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HomeMy WebLinkAboutC401 - GRADING PLANTOPOGRAPHIC NOTE THE HORIZONTAL DATUM OF THE EXISTING TOPOGRAPHY IS BASED INDIANA STATE PLANE COORDINATES, NAD83. THE ELEVATIONS OF THE EXITING TOPOGRAPHY ARE GIVEN IN THE NORT AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). BENCHMARKS TBM #1 (PT 9176) / MAG NAIL WITH "SEA GROUP" WASHER. / LOCATED WITHIN OLD MERIDIAN / RIGHT-OF-WAY IN EXISTING ASPHALT WALK. ELEV: 862.95 N: 1721917.93 / E: 193034.68 / i TBM #2 (PT 9003) A MAG NAIL. LOCATED IN NORTHEAST CORNER OF EXISTING PARKING LOT. / ELEV: 858.40 / N: 1721942.44 E: 193348.94 / p TBM #3 (PT 9001) MAG NAIL. LOCATED WITHIN OLD MERIDIAN RIGHT-OF-WAY ACROSS FROM SOUTH PROPERTY LINE BY ROAD MEDIAN. ELEV: 862.12 N: 1721725.13 E: 192848.76 P �N�¢y 4� YDl fez 86199. M/E 8fi242 /® / MM /E 862.00 M/EjF / 81 M/E �862.27 BOC IT INN6 I IN IN Iry INN 62.15 ®� IN g J % 862.00 IN 861.7E ® {IN f 882.3O `I- 6 859 76 EX 859.77 E) 859.14 859.12 859,68 EX 85 00 000 0 859.10 EX 859`D9 EX 859 O6 EX 359.04 EX 858.88 EX - �- /--- A-o ur C �C 858.44 EXe � 858J5 858J2 RELEASED FOR CONSTRUCTION Subject to cancewdh all regulations✓FW ADA GRADING DETAIL of Statetate and Local Codes City at Camel SCALE: 1"-5' DATE: 07/22/19 858.65 8 T861 EX SEE DETAIL SHEET C402 M/E 86 86244j VAULT PR BUILDING FIFE = 863.25 ei �) O O ` �• T aUll NG , ELEV.=858.50 N ELEV.=858.50 S MAX. ELEV.=856.85 N ELEV.=857.00 S , L' TC=857.35 N TC=857.50 S 6" DOUBLE WALL) 859.67 EX SUBSURFACE DRAIN RAIN GARDEN DETAIL NOT TO SCALE 111 BUILDING OUTLINE IS OUTSIDE FACE OF VENEER RAIN GARDEN S 8. 32 857.90 858.33 858.07_85J M/E 858.41 M/E j J' PAVEMENT MAX. WATER QUALITY AREA Y 1' 8' DETENTION BASIN & BIOSWALE DETAIL, SECTION A -A [BiGi"iNi�a EMERGENCY SPILLWAY DETAIL, SECTION B-B NOT TO SCALE _w - -855�� ------ ----- 858 65 A. 858:00. 858.65 , 857.45 I I 858,44 10* 1(T- PVC IN INV. 85285 24' RCP K 852,45 24' RCP E. W2.45 GRADING NOTES 1. ALL SPOTS ARE PAVEMENT ELEVATION, UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN ESTABLISHING ALL GRADES AND SLOPES IN PAVEMENT AREAS, RAMPS AND SIDEWALKS IN THE VICINITY OF HANDICAP PARKING. ACCESS AREAS SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES. SLOPES NOT TO EXCEED 2% IN ANY DIRECTION. 3. THE CONTRACTOR SHALL PROVIDE FOR POSITIVE DRAINAGE IN ALL AREAS. PAVEMENT SHALL BE TESTED FOR ANY PONDING CONDITIONS FOLLOWING CONSTRUCTION. 4. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING AROUND EXISTING UTILITIES. COORDINATE ANY RELOCATION WITH RESPECTIVE UTILITY OWNER. 5. SEE THIS SHEET C300 AND C502 FOR RAIN GARDEN DETAILS. 6. NO EARTH DISTURBANCE ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 7. THE PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. 8. ALL PROPOSED STORM SEWER IS PRIVATE. 1' '- RIP RAP REQUIRED w SECTION 61-61 NOT TO SCALE SEE DETAIL SHEET C400 12' RCP INV 850.91 MODULAR BLOCK WALL gssw 856.93 TC CONTRACTOR SHALL SUBMIT SHOP ,ems s. 8587 I DRAWING SHOWING APPROACH TO J,STM INCORPORATING STORM OUTLET ! I 12 RCP CONCRETE END SECTION INTO N-� RED 24" STM 85620 CfED/COPPED/ REDUCED) 7a s- RETAINING WALL DESIGN TO THE PVC INV 85102 CITY OF CARMEL ENGINEER AND 657 656 655 g54 },I DESIGN ENGINEER FOR APPROVAL r r�853 655.50 PRIOR TO STARTING CONSTRUCTION �I©9 •, •�� '� 2 B OF THE WALL. EX I' 851.15 INV. f 1i y L66 EX 3.04 EX I� JJ BIOSWALE mass I 4 0 0.50% 501 I IIRy',' ��,•. mh mu TOW 852.50 INN\ \ m BOW 852.00 EX m I TOW 85500 IBOW 852.50 EX (EAST SIDE) _ m l 1 INN ! \�e � \V, p TOW 853.00 -N, \ BOW 853..0 E% H 8 SEE DETAIL IL ' THIS SHEET 359 153 BIOSWALE ASR AR Fu I 2A ® 0.50% J T S8644'2YW 2734Y -'R----_may LEGEND EX CATCH BASIN /T EX UTILITY MANHOLE e EX WATER VALVE EX FIRE HYDRANT fly EX WATER POST INDICATOR VALVE EX FIRE METER EX POWER POLE EX UTILITY POLE EX GROUND LIGHT } EX SIGN P EX FLAG POLE OCT EX SAN CLEANOUT EX ELECTRIC TRANSFORMER ® EX AC UNIT © EX TELEVISION PEDESTAL I EX ELECTRIC METER 46 EX GAS MARKER 92 EX GAS METER O� PR LIGHT POLE PR PAVEMENT PR CURB -R- PROPERTY LINE -R/W- RIGHT-OF-WAY DISTURBED CONSTRUCTION AREA KEYED NOTES 01 ADA PARKING ZONE, GRADES NOT TO EXCEED 2% 41 +622.5 623.4 TOC PR FLOOD ROUTING PR SPOT GRADE TOP ELEV (TOP OF CURB) DJ Z H w +,,�622.9 BOC BOTTOM ELEV (BOTTOM OF CURB) Q 655.3 TIN TOP ELEV (TOP OF WALL) Z Q 652.3 BIN BOTTOM ELEV (BOTTOM OF WALL) u) p Z W Z TC TOP OF CASTING ELEV 3: w \813.85 Ed K al 621.15 EX SPOT GRADE p Z Zp < U 621.22 M/E EX SPOT GRADE, PR MEET EXISTING O p LU UJ ----- 625 ------ EX CONTOUR of LLI m -655- PR CONTOUR Z On Q O O p PR DRAINAGE ARROW ABBREVIATIONS V5 2 in R PROPERTY LINE J O PR PROPOSED EX EXISTING R/W RIGHT OF WAY Z C/L CENTER LINE Q ELEV ELEVATION J ILL- 0 Z 0 NQ LL (D 0 15 30 6C SCALE: 1 IN = 30 - i ^ 0