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Home My WebLink AboutDER001.C2.2OWNER: SURVEYOR: DERMATOLOGY, INC. SEA GROUP, LLC. _ _ _- -- -- -- -- 3755 EAST 82nd STREET, STE. 75 494 GRADLE DRIVE PROPERTY INDIANAPOLIS, IN 46240 CARMEL, INDIANA 46032 ATTN: AMY SUMMERS (317) 410-0056 (317) 844-3333 EXISTING STORM CURB INLET RIGHT-OF-WAY T.C.=841.72 ENGINEER: ARCHITECT: 1.2f -------- ` EASEMENT X. 15" RCP) INV.=837.42 (N -EX. 15" CIVIL SITE GROUP, INC. ENVIROSPACE, INC. - 837.27 INV.= INV.837.27 (SE -EX. 18" RCP) 160 WEST CARMEL DRIVE ATTN: CANDACE BERGER .::.' 240 645 BLOOR LANE 9 \ CARMEL, INDIANA 46032 ZIONSVILLE, IN 46077 842153 (317) 810-1677 (317) 873-9950 .-� .' ..: �.:;. TOPOGRAPHIC & BOUNDARY NOTE 842• 40/ ,.4 ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC. DATED 05/24/2018; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 42.52 GENERAL NOTES CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C11.0 FOR SPECIFICATIONS. CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER STRUCTURE SHOP DRAWINGS TO ENGINEER FOR REVIEW/APPROVAL PRIOR TO MANUFACTURING. 42'74 STORM SEWER INLET NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1 -INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS 842.82 BENCHMARK HORIZONTAL AND VERTICAL CONTROL: COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND) PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM NAVD 88 ZONE: INDIANA EAST 1301 GEOID MODEL: GEOID03 (CONUS) COORDINATE UNITS US SURVEY FEET DISTANCE UNITS US SURVEY FEET HEIGHT UNITS US SURVEY FEET TB M #1 Aluminum capped rebar found at radius point of Lakefront Court. Elev. = 841.74 TBM #2 'Schneider' capped rebar found at SW corner of Lot 4. Elev. = 845.88 FLOOD NOTE THIS LOT LIES ENTIRELY IN FLOOD HAZARD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL, COMMUNITY NUMBER 180081, MAP NUMBER 18057CO209 G, PANEL NUMBER 0209 G, DATED NOVEMBER 19, 2014. REFERENCE NFIP FIRM MAP #: 18057CO209 G EFFECTIVE DATE: NOVEMBER 19, 2014 UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERFERE WITH ANY EXISTING UTILITY INFORMATION NOT SHOWN ON THESE PLANS. STORM SEWER SYSTEM NOTE ALL ON-SITE STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED. �S7M CROSS -HATCH / DENOTES 0.05 ACRE BMP EASEMENT �5 �r 43 -J5' - Up 8, 4 - �FBOP �FBOP _FBOP _FBOP 844.91 844.38 EXISTING STORM MANHOLE / T.C.=843.14 INV.=836.93 (NW -EX. 18" RCP) / INV.=837.14 (N -EX. 12" RCP)/ INV.=836.14 (E -EX. 24" RCP) I�V.�36.63 (N -NEW 18" RCP)I 4I � �stx, OVERTOPPING P_ FBOP ELEV.=844.1 ,. N - 844.55 841.78/ J 842.7 I -- 844.05 844.72 845- " I / TOPSOIL 10 LANDSCAPE �° �' 44. MOUND I / (IF REQUIRED) N OVERTOPPING ' ° 843.8 t��5 y ELEV.-844.2 44.7 \\ 4 I / �- / y4/ S 8 8/ \ X73 I ��5�\ �/ T FL 842.22 / I 842.19 B 4 _ _ _- -- -- -- -- --___-___--- ROOF DRAIN/SUB-SURFACE DRAIN PROPERTY BOUNDARY / WWI LAKEFRONT COURT - - RIGHT-OF-WAY 842.80 .30 EX. 24" RCP STORM r _ _ - ---- - -i7 - - - -_� - -------- ` EASEMENT / a,. a,.s8 841.40 --_----------- 798.73 EXISTING STORM MANHOLE / T.C.=843.14 INV.=836.93 (NW -EX. 18" RCP) / INV.=837.14 (N -EX. 12" RCP)/ INV.