of earth. Minor adjustments to the grades may be required to obtain earthwork balances when minor excess material or shortages are encountered. It Is recognized by the parties hereto that the calculations of the Engineer in determining the earthwork quantities shall be accomplished In accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings regarding physical limits of the various soil types, also the allowa- ble variation in finish grade and compaction permitted the contractor, and that all of these parameter's may cause either an excess or shortage of actual earthwork materials to complete the project. If such an actual minor excess or shortage of materials occurs, the Contractor shall contact the Engineer to determine if adjustments can be made to correct the imbalance of earth. 3. Spot Elevations - If during the construction or survey layout process it is determined that there are Insufficient spot elevations to properly construct the project or the design grades appear to be too steep or fiat for on-site conditions, the Contractor shall contact the Engineer to adjust or add additional elevations as required. 4. All clearing, burning, stump removal, debris disposal and building demolition, if applicable, shall be performed in accordance with applicable governmental rules and regulations and shall Include all items and areas depicted on the Construction Plans and Specifications and apparent through a visual site inspection. 5. Sol types on this site are MmA - Miami Silt Loam, 0 to 2% slopes and MmB2, 0 to 6% as depicted by HAMILTON County Soil Conservation mapping. 6. See Soils Report by. N/A -_ for fill recommendations and existing soil conditions. Any soil investigation data furnished to Contractor by Owner shall be for the convenience of Contractor, and Owner will not be responsible for any variance in actual conditions with such data or Interpretations or conclusions drawn therefrom. Data on subsurface conditions do not constitute a represent- atlon or warranty of the continuity of such conditions. 7. Building pad areas designated for fill for future buildings shall be constructed of suitable fill material and compacted per Specifications. All fill areas for building and parking areas are to be stripped of topsoil prior to placement of fill and proof rolled. Any areas containing soft, yielding, or otherwise unsuitable materials shall be undercut or stab- Ilized by approved methods directed by the Soils Engineer. Undercut areas shall be filled with approved materials and shall be compacted per Specifications. 8. For grades between sidewalk and building, see Architectural Plar s. 9. All topsoil shall be placed in mounding areas and nonstruc- tural fill areas. Upon completion of mass earthwork, topsoil shall be spread to a depth of 4 to 6 inches In areas to be seeded such as lake slopes, mound areas, areas between curb and clearing limits, drainage swales and all disturbed areas outside of building and parking areas. J. At all times during the construction process, Contractor shall make every effort to control excessive dust and keep mud from being tracked onto existing streets adjoining the site. Contractor shail also make every effort to control soil ero- sion. Straw bale dams, sediment pits, silt fences, rip -rap and slotted barrel silt filters shall be installed concur- rently with the installation of the storm drainage systems and the finish grading of surface drainage swales. These measures must be correctly Installed per the Construction Plans prior to acceptance of the earthwork and storm sewer components by the Owner. See erosion control specifications and erosion details for additional information. See Soil Erosion Plan for additional information. STOMA 3TRUCTUM DATA TABLE Existing Treeline UPSTREAM INVERTS STRUCTURE TYPE Existing Grade Elevation +� 1 Proposed Grade Elevation 750.33 12' RCP END SECTION 2' Concrete Roll Curb -- 750.00 750,50 2 i ' 747.3030' OF 12" RCP O 0.2676 ! 