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HomeMy WebLinkAboutC201-As Builts Section 2 Westvale in Jacksons GrantT_ N v -a c cu n. o m 0 0 iL �� Q V¢tL ov 0 0 © O C'4 N e - a Q co Q LLI V N a a N N V_OD -,,g �I UJ Q ai co Z W 0 0 U_ 2 a 1 % ASPHALT C4�i;B.73' FOUND CONCRETE MONUMENT WITH PRECAST "%" - 8" ABOVE GRADE VAR. D.E. & L.A.E. 1 LEGEND PER PLAT OF CLAYBRIDGE AT SPRING1 \ f 4.2' N. €� 4.3' E. OF NE. COR., SE. 1 NW. 9 f4, SEC. 34, T.18N., ft.3E. J - - -87o- - - EXISTING CONTOUR \ EwSIrnc l \ \ 1 / - CONC. HOUSEA PHALTco 0 EXISTING SANITARY SEWER �3/4' �B \, BULLED cURa '� 2 ' FORC/E MAIN SE�`� FENCE COB. ` i J EXISTING STORM SEWER ROLLED CGRB ASPHALT ASPHAL{ pRIbF '- `- ------'`" __-- -- - _ ` (Ty L 'E W L�RAL' K2.4' N. & 1.9' W. z 4 N rR ARM E CE GA E TBM #7 - - _ _ ___ y L•A.E. F WVOv N 11 F FSI MEI T 3 IL F - �- / s4s.o PROPOSED GRADE ;R cA� _ _ �- g�. NE. CORsE. / NW. 1 /4, 10'N.M.E. �F - - __ 1 �= - ��10' �� _'. � � � � \\�v\\� � � � f - -S�o- - PROPOSED CONTOUR - _� 5. r SEC. T.18N R,3 - ., -=-- =- -•-- - -_ - - - - ' I PROPOSED SANITARY SEWER * PROPOSED STORM SEWER 867 7 8 t367 _ 4. N 1 T IV EAS. a °,524a d2 L r. S'� ALE , 859 73 L.F. Stt'ALE UU"c I . \ (� 1j 1 'r.StS'ALE 1.49N - _ _ ��- �c 2L.F.SWALE@,i.UM% _ 140L.F.SWAL 1 65 --�19��5�AL C - - -SfU- '\ �rQ / O b p 86 1 20' D.&---86$.0 Q _ ___ _ . TST. _ --. - 6 �R,t. �.. 1- .curs `� ' \ �� , \` �REA 1 \ - x6s \ 25 50 W PROPOSED b X - \ S WATER LINE , c' s5o.9 `+ � , \`�\` �` \ \ PROPOSED SWALE \ T J\ I in 5 PROPOSED 5 SIDEWALK (BY HOME BUILDER) % (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) 4)0,r z Tit=mow 40' B:t\\ \ AREA `Wu ` t 'a.TE4 / t=PG�b:a$_$ oo � -86 � -._. � ,$�� _ ._____-'_�-. ` a7� f � �� •�' i \ �` �\ ` i \ \\ \ \ e �� 4sLr.72•xc.r.;ozb a0' D. .&R.D.E. I` 0' D.&U.E. WESTVALE ..,ly r 988650b 864.- 8>4.52 864.75 ., 865.38 ^ - 865.71 °s5.32 864.15 A.� \ w o - asap +.6 v a„ i___---_-----`----------"`----c-�---=--.--- 867.39 � '' 4s+� �s� `ls t7+oo \ts sa-_._'`-' g so _ % -- _�o`-.. .'---ems` .- =1 '• �r__._--- 13-sUO O__._-.--=-----=�...-�='`--`= zn ,.F t -- `r , `� j \\ 9�� \�\\ fuFR 5� j O m , .26 X3 977 S 73 EX. 425 T C Al, 41 \ STRUCTURE TABLE STRX PE T.C. CASTING TYPE DIAMETER IN DIRECTION IN INV,_IN DLkMETER OUT DIRECTION OUT INIOCT SLOPE 644 YARD T1YL1"- 867.05 it 4342 ( 12 W 863.05 0.35% 645 YARD INLET -` 71 R4342 i2-1772 { - 12 j 12 _ 12 12 E - N NE N 862.35 861.50 861.05 50.28 12 12 2 7 " S `W 862.25 861.40 0.45% 0.83% 646 INTANHOLE, 567.55 647 CURB INLET 866.90 R- ' -1-2 S 860.95 2.23% 648 DBL.CURB INLET Wl 2` SUhIT' 866.86 R-3501l-TL=1`R S 860.18 1.07% j I 649 YARD INLET 863.96 R4342 650 YARD LNLET 867.99 t2-4342 863.32 12 12 _ - � S SE 863.99 863.22 0�51% =_56-1,, 651 MANHOLE 868.27 R-1772 12 N - 652 CURB INLET 867.85 R-3501-L2 12 862.95 i 862.57 857.9 12 12 S S 862.85 862.57 0.93% 2.34% 653 654 655 DI3L.CUR13 INLET W/2 SU41P YARD INLET YARD INLET 867.82 864.04 865.17 R-3501-TL-TR R4342 -4 R 7T'010012 2 2 12 N N 12 S SE S 861.17 860.63 860.46 0.41% 4 0.260/a� 1.00% 6.56 MANHOLE 865.19 N NW 860.63 860.52 1 is 657 658 DBL.CURB INLET DBL. CUR ;E 864.79 -864.80 - O1 - R - SOI-TL-TR 15 S 860.06 2.58% � 659 N1 11 86` R-1772 E 15 N 855.86 18 S 855.76 1.45% 660 18 NE 855.48 661 CU ��` T 864.16 R-3501-L2 - SECTION MANHOLE 854.83 R-1772 �- 12 - E - 92 5.24°lo 662 12 W 841.04 y 12 W 846.62 12 1:E 844.83 5. j NOTES TO CONTRACTOR: ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED, BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY R/W. EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. DENOTES REAR PROTECTION GRADES LOT NUMBER PAD ELEVATION DENOTES FRONT PROTECTION GRADES to 50 _ !s T 4o vA'k.a.m.