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HomeMy WebLinkAbout_Tallyn's Ridge - Construction PlansPage is too large to OCR. MATCH a POWER POLES TO BE REMOVED '179 N'i4 Hy y on0:>O �OMO 9 ti 9� b^ �h6 9p 9 h 9�'H 9 ..�, 0 R, 0 Xx9 �p xO X0,p i x9� 6� X9 y�i X9^.�n %¢,Ehyb b �Xg9'Wp x9 hF x9\� X 0 PWP. XpO = -X x-��N�� PWP� .�'1' x9T 9'�' / E /°+Vs . o h bhe - _."ham FLAG POLE, POWER POLE AND MAIL BOX TO BE REMOVEDX � x 3 `FENCE TO BE REMOVED WELL TO BE A hg bP o WATER SPIGOT ,�. / PER HAMILTON 1 a /^_ eYat TO BE REMOVED /ah SPECS. 919' Ae I I POWER POLE x Im / AND WATER SPIGOT TO BE h bh mh _REMOVED POWER POLES gry.W x a AND LIGHT TO \ �0h x l BE REMOVED a x x9 99P X o FLAG POLE b� o0 1' eb AND LIGHT TO ab --BE REMOVED x I ^' x I 0^9 ^e 9b / a� FENCE TO BE a x \ bA� REMOVED x � � \ \ �h X l v x�h v / \ \ X FENCE TO BE V ha \ REMOVED " �, x O �X \ x \ -- x e \ POWER POLES 9^" y� AND LIGHT TO / x x9 x �b� BE REMOVED / FENCES AND GATE 9A. TO BE REMOVED bin WATER SPIGOT \ ho %^ /- \ _ .9» / TO BE REMOVED \ \ x X \ \ / ^+, X 9j8\ b / xa \ x / / / \ x9 FENCE TO BE x / \ REMOVED X hy� x \ \ b x9 9 x 916 a^ y \ x / FENCE TO BE x REMOVED / x" 1 x h I xaW �i Y / x b /006 x 99 / / xh / O� FENCE TO BE REMOVED BA LEG EN D b O E OVERHEAD ELECTRIC LINES ahgh T TELEPHONE LINE Ch P.W.P. b w WATER LINE 09 CONSTRUCTION LIMITS P.W,P, DEVELOPMENT SECTION LIMITS SANITARY SEWER LINE; MANHOLE GLIDED STORM SEWER LINE; MANHOLE, CC JNTY �� CURB INLET, FLAT INLET & ENDSECTION FENCE LINE o.w.a. POWER POLES GRAPHIC SCALE 6b / LIGHT POLE 10 zs o zs so / ® SANITARY WET WELL ( IN FEET) -- GUY WIRE 1 inch = 50 ft. rP° TELEPHONE PEDESTAL OT TELEPHONE MANHOLE ^G0 GAS VALVE w CLEANOUT aD4 O WATER METER w I m WATER VALVE .w. FIRE HYDRANT DEMO ITEMS i.w POWER POLES TO BE CONSTRUCTION LIMITS W REMOVED MATCH HAH o-7 b 1 ^b 9�. x y 90. x OL 9 EX. SANITARY MANHOLE I T.C.=918.48 INv: 906.19 S. BENCHMARK INFO BM DNR DNR HAM 40 1989 NAND 88 TCH LINE "A" .. ELEV =906.076 1�i 7�E'PC R.R. SPIKE SET I' UP ON THE NORTH SIDE OF POWER POLE 074697. SAID POLE IS THE 4TH POLE EAST OF THE INTERSECTION OF 146TH & SHELBORNE ON THE SOUTHSIDE OF 146TH STREET. 1ST POLE WEST OF BUCKEYE GAS CROSSING. ELEV =914.51 FOR WATER LOCATES CONTACT: CARMEL UTILITIES (317)571-2648 FOR SANITARY SEWER LOCATES CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT (317)844-9200 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. 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. FLOOD STATEMENT THIS SITE DOES LIE WITHIN A FLOODWAY OR FLOOD PLAIN PER FIRM 18057CO205F DATED FEB. 19, 2003 VEGETATIVE COVER EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS WITH WOODS ON THE SITE. ADJACENT PROPERTIES NORTH: AGRICULTURE EAST: AGRICULTURE SOUTH: RESIDENTIAL WEST: AGRICULTURE .. ...y;,.ofaly. Indiana Underground Plant Protection Se"Ice Know what's below. Call before you dig. 'Q \STEgFO, ,95�% No. ` I9358 ` -o \ STATE OF ? ? '•••,,a S/O,yI m si-1•gpmnmmo. o� owa� w� a ow�U zUwO �o H O v O }j �QOUi \ ZOoQ D z o �wzw� —>o Na�Ya � 1w00w U Z1 a G a O ~_ z c L O w w `0 w Qj > (� V / 7 J � J U_ Q S � Z O s r O J v DRAWN BY KRG CHECKED Br. BKR C100 SHEET NO. y9 b 9 g�L o' 6 9 e x 1� I r, MATCH LINE A"I'!I xL,,I 0 06L° n7 t GRAPHIC SCALE So 0 25 5° ( IN FEET ) 1 inch = 50 IL LEGEND - - w°- - - EXISTING CONTOUR - - EXISTING SANITARY SEWER �� =I EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR �- PROPOSED SANITARY SEWER t PROPOSED STORM SEWER W PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' &.8' SIDEWALK (BY HOME BUILDER) REAR 2 FRONT Eli MFPG=XXX.X XX xxx.x MFPG=XXX.X (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) DENOTES REAR PROTECTION GRADES LOT NUMBER PAD ELEVATION DENOTES FRONT PROTECTION GRADES PROPOSED 6" DUAL WALL HANCOR HI-Q TYPE 4 UNDERDRAINS UNDER CURB. MIN. FINISH FLOOR ELEV. IS BASED OFF OF THE BELOW CRITERIA, WHICHEVER IS HIGHER: MFF=XXX.X 1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE WHICH EVER IS LOWEST. 2. 15" (1.25') ABOVE THE ROAD ELEVATION 3. 6" (0.5') ABOVE THE M.L.A.G MFPG=XXX.X MINIMUM FLOOD PROTECTION GRADE MLAG=XXX.X MINIMUM LOWEST ADJACENT GRADE 4" SSD TO LOT L �RISER TC DUAL WALL,HANCOR' HI-Q TYPE 4 SSD (SIZE NOTED ON PLANS) CONSTRUCTION LIMITS 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, a whichever Is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter o 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 postsor 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 Hecords Area (SFHA) or FEMA or IDNR designated floodploin 1. 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. li. 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. IT. 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. EARTHWORK: 1 1 1. 1 EXCAVATION I A. Excavated material that is suitable may be used for fills. All unsuitable material 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 m 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 stared at a location where it will not interfere with LINE "A" 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 1-800428-5200 outside Indiana. OVERALL SITE ACREAGE=18.503 AC d, ALLOWABLE RATE CALCULATION: 0.1 cfs/acre = 10-yr 0.30 cfs/acre = 100-yr ALLOWABLE (Based off 18.503 Ac.f) 10 YR. 100 YR. 1.850cfs 5.550efs POST DEVELOPED 1.381cfs 3.317cfs VOLUME DETENTION REQUIRED LAKE #1 = 95,895 fts LAKE #2 = 79,527 Its VOLUME DETENTION PROVIDED LAKE #1 = 177,384 fta LAKE #2 = 205,672 ft' LAKE #2 OFFSITE DRAINAGE: THERE IS NO OFFSITE TO LAKE #1 LAKE #2 OFFSITE DRAINAGE: THERE IS NO OFFSITE TO LAKE #2 EXISTING GRADE ELEV. - ELEV.=977.00 4 4 11 r F 913.006 6 10 1 IF OVEREXCAVATE 0.9" FOR SEDIMENT ACCUMULATION ELEV.-917.00 BOTTOM = 905.00 CROSS SECTION LAKE#1 NOT -TO -SCALE NOTE: NO SPILLWAY FOR LAKE 41. (WITH OUTLET CLOGGED AND BACK TO BACK 100 YEAR STORMS PONDING ELEVATION GETS TO A 916.9 AND WILL STAY WITHIN THE BANK OF A 917.00) 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgmde 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. CONTACT: CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATES FOR SANITARY SEWER LOCATES CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT (317)844-9200 STORM SEWER FOR THIS PROJECT WILL BE PUBLIC. ALL STORM SEWERS WITHIN PUBLIC. RIGHT-OF-WAY SHALI BE RCP CLASS III. NOTE: FOR STORM AND PIPE CHARTS SEE SHEET C202 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; BREATI IERS SET AT TI IE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS TI IIS SITE. HE ANY OF THESE TILES EXTEND BEYOND THE LIMITS OF TI IIS 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. C ONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTHLGUES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH I OTHER UTILITIES, STORM SEWERS OR STREETS, CONFLICTS AFTER C ONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. C ONTRACTOR 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/N. 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. FLOOD STATEMENT THIS SITE DOES LIE WITHIN A FLOODWAY OR FLC PLAIN PER FIRM 18057CO205F DATED FEB. 19, 2003 VEGETATIVE COVER EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS WITH WOODS ON THE SITE. ADJACENT PROPERTIES NORTH: AGRICULTURE EAST: AGRICULTURE SOUTH: RESIDENTIAL WEST: AGRICULTURE BENCHMARK INFO BM DNR DNR HAM 40 1989 NAVD 88 ELEV.=906.076 TBM #3 R.R. SPIKE SET F UP ON THE NORTH SIDE OF POWER POLE 074697. SAID POLE IS THE 4TH POLE EAST OF THE INTERSECTION OF 146TH & SHELBORNE ON THE SOUTHSIDE OF 146TH STREET. IST POLE WEST OF BUCKEYE GAS CROSSING. &,IUPPSgafely. Indiana Underground Plant Protection Service ELEV =914.51 lul Know what's below. Call before you dig. No. 19358 q \ STATE OF SJONAI. mH rAlUnnnnut, O� OFc,:z z O w acF w� a Out U z�wo W Q > J Z'Kn, -w,0 w zz ¢ C tt"Vi\ Q , ad Q ad Z N \ OOD< be zi,C) ommup m uwiao Ll Ll W Z w O Ca > O , Namd rtj z1 11rc U f2 Z - (Ld v � Q i Z W iY M 0- 7 LLI � J p LJ r DRAWN By CHECKED an KRG BKR SHEET NO. C200 1 A a\\ \. \\` 919.5 egg X \°°> I I 0 As be m o ® M �NIA TCIII INI-."A" an ®°I am _ nr roe 6 p 00 9-19-5 V( F6 F M.F.F- azo.o i ° M� ne m X ' vi 15.D.E. R rv0 � I m 125 LES" R. ICP. A°.22x- a' 9 9' x N a, 20 1' ti 917.4 a,39IT IS' R X/Rh Be LF 18" f rn nn °. 9" 9 w 90 WP 15 X Y X w uII 9-19.2 Vl Q G6 JLL M.F.F. III 9'19.2 I 9 0' ° 9 FF I m X w I 0 hry A or) ro �° X Ia M1 ° 'c 9 < °] In (O 9181 0' h on O X a 9 o 99 m 9 ii '14 i a' a d t10 9 rR, R, Ot F. _F. JI FF 9'19.2 F: 6 _ _ a a- e. a � x pa x EX. SANITARY MANHC T.C.=918. .4�AJ INV.=906.19 a U U " IL JLL 92� F JLL ho 4 / "D>920.9 8 96 m°a TC.=919.60 `DU&S ¢ o e 9 o M Is N / \ I O, N6 - f M Mw3D' B.L. LL�f U -M. 0 917.7 0 918.8 ham/ m -azo-a 22 so' 9i °J O1 j20' D.E.& B. M.P.E. n / n \Q... 30" 9 m Imo' 25L.