12' RCP END SECTION ; 47.22 6" Chairback'integral Walk & Curb 750.00 3 751.83 Existing Grade Contour - - -749__ RETAIN. WALL INLET STR. Proposed Grade Contour 3 - 4_ Existing Ditch/Swale Flowllne - e e -s-- 748.93 152. OF 15' RCP O 0.90% Proposed Drainage Flow Annotation 4 Existing Sanitary Sewer Proposed Sanitary Sewer Sanitary MH c c o _0 o 0 --"-. R -3501 -TL Existing Storm Sewer Storm MH 5 Proposed Storm Sewer -�, ;> 748.93 Existing Catchbasin d - Curb Inlet (Typ.) m cr' 5 Proposed Catchbasin 1 752.28 Existing Powerpole -w w„ c� Proposed Water Valve 6 - Existing Overhead Power Line --- -aQ w Existing Underground Water Line w +�'W Proposed Underground Water Line _W o 748.88 250' OF 18' RCP O 0.35% 748.00 _ PAVEMENT INLET Existing Underground Gas Line- c 7 - 8 Proposed Underground Gas Line - G a r Proposed Underground Electrical Line - E f°- o, ; o- Proposed Underground Telephone Line -- T - �� ` Handicap Parking Space PAVEMENT INLET -'JJ ; Existing Fire Hydrant R-3238 9 Proposed Fire Hydrant Proposed 2'0 Concrete Parking Lot Light Base o Existing RCP End Section -� Proposed RCP End Section-� r ASPHALT PArRMC; LCT ^VV ELECTRICAL z ^� r+st udt ¢ r � AL r COt1cRETE CURB ' 746.90 FL sow r� r MA GRAPHIC SCALE ( L FEET ) 1 inch = 30 ft A 'E *. q 4000 East 96th S1.. *4� e $1 - 7a of •a7 ___ --- _ -- - , ' - 754 -- _' _ _ _ 75 .25�� x / EX ]s• RCP a� 2' colucxVTE +20u- T1P�, CURB 4 GUTTM � - 4y `n - ' y .�', 'M s' RCA Site A ddress: 8900 East 96th Street Indianapolis, Indiana 46280 Clay Township, Hamilton, County APPROXIMATE LOCATION OF EXISTING 6" SANITARY FORCE MAIN WITHIN THE RIGHT-OF-WAY OF 96TH ST., EXACT LOCATION CANNOT BE DETERMINED WITHOUT EXCAVATION. 1A14t "U0I k1 R1 Ca � 00 a U q f i Q A 4K 5 kti i v 1 I n 1� .��' • .\�' "f1Y 1 t �� o Z''o IL L) (2 48 1 'fig _ ' '1 O tat Z tALT PARKING LOT 749.00 �' 00-00-00w El a o 1.0 x slope - 74s 35,00' 1 `Q o cr r o r� IAI - 746.50 FL o 00 - 751.45 750.65 z z o ioL S 750.31 '1 9 Z Z N da e' IE=747.82 t x x N 751_08 _ �� .p w w Z ' S / 750.75 t 1 F W,00< 753.01 ted. N 746.50 FJ W 14.1 752.51 Ill i , ^yam �p`V, / ( n rte. ii GRADEBREAK )S i b4 hS, � 4! 07' ' '35.N MARE V491 VE _Z_� 114.69' MODIFY EX STING CURB CUT -- a ASPHALT STREET 1b ,M Q d 2 CONCRETE ROLL-TYPa CIIR!! ! 4tI'1=3i g' 1� g' 1' 'kip NEW CURB CUT 754 c r. K 38'x��rCi1PA` _ - - - -� _ <R4•L's X14 O 751 -tea x •w 9'w R•w.- B'H 755 .. s•w 8'w - BENCHMARK: "RM 18" Chisled square on the Southern upstream walkway at the Lakeshore Drive Bridge over Carmel Creek. ELEV. = 761.10 ft. NGVD 1929 >1 'ems = 747.50 [_�i !icy '�1 /rp! FL F9 *I { IE=748.1 748.00 q � C', e . Q 00 I 0 M cr� t * rn �. 749.00 .. ° FLS ;^ LJ 9 ' N p CL 60 r , o {� a t rn �: � I 749.50 FL,• z 75 .00 FL fil �� r, 750.50 FL ^l eCk Southwest corner of the Southwest Quarter of Section 8, Township 17 North, Range 4 East �3 k GRADING NOTES iW M i�JZ = Q z N 0.4 zt 1. For gutter rine elevations using standard roll curb and b :d N e Li gutter, subtract 0.33 feet from to of curb elevations and i�'•'•• _ •' �` t 0.50 feet op curb elevations. alFor r�reverse-slope Poll curb, subtract tf for standard 0.29feet '''��j PRO; •`• from top of curb elevations to edge of pavement elevations. //fl1f1111! 2. Earthwork Balance - It is the intent of these plans to balance all earth materials onsite. In order to satisfy themselves regarding the disposition of the earth balance of the site, each bidding contractor shall perform his or her own earthwork quantity takeoff prior to submitting their proposal. Bidders must designate on the proposal forms the quantities of any excess or shortage of structural fill or topsoil materials anticipated. The Contractor shall confirm all earthwork quantities prior to the start of construction. If an excess or shortage of earth Is encountered, the Con- tractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or Importing of earth. Minor adjustments to the grades may be required to obtain earthwork balances when minor excess material or shortages are encountered. It Is recognized by the parties hereto that the calculations of the Engineer in determining the earthwork quantities shall be accomplished In accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings regarding physical limits of the various soil types, also the allowa- ble variation in finish grade and compaction permitted the contractor, and that all of these parameter's may cause either an excess or shortage of actual earthwork materials to complete the project. If such an actual minor excess or shortage of materials occurs, the Contractor shall contact the Engineer to determine if adjustments can be made to correct the imbalance of earth. 