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Home My WebLink About12100111.1r- 0 a M U] O N O ri O N t\ N 0I r-i O fa 19 J �i C tts CL C1 O QJ D aJ to Q N CD N i N O ,-r N Cvl 0 �J d, s� CONTRACTOR SHALL CAP SSD �yn AND SLOPE BACK TO ti STRUCTURES 864 & 865 879.3 -- - I 4 cr- � °- CONTRACTOR SHALL CAP SSD 0;41 AND SLOPE BACK TO _ -- -jOgO STRUCTURES 864 &. 865 EX, 6' ASPHALT PATH --- ; - - - -- /, ,``�� .� � �JJ`- �`J•J` -,` : mil` _ -- Ui °' n J. `° - A.F. 74.1 873.7 b >VA J. &R.D.E. &L.R4 875 3 ` 87 877.0 'iii �Y.• $' ' > i?Y• ' - ) 0 N W Oo au 00 174.31' 67 z 150.53' 9.6 1 i 9 1 R.D.E. l 151.E. -- 8�35--\ �7 ` ~ o r . z Ld °ao w ' ` -gyp �R� RocK.s cn E' .T c ` o' \ /� a 877.1 AY z n J \ 880.1 s��\ -} , >� \ c:,, '� \\ 871.8 x \ �\ ,.. 880.5 0 0 879.5 � N \ 73.1 a 9 Ire xu97 \� 8� �F 8 1.2 +�1, �\ 878.0 ` o� _ , 0.5 .� 50 0 25 50 cw N c M co `'�• ° �� 8 � \y \ �\ 7. , 9 .879.9 ,0. / �. ,, :y ..> � � . \ �� \ 1 INCH = 50 FT. ,,�.� 0 RIN&Z ......... \ ✓ ha �i e °•soggy ` _ _ _ - - 80. \ \ ,881. o --.._ __. ____ - - - .__ / j � - � �` _ _ - -` � 15TE b - so, \ `�Q ; Q�G RFC 879.5 = \ 8�9= 6 +pp L.P. S• TOsEo�� NE 4+56.62 - 1 gC /`�8 ` _ No. _7I 5 +72.80 - 5+±50 /7 4 Hp F 1 s o \ 8.5 74.4 I-- \ 20' �'" � � $ - 187961 ��0 >2 � � s� - 3 1020i}1i9r RECORD DRAWING SECTION 2A ONLY o' OL4 kSTE No. o= 900012 ENNIS D. OLMSTEAD DATE _ _ Registered Land Surveyor - STATE OF No. 900012 -9 •7NDIANP::40 URV�```,,,,, OASBUILT GRADE ELEV. EARTHWORK: �J v,\ r / tij o 79.34 87918 1,879. 1 1 8� > 3 �' STATE OF =s& 8j9 8 6 3 �� ,� 9. •.�NDIANP. ` 721 _ xs \_ \ 87'7.3 'P 6s. S /ANAL e 8 0 \ so• \ �xr \� \ ' $.6 ) °o ,°, . °° CONTACT: CARMEL UTILITIES {317) 571 -2648 w w 81 8 6 \ �� \ \ o j FOR WATER AND SANITARY SEWER LOCATES' m o 0.2 \ ro v o 0 0 z \ \ 79.1 1 \ �` 4 873.0 �j o r? Q A.G. =876.6 , M. G. =876.6 \ co 0 +�f <1 o W 1 DRAINAGE SUMMARY p l \ 9. yo \ 871.1 0 0 9c + \ �x \ \cP 876.1 \ \ SITE ACREAGE = 22.829 AC. z w Do N 876.8 a� t C ' - so \t F- r \ OFFSITE /UPSTREAM ACREAGE =O.00AG. OFFISTE UJ oo -0 y.. ALLOWABLE RELEASE RATE 2 yr. =28.83 cfs 10 yr,= 47.87cfs z ¢ � 0, OST. DEV. 10 YR. =19.59 cfs 100 YR. =31.73 cfs c_n d o t7 / z 878.7 \\ \ ��(n \ ` • / o \� j -•., �� , z m Of C� + \\ a wZ w LLJ 141.00, w J LL - 10' D I 15' 819 / <4y a f ' � - // '' v1 a- - � a- E. E = w D w w s1 .874, 74.1 5 0 6 \\ i /� P� 1- o v1 rr U \ -{- / �� j VAR. D.U. &R.D.E. S.E. va Z )ff�" ;5 % \ \ °�'m. 8 " .2 57 �� o i / p �o �, LtJ r, 1. is / - j / Ln 858 �2 y i f' ,�9,^ 0 � / / / �l J ,Q z LEGEND -' - \ J� EXISTING CONTOUR { \ / +�� 8� - EXISTING SANITARY SEWER -o��' 1 y _ -= = EXISTING STORM SEWER w W' \r a7 U ll1 I rl 1 1, n �' 875. �� 12�. (i ��` Y i s4a.o PROPOSED Z ' ti , , °<,, RADE - q i LWA \/ /.. ''�\h j 870 PROPOSED CONTOUR Z o ( 714 --- -c,75- r --� \ \ 9• �� 5.� tl99� /�,�� X = LL1 PROPOSED SANITARY SEWER Z PROPOSED STORM SEWER LJ EX. 5 SPH L �\ , 9. _ // . ��'� �/ ai ' ° ° < PROPOSED SWALE Cam. E NE,_� P E AND X '8 a /pPt� ", ��., OO LOT NUMBER 0 a RE 1 (3 �� tix p� RE' 1Eh'`L 6c0 /�\ �5•/, N.P NO PAD CONSTRUCTION T1 Syo // REQUIRED. EXISTING GRADE 30 L. Ex. 6 P TO BE LEFT UNDISTURBED VED e. M. L. A. G. MIN. LOWEWST ADJACENT GRADE to ( M. E. MATCH EXISTING �1S 51 r- 1 _ t 1y i DENOTES 4" SUBSURFACE: -DRAIN TO LOT Ey f DENOTES 6" SUBSURFACE DRAIN 840 EX. - f' `- CURB --- �� LAKE 2 N P= 865.90 -__ -- -- ��. \ 2 YEAR ELEV.