- ^ muc »n a M m 0° 96 om _ lit "1 2 ram a? /?p 20' D.E.& B.MA .E. 1 JDo 9'19-2 Qa i L\ & 25' 61. F F 917.0 n - 917.0 m _)� pj 916 a 1 m15'R:D 11 23 LE 21"RCP B. 0.18% \ 912 913� e + t 139 r. 21' R.C.P. ®a22S 911 910 91 :2 917.7 909 , 1 � up m m x LAKE #2 (BMP) Imo_ n D_ N.P.=910.53 be w o m 2 YEAR ELEV.=911.62 '° xw i 9'18.5 00 w� _ ag L 10 YEAR ELEV.- - o' -B �- m - Fill- - 00 YEAR ELEV.-914.34 J b _ =91 n.2 N m2 = 0 .5 BOTTOM ELEV. 9 2 3 m / m m 5 m T BANK ELEV. - 916.50 m N � 17.9 218.4 n ®o 1 THHMI ' VAR R.D.E &-- 106 - -i-°•�±c o LA A-E 4 105- 6. 19' R.CP. 11.16% JL _ -4 a L XIry h rvh I ° X, -gLE16"RRCP.®°I6% -SEE DETAIL SHEET \A C803- \919 CONTRACTOR TO TIE PROPOSED CURB - AND PAVEMENT TO EXISTING CURB AND PAVEMENT IN TRAILS AT HAYDEN RUN AS SHOWN. _ a a`w ye h° 0"\ It ° X �. vs a X _ I U X X e"e 9° 0 °S' x Xw �x� av1 I �' x°�- 't hyh is °' X X 0 Eb p X x el, 1; 00. X [I]t Z n wa an X X', ATCH LINE "A" GRAPHIC SCALE \ I So 0 21 sa ( IN FEET ) 1 inch = 50 IL LEGEND I EXISTING CONTOUR - - � EXISTING SANITARY SEWER n- =I EXISTING STORM SEWER PROPOSED GRADE - �20 PROPOSED CONTOUR �- PROPOSED SANITARY SEWER \ he f PROPOSED STORM SEWER 1 \ W PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' &.8' SIDEWALK (BY HOME BUILDER) REAR 2 FRONT Fi MFPG=XXX.X XX xxx.x MFPG=XXX.X (DEVELOPER SHALL INSTALL SH)EWALKS ALONG ALL COMMON AREAS) DENOTES REAR PROTECTION GRADES LOT NUMBER PAD ELEVATION DENOTES FRONT PROTECTION GRADES Minimum Flood Protection Grades From Sections 104.02, 302,06 and 303.07 of the City of Carmel Storm Water Teohmcal Standards Manual 1 Da ou is 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 o bwldin . 9 Lowest Ad'acenf Grode s the elevation of the lowest rode 1 9 adjacent to a structure where the loll meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support postsor 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 Hecords Area (SFHA) or FEMA or IDNR designated floodploin 1. 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 and elevation or 2 feet above the emergency P 9 Y overflow weir elevation whichever is higher. 11. The Lowest Ad bcent Grade for all residential 1 commercial, or buildings shall set a minimum of 2 feeteet above 9 e the highest noted overflow ath ondin elevation across the property frontage. P �P 9 P P Y iii. In Coalition Rion t the Lowest Adjacent Gradetabove requirements, 1 any basement floor must be at least t foot above the normal water level of any wet -bottom pond. 3. Design Notes: a. Each lot that Isflood oadjacent to a one open ditch in flooding P P 9 source has a flood multiple different rode. There are instances P 9 where there are multi le different should be sources for 1 P 9 structure. In this case there should be e floodprotectionth Trade listed for each side is the structure n the event that piping from the structure discharge to ether 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 buildings lowest entry elevation that 1s adjacent to and facing a road shall be a minimum of 15 Inches above the road elevation. DRAINAGE SUMMARY OVERALL SITE ACREAGE=18.503 AC.f ALLOWABLE RATE CALCULATION: 0.1 cfs/acre = I 0-yr 0.30 cfs/acre = 00-yr ALLOWABLE (Based off 18.503 Ac.,b) I O YR. 100 YR. 1.850cfs 5.550cfs POST DEVELOPED 1.381cfs 3.317cfs VOLUME DETENTION REQUIRED LAKE #1 = 95,895 ft' LAKE #2 = 79,527 ft' VOLUME DETENTION PROVIDED LAKE #1 = 177,384 ft' LAKE #2 = 205,672 ft' LAKE #2 OFFSITE DRAINAGE: THERE IS NO OFFSITE TO LAKE #1 °+ _e a °. / x Fyn x v X a^ rv� q9 9 �x °e X x °^ A' Alt Al PROPOSED 6" DUAL WALL HANCOR HI- TYPE 4 Q �a5� ( h° A°°' UNDERDRAINS UNDER CURB. tea- _ 9 u9 x 4w"' - G' 6 4e' d x E ° ° LAKE #2 OFFSITE DRAINAGE: _ --` Exlsnr�c R-d J 11 MIN. FINISH FLOOR ELEV. IS BASED OFF OF THE BELOW THERE IS NO OFFSITE TO LAKE #2 - _ 1 - R No. 20040150.99 �Q9� ( - -- MFF=XXX.X CRITERIA,1 FOOT ABOVE THE NEAREST UPSTREAM - r.'8"RCP®GIBS q,9 4. �� ° 1' _ - t - _ _ _ _ - _ --w �ir tee- 0 - R OR DOWNSTREAM SANITARY MANHOLE -_ Z X a". > = WHICH EVER IS LOWEST. e 2. 15" (1.25`) ABOVE THE ROAD ELEVATION _ Af - '- 3. 6" (0.5') ABOVE THE M.L.A.G CONTACT: CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATES FOR SANITARY SEWER LOCATES CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT (317)844-9200 STORM SEWER FOR THIS PROJECT WILL BE PUBLIC. ALL STORM SEWERS WITHIN PUBLIC. RIGHT-OF-WAY SHAL BE RCP CLASS III. NOTE: FOR STORM AND PIPE CHARTS SEE SHEET C202 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; BREATI IERS SET AT TI HE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS TI Its SITE. HE ANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TOBE PROVH)ED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTTON, AS IT IS ILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE. C ONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTH.FTIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH I OTHER UTILITIES, STORM SEWERS OR STREETS, CONFLICTS AFTER C ONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY C ONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGIIJEERING 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/N. 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. FLOOD STATEMENT THIS SITE DOES LIE WITHIN A FLOODWAY OR FLOOD PLAIN PER FIRM 18057CO205F DATED FEB. 19, 2003 VEGETATIVE COVER EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS WITH WOODS ON THE SITE. ADJACENT PROPERTIES NORTH: AGRICULTURE EAST: AGRICULTURE SOUTH: RESIDENTIAL WEST: AGRICULTURE _ PROTECTIVE SIGNAGE , _XXX.X MINIMUM FLOOD PROTECTION GRADE SEE DETAIL ON SHT. C30T Ex MFPG- EXISTING GRADE T.O.B. 1 T.O.B. .a .4 MLAG=XXX.X MINIMUM LOWEST ADJACENT GRADE ELEV.=916.50 _ \ _ ELEV.=916.50 _- 4 9.2' POND PERIMETER 1 i U U VEGETATION STRIP f- 9.2' POND PERIMETER 4° $$D TO LOT (MESIC PRAIRIE IRIE MIX) N.P. - 910.53 VEGETATION STRIP L RISER TC 908.53 (MESIC PRAIRIE MIX) 4' POND PERIMETER 6 6 4 POND PERIMETER DUAL WALL, HANVEGETAnoN ,1 1 VEGETATION STRIP CO STRIP (SEDGE 0' 10 (SEDGE MEADOW) I e a x x X ' °% !' '`_ 9- 'P 1 A x r HI-Q TYPE 4 SSD MEADOW) I rvo F, o x 6 1 X X &I x Ie 1 6° (SIZE NOTED ON PLANS) cY2° o o�� a X °_ ae9 ern\ ya oP /x /� X XX 1y ° 9y- a2 Ah- h / a "T g � a \X \, \ \. � 1 e ( \ OVER EXCAVATE BOTTOM = 90253 a e \ e } \ x \ ry \ x 9 k 9° \ I h \ :uO g`>\ ,, � nA° ` 9°9 ._, ye X 91 aY, X X 9h x X a \. CONSTRUCTION LIMITS Los' OSEDIMENT CROSS SECTION AKE#2 X O 9 9 9 9 C S L h° °A \ x / n"6 g. 9 x �X n"°a^° �5 X �`� NOT -TO -SCALE av5 9 X v'°°\ AO° ° X \vP° °,t, �i k rvh x nn °° X X vf' x °","° x �'h' °v" X ° e \ X11.n a 6" ^ a 9rv. x o^ X 9' EARTHWORK: \ X 9 b- 3� V �P try. ^VX X At a`G \ y. X � S` +ten^ 6' , h h 0° X l 995Is °°a- °h° x e� �., v�g/ /o- \ x �x x x° A. . 6 4" °e \X9 1. EXCAVATION �j .4 806E _ Xa� ° \ a0 44'ero5 P ^Y a A°v n� exx It o"' X°h a`,a X ah TB=917.0 TB=917.0 2 x X °?\ h% 6. ^' y+ 00 h 06' X X e° A. N° A yv \ 9 d` a` x "Ix ,' 0,V h. A. Excavated material that is suitable maybe used for fills. All unsuitable X 0. a°2 \ x \ .✓�k�\ ° X \ X \ x x 9 e ry h`-'' 6I, 9h6" °e " - material and all surplus excavated material not required shall be removed from the q j1 ep 6 e °' a \e 7 a�� A a' Xr 916.6 N' 'I ', °'e0> S9 \ �' A \ c, 9 Q b \ ° N ��. X at, X 9h X 0h site > 01 g0 X X �� 0 9 ".2h ry 9. a 6 x, �o� x \ � �h. \ ";a' x X � °ee � �a` � x x e°ry B. Provide and place any additional fill material from offsne as may be e7 x A, / f, P x X X a a ° ° r° a n \ ° e� X a. hA y Ah X necessary to produce the grades required on plans Fill obtained from offsrte shall X Z ° sea' 9 /� ry9, \ °h ah X A A h A SPILLWAY LAKE#2 BENCHMARK INFO �„ X\ x\ 9c \ \ p \ s ,�° a a x 6. v x x be of quality as specified for fills herein and the source approved by the Developer. j a°a / V x \ x 9J' 9 ° a x X °' o >\a x A x x ha It will be the responsibility of the Contractor for any costs for fill needed. NOT -TO -SCALE oR" " O a., x' �a m v .. /�'y° / n x x V va �9 X� a�" dt °n hg° °a X� BMDNR m a° a° G g°\ N rv? y h" 1 9 A, 9 h 9 1 2. REMOVAL OF TREES v 2 - x X °` a`°' a, X °s"' gAq ,aa xaa x\ �X x o X / yh� DNR HAM 40 1989 NAVD 88 f titi° N / X rv: x\ \ X I A. All trees and stumps shall be removed from areas to be occupied by a road ad'- \ a° o ,� \ h°° a° x� X °^" °ry ova aati a^6 W X surface or structure area. Trees and stumps shall not be buried on site. x"' roy �-e`/ T°' x x x x ey ELEV=906.076 3a. .y2r' i ."