3. Spot Elevations - If during the construction or survey layout process it is determined that there are Insufficient spot elevations to properly construct the project or the design grades appear to be too steep or fiat for on-site conditions, the Contractor shall contact the Engineer to adjust or add additional elevations as required. 4. All clearing, burning, stump removal, debris disposal and building demolition, if applicable, shall be performed in accordance with applicable governmental rules and regulations and shall Include all items and areas depicted on the Construction Plans and Specifications and apparent through a visual site inspection. 5. Sol types on this site are MmA - Miami Silt Loam, 0 to 2% slopes and MmB2, 0 to 6% as depicted by HAMILTON County Soil Conservation mapping. 6. See Soils Report by. N/A -_ for fill recommendations and existing soil conditions. Any soil investigation data furnished to Contractor by Owner shall be for the convenience of Contractor, and Owner will not be responsible for any variance in actual conditions with such data or Interpretations or conclusions drawn therefrom. Data on subsurface conditions do not constitute a represent- atlon or warranty of the continuity of such conditions. 7. Building pad areas designated for fill for future buildings shall be constructed of suitable fill material and compacted per Specifications. All fill areas for building and parking areas are to be stripped of topsoil prior to placement of fill and proof rolled. Any areas containing soft, yielding, or otherwise unsuitable materials shall be undercut or stab- Ilized by approved methods directed by the Soils Engineer. Undercut areas shall be filled with approved materials and shall be compacted per Specifications. 8. For grades between sidewalk and building, see Architectural Plar s. 9. All topsoil shall be placed in mounding areas and nonstruc- tural fill areas. Upon completion of mass earthwork, topsoil shall be spread to a depth of 4 to 6 inches In areas to be seeded such as lake slopes, mound areas, areas between curb and clearing limits, drainage swales and all disturbed areas outside of building and parking areas. J. At all times during the construction process, Contractor shall make every effort to control excessive dust and keep mud from being tracked onto existing streets adjoining the site. Contractor shail also make every effort to control soil ero- sion. Straw bale dams, sediment pits, silt fences, rip -rap and slotted barrel silt filters shall be installed concur- rently with the installation of the storm drainage systems and the finish grading of surface drainage swales. These measures must be correctly Installed per the Construction Plans prior to acceptance of the earthwork and storm sewer components by the Owner. See erosion control specifications and erosion details for additional information. See Soil Erosion Plan for additional information. STOMA 3TRUCTUM DATA TABLE STRUCTURE; CASTING NUMBER ELEVATION UPSTREAM INVERTS STRUCTURE TYPE DOWNSTREAM CASTING INVERTS TYPE 1 12' RCP END SECTION 1 - 3 2 i ' 747.3030' OF 12" RCP O 0.2676 ! 12' RCP END SECTION ; 47.22 3 751.83 RETAIN. WALL INLET STR. R-3150 3 - 4_ ' _ 748.93 152. OF 15' RCP O 0.90% 747.56 4 752.05 j CURB INLET R -3501 -TL 4 - 5 749.42 139' OF 15' RCP O 0.357 748.93 5 1 752.28 CURB INLET _ R -3501 -TL 6 - 752.50 RETAIN. WALL INLET STR. R-3150 j R-3238 6 - 7 7 751.86 748.88 250' OF 18' RCP O 0.35% 748.00 _ PAVEMENT INLET 7 - 8 749.74 147' OF 12' RCP O 0.30% 749.30 8_ 751.94 PAVEMENT INLET R-3238 9 _ 12" RCP END SECTION 9 - 10 748.08 25' OF 12' RCP O 0.32% 748.00 10 751.09 CURB INLET R -3501 -TL 11 12' RCP END SECTION 11 - 12 746.34 35' OF 12' RCP O 0.407 746.20 12 750.65 CURB INLET j R -3501 -TR 12 - 13 746.61 53' OF 6' PVC SSD O 0,50% 746.34 13 747.00 YARD INLET R-4342