=836.14 (E -EX. 24" RCP) I�V.�36.63 (N -NEW 18" RCP)I 4I � �stx, OVERTOPPING P_ FBOP ELEV.=844.1 ,. N - 844.55 841.78/ J 842.7 I -- 844.05 844.72 845- " I / TOPSOIL 10 LANDSCAPE �° �' 44. MOUND I / (IF REQUIRED) N OVERTOPPING ' ° 843.8 t��5 y ELEV.-844.2 44.7 \\ 4 I / �- / y4/ S 8 8/ \ X73 I ��5�\ �/ T FL 842.22 / I 842.19 CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 08/27/18 REVISIONS PER T.A.C. COMMENTS EAG EAG B 4 _ _ _- -- -- -- -- --___-___--- ROOF DRAIN/SUB-SURFACE DRAIN PROPERTY BOUNDARY 31_ WWI LAKEFRONT COURT - - RIGHT-OF-WAY 842.80 .30 EX. 24" RCP STORM r _ _ - ---- - -i7 - - - -_� - -------- ` EASEMENT / a,. a,.s8 841.40 --_----------- 798.73 G G - C PAVEMENT GRADE .::.' O� 841. M.E. 9 \ _S�E. 11_\ 798.25 o-�i -STM -STM L 8 841.34 48 2.49 .-� .' ..: �.:;. PROPOSED CONCRETE 842• 40/ ,.4 42•12 I / TM MATCH EXISTING GRADE �$4�' / 842.77 / 84208 / / 2 �1. �� \`•\ cabc,5 _\4 . --847-- PROPOSED CONTOUR CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 08/27/18 REVISIONS PER T.A.C. COMMENTS EAG EAG 2 B 4 _ _ _- -- -- -- -- --___-___--- ROOF DRAIN/SUB-SURFACE DRAIN PROPERTY BOUNDARY 31_ - -845 '� - \ - �- \ LAKEFRONT COURT - - RIGHT-OF-WAY 842.80 .30 EX. 24" RCP STORM 1811#1 SEWER �- _ _ - ---- - -i7 - - - -_� - -------- ` EASEMENT / a,. a,.s8 841.40 --_----------- 798.73 G G - C PAVEMENT GRADE .::.' 8 7 .�' a 841. M.E. 9 \ _S�E. 11_\ 798.25 o-�i -STM -STM L 8 841.34 48 2.49 .-� .' ..: �.:;. PROPOSED CONCRETE 842• 40/ ,.4 42•12 I / TM MATCH EXISTING GRADE �$4�' / 842.77 / 84208 / / 2 �1. �� \`•\ cabc,5 _\4 . --847-- PROPOSED CONTOUR • 842.47 \ 843.32 ENOT 83977 ,' EXISTING CONTOUR PROPOSED STORM SEWER G .0 '2.0. FBOp \� 0 8., -„W. ., / w11z 9.58 C# 0 PROPOSED STORM STRUCTURE \ FBOp 40.88 2 B 4 _ _ _- -- -- -- -- --___-___--- ROOF DRAIN/SUB-SURFACE DRAIN 84 �� - 844.16 _ 31_ - -845 '� - \ - �- \ 8iy�GE .... _ . _ - - �. 841.1 ' VOE 841.38 I 799.23 TOP OF CURB GRADE STORM SEWER (LOCAL) 1 43.30 17 / a,. a,.s8 841.40 --_----------- 798.73 PAVEMENT GRADE 8 7 .�' a 841. M.E. 9 \ J 798.25 o-�i PAVEMENT OR EARTH GRADE ' 841.34 48 2.49 842• 40/ ,.4 42•12 I / M.E. MATCH EXISTING GRADE �$4�' / 842.77 / 84208 / / PROPOSED GRADE BREAK �� \`•\ cabc,5 _\4 5 i --847-- PROPOSED CONTOUR • 842.47 \ 843.32 I 83977 ---847-- EXISTING CONTOUR T \\�� D / I I \401 844.10 844.83 844.10 844.33 // �5�h5 ">,t j '� / / 843.80 \ DRAINAGE FLOW ARROW -844 - > ° ° PROPOSED FLOWLINE �� - 844.16 _ - -845 '� - \ - �- \ I i EMERGENCY OVERFLOW PATH jP 844 -846- - - - STORM SEWER (LOCAL) i TOPSOIL 1 I PLAN NOTES: EMERGENCY OVERFLOW PATH \ LANDSCAPE MOUND X-AN4 / (IF REQUIRED) 170 I aao.sU R1 APPROX. 140± LF OF 8" PVC (1.0% MIN. SLOPE) ROOF DRAIN LEADER WITH RISERS, ADAPTERS Owl "el 846- / O FOR DOWNSPOUTS, BENDS, FITTINGS, & CLEANOUTS AT BENDS > 22.5` FOR ROOF DOWNSPOUTS 845- ( R2 APPROX. 167± LF OF 8" PVC (1.0% MIN. SLOPE) ROOF DRAIN LEADER WITH RISERS, ADAPTERS 844.67 / \dp FOR DOWNSPOUTS, BENDS, FITTINGS, & CLEANOUTS AT BENDS > 22.5` FOR ROOF DOWNSPOUTS CONTRACTOR TO REMOVE ALL SEDIMENT AND DEBRIS FROM BMP USING VAC -TRUCK / / �- 0_ ��5°� O �rx• 8 .23 845.50 1 1 I O AFTER ALL SITE CONSTRUCTION AND LANDSCAPING IS COMPLETE N•'•4' 6-1 \ ( I T TAPER CURB FLUSH WITH PAVEMENT �•• 10 840..