>?.E, \\ PROPOSED 6 DUAL WALL HANCOR HI-Q TYPE 4 e6 b 1 4> ��' \ t „ U. S. �� s a J Al AN S L"T ` \ \\\�9' \\` UNDERDRAINS UNDER CURB. JG `\ '�,-� �` �' h' (p• fp• X 80 F R L � \\ � \ . � �,s$�; ,��-� 4' ' \\ \ MIN. FINISH FLOOR ELEV. IS BASED OFF OF THE BELOW Rnl\1 30' D --� - B.T i MFF=X?OC.X CRITERIA, WHICHEVER IS HIGHER: --- !- -- "" 2 � j ? 2� � � / i �� i ' ` \\ \ \\ \ 1. (1) FOOT ABOVE THE NEAREST UPSTREAM 86 \ i 10' NONE i'S;EASEIVI \ ^� "� a� b '? -� `.� _/ ' ¢ \ A \� INST. # �\�� \� WHICOR H EVER IS DOWNSTREAM SANITARY MANHOLE \ v 1 L��\� \\\�\ \VA -$. _ \ e \\ \ \ \\ \ i 2. 15" (1.25') ABOVE THE ROAD ELEVATION -- ---- \ \\� �� \� 3. 6" 0.5 ABOVE THE M.L.A. t - \ \ \ \\\ \ \\� ( ) G a T.C. 1 �. _ 1 � \ \ \\ \ _ MFPG=XXX.X MINIMUM FLOOD PROTECTION GRADE 859.�\� \ \ \\ �----- - t- �__ ��.;�_�,�ts 856.0 ��� �7_iC► 856. 56.0 ---_ z�s_ ---_-i _ $o - � � \ \ \ � \ \ `\� _ - - .7.0 a56.o MLAG=XXX.X MINIMUM LOWEST ADJACENT GRADE - � -- fo__ U E =- ss5.o - r� \ V v � \� �� �� `• �• �E 4 855.] - -.,,� \ • \ �`~ � =47. rr -� -- 6 \ \ \ - \\\ \ 1 SSD TO LOT a58.4 T. 8 ' 30" C.P. T.C.RISER TC 30" 19Li 1S"RCP. 1.d5W�' A \ \ \ INV,.� , _ V 1 �-._-- { --•- ._--- �;�----- --- - - -:-----� =84027 � � `\, \ \\ \ \ � `1 � DUAL WALL HANG 4 a64,0 \`�\f.T_Cc =84402 \` HI-Q TYPE 4 SSD / \ i#3' R.C.P. S�\! �\ 1 862 -�' % f \\�IN =a 0.a2 \ ` \ \ (SIZE NOTED ON PLANS) %./0 W11N BMP 26AX. \ CONSTRUCTION LIMITS EX. 418 T.c. 41 ` t _ - T.C.=856.66 15" R �n 1 -- \ a, `s , _� �\ \1 /f j111 � 1 I �� 'N - N 15" R.C.P. E INV.=7 X INV.=853.00 i �O'�e, D ••0jrrri�e :c 1 I' - EX. 419 I - I - �'' - T.C.-857.24 � ✓ ' -I i k% ` NiJ. r k \ t S" R.C.P. ��-if `'1 ' S 2• - \ Ate~ / ' \ \ /. EX. 423 v. $55.9s _- _ - 1 900012 -�s e IsD.Olmsteadi/,�%.Z 24" R.C.P. va U - r ---t ! D 1 STATE OF �� , INV.=857.52 - EX. 422 '-- -`-" /l ' Registered Land Surveyor �i 30" R.C.P. E T.C.=858.40 !tt M�.•• 1-''�. ' 1 f i i _ oc ¢ s. n" cn o u, 1 /'✓ ..^' 1^` / _ ''- /r' t No. 900012 III'` • ••••••• t�ttttltittittt�'- `a4 .9 ASBUILT GRADE ELEV. DRAINAGE SUMMARY i \ 834- EARTHWORK T.C.=84 . 2 ,, Tc- 8418 J Pipe Table N 1 SIZE LENGTH SLOPE AL 644-645 12" 200.74' 0.35° C 645-646 \12 167.62' 0:646-647 41.98' ° R.C.P. 647-648 12" 30.04' 3 R.C.P. 648-649 151, 7.22' 7% R.C:P. 650-651 12" I3 9' OrG.5I% R.C.P. 651-652 12 48.12 % R.C.P. 652-653 12" 30, °" R.C.P. 653-654 6.34' 34 0 .C.P. 655-656 131.94' 0.4 S 656-6 43.10' 0.26% 657-658 29.95 1.00% 658-659 15" 162.54' 2.58% R. 659-6.' 18" 19.30' 1,45% R.C.P, 66 661 12"' 82.13' 5.24% R.C.P. 63-662 12" 74,87' 5.06% R.C.P. CONTACT: CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATES FOR SANITARY SEWER LOCATES CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT (317) 844-9200 NOTE: FOR STORM AND PIPE CHARTS SEE SHEET THIS SHEET NOTE: ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S 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 THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. REAR IiL MFPG=XXX.X XX XX. MFPG=XXX.X FRONT R/W REFERENCE SHEET C200 FOR DRAINAGE SUMMARY 18" PS 115 NE f iR cLE �CTUR WV.