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HomeMy WebLinkAboutC.301 Roof Drain Planex. curb inlet tr: 860.79 inv(s): 856.79 O �I ll iI I I0I II (conc) " �* II ,I ll u � l I ii L D ;, U ii n O' C) CD I- w i ex. curb ini-t tr: 8 ;9.56 j inv(e): 854.86 I rcP �x CU, !C'�I t. 859 �4 A" .)4. ✓� irv'n) 854.09 in ,(s) 2.87 ' Eli w {I I a;�lf� 'i n - -8- - - - - - I e E -- -- _ - - - - - - -- - - -- - _ / _ _ _ (stone drivel - S88 4 "W 847.34' E -. s / ASI' TBM 0 __ -- - - - - - - - STORM TR 52 - � 6 Electric mt nt -- - - -- �_ _ _ _ -- _ - -_ -- -- -- - - -- _ _ _ _ M _ r -~ -------------'-- ��- -__-- -_ -- _- __ __ _ - - - ------- •� - - -- - - - -- -- __ - -- - - - - - - 6 Electric Esmt ---------- - - - - -- ��- /Ir __ _--- _- I-- _--- -_ - - -- - - _. -.- -- - - -- I 15_LANDSCAPE SETBACK LINE � f- - \ I E- - - - - - - i- - - - - _ __ '/-------------------------------------------------------- - - - - -- -``\` �I I - - I w , w - - w - -- - `AV - STORM STR 24 \ � STORM STR 25 �' � \ I STORM STR 51__ I I 1 i i I I I STORM STR 22 _. I 11 y __1 -� � I IG o `� % ._..-.-.- .- .- .- .- .- .- .- .- .- .- .. -. -. Til , I I in I I I STORM STR 23 i i ❑I I Q i � I I STORM STR 21 i I 1 1 10 1 I J I i I I 11 P I I i I I I 18.5 I i U6-1 IM I i 0 II STORM STR 2 \ ll �j! I ( � ' I I s Sanitary Manhole 15 COMPANY CONTACT PHONE NO. w ASI TBM #81 VECTREN r 317 - 776 -5560 ELECTRIC DUKE ENERGY ca 317 - 896 -6711 TELEPHONE AT &T 0 1 I 0 CARMEL UTILITIES i t� li LO N cn 'i W II 1 Ni 317 -844 -9200 LE y ex. curb i ^i e t tr: 8-56.91 i !nv! n): 851.13 isV rS I� ° Q j u J > cV)a I ri z 3 °o l Sanitary Manhole 15 COMPANY CONTACT PHONE NO. w ASI TBM #81 VECTREN r 317 - 776 -5560 ELECTRIC DUKE ENERGY ca 317 - 896 -6711 TELEPHONE AT &T 0 1 I 0 CARMEL UTILITIES i t� li LO N cn 'i W II 1 RYAN HARTMAN 317 -844 -9200 LE I I GARY DUNCAN I 1 U Plastic Pipe V) I J Q j u J > cV)a I ri z 3 °o l E L I�1 lid' 1. J O! v o Ii! I r2 I II o �.� 77" c I dir. only J U � I Z ex. curb niet a tr: 854,7 inv(n):84i7.0;% J w � w w U) M ° 0 w o_ �r N I Uj ° M � ,0- �w J Or-) V) Z Z_ F_ o � J 0_ 0_ (� 1 c STORM STR 5 _- kplarter w/s gn) M to DETENTION POND LL, 1� STORM STR 28 STORM STR 30 i I I < I I N STORM STR 27 I i I I (n 3 II 1 STORM STR 26 al CO STORM STR 1 I I Ito o II STORM STR 29i I I II z a STORM STR 14 sD _ _ _ -. -. - � � I PROPOSED BUILDING 5 -------------------------------------------------------------------- - - - - -- 1 I II (104 BEDS) I 68,682 S.F. \ - - - - - - - - - - - - - / I FFE: 854.50 I I 1 '.._- --------------------------------- - -i --1 1 rl I I i _ SITE - 7.847 ACRES 1 - STORM STR 13 1 'M STR 3 0`01 i SID / STORM STR 12 f / - - - - - - -- - - -- - --- --- - -- ------------------ - ' N89 041'19 0E - 217.35' - STORM STR 11 // Ole I \ L LO % Variable Width / u ILO Detention Pond Easement r - ________- 13 mss' j/ Inst. No. 2007017757 1 / - - - - - -- I \\ / ---- IOD \ to v 1 STORM STR 6 / - - -- � 0 \ 1 STORM STR 8 / o / -s- I z 1 (water) 1 - E - - - -� -- - -- -- / STORM STR 10 SD 49 loe loe J, / a A SD STORM STR 7 �� / �- --"" EXISTING TOPOGRAPHY LEGEND �i / - � _ STORM STR 9�000 �� ������- Beehive Inlet Fire Hydrant Curb Inlet ___ _ �_ � i � � � � R = 520.30 ® �'' Sprinkler Valve Oro; R = 236.62 �(`= = ���� - - L = 252.26' © Lid o Stand Pipe L 77'24 6 conc c \ - -'►- /�. Guard Post a Buried Electric Line _ -_ - - ias�ha: r W -- __ - - - _ __ - - - -_ i • --�- - 6 »ao ---- - - - - -- - -- `- na_ aurC) N R = 328.19' n °o -- - -- - L = 109.83' � 1�" \ \-(planter) \ o (grass) - - ex. sonitary mn - tr: 855.51 inv(w): 846.06 inv(s): 845.66 -- dir. only - / /'alb CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT -OF -WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. UTILITY CONTACTS Sanitary Manhole 15 COMPANY CONTACT PHONE NO. GAS VECTREN RANDY CRUTCHFIELD 317 - 776 -5560 ELECTRIC DUKE ENERGY SHIRLEY HUNTER 317 - 896 -6711 TELEPHONE AT &T I 1 I 4, E I CARMEL UTILITIES i t� li LO N cn 'i W II 1 RYAN HARTMAN 317 -844 -9200 LE I I GARY DUNCAN I 1 U Plastic Pipe �_- r ll I llDI ZI ® Telephone Handhole I UI Ili o' I,1 Telephone Marker I MI w w NI w k it i 1 1 STORM a- STR 4 <I N i i I ZI JI !, CI tt Z 4 Z I E L I�1 lid' 1. J O! v o Ii! I r2 I II o �.� 77" c I dir. only J U � I Z ex. curb niet a tr: 854,7 inv(n):84i7.0;% J w � w w U) M ° 0 w o_ �r N I Uj ° M � ,0- �w J Or-) V) Z Z_ F_ o � J 0_ 0_ (� 1 c STORM STR 5 _- kplarter w/s gn) M to DETENTION POND LL, 1� STORM STR 28 STORM STR 30 i I I < I I N STORM STR 27 I i I I (n 3 II 1 STORM STR 26 al CO STORM STR 1 I I Ito o II STORM STR 29i I I II z a STORM STR 14 sD _ _ _ -. -. - � � I PROPOSED BUILDING 5 -------------------------------------------------------------------- - - - - -- 1 I II (104 BEDS) I 68,682 S.F. \ - - - - - - - - - - - - - / I FFE: 854.50 I I 1 '.._- --------------------------------- - -i --1 1 rl I I i _ SITE - 7.847 ACRES 1 - STORM STR 13 1 'M STR 3 0`01 i SID / STORM STR 12 f / - - - - - - -- - - -- - --- --- - -- ------------------ - ' N89 041'19 0E - 217.35' - STORM STR 11 // Ole I \ L LO % Variable Width / u ILO Detention Pond Easement r - ________- 13 mss' j/ Inst. No. 2007017757 1 / - - - - - -- I \\ / ---- IOD \ to v 1 STORM STR 6 / - - -- � 0 \ 1 STORM STR 8 / o / -s- I z 1 (water) 1 - E - - - -� -- - -- -- / STORM STR 10 SD 49 loe loe J, / a A SD STORM STR 7 �� / �- --"" EXISTING TOPOGRAPHY LEGEND �i / - � _ STORM STR 9�000 �� ������- Beehive Inlet Fire Hydrant Curb Inlet ___ _ �_ � i � � � � R = 520.30 ® �'' Sprinkler Valve Oro; R = 236.62 �(`= = ���� - - L = 252.26' © Lid o Stand Pipe L 77'24 6 conc c \ - -'►- /�. Guard Post a Buried Electric Line _ -_ - - ias�ha: r