$84 _ 844.53 0 844.03 845.29 884465..0500 1 I 0184413 1 II OO FLUSH WITH PAVEMENT I� 4.381 R1 - I I DRAINAGE SUMMARY .75 846.08 844.52 I The project proposes a new 11,851 sf ± medical office building that will be owned by Dermatology, Inc. Additional improvements to � •�v : 43.7 845.13 844.02 I f 844.63 f f 841.90 the project site will include the associated drainage, parking, sidewalk, and utility infrastructure. This project lot is specified as "Lot N I I °�� I 330 4 of Carmel Science & Technology Park" and is located at the southwest corner at the end of Lakefront Court cul-de-sac in I � 1 I v°y� • / ��rxrx 1 1 I 845.2 \ I o cA 1 - Q Ic N P 1 844.89 l ��so� , . / 845.2 \ 844.39 845.91 8S(6, 1c 0 \ 4iA8.®9 ; I i a ... R2 ` 8452 PROPOSED BUILDING I \\\ / 448 I I ` I o 11,851 S.F.(GROSS)J 845.82 845.68 845. 9 / 44. �; 2.43 ACRES R2 ' � I I I \\�Q - - - _ F.F.E. = 845.70 / Z I I 1 1 - - ' � 40 4.25 84 - I - \�s 2.94 � \ 1844.16- 844.48 II Cnn m l 14� \o \ \ \ 0 I I \ \ 45.2 `D V Ico844 o� `vv \ R2 v 0 I f� r- I \ �\ \� I 845.2 24 I ,8 Z \ \ \ 57Q I 111)C11/8 1 "� 843. I� CC)II. :8 1 4 .49 1 31493)5 I 842.30 N � / \\ 841.11 / 1 "0 r-1 844.67 Q _ 0 844.26 i / `\'cs3 \ 1 a4�.2o1 1 \ II I 843.25 / \ s \ `842.24 415 I I 843.86 Z:)`7 /z OVERTOPPING / ELEV.=842.0 ------------------------ 9 --I- __ 35 - / I CO�--� ----- � �-----------------840.841 - COM 841.86 / I coM- __ COM Q 4 3 84 _ cOM $]1 �5 R4�� STM F- - M STM STM STM T1 �6pF��a� �m- 4 .95 56 -' / ( 840.78 84 -5555, 841.58 lk� � I Lt,� r -------- 843.47 1 1 - _ 1 -843- - I I 30 UTILITY EASEMENT & REAR YARD _SET13 � _ - -- - - 844.80 - - Go� -844--- X5.3 J' . 845.13 NOTE- 845.80 RCP NOTE ------ 18" OF VERTICAL SERARATION - - - - - O-RING JOINTS REQUIRED MUST BE MAINTAINED FOR ALL 849.31 FOR ALL RCP PIPE UTILITY CROSSINGS. �/ 8 9.72 / _--_--_,_�_,- 841.91 845.35 Hamilton County, Indiana. The entire lot totals 2.43± acres; however, the proposed construction activity associated with the I 844.85 845.80 building, hard surface, and landscaping will be disturbing approximately 2.0± acres. The site lies within the Carmel Science & 845.30 Technology Park - Block 11 with the storm water management being master planned in 2005 by The Schneider Corporation and approved in October, 2006, to include storm water detention and post construction stormwater quality BMPs. The Dermatology, 845.13 00 i! I 00 Inc. site lies within the watershed area of Basin 603 with an allowable Post -Developed 'c'=0.90 and Tc=5. The proposed 844.63 \ 844.43 improvements to the existing 2.43± acre subject site increase the composite 'c' value to only 0.44 with a Tc of 16 minutes (storm / system Tc). Therefore, the proposed stormwater discharge from the developed site will be substantially less than the allowable OVERTOPPING oo discharge approved as part of the Carmel Science &Technology Park -Block 11 master plan. It should be noted that there is no -ELElV.