_ - o`�� _. xn Xa xa 9y_X v0 X 'e h Ah ��j7 °'° 3. PROTECTION OF TREES °� ` RV A �P' v\ X �°' hh aa2 e' a`a ..v1 X TBM#3 EXISTING RDE. N STR. No 2014015099 \ x a v 9° x X a x x V v\i A. The Contractor shall, at the direction of the Developer, endeavor to save and e I e eo \ \ \ EXISTING R a E. 4 °yh P° 40' F x °' protect trees of value and worth which do not impair construction of improvements R.R. SPIKE SET PUP ON THE NORTH SIDE OF POWER POLE Pa 5�'j2\1 °e \ L \ INSTR. No. 2014015099 ,-. ° .p'0- -9 as designed. y� x - - � B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer INTER. SAID POLE IS THE 4TH POLE EAST OF THE F "° /a°o'a ��� 1 D1 shall be consulted with respect to protective measure to be taken, if an ,top INTERSECTION OF 146TH & SHELBORNE ON THE SOUTHSIDE 3a1 Lv le'RCP ®°1s.- P P Y M- x c>9°' 9m a �."� _,...�„ -_ 9 �*- _ OF 146TH STREET. 1ST POLE WEST OF BUCKEYE GAS /X x % " .5 om -�'� �- '-- -�� , `T'^� �A preserve such trees. F5`� ` .t 0 'I, \�E ��, hY �,�"WYY; �,y-y-yy;,I, CROSSING. . -. �- _: �- ,-. ->�T --- 4. REMOVAL OF TOPSOIL a PIP wE u�. �� a� .. .�.�. _ ELEV =914.51 MARKER�TYP.) v X S°= ah e°'' rv9' ro° a`" \ P i- 6. SITE GRADING �, e \90 qa_ a� \ �� R \ x a` X "' I X c"y A. All topsoil shall be removed from all areas beneath future pavements or �\ x C, x \ \ U building. Topsoil removal shall be to a minimum depth of 6 inches or to the depth / X �x A. Do all cutting, filling, compacting of fills and rough grading required to x \ 1 \ indicated in the should a star report provided by the Developer to fe excavated or y filled. Topsoil should be stored at a location where it will not interfere with bring entire project area to subgrade as shown on the drawing. AA / ...9`T�'/ construction operations. The topsoil shall be free of debris and stones. B. The tolerance for paved mesa shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established U 5. UTILITIES grade. Provide roundiess at top and bottom of banks Bud other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the A. Rules and regulation governing the respective utility shall be observed in tolerance as stated above, so that field measurements and spot elevations can be executing all work under this section. verified by the Engineer, The Contractor shall not remove his equipment from the B. It shall be the responsibility of the Contractor to determine the location of site until the Engineer has verified that the job meets the above tolerance. 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. o Know what's below. Call before you dig. ,rQ�,;SiEgFo9 No. 19358 S i q STATE OF 1 i q / 42S`S/ONAL EN�ip°� m ¢ H q/nrpmTgP O� OF�z z O owaF� wi Q o w } U zUWO W � O 0 mica, W a zz Q Cs tt \ Q � N m Q z N \ U0D Q W zw0 mo 0 �(w/IQOILL I- L� 0 w Z w No: - 0i aIXmd ?n n11rc U ri Z it Ld LL � tl 0 Z IJ.A N L.1_ 0- C /^ 7 LLI LEI _J In J N V) DRAWN BY CHECKED BY. KRG BKR SHEET NO. C201 LI-i.I } m Z O to Y K Q a / o e cat QSTOEPp �1 R �C95 �e No. 19358 ` -o \ STATE OF ? $ mH tAUU.... Pd O� OF�z z � p w Q F w� Q p W U z UwO W Q > J -woo r�Or a w Q Q p N Q z \ 71 p z Q O zwe mm 0 �uwiao,= pwZWW o:->o Na�md m IKO=K U i A� I..L W O C m W - ^^ a 1..� W O .� V • ♦" G Z O O U W UJ Q Z Q U) � Z p ~' J U J I-- ~ O O = f- z N ® } i$-.. • p DRAWN BY CHECKED Br. KRG BKR SHEET No_ ` Know what's below. C 2 0 2 1UPPS mg1safely. Call before you dig. Indiana Underground Plant Protection Service S & A JOB NO. 87302LOM-S1 STRUCTURE TABLE STR./ TYPE T.C. CASTING TYPE DIAMETER IN DIRECTION IN INV.JN. DIAMETER OUT DIRECTION OUT INV_OUT SLOPE 100 END SECTION 18 E 907.81 101 MANHOLE 916.66. R-7772 18 E 908-42 18 W 908.42 0.78% 102 MANHOLE 916.64 R-7772 18 E 909.14 18 W 909.14 0.18% 103 MANHOLE 918.49. R-7772 18 E 909.86 18 W 909.86 0.78% 104 MANHOLE 918.19 R-7772 18 E 910.19 18 W 910.19 0.18% 105 MANHOLE 918.17 R-7772 18 E 970.21 18 W 910.21 0.78% 106 MANHOLE 917.12 R-7772 18 NE 910.33 18 W 970.33 0.18% 107 OUTLET CONTROL 914.30 SPECIAL 18 SW 910.53 0.78% 110 END SECTION 18 NE 91053 111 CURB INLET 919.14 R-3501-12 15 NE 911.18 18 SW 911.08 0.30% 112 CURB INLET 919.14 R-3501-12 12 NE 911.52 15 SW 911.42 0.30% 113 YARD INLET 915.86. R-4342 12 N 911.76 12 SW 917.66 0.30% 114 YARD INLET 915.96 R-4342 12 5 912.26 0.30% 115 END SECTION 27 W 970.53 116 MANHOLE 916.80 R-1772 2$ N 9110.68 21 E 910.58 0.78% 117 MANHOLE 917.27 R-1772 18 N 911.10 21 E 911.00 0.22% 118 DOUBLE CURB INLET 916.67 R-3501-TR-TL 15 W 911.42 18 S 911.38 0.50% 119 DOUBLE CURB INLET 916.67 R-3501-TR-TL 15 W 911.76 15 E 91 L66 0.87% 120 YARD INLET 915.70 R-4342 12 7J 912.13 15 E 912.03 0.22% 121 YARD INLET 916.60 R-4342 12 N 912.95 12 S 912.85 0.30% 122 YARD INLET 917.40 R-4342 12 S 913.67 0.30% 123 YARD INLET 916.73 R-4342 18 W 911.21 18 S 911.11 0.18% 124 MANHOLE 916.96 R-1772 18. N 911.35 18 E 911.25 0.787 125 CURB INLET 918.17 R-3501-L2 18 N 911.72 18 S 91L62 0.18% 126 CURB INLET 918.17 R-3507-L2 18 N 911.87 18 S 911.77 0.787 127 MANHOLE 917.16 R-1772 18 NW 91224 18 S 912.14 0.18% 128 YARD INLET 916.34 R-4342 18 1s N sw 91241 912.a1 18 SE 972.31 0.78% 129 YARD INLET 917.50 R-4342 15 NW 912:87 18 S 912.77 0.37% 130 END SECTION 15 BE 913.00 0.23% 131 CURB INLET 916.97 R-3501-L2 12 SW 912.92 15 NE 912.82 0.30% 132 CURB INLET 916.97 R-3501-L2 12 NE 913.01 0.30% 133 END SECTION 18. E 913.00 134 CURB INLET 92218 R-3501-12 15 E 913:64 18 W 913.54 0.30% 135 DOUBLE CURB INLET 92218 R-3501-TR-TL 12 SE 97.3:83 15 W 913.73 0.30% 136 MANHOLE 92262 R-1772 12 E 914.04 12 NW 913.94 0.30% 137 YARD INLET 918.00 R-4342 12 W 914.36 0.30% 138 END SECTION 15 NE 913:00 139 MANHOLE 918.08 R-1772 12 N 913 23 15 SW 913.13 0.30% 139A YARD INLET 917.20 R-4342 12 S 913.51 0.30% 140 CURB INLET 92218 R-3501-L2 15 E 913:80 15 W 913.70 0.30% 141 CURB INLET 92218 R-3501-L2 12 E 913.99 15 W 913.89 0.30% 142 YARD INLET 918.00 R-4342 12 N 914.42 12 W 914.32 0.30% 143 YARD INLET 920.00 R-4342 12 S 916.40 1.99% 144 END SECTION 12 N 913:00 145 YARD INLET 916.50 R-4342 12 S 913.34 0.30% PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL UPSTREAM STR./ DOWNSTREAM STR.�1 113-114 12" 165.74' 0.30% R.C.P. 114 113 112-113 12" 45.5T 0.30% R.C.P. 113 112 111 -112 15" 79.53' 0.30% R.C.P. 112 111 110-111 18" 184.24' 0.30% R.C.P. 1i1 170 121-122 12" 239.26' 0.30% R.C.P. 122 121 120-121 12" 240.00' 0.30% R.C.P. 121 120 119-720 15' 125.00' 0.22% R.C.P. 120 119 1�8-119 15" 30,00' 0.81% R.C.P. 119 118 117-118 18" 56.20' 0.50% R.C.P. 118 117 716-117 21" 130.00' 0.22% R.C.P. 117 116 715-116 21" 28.00' 0.18% R.C.P. 116 715 129-130 15' S5.49' Q23% R.C.P. 130 129 128-129 18" 116:02' 0.31% R.C.P. 129 128 127-128 18" 36.i8' 0.18% R.C.P. 128 127 126-127 18" 150.00' 0.18% R.C.P. 127 126 125-126. 18" 30.01' 0.18% R.C.P. 126 125 124-125 18" 150.00' 0.18% R.C.P. 125 124 723-124 78" 23.12' 0.18% R.D.P. 124 �23 116-123 18" 240.00' 0.18% R.C.P. 123 116 131-132 12" 30.00' 0.30% R.C.P. 132 131 128-131 15" 137.26' 0.30% R.C.P. 131 128 136-137 12" 105.00' 0.30% R.C.P. 137 136 735-136 12" 36.35' 0.30% R.C.P. L36 135 134-135 15" 30.00' 0.30% R.C.P. 135 134 133-134 }8" 181.00' 0.30% R.C.P. 134 133 747-142 12" 111.66' 0.30% R.C.P. T42 147 140-141 15" 30.00' 0.30% R.G.P. 141 140 139-140 15" 155.85' 0.30% R.C.P. 140 139 738-139 15° 44.92' 0.30% R.C.P. 139 138 142-143 12" 94.54' 1.99% R.C.P. 143 142 144-145 12" 114.29' 0.30% R: C.P. 145 144 106-107 18" 110.50' 0.18% R.C.P. 107 106 105-106 18" 66.23' 0.18% R.C.P. 106 105 104-195 18" 1250' 0.18% R.C.P. 105 104 103-104 18" 182.73' 0.18% R.C.P. 104 103 102-103 18" 400.00' 0.18% R.C.P. 103 102 701-102 18" 400.00' 0.18% R.C.P. 102 101 100-101 i8" 341.00' 0.18% R.C.P. 101 100 139-139A 1T 94.06' 0.30% R.C.P. 139A 139 E MATCH LEGEND — — —eta— — — EXISTING CONTOUR — -0— — EXISTING SANITARY SEWER EXISTING STORM SEWER ® PROPOSED GRADE PROPOSED CONTOUR GRAPHIC. SCALE PROPOSED SANITARY SEWER 50 a 25 so PROPOSED STORM SEWER w PROPOSED WATER LINE ( IN FEET ) 1 inch = 50 ft. PROPOSED SWALE PROPOSED T & 8' SIDEWALK (BY HOME BUILDER) MATCH LINE ..A.. to REAR 2 MFPGG=XXX.X M xxx.x MFPG=XXX.X FRONT R/W (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON A REAS) DENOTES REAR PROTECTION GRADES LOT NUMBER PAD ELEVATION DENOTES FRONT PROTECTION GRADES PROPOSED 6" DUAL WALL HANCOR HI-Q TYPE 4 UNDERDRAINS UNDER CURB. MIN. FINISH FLOOR ELEV. IS BASED OFF OF THE BELOW CRITERIA, WHICHEVER IS HIGHER: MFF=XXX.X 1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE WHICH EVER IS LOWEST. 2. 15" 1 ABOVE THE ROAD ELEVATION 3. 