W -- __ - - - _ __ - - - -_ i • --�- - 6 »ao ---- - - - - -- - -- `- na_ aurC) N R = 328.19' n °o -- - -- - L = 109.83' � 1�" \ \-(planter) \ o (grass) - - ex. sonitary mn - tr: 855.51 inv(w): 846.06 inv(s): 845.66 -- dir. only - / /'alb CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT -OF -WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. UTILITY CONTACTS Sanitary Manhole UTILITY COMPANY CONTACT PHONE NO. GAS VECTREN RANDY CRUTCHFIELD 317 - 776 -5560 ELECTRIC DUKE ENERGY SHIRLEY HUNTER 317 - 896 -6711 TELEPHONE AT &T STEVE KREBS 317 -544 -8683 WATER CARMEL UTILITIES PAUL PACE 317 - 733 -2855 SANITARY CLAY TOWNSHIP REGIONAL WASTE RYAN HARTMAN 317 -844 -9200 STORM CITY OF CARMEL ENGINEERING DEPT. I GARY DUNCAN 317 - 571 -2441 BENCH INFO ('88 datum) GENERAL UTILITY NOTES ' 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. �� 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. -R = 374.20' L = 150.71' BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 ". ELEV = 838.62 ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT POLE CONC BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST R• ELEV = 845.34 ASI TBM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK FURNITURE BUILDING. ELEV = 857.65 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 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 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 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, STANDING WATER 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 LOCAL STANDARDS. 12 INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 0' 30' 60' SCALE: 1"=30' CAUTION H 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 made 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 - QS Sanitary Manhole t Burled Telephone Line v Sign w Buried Water Line T Coniferous Tree tr Top Of Rim Elevation J l Tree Stump inv Invert Elevation H Deciduous Tree rcp Reinforced Concrete Pipe Electric Box vcp Clay Pipe 0 Ground Light cpp Corrugated Plastic Pipe © Light Pole pvc Plastic Pipe ® Transformer ® Telephone Handhole QT Telephone Manhole -T Telephone Marker -- Telephone Pedestal r SAN SANITARY SEWER LINE SD -- STORM DRAIN PIPE G GAS LINE E ELECTRIC LINE T TELEPHONE LINE W WATER LINE G GAS METER ® ELECTRICAL TRANSFORMER H VALVE ® WATER METER PIT HYDRANT MANHOLE 0 6" PVC SDR35 ROOF DRAIN ® 1.04% MIN. SLOPE © 8" PVC SDR35 ROOF DRAIN ® 0.5% MIN. SLOPE O CD N U M o } ¢(DM.0 H cn 'r o (n N Q ° "to 2 Z Z cc) _1 Ui °JLL y 0 (n Q Lo to < C'4 LO Z LO Cl) J W H �z Z - CL Uj H z v U W� C/3 NONE ■NOME■ v oQ` `off eip'o G0 CERTIFIED BY J W 2 Q V LL 0 0~ j Ww LU W ~ CO) a Q Z c .m (j) >Z �j WyW O ZZ2 JZM CL � jUj a a v as oZ Z� Z a Q J a LU Z REVISIONS ROOF DRAIN PLAN SHEET NO. C.301 OF DATE: 05/17/2013 DRAWN BY: JCS CHK'D BY: RLN JOB N0. 2013.00569