=844.2 _ �/ off-site or upstream acreage discharging onto the subject site. GRADE ____ \l 44.62 BREAK I I I Storm water runoff from the proposed construction activity associated will be collected via a new on-site storm water catch basins 843.60 845.5 842.85 and existing sub -surface storm sewer pipes which are conveyed to the existing detention pond (Lake #3) located just east of the /I f 8 08 84'7 I 841.79 subject site. The post -developed storm water runoff will travel through a proposed on-site downstream defender stormwater quality - / unit and will also pass through an existing AquaSwirl stormwater quality unit before entering the existing wet detention pond. -843- Post Developed release rates (prior to detention): 2yr = 3.06cfs; 1 Oyr = 4.71 cfs; 1 00y = 6.77cfs / 842. MINIMUM FLOOD PROTECTION GRADE & 00LOWEST ADJACENT GRADE DEFINITIONS 841. 1 844.30 845.26 I I I There are multiple top -of -curb grades along the property frontage and Lakefront Court that range from 840.47' C 1844.76 to 842.80'. The lowest of each is 840.47 (Lakefront Court T.O.C.). The 100 -year stage elevationof the downstream master planned wet detention pond, which does not come into play, is 836.0' (NAND 88) based on �! the Schneider Drainage Report/Calculations published in 2005 (approved October, 2006). The minimum F.F.E. / should be at least 15" above the Lakefront Court T.O.C. grade, which would be 841.72'. The local flood i 42.0' 842.24 overflow route for the storm inlets is 844.20'. One foot (1') above that would also coincide with an MLAG of I 845.20'. Therefore the MLAG/MFPG has been set at 845.20'. The finished floor elevation or lowest building ,I 843.33 entry elevation shall be no less than 6 inches above finished grade around the building. The proposed F.F.E. 843.53 843.03 841 has been set at 845.70, which meets the MLAG/MFPG requirement. 843. 844.02 843.4 11 1 843.52 I GRADING NOTES 2 11 843.33 �� 843:32'. 't / :y. 842.83 ;.'.t.._. 221 'w . t,., •• : •�' .. / �� 842.4 / N 843.33 /1842.83 843: $4 l 841,.34--\ 840.18 T -842 4 n - -841- I 1 - -840- - - OVERTOPPING >s85 `ELEV.=842.5 NORTH 20 0 10 20 / TM TM7. \ 48§2EP( IN FEET ) n n A A I 1 inch = 20 ft. 840.67 EXISTING BEEHIVE INLET T.C.=837.34 INV.=833.14 (SW -EX. 12" RCP) INV.=829.84 (W -EX. 48" RCP) INV.=829.84 (E -EX. 48" RCP) 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 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. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. 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. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 6. 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. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS GIVEN AT END OF CONCRETE END SECTIONS. 11. SIDEWALK AGAINST BUILDING SHALL SLOPE AWAY FROM BUILDING AT 1.04% SLOPE MIN. z L0 a O O �-' N _ c� �E w ~ o � Q ao �� Z� 0�� .N L1•' N N 1� o 0 WQ) I QwQ UJIL_ Ln � � - Lo 3i co � O V � G L ESS 44p 45, ��" o��G\STER�oa• �� = • N° •• s PE10403858 e - STATE OF P '•, / P•a NAL DATE: 07/20/2018 N w O www � bC8 <� I --I 0 �+�� C8 U) O O F� F� W OLo PROJECT NUMBER DER. 001 DRAWING NUMBER C2.2 SHEET 5 OF 15 DWN BY: KPB CHKD. BY: EAG SCALE: DATE: 07/20/18 1 to 20'