6" 1 ABOVE THE M.L.A.G MFPG=XXX.X MINIMUM FLOOD PROTECTION GRADE MLAG=XXX.X MINIMUM LOWEST ADJACENT GRADE 4" SSD TO LOT W@ � , saao tltl 9'19.5 11l Q6 MFF. �F Q6 VR4 E� l Iu Lr 19` AA I 00 II 9'19.2 m tlU' M.F5fi.F. 11 9a9.2 I S 101 I-- '14 pj to '19-9 tltl o F.F. 9' N 19.2 S &�a c.P EX. SANITARY MANHOLE �RI)SER TC DUAL WALL,HANCOR HI-Q TYPE 4 SSD (SIZE NOTED ON PLANS) CONSTRUCTION LIMITS tinigol EMERGENCY FLOOD ROUTING rxi EMERGENCY OVERFLOW PONDING (FOR 100 YEAR STORM ASSUMING ALL INLETS ARE COMPLETELY CLOGGED.) "] �'.. D. E. BL g m 0 x as r ja - 7 2 .J 9'19-2 1� - Qu FF � 917.7 j 9� X 15 .1 J P D. RC. ® tI6 m 11 tl '13 P6 Iln �' m 6 9'19-5 tltl x LL �I 10, I y - ak 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 feel 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 goods 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, parches, 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. D. For areas outside a Special Flood Hazards Area (SFHA) or FEMA or IDNR designated floodplaln I. The Lowest Adjacent Grade for all residential, commercial, or industrial buildings adjacent to ponds sholl be set a minimum of 2 feet above the 100—year pond elevation or 2 feel above the emergency overflow weir elevation, whichever Is higher. li. 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. 3. Design Notes: 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. 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 buildings lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. CONTACT: CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATES FOR SANITARY SEWER LOCATES CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT (317) 844-9200 STORM SEWER FOR THIS PROJECT WILL BE PUBLIC. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALE BE RCP CLASS III. NOTE: FOR STORM AND PIPE CHARTS SEE SHEET C202 DRAINAGE SUMMARY REFERENCE SHEET C200-C201 FOR DRAINAGE SUMMARY INFORMATION. =9M.F.F. —2a8 \ 20' D.E k B. M.P.E. `7, is IUPPS �lg;Safely. Indiana Underground Plant Protection Service MA H LINE "A" g CT/,z, ISTEgFO,�F,9% No. eD \ STATE OF ? z m as'rlremm�naa.. O� OF�z Z O Ld w Q F w da Q Oda � U ZUWO W Q > J Z�K(r -woo H r a w oQCo, Q z N11 007t< OD zwo omm� u all, Ld oWzwM �—I ma,d>O , ?nn�rc xU ill I )il 3 ii z U Ldgill 7 0 w w O moo/ LI_ O LL / z J L d 0 _1 Q Of L.L. W o Know what's below. Call before you dig. DRAWN BY CHECKED Br. KRG BKR SHEET NO. C203 5&A JOB NO, 67302LOM-Si Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. THIS SHEET TO BE USED FOR EROSION CONTROL ONLY, PLANTING SCHEDULE FOR LAKE PERIMETER SEDGE MEADOW SEED MIX 1. Installation shall be performed In mid to late spring, specifically between April 1st and duly lat. 2. Hydrology shall be established prior to installation. Detention pond must have an established pool level to utilize Gs a reference for planting. 3. Surrounding uplands shop be stabilized with the specified grass seed mix. No pre -emergent herbicides shall be applied to surrounding turf during the six months prior to installation and for of least 1 year following installation. 4. Two weeks (14 days) prior to seeding, apply a glyphosate herbicide approved for use around water (Rodeo) to the area to kill any existing town grasses and other vegetation that may be present- s. Following a complete kill of existing vegetation, begin installation by tilling area to be seeded to a depth of 3.0 inches. Till as close to the shoreline as soil moisture Conditions permit. 6. Begin spreading seed with a hand held or mechanical broadcast spreader. 7. Lightly firm seedbed with a roller where soil moisture permits. Do not rail areas where soil is most enough to stick to the roller. 8. Apply 1 width of erosion control blanket (North American Green SC-150 or equivalent) starting just above the normal waterline. Secure with 2 staples per square yard. 9. Mesic Praire Mix to be placed adjacent to the sedge meadow mix around the entire perimeter of the ponds. For seed mix area dimensions see sheet C200 SE C201 of the construction plans. Consult Spence Restoration Nursery for installation questions Or concerns (765) 286-7154 Mesic Prairie Mix Grasses oz/acre 16 Andropogon gerardii(Big Bluestein) 32 Elymus canadensis (Canada Wild Rye) 12 Elymus virginicus (Virginia Wild Rye) 4 Panicum virgatum (Switchgrass) 32 Schaachyrium scoparium (Little Bluestein) 16 Sorghastrum nutans (Indian Grass) 112 Forts 1 Aster III (Smooth Aster) 1 Aster novae-angliae (New England Aster) 2 Baptisia leucantha (White False Indigo) 2 Cassia hebecarpa (Wild Senna) 2 Corecpsis tripteris (Tall Coreopsis) 4 Echinacea purpurea (Purple Coneflowen 3 Eryngium yuccifolium (Rattlesnake Master) 1 Helianthus grosseserratus (Sawtooth Sunflower) 1 Helianthus ocoiderltalis (Western Sunflower) 1 Helianthus rigidus (Showy Sunflower) 3 Heliopsis helianthoides (False Sunflower) 1 Liatris cnostac a Pmine Blazing Star PY by ( 9 ) 0.5 MOnarda fstulosa (Bergamot) 0.5 Penstemon digitalis (Foxglove Beardtongue) 1 Petalcstemuin purpureuin (Purple Praise Clover) 1 Patentilla argufe (Praine Cinquefoil) 0.5 Ple narlthemum virginianum (Mountain Mint) 4 Rai pinnate (Yellow Coneflower) 4 Ruddeckia Fine (Black -Eyed Susan) 3 Rudbeckia subtomentosa (Sweet Black -Eyed Susan) 2 Silphium integrifolium (Rosinweed) 2 Silphium lacintatum (Compass Plant) 2 Silphiumterebinthinaceum (Prairie Dock) 2 Solidago rigida (Stiff Goldenrod) 1 Solidago nddellii(Riddell's Goldenrod) 2 Vernonia altissima (Tall Ironweed) 0,5 Veronicastrum virgintcum (CUlvers Root) 48 SPENCE SEDGE MEADOW SEED MIX Pe L M tr' Greases and Sml es rmaow a sx 6peeles lxrin Name Amannf Per 1000 %4 tr. Cremed sedge Camx crisrerella .zi oz Frenk's Sedge Corex fienkii .25 oz Meadow Sedge Corex grenularu .lOce Boalebmsh Sedge Cerex lurida .10 oz Tussock Stage Carcx slliW .OS oz Foz Sedgn Cerex velpinoidw .50 oz Virginia Wild RYc Elymus virginim Fowl Manila Gress Glycerin strure 30 oz Swudl13mss Panicum virgaam .OS nz Dark Green Buirnsb ScirpMs6wvirens .2S oz SHORELINE INSTALLATION 1. FOR EASIER INSTALLATION. LOWER WATER FROM LEVEL A i0 LEVEL B BEFORE INSTALLATION. 2. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOR: WHEN USING CELL -O-SEED, DO NOT SEED PREPARED AREA. CELL -O-SEED MUST BE INSTALLED WITH PAPERSIOE DOWN. 3, BEGIN AT THE TOP OF THE SHORELINE BY ANCHORING LATE BLANKET IN q 6" (15 CM DEEP % 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF EMENDED BEYOND THE UP -SLOPE PORTION F THE TRENCH. ANCHOR THE BLANKET WEN A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CAN APART IN ONE BOTTOM OF THE FRENCH. BACKFILL AND COMPACT THE TRENCH PETER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BACK OVER SEED AND COMPACTED SOIL SECURE OVER COMPACTED SOIL WITH A FORT OF STAPLES/SLAKES SPACED APPROXIMATELY 12" (30 CUP APART ACROSS THE WIDTH OF THE BLANKET. 4. ROLL RECP's EITHER (A) DOWN THE SHORELINE FOR LONG BANKS, (TOP TO BOTTOM) OR (B) HORIZONTALLY ACROSS THE SHORELINE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'z MUST BE SECURELY FAStENEO i0 SOIL SURFACE BY PLACING STPPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM", STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED WLS CDR RESPONDING i0 TXE APPROPRIATE STAPLE PATTERN. 5, THE EDGES OF ALL HORIZONTAL AND VERTICAL SE4M5. MUST BE STAPLED WITH APPROXIMATELY 2` - 5" (5 CM - 125 CM) DvwLAP. NOTE: SEERLPP SHOULD BE SHINGLED ACCORDING TO PREDOMINANTSECEDE ACT 6. THAM OVERLAPSHOULD EDGE OF THE BLANKET AT OR BELOW NORMAL WATER LEVEL MUST BE ANCHORED BY PACING ONE STAPLES/STAKES IN A 12" (30 CM) DEEP % 8" (15 CM) WIDE ANCHOR TRENCH. PNCHOR THE BLANKET WITH A ROW OF 4APLE5/siN(ES SPACED APPROXIMATELY 12" 30 CM) TRBACKED_APART IN THE TRENCH. DACNFlAND COMPACT THE TRENCH AFTER STAPLING ( STONE OR SOIL Mar BE use0 AS BACK(ILL) NOW: IN LOOSE sob corvpmorvs, THE USE of STAPLE OR srPxE LwcTHs GREATER THAN 6' (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. 1, PREPARE SOIL BEFORE INSTPLUNC ROLLED EROSION CONTROL PRODUCTS (RECPSN. INCLUDING ANT NECESSARY APPLICATION OF LIME. FERTILIZER, AND SEED. NOR: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA, CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6` (15 CM) DEEP % 6 (15 CM) WIDE TRENCH WITH APPROXIMATELY lY (30 CM) RECPs RACK OVER SEED AND COMPACTED SOIL SECURE KEEP'a OVER COMPACTED SOIL WITH A ROW OF STAP1£5/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE REEFS. 3, ROLL CENTER RECP's IN DIRECTED OF WATER PLOW IN B070M OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'", STAPLES/Sr EAS SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN, 6. PLACE CONSECUTNE RECP's END OVER END (SHINGLE STYLE) WITH A A` - 6` 010 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED A" (10 CM) APART AND A- (10 CM) ON CENTER TO SECURE FEARS 5. FULL LENGTH EDGE OF RECP s AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (I5 CMJ DEEP % 6" 15 CM WIDE TRENCH. SACKETT AND COMPACT THE TRENCH AFTER STAPLING. 8. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2' - 5' IS CM -125 CM) (DEPENDING ON RECP's TYPE AND STAPLED. ]. ST HIGH FLOW CHANNEL CM) APART AND 4. A STAPLE CHECK SLOT IS E RECOMMENDED AT 30 TO HA NEL (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 6" f0 CM APART AND <" 10 CM ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL B. THE TERMINAL END OF THE EDGE R ACT BE ANCHORED ER A LRawING OF STAPLES STAKES APPROXIMATELY 1Y 30 CM APART IN A 6` 15 CM DEEP % 6" 15 CM WIDE TRENCH. B4CKFlLL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: N LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTH$ GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. NOR: A] CRITICAL POINTS " HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE �B A OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE O. PROJECTED WATERERLINE C. CHANNEL BOTTOM/SIDE sW IN LOOSE SOIL CONDITIONS. THE USE OF STAPLE SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP'z, NG TION LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE O o0 6" MIN, 3: 1 FUELING & VEHICLE MAINTENANCE AREA SECTION "Z"-"Z" NOT -TO -SCALE SLOPE INSTALLATION 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME FERTILIZER AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" 15 CM DEEP X 6" 15 CM WIDE TRENCH WITH APPROXIMATELY 12" 30Cm OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF HE TRENCH. ANCHOR THE RECP's KFI WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (SE D T APART IN THE BOTTOMOFTHE TRENCH. PORTION AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED E COMPACTED SOIL AND FOLD REMAINING 12'OW (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE HE WI OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP'S (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12,5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE EDGE'S WIDTH. NOTE: AN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP'O t✓Ate �'� ia�)�����_. aH tee. .•"_a �►. 10'-0" ROCK HORSE SHOE DAM DETAIL NOT -To -SCALE �lfQ O2 tOQ O 6'-8' RI -RAP HANDL D 4 GEOTEXTI FABRII O7 O 0/ 5 -0„ D �dD 3'-0" RF-RAP DUALI STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS WILL VARY DEPENDING UPON SLOPE LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE ANNUAL RAINFALL. B C C C C D B A A B 9 9.1 31 2a i.t LOw MFD/HICX GI/JIxEL CNANHFI Ax0 SLOPE GRADIENT oFREAME vpQY1"'` STD11, ..... c •tee• c . PEc� RFo .., 9�L . No. is 19358 q � STATE OF i V Ir IN p `SST/ONAL EN�.kk`* Of oM an W RRe ? J z O W - 3 RP < ¢ - GIB o W 3' 2 2 6' 6' 4' 4' J Q Oui A 8 1C W cD: J Z JQ I STAPLE 1-1/2 STAPLES 2 STAPLES 3 5 STAPLES PER SO. YD. PER SO. HE, PER SO. UP, PER SO. YD. O J O_ EROSION CONTROL BLANKET ry STAPLE PATTERN GUIDE Z Q QC V) 3Z Z O J O Z J H N Q G 0_ 0_ DRAWN aY: CHECKED BY. KRG BKR SHEET NO. C305 5JL A JOB NO, 67302LOM-Si STA. m m 1, 20' D.&U.E. 11' OF TAN GENC - - +09.23 CUR D A A=1.6395 CURVATURE R=2000.00' I.86 L=57.23' T=28.62' oAo Im ml D.& & 5' E. 2B.L. B.M� 4 - --t _ 20' D.&U.E. 20' D.&U.E. 30' B.L. 30 B.L. 0 0 0 c - 15' R.D.E. 21 - '15` R.D.E. - - 123 - - - F 15' R.D.E. No 15R.D.E. p t0 25 CO m POINT OF CURVATURE- a4J \7s STA. 7+89.M 0" ` \oF CURVE DATA A=4fi.9589 / \ 3=100.00' o g+00 -1.13% 7+50 / T=43.44' GOA 920.45-921.02 NN 99 i p (� N N RADIUS POINT STA. 9+31.37 940 930 920 910 50' ud \ o IL) �I D a N m w \a1 15' R.D.E. 0 a Uj 128 w � - � -15' R.D.E_ m 15' R.D.E. 1 N 15' R.D.E. 1 0 U7 m� R1 O to m t I 803 r + 30' B.L. - 20' D.&U.,E. - 30' B.L. POINT OF TANGENCY A STA. 8+71.68 A >o m� 30' R.D.E. 15' BUFFER EASEMENT HP 6+50 6+0 5+85.17 922.82 923.64 923.69 N AI0 I U I 30' B.L. .0 5+l00 0.70% 4+I50 4+I o 92515 922.80 922.45 30' B.L. Ir 15' BUFFER EASEMENT SCALE: 1"=50' Hat. 1"=5' VERT. u 30' B.L. 15' D.E. & 30' B.L. A m _ 30' B.L. Qu D.U.&S.S.E 10 3+ 0 -0.70% - 2+4Y.7,S 0 0,70% I� 922.Q 92i2J9 I 20' D.&U.E. u � 30' B.L. to p� m m 137 - 20' D.E. - -o:70x o+s0 922:)1 I I� Im 1� LOW PT. STA: 1+36.30 LOW PT ELEV: 922.18 HIGH PT. STA: 2+43.70 PVI STA 1+36,30 HIGH PT ELEV: 922.79 PVI ELEV: 922.11 LOW PT. STA: 3+51.10 PVI STA: 2+43.70 A.D. = 1,40% HIGH PT, STA: 5+85.17 LOW PT ELEV: 922.18 PVI ELEV: 922.86 K = 28,57 HIGH PT ELEV: 923.69 PVI STA: 3+51.1U q.D. _ -1.40% 4000' V r PVI STA: 6+00.06 PVI ELEV: 922.11 K = 28,57 vWi PVI ELEV: 923.85 A.D. = 1.40% 0.00' V ry N A.D. = -2.77% K = 28.57 + m K = 21.68 40.00' V o. 60.00' VC II II M M O r N O N r N N O O M O p N O V1 w ry r N N N VI W N o OM r N N N N + m ± m _ M N + r N M N rn N rn W > + N T m N + N + N rn rn W W N M W U M M W U U In V V U U1 W VI > W > m W w m m U> >> U j U> W m W w m m W m W m PROPOSED GRADE 0.707 J 2 0 ° _z.o7n -0.70% 0.707 -0.707 i EXISTING GRADE j 13% -0.60% - 8" WA R MA1111 15" R.C.P. 15" R.C.P. INV.=913.69 INV.=913.84 rn N W + M r + W r n y N + + w z o m } F 4 Q H N > N y z z < o c w z z z 0 a 40 Q 40 x cxi o U �m a a.� DN ttN �rn am corn W O M 0, W o) 01 r W M r N W O] M (O N r N DJ M DJ M N r W W M m Ih rn r rn h m r O Ih p r o h h h Ih (V Ih N h 17 Ih M r 17 h 17 h r7 h ,rj Ih (V h N h N OJ N DJ N dJ' [J 00 N OJ N OJ (V OJ (V of N OJ N' OJ (V Oi [V o N ry (V ry fV r7 N r7 rn m m m m m m m m rn m m m m m m m rn rn m rn m m m m rn m rn rn m rn w m rn rn rn O1 m m m m m m rn rn rn m rn rn rn rn m m rn rn rn rn m m m rn m rn rn m m rn m m 5 s N m ra ILL=L 930 GRAPHIC SCALE 50 0 25 50 ( IN FEET ) I inch = 50 ft. NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY 920 SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. 910 THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DATUM ELEV 90000 aaaaaaaa� CONSTRUCTION LIMITS 9+25 9+00 8+75 8+50 8+25 8+00 7+75 7+50 7+25 7+00 6+75 6+50 6+25 6+00 5+75 5+50 5+25 5+00 4+75 4+50 4+25 4+00 3+75 3+50 3+25 3+00 2+75 2+50 2+25 2+00 1+75 1+50 1+25 1+00 0+75 0+50 0+25 0+00 TALLYN WAY IUPP5 Dig s.Bafely. Indiana Yndor9round Plant Prato tion •arvdea gCTIQ NTEgFO,�F,9 % No. \, 1 19358 1 _ -o \ STATE OF SfONAL O � OF�z z owar w� Q z�Wo W Q > J z��r< woo 0<�> a Q z OD11 zOUQ ;iEWm� 0 <uwiao wwzww snn�rc U J LL W C 0_ a_ Od Z '0:f^ v / (L � J J w a ct J� DRAWN BY CHECKED Br. KRG BKR SHEETNO Know what's below. /I O O Callbefore you dig. `� 5&A JOB NO. 57302LOM-SI ml O3 - 10' BUFFER EASEMENT 10' BUFFER ASEMENT - 10' BUFFER EASEMENT V 20' D.E. --� A 20 30' R.D.E.- 121 4(] P t, E. OI wI Im 0_I POINT OF CURVATURE /so I A A STA. 6+48.49 POINT OF CURVATURE CURVE DATA CL INTERSECTION R=15000' 30' B.L. STA. 0+82.82 30' B.L. 800 STA. 5+96.27-\e.l.- sot L=43r- POINT OF TANGENCY. + - - - - - - - - STA. 2+82.83 b END CONSTRUCTION STA. 8+99.11 POINT OF TANGENCY STA. 8+84.11' m �r 00 DATA p 0000 20' D.U.&S,S. 20' D.U.&S:S.E. 20' D.U.&4.. "� BEGIN CONSTR TION STA. 1+40.05 1 / ^xo ti� R-zso:so' TRAHAN DRIVE TRA N DRIVE D> g, 9' o T=150.00' / STA 0+00. - --------- -- --- 91]]9 0-�O% 917A9 o a 91 ].19 -O.60R 916.89 91 6] o_ 0 91]25 918.4i 2.349 919.56 920.75 9Z1.24 0_ �o", 9Z0.53 2.6]R ].� _1 �7g � O Off/ / ` 1S 1+50 02+ 0 3 0+ 0 34150 4+50 HD h. 5+50 5+9 27 m1 6+50 20' D.&U.E. 11' )5 POINT OF TA NC A - STA. 0+09.23 Cu R D 395 POINT OF CURVATURE R=z00o.00' STA. 0+04.86 L=5T23' T=28.62' m K U N A A 0 0 106 D.E.& B.M�P.E 25' B.L. - &� �> \; 940 930 920 910 rzre��ixe.�n 900.00 h m 20' D_&U.E_ 30' B.L. N 15' R.D.E. 12 20' D.&U.E. 30' B.L. Q N O c - 15' R.D.E. 1m 9 5' R.D.E. oY n 2 15' R.D.E. - 12 -15' R.D.E. 15' R.D.E. o 15 R.D.E. 1 SCALE: 1"=50' HOR. 1"-5' VERT. N A � rn lin T.O.B. HIGH PT. STA: 4+95.47 HIGH PT ELEV: 921.24 PVI STA: 4+98.91 HIGH PT. STA: 8+25.47 PVI ELEV: 921.90 LOW PT. STA: 7+20.09 HIGH PT ELEV: 917.51 A.I) _ -5.02% LOW PT ELEV: 916.97 PVI STA: 8+55.00 K = 20.93 105.00VC PM STA: 6+91.59 PVA ELEV: 5 PVI ELEV: 917.73 A.D.- -3A3% 391 E7 21.61 K = 27.50 65.00' VC LOW PT. STA: 2+43.93 90.00, VC LOW PT ELEV: 916.67 PVI STA 2+6T62 PVI ELEV: 916.48 y h a h A.D. = 2.94% 16 m K=27.18 N ry 80.00 VC a m N m 6i u,w N N U m j U U w a + h O h + h m m w O rn + m m N rn W p h U> Oi O U> YI °i m m m m N m EXISTING RADE w W w N w PRO I OSED GRADE W > m W m _ 0.60% $, 12" R.C.P. INV.- 912.96 w 415" R.C.P. a, m n INV.=911.54 'D ' 8" S.D.R. 35 P. V.0 + m 0 18" R.C.P. °� o INV.=909.48 + INV.=910.14 0 + m m+ + Fm d m d F N H m N FQ- N m w O w Z D } U F K W } U W Q w Q W U > U > U a K Z Z Q F r U Z U p O O 0 O O Urn z z N FM z rn z Z O a Z m a rn �rn a t0h m I�u7 a m rn �M a �� m NO a h rn rnh a Ot0 m Nm v1 M N uJ N t0� hO a m h h rnh M M� a N y NO a �N ro Om h m O NN M m mM a t9 � hO� h iH� o t0N �n M O W N MM m W in p pH N W O2 O. OI 0 O O O N O O O O p, 01 N T �m m rn h m h m O m up m h W h m^ y h h h h N T �p mm mm mm rn mm mm mo, rn rno, rnp, rnm w rnm rnw mm a' Oj 6 mm mpN, rn F mm wm mm rn � mm �'m mm m h mm rnm rnm rn rnm mm �m m m m m rn pNim rn �, m 0+.00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+.00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+.00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+.00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+.00 8+25 8+50 8+75 TRAHAN DRIVE 5' D.E. & 30' B.L. 940 930 920 ;3q, ZI m r< A D' o 9L D GRAPHIC SCALE SD ( IN FEET ) I inch = 50 ft. NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NINE CONSTRUCTION LIMITS IUPPS DigSafely. Indiana Underground. Plant Protection Service g/Q NO. O VO- No. 19358 ' M \ STATE OF SfONAI m 'roonnnnua•• O� OF�z Z O oWQ� w� Q ZUWO W Q > J woo H W W a oQ�� � Q Z N \ omm� <uwiao �_ W W Z w W snn�rc U LI-I J W'^ V 0 Z U) a � J J w a N DRAWN BY CHECKED Br. KRG BKR SHEET NO_ Know what's below. /1 O Call before you dig. C `� S & A JOB NO 67302LOM-1- m 30' B.L. U.