=$28.14 N 835 i UM ! PS4 1. EXCAVATION INFORMATION. 18" � �� � � INv.= 1i$28. s.o4 �} I 1 A. Excavated material that is suitable may be used for fills. All unsuitable material /f { l(333� and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to a minimum depth of 6 inches or to the depth indicated in the geotechnical report provided by the Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. Minimum Flood Protection Grades From Sections 104.02, 302.06 and 303.07 of the City of Carmel Storm Water Technical Standards Manual 1. Definitions a. Minimum Flood Protection Grade of all structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, b. whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well. 2. Standard: Lowest Adjacent Grade a. General i. The Lowest Adjacent Grade for residential, commercial, or industrial buildings shall have two feet of freeboard above the flooding source's 100-year flood elevation under proposed conditions. b. For areas outside a Special Flood Hazards Area (SFHA) or FEMA or IDNR designated floodplain i. The Lowest Adjacent Grade for all residential, commercial, or industrial buildings adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. ii. The Lowest Adjacent Grade for all residential, commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. iii. In addition to the Lowest Adjacent Grade requirements, any basement floor must be at least a foot above the normal water level of any wet -bottom pond. 3. Design Notes: a. Each lot that is adjacent to a pond, open ditch or flooding source has a flood protection grade. There are instances where there are multiple different flooding sources for 1 structure. In this case, there should be a flood protection grade listed for each side of the structure in the event that piping from the structure discharge to either flood source. b. Finished floor elevation or the lowest building entry elevation shall be no less than 6 inches above finished grade around the building. Also, the building's lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. STORM SEWER FOR THIS PROJECT WILL BE PUBLIC. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. INEA\TION LIMITS\OF WILLIv1SAREAE S �R� x 842.1` t'{ooaEAI� x R 1 Q` 3�r_ON-EX DIVE EA 1 EX. LS�6EX S 26N t !/ T C -846.28.28 1T.C.=846.26 I 1.R. 7.6 P.V.0 SE 18" PS tt5 NE11 �INV. 825.36 'NV.=825.37 �1 r 18 R� 5 YJ 1111 1 825.09 _ 842.7 ✓ ✓ M.E.) FLOOD STATEMENT A PORTION OF THIS SITE DOES LIE WITHIN A FLOODWAY OR FLOOD PLAIN PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT #07-760 VEGETATIVE COVER EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS WITH WOODS ON THE SITE. ADJACENT PROPERTIES NORTH: RESIDENTIAL EAST: RESIDENTIAL SOUTH: RESIDENTIAL WEST: RESIDENTIAL THERE WILL BE NO OFF -SITE BORROW, STOCKPILE, OR DISPOSAL AREAS ASSOCIATED WITH THIS PROJECT. U o 5 v N J ,U v 0010kn'n� 00��knN N O O 0� O A ,vpptterNrtri STOEPp, = 19358 = -o ? STATE OF �' 4 UNi ME a z � � a H z z �N 0 oCn zH U Q H CA a U DRAWN BY: CHECKED BY: JSM BAH SHEET NO. ,00-�Q AlIft, 0 S&AJOBNO. 60160REP-S2