= 868.07 10 YEAR ELEV. = 868.68 100 YEAR ELEV. = 869.51 BOTTOM ELEV. = 857.90 •' 21r� / -- � n 7 Q 8 LJ ry EX. - -- - - - -- - -- - - -= 4 - - - -- _ In 845 - L Ld HOLEY MOLEY SAYS STORM CHART DIG SAFELY" 1. EXCAVATION 4. REMOVAL OF TOPSOIL A. Excavated material that is suitable (topsoil and /or cl -y) may be A. All topsoil shall be removed from all areas beneath future C. The Engineer sha'I le ratified when the Contractor has reached the use for fills. All unsuitable material and all surplus excavated pavements or building. Topsoil removal shall be to a minimum tolerance as stated obove, so that field measurements and spot material not required shall be removed from the site.. depth of 6 inches or to the depth indicated in the geotechnicol elevations can be erif ed by the Engineer. The Contractor shall report provided by the Developer to be excavated or filled. Topsoil not remove his equ',^rent from the site until the Engineer has A lace on additional fill material from aftite as may should be stored at location where it will not interfere with verified that the jeD meets the above tolerance. NOTES TO CONTRACTOR; f d bris and B. Provide on p Y be necessary to produce the grades required on plan:. Fill CONTRACTOR SHALL CC'! r i T^{E DEPARTMENT OF ENGINEERING TO construction operations. Th topsoil shall be free o e p P obtained from offsite shall be of quality as specified for fills OF THE MAXIMUM DRY DENSITY STANDARD PROCTOR TEST M'.THOD stones. herein and the source approved by Developer. It will be the fill 5. UTILITIES ANY PRIVATE TILES LOCATED' f THE DOWNSTREAM PROPERTY LINE AND A. responsibility of the Contractor for any cost for r,,eded. LOCATED; BREATHERS SET SS THIS SITE. IF ANY OF THESE TILES CRUSHED OR REMOVED ACRCOF THIS PROJECT, THEY WILL NEED TO NO EARTH DISTURBING fI 1T !!AY TAKE PLACE VJTHOUT 2. REMOVAL OF TREES A. Rules and regulation governing the respective utility shall be THERE IS TO BE NO DR bF4'. "Y ENCROACHMENTS INTO EASEMENTS r FUNCTION, AS IT IS ILLEGAL observed in executing all work under this section. A. All trees and stumps ,hall be removed from areas t" be occupied surfaces area. Trees and stumps shall n4, be buried B. It shall be the responsibility of the Contractor to determine the by a rood UTILITIES PRIOR TO CONSTRIiCTION TO CONFIRM THERE IS NOT ANY location of existing underground utilities 2 working days prior to on site. SIDEWALKS AT THE PERIMETER OF THIS SECTION SHALL BE commencing work. For utility locations to be marked call Toll 3. PROTECTION OF TREES CONTRACTOR'S RESPONSIBILI (Y. Free 1- 800 - 382 -5544 within Indiana or 1- 800- 428 -5200 outside D8L. CU IN 838 Indiana. A. The Contractor shall, at the direction of the Develop,e endeavor to save and protect trees of valve and worth which (1> not impair C. Contact Carmel Utilities at 571 -2648 for location of all wotermains. construction of improvements as designed. 35 R.C.P. 12 6. SITE GRADING B. In the event cut or fill exceeds 0.5 foot over the ro6.: area, the Developer shall be consulted with respect to protecthit measure to A. Do all cutting, filling, compacting of fills and rough grading required be token, if any, to preserve such trees, 374 to bring entire project area to subgrade as shown on the drawing. R.C.P. 12 B. The tolerance for paved areas shall not exceed 0.05 feet above 863 878.70 established subgrade. All other areas shall not exceed 0.05 feet 874. 