&S.SE. STA 779 918.41 2.34% 919.58 92iJ5 3+00 3+50 4+00 4+50 D.E. 12 F- 15R.D.E. POINT OF S, STA. 7+8 \aF CA--URVEBDATA R=100, 00' L=.81.96I T-43'44'� 0 0 0 A OF CURVATURE 6+48.49 20' D.&UZ 30' B.L. 0 c 15' R, O.E. m m m � 3 A- VE ATA o150 000 R 9A. o L=235.62' N DRIVE _ 1 9' oti� T=150.00'it / _ D4 9� Y Vgn1 � p4 u 01 la NN _ o m so' e/w Z \ 15' R.D.E. / 30' -B J 128 � — —,5' RDE I�_ � — 15' R.D.E. _ 1 cn No r 15 R.D.E. of -+ Cc ml I- ti N m� rn o �Q W 8 3 r 30' B.L. 30' B.L. 20' D.u.&S.S. E. 0 8+N -ti3z DR He 7+50 F 7+ ]+00 _ _ _ _ _ _ _ -2.W% 6+50 _ HP 6+ 5+ 5.17 w N o Q 5+50 5+00 0.707 4+50 4+00 3+ 4 920.45 921.02 921.34 921J8 92282 923.64 923.69 m £ 923.50 923.15 922.80 92245 C p — — — TALLYN WAY m— —m — — — — — — — 20' D.&U.E. 20' D:&U.E. 36 _ 940 930 920 910 SCALE: 1"-50' HOR. 1"-5' VERT. BEGIN CONSTRUCTION STA. 4+6111 8.71 11 4095 LOW PT. STA: 1918.17 LOW PT ELEV: 918.17 PVI STA: 0+96.98 PVI ELEV. 917.30 A.D. = 4.65% K = 26.89 125.00' VC a h 1v � M 6 M CO ? N + m m W Uj m � W W EXISTING GRADE PROPOSED GRADE 9a g6 >> — ,3 08 , 0.699 E B" WATR MAN 18" R.C.P. 4 IN V.= 911.75 8" S.D.R. 35 P.V.0 I INV.= 911.50 0 N O + + N Or m o a m n d 0 z z o F d o tt W U W V tt h Z Z r z Q a O U U U U O zn W pm W po zn CS of a ro mm c�Dm �m mrn mp mm roe n on �+°j +' o 06m n6 m in Oi O) Oi W Oi o] Oi pj Oi N Oi W Oi m Ot W OW W W Qt h O h m m m m m m m m m m m m rn m m m m m m m m 940 930 920 m N m 2+75 2+50 2+25 2+00 1+75 1+50 1+25 1+00 0+75 0+50 0+25 0+00 DATUM ELEV 900.00 TAMERLANE PACE ..II GRAPHIC GRAPHIC SCALE 0 0 25 50 ( IN FEET ) 1 inch = 50 ft. NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. g8IQ 1STEgFO V0. No. 19358 ` -o \ STATE OF S�ONAI NO r eminlaPO O:D oF�z z o oWa< w� a ZUWO W a > J Woo H W a oQ�� � a Z N11 zooa OD <z,O W W Z W W snn�rc U W zl J w'^ ~ 0r V 0/'t/ 1y Z v / � J J w a N J U, DRAWN BY CHECKED By KRG BKR SHEET NO. Know what's below. C 4 0 2 Call before you dig. I I A JOB NO, 67 Z:]l_OM-S1 ��- IUPPS DIS;Safely. Indiana Underground Plant Protection Service STREET 14 1 E� F 1¢ I STOP 5' N.A.E. '" 5' A.F. 5' N.A.E. I I � sF" sy 5G VAR. D.(}.S"E-l' G. I rs VAR. R.D.E.& 139— — — — — — — ¢ ¢1 — — L.M.A-E. L.M. A.E. T.O.B. 1 ¢ I I 1 Im m l a R/w O _B z M CE Uj 0 27 w to a w m " SZ 3 DO HD 11WI1 > o m l 0 U33dS a iv o M. F 26 2 Ic f15' R.D.E. I------r I II 15 D.E. & 30 B-L� TOe 15' R.D.E. \ w 136 15R.D.E_ 25 IN Iw 12 20 15' D E & 30' m 806 3 o D IN I` 24 wl m 21 28 o LD 12 4 w < p W iso' WI 0,_B " m I \80 I I I 1 V / m SPEED ,1 1 o C, w � w Y1 N LIMIT to 23 25 F� \ �I Im < I I m� 22 m i 9 -LL — L_ M B.L. la 5 801 1„ 20' D.U.&S.S"E. o I (Z OF-- TAMERLANE PLACE III =I I 13 J IN 2 W w GO m IM I w III wI 8 M ( 20' D.&U.E.I — of 6 In 30' B.L. 04 "I awj_ s0' /w I m 30' -B v`i OI m OI O wl M m Q W 10 9.. 11WI1 �J, VAR. R.P.E.& 113 U33dS \ L M A.E. MATCH LINE I � MATCH LINE 7 24 12 3 so. � 1 < „— w 20' D.U.&S. cl o I w / 36 B.L. I / 7 GRAPHIC SCALE 0 25 50 ( IN FEET ) I inch - 50 It, NOTE: ALL TRAFFIC CONTROL AND ADVISORY SIGNS MUST CONFORM TO ALL MUTCD STANDARDS INCLUDING BUT NOT LIMITED TO DIMENSIONS OF SIGN, GRADE, PAINT COLOR, REFLECTIVITY, HEIGHT, DISTANCE BETWEEN SIGN AND OBSTACLE (I.E. CROSSWALK, INTERSECTION, ETC.) AND SEPARATION BETWEEN SIGN AND TRAVELED ROADWAY NOTE: ALL SIGNS ARE INSTALLED BY THE DEVELOPER AND REQUIRE AN ORDINANCE CONSTRUCTION LIMITS LEGEND STANDARD STREET SIGN STOP STOP SIGN (RI-1)SPEED SPEED LIMIT 25 SPEED LIMIT SIGN (R2-1) STREET LIGHT BARRICADE TYPE III BARRICADE VARIABLE 28'-0- TO 36"-0" FROM CURB TO CURB 2'-0` 10' MIN. 2' O" IN, 2"x8" WOOD RAILS s, E• LS.H.O SIGN XR " s. D WHITE • CLOSED POST REFLEC➢VS SHEETING 4"x4" WOOD - ORANGE ' REFLEC➢YE SHEETNG — GRADE LEVEL 2%4" WOOD BRACES (2 PER POST) (MIN. 2 BAGS. PER POST) I I —I I I —I I I-1 I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —III' 1/4` O THRU BOLTS 8" LARGE WITH WASHERS 2'x8" WOOD RAILS STEEL PLATES "4"0" WOOD POST 4"x4" WOW POST —'II ILII GENERAL NOTES (D ALL WOOD POST AND SUPPORT MEMBERS © REFER TO SECTION 800 OF THE INDIANA SHALL BE PAINTED WITH TWO (2) COATS STATE HIGHWAY COMMISSIONS STANDARD OF WHITE PAINT. SPECIFICATIONS AND LATEST ADDITION OF LOCATION OF BARRICADE AS PER PLANS INDIANA MANUAL OF UNIFORM TRAFFIC Q " REFLECTIVE SHEETING TO IN ACCORDANCE CONTROL DEVICES. WITH LS H.C. STANDARD CI ION © WHEN THE PROPOSED EXTENSION THE ® D DETOUR *" SEE LS.H.C. STANDARD DETOUR SIGNS SUIT. 3, S SUIT. W STREET IS TO BE a) LESS THAN TWO (2) YEARS USE THED GS ON POSTS GREATER THANN TWOTWO (T) YEARS USE THE GROUND POSTS. STANDARD BARRICADE DETAIL I TYPICAL TRAFFIC AND STREET SIGN TYPICAL SPEED LIMIT SIGN Le TYPICAL STOP SIGN TYPICAL POST TOP ACORN LIGHT FIXTURE gM/Q NO.'O V0. No. 19358 ' -o \ STATE OF 7 $ I,"2 S/01yA1. ' mF IIII41111n ..... O� oFoz Z � p w Q F w� Q ZUWO W Q > J z�so' Woo H W a oLP Q�� � Q p N Q zOD N \ zOOQ opLLJm<G W z w O EZ 2L—>O Na1md snn�rc U Z f00 W Q- -f Q J D:f �O 4L Z C Z U J Q Q DRAWN BP CHECKED By KRG BKR SHEET NO. IUPPS Dig;Safely. Indiana Underground Plant Protection Service Know what's below. C 4 0 3 Call before you dig. I I A JOB N0, 67 12!_0M-Si Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. SANITARY SEWERS SHALL BE BA WITH NO. 8 LIMESTONE ONLY Al I FOOT LAYERS AND MECHANICALLYLY TAMPED. MPP ED. REMAINDER OF TRENCH SHALL BE FILLED IN 6" LAYERS AND SOLIDLY TAMPED TO SUBGRADE OF BASE OF PAVEMENT. EX. SANITAR: NAhHU: L k T.C.=918.4E INV.=906.19 S i MANHOLE #EX Y 0 JI11. UtUV 2) SCALE: 1"=50' HOR. 1"=5' VERT. Know what's below. Call before you dig. GRAPHIC SCALE 50 0 25 50 ( IN FEET ) I inch = 50 ft. CONSTRUCTION LIMITS NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE CONNECTIONS. THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. NOTE: ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS ONE FENTH (O. P) OF A FOOT OF DESIGN GRADE, AND ARE TO BE ESTABLISHEL UTILIZING 14" RISER RING, NO MORE NO LESS, ON EACH STRUCTURE. NOTE: REFERENCE CITY OF CARMEL STANDARD DETAIL 10-29 ON SHEET C800 FOR TRENCHING SPECS AND DETAILS INSIDE THE RIGHT OF WAY.. O O O O moo ��o 'P�o moo J + O O + O N N +o O M + 01 SCALE 1'=50' HOR. m z¢ II z d n z¢ u a n 910 900 PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE 8' WATER 91 .9 8 WATER MAIN 18" R.C.P. INV.= 911.91 1 .L 194 L.F. 0.42% S" S.D.R. 35 P.V.0 CONIC. R_ 35 CRADLE 5D GOING 18"R9pP.06 910,103 LF 2zpVC CRADLE 9 9. 283. L.F. 0.42% 8" S..D.R. 35 P.V.G 8" S.D.R. 35 P.V.0 S 8" S.D.R. 35 P.V.0 N INV.=910.72 INV.=909.23 8" S.D.R. 35 P.V.0 W 8" S.D.R. 35 P.V.0 S INV.=910.52 INV.=909.13 8" S.D.R. 35 P.V.0 N 8" S.D.R. 35 P.V.0 E INV.=910.72 INV.=909.33 N O O O O X O n O+,6 O n m O a�6 m m m x rn z I Q 6 Q z Q z a F U a4 0 g I Q1STEgFO,�F,9% No. ` I9358 -o \ STATE OF ? $ DI m ¢ r p••.nmmwoo• o� oFoz z 1 oWar w� a z�wo W _ O a Z N \ OO D a O ZWO o�m<� ,uwiaol= LL WZLJ CC->U I Na�o:d I snn�rc U i 920 ^/ LLU O C m ^W - 910 ^^ a W O V • 900 PROPOSED GRADE EXISTING GRADE ]IF 15" R.C.P. INV.- 911.80 18" R.C.P. 120 L.F. 0.42% 8" S:D.R. 35 P.V.0 INV.=910.08 O gP. V.0 9 91 g 8 0 0 385 L.F. 0.42% 8" S.D.R. 35 P.V.0 8" S.D.R. 35 P.V.0 N INV.=909.23 0 9 8" S.D.R. 35 P.V.0 S INV.=909.13 8" S.D.R. 35 P.V.0 E 8" S.D.R. 35 N INV.=909.33 906. INV.=908.29 8" S.D.R. 35 P.V.0 S INV.=906.19 Z 0 U W N W 920 LL O W ]Z "C1 Z 910 (L Z Q V) 900 DRAWN DY CHECKED Dr. KRG BKR SHEET NO. C500 146th STREET ncr SANITARY SEWERS SHALL BE BA LY TAMPED. WITH NO. 8 LIMESTONE CHONLY IN SHALL 1 FOOT LAYERS AND MECHANICALLY TAMPED. REMAINDER OF TRENCH SHALL BE FILLED IN 6" LAYERS AND SOLIDLY TAMPED TO SUBGRADE OF BASE OF PAVEMENT. NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED PER CLAY TOWNSHIP GRAPHIC SCALE REGIONAL WASTE STANDARDS. 50 0 25 0 THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ( IN FEET I inch - 50 ft. INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE CONNECTIONS. SCALE: 1"=50' HOR. 1"=5' VERT. 930 920 910 905 THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. NOTE: ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS ONE TENTH (0.1') OF A FOOT OF DESIGN GRADE, AND ARE TO BE ESTABLISHEI UTILIZING 1-4" RISER RING, NO MORE NO LESS, ON EACH STRUCTURE. NOTE: REFERENCE CITY OF CARMEL STANDARD DETAIL 10-29 ON SHEET C800 FOR TRENCHING SPECS AND DETAILS INSIDE THE RIGHT OF WAY.. CONSTRUCTION LIMITS 0 0 0 moo 'k v�o moo r J ON J MM of J O O N O N N 01, o x c x o z < 4 II Z S II Z R II Mil me), Mil PROPOSED. GRADE _ rEXISTING GRADE CONQ— — CRADLE 96. 0 64 9 5. 4 OS L.F. 0.4 %E:' S R. 35 P.V.0 t 35 P G D 235 l.F. 2.09% S" S.R. 18 IN V.=913.48 R.C.P. 8" S.D.R. 35 P.V.0 S INV.-910.72 8" S.D.R. 35 P.VA W INV.=910.52 8" S.D.R. 35 P.V.0 N INV.=910.72 fely. lndfam Yndargruand Plana rroeecuan service 930 920 910 905 Know what's below. Call before you dig. "Ti/ Q NO."'"z 1STEgFO, '" , 19358 ' -o \ STATE OF SfONAI m r 'rnannnTgPO o� oFoz z � oWar w� a ZUWO W a > J -woo 0o wr a w oQ�� � a Z N \ c�o�a m zwo o�m<� o �I <z,O Wzwo snn�rc U z O U Ld In Ld J Lf_ O W a- z Q J a- Q H Ld ry U) z J J Q DRAWN BP CHECKED 5r KRG BKR SHEET NO. C501 67 'Cl- .i :�. a,.E I — — — VAR. R.D.E.& L.M.A.E. LAKE #1 N.P.- 913.00 2 YEAR ELEV.=913.51 10 YEAR ELEV.=913.71 100 YEAR ELEV.=914.86 BOTTOM ELEV.=905.00 146th STREET 5' N.A.E. \ O \s� r m x b O 27 Xi o 0 81 m I 0 H C6 Ic Iw 26 W '15' R.D.E. To 15' R.D.E. I15' D.E. & 30�� 6 25 I I Iw _— L = ,2 I� In in 15' D.E. & 30' B.L. M: 20 O 0 06 I� W K \ MI N \ 24 21 z\ 28 LJ O 30 2 \ W w I o 10 I 22 23 N a M a w a Om� =m+N[91 O OM 1 0M O K X a N F UMV1F Utt I N N M I e S I m W a W Z K M O O ED w E r N H w X N o a o �i a w aio Joao N8, �NNZ ZmMmZ SCALE: 1"=50' HOR. o< ��NNz z, 'mr oN F 1"=5'VERL au� ¢xaum w, m� m1= am�Ua a��c�a O NrUa �aNl-U rNNrU i oalm�o PROPOSED GRADE 920 CONC.- CRADLE 8" S.D.R. 35 R' INV.=916.16 3.00- — 181 L.F. 0.30% IS" R.C.P. CLASS III 910 905 WATER MAIN IT GRADE LINE _C137� lioliq ?7TT17.8 14.04- - 14. 30 L.F. 36 L.F. 105 LF. CLASS 1112 R.C.P. 0.30% 0.30% 12" 15" R.C.P. R.C.P. CLASS III / 5G If� � /6 VAR. D.U.S.E.& R.D.E.& IfLM.A.E. ---- 14 � I 1 - w d ED O 920 FiL9 905 _J15' R.D.E. 1 ^4w N W e W y SCALE: 1"=50' HOR. 1"=5' VERT. 920 mug 905 GRAPHIC SCALE IN FEET ) 1 inch = 50 ft. SCALE: 1"-50' HOR. 1"=5' VERT. 920 910 905 r W 1 M_ � r> 0o aM-ml 0o oM'o,z s a d m. Q: d II m EONHU STORM SEWER NOTE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. N a M I y O W U b N H O zm+tp0 LUj + 0 UNfOH K X a 11 N D a a«Ua z rNNF U W N GRADE IS — /-913.001 L.F. 0.30% 12" R.C.P. CLASS III CONSTRUCTION LIMITS 920 LINE 910 905 N 0 O � � a � X r room'- zm+�.jU N N M 0]NNmF < 0 xQ II W X i J N U NUIHU M J � a ��o _ x Z + �Mmz _o,%��'r zmN�,o o`^ mF 6lN ONiH aWFU¢ xxaum Damao¢ "� " PROPOSED GRADE `EXISTING GRADE HYDRAULIC GRADE LINE .23 —91 13.8 13.99- 3.00 30 L.F. 112 L.F. 0.309 12" R.C.P. 45 L.F. 0.30" 156 L.F. 0.30% 15" R.C.P. CLASS III 0.307 111 15" R.C.P. 15 CLASS III INV.=913.23 R.C.P. 15" R.C.P. SW CLASS III INV.=913.13 12" R.C.P. N INV.=913.23 SCALE: 1"=50' HOR. 1"=5' VERT. 100 L'F' C.LAS 111 M a a CL � a W " 0 ~ z m+do y1N1 <xarn< a11oa rNvl,-o NOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE -DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE SHT. C203. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS IH. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEETS No. C802 ON THE TRENCH DETAIL. DENOTES GRANULAR BA DEPTH GRANULAR BACKFH.L 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. N M a f a O K M K y W M W JXaolr- O+ Zm+Nr U' W . CD, U' �o-z CIO_z x oN rnF ¢xQ l mF Z. a� F U < a " a N < a }NUIHU EdU 920 Z j:F EXISTINGGRADE A6RADE 920 LINE 94 L.F. 0.307 12" R.C.P. U\15" R.C.P. E CLASS III INV.=91323 15" R.C.P. SW 910 INV.=913.13 910 12" R.C.P. N INV.=913.23 905 920 FI1l] 905 905 Know what's below. Call before you dig. aul,KS n.ig Safely. Indiana Underground Plant Protaotlon Sarvfoe gCTIQ ISTEgFO,�F,9 % No. \, 19358' -o \ STATE OF m � � gamammo• O� OF�z z owar w� a ZUWO W a > J woo 0 W W a oa�� � N a � N a z N z�0a <zao o �ww �wzw �->0 LIE CL snn�rc U 1W �I.. LL 5 'W' v d NN Lf� Q N ' ) Z Q Z J m J gg a 0 vI DRAWN BY CHECKED Dr. KRG BKR SHEET NO. C600 SCALE: 1"=50' HOR. 1"=5' VERT. 920 0 um 905 x w F X } JnrF Omm m N^mF LY X ¢ I ✓� U NL,fn10 Uy N v 920 18' R.C.P, N NV.=912. 41 18" R.C.P. SE 910 NV.=912.31 15" R.C.P. SW NV.=912.41 305 SCALE: 1"=50' HOR. 1"=5' VERT. 920 •rr ORIFICE PLATE TO BE INSTALLED BETWEEN PIPE & CONCRETE END SECTION, S1DE VIEW 15' R.OP, NOTES: 1. PLATE IS HCT-ROLLED STEEL 2 PLATE 15 FINISHED WTH 2 COATS OFa ORIFICE ALUMINUM PAINT. TOP VIEW ORIFICE PLATE DETAIL STR. #130 NOT -TO -SCALE GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STORM SEWER NOTE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. SCALE: 1"=50' HOR. 1"=5' VERT. 920 OLD 905 N N N M M a fa M J m a W � W N Z W 2 d S d 2 d N W ^ O H W W I~ N b U S ♦ ZO} U' �n^_z ZO} U' H-w`Oz J'0} V' NOm OH-�o�z 10 rn H � rn rn F = V S F Off¢ tta <io am�0< a'mrclia 1cia w3v� 1u 10 >-av��0 PROPOSED HYDRAULIC GRADE LINE 913.00 912.87 912.77 91Z41 55 7 7L.F. 0.23% 16 L.F. 0.31% 18" R.C.P. CLASS SS 15" R.C.P. CLASS / 36 L.F. III l 0.1% 18" 8 I8" R.C.P, N NV.=912.41 R.C.P. 18" R.C.P. SE CLASS III INV,=912.31 15` R.C.P. SW NV.=912.41 O z 0 0 F o + CONSTRUCTION LIMITS rPROPOSED GRADE j CONIC - CRADLE 8" S.D.R. 35 P. INV.- 913,85 53- NOTES ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE -DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE SHT. C203. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEETS No. C802 ON THE TRENCH DETAIL. DENOTES GRANULAR B L DEPTH GRANULAR BACKFILL 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. I I N 0 o a N I(l M M M < m s w a w a w a a a Fx w aa� Fx w <vr r J mior z00+60 zm+6; z0+�o OffF rnF m o;x¢ n� mN o;xa n� ONMm(- amd u� Know whars below. Call before you dig. Indiana Underground Plan! Protection Service EXISTING GRADE - - PROPOSED GRADE V . 2 11.76 T 0.30% 15" 46. LF. 166 L.F. 0.30% 12" R.C.P. CLASS III -�� 0.307= 12" R.C.P. CLASS II EXISTING 920 910 905 N r I O W ti X -rnQll0 mn U¢ U1tiU m a_ Z 01 1, w N O 0 d z Wm UI 920 g I Q1STEgFO,�F,9% No. q \ STATE OF m ¢r 'Alan nn 010 o� o Foz z o ow¢r w� a ZUWO W ¢ > J FO ) a w ozaCfc N ¢ Z N a z N zooa ro omm,, o �2 DO Ld DO o wzw �- w a1>UtYd � znn�rc U LIJ UJ LL O Q IL C / Z Q Z J J a o U CRADLE I III III I HYDRAULIC GRADE LINE 972.14 11.87 - 911. 72 911.fi2 911.35 911.11 910.58 = 150 L.F. 0.18% 18" R.C.P, CLAS III. 1 910.68 910.53 LL 30 L.F. 150 L.F. 0.18% 18" R.C.P. CLASS III N.P.=910.53 Z, 0.18% 23 240 L.F. 0.18% 18" R.C.P. CLASS I910 SI, 8" S.D.R. 35 P.V.0 18" L.F. R.C.P. W 28 L.F. rr INV.= 910.07 R.C.P. a" WATER MAIN 0.18% INV. 10.71 0.18% I CLASS III 18 21"R+ R.C.P. E R.C.P. INV +C R.C.P. <. CLASS III 18" R-910 .58 18" R.C.P. N CLASS III �I INV.=910.68 IV 900 DRAWN BP KRG CHECKED By BKR SHEET NO_ C601 0 -8 80 / CO MM 2 \ \ \ \ WI IW 23 to v o \ 22 n N o > �1 19 LL L 30�B:L i� 5 801 -4- ~ ell > \ TAMERLANE PLACE ;III Z -- - -- a 25 W L AD 18 wl o �1 2D' ,&U.E.i �--I I I oNfI 6 04 0I w a30' Dof o a o Li o N N Of �N�' sD B ,o �I I � 9 I t'N VAR. R.D.E 17 1 24 12. \ Ill 8o I I I li I \ \ q�R I- IUPPS PIg;Balety. Indiana Underground Piartt Protection Service UJ T \\ s /`D.U.&S.SE I I �j n X/ RJ'N wl C6 D.E.& B. M.P. E. \ /O. -B a o & 25' B.L.- h INl N 2 20' D.E & B.M.P.E. 1 H �, &25'BL. I -15' R.D.E. 116 �' � ... - - 15' R.D.E. LAKE #2 (BMP) Mi a N.P.= 910.53 /W Di zs' 13 wm 2 YEAR ELEV.=911.62 10 YEAR ELEV.=912.60 -B 6U, 100 YEAR ELEV.=914.34 �.8 BOTTOM ELEV.=902.53 11 T/BANK ELEV. = 916.50 I` l o l GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. STORM SEWER NOTE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFH,LING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. N r r � w a +� o W �OMOJZ x mF U 'exarna amatia H �m+a Eavl l-o T` UO��Z K F Q O a U a V d W +�V o, - 01. U a J CONSTRUCTION LIMITS NOTES ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.001 TO -0.201 OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE -DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE SHT. C203. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEETS No. C802 ON THE TRENCH DETAIL. N n �LA r o r yG GALMENIZED OR CAST IRON p MASH GUARD w rr � ONE �MON u za43 aIF rnW a �aVa JFVd E UINHU O VIHN DENOTESDEPTH GRANULAR BACKFILL 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. NOTE'. CONTRACTOR SHALL VERIFY PROPER `LA1�E / ME MOD OF ATTACHING TO OUTLET STRUCTURE 920 PRIOR TO FABRICA70N & INSTALLA70N PROPOSED GRADE Ai. NTs PRovosEo GRADE GALVANIZED OR CAST IRAN _ WASH GUARD EXISTING GRADE ELEV-914.3 HYDRAULIC GRADE LINE INV.-912 910.19 910.21 ORT 910.19 910.21 9I0.33 11 910.33 910.53 IN -SCE Nv a91Gs3 909.86 909.86 MV.v 910.59 8 18" R.C.P. CLASS III mi 66 L.F. 0.18% 18" 110 L.F. 0.18% 18" R.C.P. CLASS 910 NORMAL POOL=910.53 = - = G, _ 183 LF. 0.18% R.C.P. CLASS III III _ 8' WATER MAIN 13 uLE 8" S.D.R. 35 P.V.0 L.F. INV.