0 plus or minus the established grode. Provide roundings at top and R.C.P. 12 CURB INLET 865 hnttnm of hnnke rind other breaks in arade. ALL PADS SHOULD BE TESTED TO ASSURE CONTRACTOR SHALL CC'! r i T^{E DEPARTMENT OF ENGINEERING TO A COI '.CTION OF AT LEAS!" 95 PERCENT USING THE SCHEDULE A, P:tE -CON! I?U n; MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIRE+! !It STAFF NOTIFICATION REQUIREI.!ENTS, OF THE MAXIMUM DRY DENSITY STANDARD PROCTOR TEST M'.THOD REQUIRED UJSPECTIONS ` T. CERT:AIF! STAGES OF WORK TO REVIE�'! THE ON THIS SITE WILL NEED TO BE AUTHORITY OF THE DEPAt1!!ENT AS IT RELATES TO WORK 141THIN THE ANY PRIVATE TILES LOCATED' f THE DOWNSTREAM PROPERTY LINE AND A. EXISTING AND PROPOSED CIT'i P, /'.'!. LOCATED; BREATHERS SET SS THIS SITE. IF ANY OF THESE TILES CRUSHED OR REMOVED ACRCOF THIS PROJECT, THEY WILL NEED TO NO EARTH DISTURBING fI 1T !!AY TAKE PLACE VJTHOUT EXTEND BEYOND THE LIMITS 7LET AND ALLOWED TO CONTINUE TO AN APPROVED STORM -TEE MANAGEMENT PERMIT. BE PROVIDED A POSITIVE OU 1.0 BLOCK OFF A PRIVATE "MUTUAL" THERE IS TO BE NO DR bF4'. "Y ENCROACHMENTS INTO EASEMENTS r FUNCTION, AS IT IS ILLEGAL BETWEEPl LOTS. TILE. 12 CONTRACTOR SHALL VERIFY 'DEPTHS OF ALL EXISTING ONSITE EXISTING PAVEMENT SHALL BE SAW CUT TO PROVIDE A SMOOTH UTILITIES PRIOR TO CONSTRIiCTION TO CONFIRM THERE IS NOT ANY TRANSITION, CONFLICTS WITH OTHER UTII_iTIES, STORM SEWERS OR STREETS. SIDEWALKS AT THE PERIMETER OF THIS SECTION SHALL BE CONFLICTS AFTER CONSTRUOTION BEGINS ARE SOLELY THE CONNECTED TO THE SIDEWALKS IN ADJACENT SECTIONS OR CONTRACTOR'S RESPONSIBILI (Y. SUBDIVISIONS. Structure Name Upstream Str. # Downstream Str. # RIM Downstream , Upstream Inv. Upstream Length Downstream L_ngth Pipe Material Pipe Diameter INLET 837 839 1 1 _ 871.86 i_- 868.79 53 ! R.C.P. 12 DBC NLET 839 838 837 873.55 867.9 69.68 35 53 R.C.P. 12 D8L. CU IN 838 339 873.55 869.15 35 R.C.P. 12 CONCRETE ENO L63 864 1 BN4.jr2l 374 R.C.P. 12 CURB INLET 8N 865 863 878.70 873.60 874. 0 374 R.C.P. 12 CURB INLET 865 i 864 878.70 874,72 SHEET N0. CALL TOLL FREE 30 R.C.P. 12 CONCRETE END SECTION 858 9 -- 870.75 77 R.C.P. 18 MANHOLE 859 860 888 874.40 870.60 870.91 81 R.C.P. 18 MANHOLE 860 861 9 874.00 870.75 874.75 160 _ ,C,P. 12 DBL. CURB INLET 861 862 879.11 870.91 875.15 30 160 W91PI 1 12 CURB INET 862 8 79.01 874.75 /� 30 12 2- CONCRETE END SECTIONS 843 8 2 868.86 36 R.C:P 24 2 -CURB INLETS 842 843 841 4.38 868.20 868.66 36 26 R.C.P. 24 2 -CURB INLETS 841 842 840 874.38 865.90 868.76 26 39 R.C.P. 24 2-7c7oNCRETE END SECTIONS 840 1 841 868.00 1 26 WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING S & A JOB N DAYS BEFORE COMMENCING WORK. 291,60S / {L�' 0 ` , e� CX URON 1 _ LCC,4TION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, bvt not limited to, manholes, inlets valves, & marks mode upon the ground by others.)_ AND ARE SPECULATIVE 'IN NATURE. THERE 1,fAY ALSO BE OTHER EXISITING UNDERGROUND UTILPTIES - �. FOR WHICH THERE 7S NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE- GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATtGNS OF SAID EXISTING UNDERGROUND UTILITIES oftw.ti eY. cHE ALL 2 WORKING DAYS BEFORE YOU DIG SHOULD BE .VERIFIED BY THE CONTRACTOR MGF i 1-800 - 382 -55 PRIOR TO ANY AND ALL CONSTRUCTION. - SHEET N0. CALL TOLL FREE PER INDIANA STATE LAW ICB -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING S & A JOB N DAYS BEFORE COMMENCING WORK. 291,60S / {L�'