= 906.44 018 % OUTLET CONTROL STRUCTURE #107 DETAIL LT TO 905 III i ~ T� B. M. P.E. I 20' B.M,P.E. J � - 106 VAR. R.D.E. & 10rJ LM.AE. ANw I M U010�~ h M M ' N Q D)pNO, I - SEE SHEET C803 FOR w a w a w o e a 0 a I r w BMP STRUCTRUE DETAILS -W TO J o ZSO+rU Zm+�U Zm+Uj 0JcS SCALE: 1"=501 HOR. yNO z o N F v'T' z o N .11 aM�z W N DIP o o�� F 1"=51 VERT. o:xd um aa�c)a. o:x¢u� acrUa u:xd um ae�oa w '0 z_ 4n1n <.,Oca.I }NUIHV }NNFU }NNf-U z W } o s�Drr U .m,6 W Q U + t-�LOZ m rnF EXISTING GRADE O W ti U a 920 PROPOSED GRADE _ Know what's below. Call before you dig. nut 900 O 1O w 0 W 0 0 o Oz .,,co< aa+Ua EMNrU GRADE PROPOSED GRADE 3.67 IllHYDRAULIC GRADE LINE 912.9 12.85 91 .13 12.03 6. 911.76 911.42 911.38 971.10 239 L.F. 0.30% 12" R.C, P. CLASS III 240 L.F. 0.30% 12" R.C.P. CLASS III 125 L.F. 0.22% 15" R.C.P. CLASS III 30 LF z 911.00 91 0.87% _ s F. 0.22% 21" R.C.P. CLASS 75" 8" WATER MAIN R.C.P. 8" S.D.R. 35 P.V.C' CLASS III 56 L.F. 0,507 INV.= 907.40 18" R.C.P. CLASS III 920 910 21" R.C.P. W INV.-910. 71 21" R.C.P. E INV.=910.58 Q, V R.C.P. N IN_I INV.=910.68 U DRAWN BY CHECKED Br. KRG BKR SHEET NO. 900 C602 .<- n JOB NO. l_(DM-S1 zT I No. Q�,1STEg0 ,�(�q % \, 1 19358 1 -o \ STATE OF m¢ F AAAunnnnuoA o� oFoz z o o w a a w� ZUWO W Q > J woo �w a LT < a W N Q z N11 z0oa GO 0Wm 0 W z W W K->O Na�md m IK Ot=iIK U r- W Z ^W o r a - O r V • 1W V -, �O I� Q N L.1� V) Z Q Z J m J Ir a o V NOTES: e� SCALE: 1"=50' HOR. 1"=5' VERT. GRAPHIC SCALE IN FEET ) 1 inch = 50 ft. STORM SEWER NOTE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. CONSTRUCTION LIMITS E 905 of I s, le l EXISTING �R D_sTR. No zol4oTaoss \ \ \ _ \ EXISTING R.D.E. INSTR,'I�o. 201401.5043 Lt 970 Y IINt 1ER (TYF_) \ \ ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE -DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE SHT. C203. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS IH. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEETS No. C802 ON THE TRENCH DETAIL. —�—tea-- n 0 F 1 O O W'o < DENOTES GRANULAR B L DEPTH GRANULAR BACKFH.L 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. 15R.D.E..t- e 15 4 EXISTING R506 INSTR, No, 20140 V EFa 4- -aiiiia- 1_/ 'a' a5� EX. SANITARY MAN-G_.. INV.=906.19 a U n o- o w a Xpeo�1 J m z a U O,lo _z ?X¢IIn Know what's below. Call before you dig. Indiana Underground Plant Protection Service g I Q ISTEgFO,�F,9 S -o \ STATE OF ? $ m r p••.nmmwoo• o� oFoz z � oWa< w� a z�wo W _ 0, N a Z N a z N \ zooa m m< 1z �W=WP7 o:->o znn�rc U W J LL. (^r LL Z Q J m Ir 0 0 0 C) I..I_ Y) z J J a ORAWNDRAWN BYE CHECKED Bn KRG BKR SHEET NO. C603 .I n JOB NO, MATCH LIVE Toth STREET W LF. S" 145 132SSD' LF. 8" SSD 82' LF. r SSD - - -1 LF. r !W — - - IOill� LC.-t1�TA� o a o � TAyRd swxs N.A.E. 5' N AE — — — — — — — I — . \ S VAR. R.D.E.& 139 cti s i L.M. A.E. T.O.B. — Cd 6 ell l� b Il l� 18 III �I LAKE #1 N.P.= 91100 2 YEAR ELEV.=913.51 10 YEAR ELEV.=913.71 100 YEAR ELEV.=914.86 BOTTOM ELEV.=905.00 W N I n Ib Iw i1R 16 M w N o 27 N 30 w to o w M 26 Ili o I 15' R.D.E. \ I 15R.D.E. 25 N IN 12 m to M I b. 21 24 �128 12 m J 1 \ D 22 I -L \20' D.N.k$. S.F � BB Li. B'SSD 15' D.E & 30' B.L. 50 1 96' LF. 6" SSD / G - / Z "O VAR_ D.U_5F-& F.D. E.9: ' L, M. A.E. DO �m w ;I � � n 0 of m ISR N O If.NILt I I � W e "N 2 0^ �J I11 H15 R.D.E. —Jell 136 15' R.D,E_ 13 — LCaMu l\II r$ 5 6 VAR. R.D.E.& L.M. A.E. 7- 30' B.L. 7 12 0 MATCH LIN 0 GRAPHIC SCALE IN FEET ) I inch = 50 ft. CONSTRUCTION LIMITS E Ili .........__. LM.AE. \ �-18 17 24 12 Qip 1'IT \ pp w I 8 D �el II 11 d o g v; \^ 80 all I I I �'I I� / /20'D5 + I m �I 0 BL. INS6 KJ w a R_B l m2s 20' D.E.& B.M.P.E. ?' o B L. 30 __ pp 15 R.G.E. 11 1 12 2&0'25.EB& B. M. P. E. w �I _ 11 1s' R.D.E. 116 ... ... \ \ ,I 5 ;N K — _,s R.D.E_ < f \ LAKE #2 (BMP) 6 d N.P.=91 0.53 X 2 YEAR ELEV.=911.62 � b 13 m 10 YEAR ELEV.=91 2.60 0 J wm d;n 100 YEAR ELEV.-914.34 30' -B &I BOTTOM ELEV.=902.53 e m in I I I n' \BANK ELEV. = 916.50 o Lj n � o a i 14 O I I B.M.P.E. 30' R.D.E. I I IVA / 20 B.M.P.E. 10 5 TGAITJ OFFER YARD_ 4. 10 VAR. R.D.E. & L. M. A. E. _ IUPPS CIS=Safely. Indiana Undergmand Plant Protection Service gCTIQ�,1STEgFO,�(tq % No. 19358 ' •o \ STATE OF ? $ m � � �q�annnmaaa o� oF�z z o oWar w� a zowo Woo H W a oQ�� � a z N OOD< D OWZ � 0 wo CC—>o Na�o:d � znn�rc U MATCH LINE, �� moo LU Z z � W o r^ a - LU O I /� • 0 pmt N Z Lq ZJ i C) CL Of 0LLI (n P- (..) Z � Z J (A W N a UI DRAWN BY CHECKED Br. KRG BKR SHEET NO_ Know what's below. O Call before you dig. 67.30zG ..(AM-i TREED � 146th S A � / T / T V/ 5' N.A T f i / —T — \ N.A.E. LA.S.E. D.E.& \ 1I \ \` /V9R-D. LM AErR.D.E.& T.�B. % HYDRANT x� W/VALVE + .0 50 R/W F- / N Z M 3/4" COPPER t/ 3O B.. * w \ m ` SERVICE LIN w " LAKE #1 LJ 0 27 3/al' COPPER — AC ERVICE LINE 1 ' N.P.=913.00 I 1 l 2 YEAR ELEV.=913.51 IIn 10 YEAR ELEV.=913.71 " 3 o iO ✓', 100 YEAR ELEV.=914.86 m i h BOTTOM ELEV.=905.00 y IQ I J I Q M \ \ / A 3/4" COPPER I F x�-SER —VICE LINE-x / 26 ( �� / I 3`4" COPPER I� SE�R`VICE UNE 2 I� _ 15' R.D.E. / \ —x t?N \ 75 PG 30 B-L� 0,6� —7 % 15%ft.D.E. yy 17. VALVE 15 R.D. V/ / + \ / \ J 3/4"COPPER E. SERVICE— T w I 25 o In o �g 3/4" COPPER N Z �, 15' D.E. & 30' B.L. o I113VI\LNE Z SG' ~ _ I ILJ HYDRA T uv/VALVE 22.5*r � 7n ¢ 3/4" COPPER BEND Sn 24 SERVICE NE v T } 21 I QI m S o � T2 .5•.o V� of Q BEND.� Ooe �� / N3/4.. COPPER SIRVICE LINE 4 Ld 9 5G' /W N w I 22. ' EHED FND m \ N 7n Toee�N GGPP�E LI 9" I� 3)AN,4E TN Y 23 BEN 1\ SER 22 N N 3/4" COPPER o SERVICE LINE N 3 II S/RVICOPPER NE 5. mr L 30' B.L. __1 F 20' D.U.I.S.E. � o TAMERLANE PLACE HT I �I �2. a ^ax8 r— — TEE ! VALVE- N �a3 L1F. 8' C-y00 WATER MAIN 18 oM /' HYDRANT —L VALVE20 D.&U.E.I 3/4" COPPER wi W/VALVE SERVICE LINE y 30' B.L. N sD' /w IL y ro d I o o SERVICE COPPER / "D VICE LINE o � SERI i o. 9/A coPPNE \� + SERVICE T I 3/4" COPPER 17 SERVICE LIFE I RANT ALVE �'" VALVE 8X8 J s TEE Li Hn xn / z\ VALV o � I of 3/4" COPPER 6 w N 5 RVICE LINE w 2z5• I �I m B ND N ,e I I x 22. VAR. R.D.E.& BEND 22.5' X3 VV. vBEND EDICCER_ SG— f w 1I i 5ER I E 3/4" COPPER ���/ w 8 \� FFW oi, S RVICE LINE o A\ / 0• D �.U.&S. Ir / _ Y HYDRA NT � � m � 30' B.L. 3/4" COPPER W/VALVE / ./ / SERVICE LINE 6 7 o o /20' D.& B.M.P.E. / MATCH LINE "A„ E.�. \✓ I oL N 15' R.D.E. _� I J 1 111111,a \ 20' D.E.& B.MII z � /a F o 1 NOTES: NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A4" PVC PIPE WITH A PAINTED BLUE TOP. POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE GRAPHIC SCALE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE w a 25 SO REFLECTOR TAPE MUST BE INSTALLED 12" TO 1811 ABOVE ALL WATERMAINS LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF ( IN FEET) CARMEL SPECIFICATIONS i inch = 50 It, FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. FIRE HYDRANTS MAY BE EITHER MUELLER OR AMERICAN. INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 1.9" ABOVE ALL WATERMAINS LAID, CONTRACTOR SHALL VERIFY THE ELEVATIONS OF EXISTING UTILITIES. EXISTING INFRASTRUCTURE SHALL NOT BE MOVED TO ACCOMMODATE NEW DEVELOPMENT. POSI-CAPS OR THE EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATION. CONTRACTOR TO CALL FOR AN ONSITE MEET WITH THE INSPECTOR PRIOR TO WATER MAIN INSTALLATION. UTILITY INSPECTORS HAVE THE AUTHORITY TO MAKE CHANGES IN THE FIELD IF CONDITIONS ARE WARRENTED. / rMATCH LIINE "A" Q II Y I PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IRE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE DEGREE OF 6" B" 10" 12" 14" 16" 18" 20" 24" 30" BEND 90', TEES 27• 35' 42' 50' 58' 65' 73' 80' 95' 115' & PLUGS 45' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2' 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11-1/4' 2' 2' 3' O' 4' 4' 4' 5' 6' 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD ]FOR GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. O.D. + 1' TANGLE VALVE PROTECTED o WITH PLASTIC III= WRAP z I 1" CORP. _ s COCK IIII 1 1" COPPER SERVICE PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION w (NO SCALE) z 1'-0"(MIN.) NH (CONFORM TO LOCAL REQUIREMENTS) a o N TIICs 0'-6" 2'-0" DIA.X2'-O"DEEP B N ANDI COVERED WITH • CONCRET FIELD LOCK GASKETS CONCRETE THRUST CONCRETE INTO BELL JOINTS BEARING PAD THRUST BLOCK BEFORE HYDRANT OR ANCHOR CAST -IN -PLACE AGAINST BLOCKING IF UNDISTURBED GROUND REQUIRED FIRE HYDRANT DETAIL (NO SCALE) O o r I L __1 1 0 0 Mve 1 nrx zLa"4 He xxx, srvaw o.cAmw.11 m� o PAaMNNM.x�wwWax mn a M. x� M �M. O. rm xav xan-vre wn alas nrmort RULLWxm axaA vrx owsrrolxol.wr ars�a O. �xlEasnm AwuTon v.AsaoM xaA WAaxlu M,en l>oaTmlrawnuosoxx CITY OF CARMEL STANDARDS BORAWNG FIRE HYDRANT MARKER PLACEMENT 10-39B i NO. y ` 19358 LEGEND _ STATOF�?;= ;qt DIANE pA S/ONA; w nW" n PROPOSED HYDRANT o W/6" VALVE o z z � r o�aQ • VALVE o Q W o ■ BLOW OFF ASSEMBLY a REDUCER a z m OOD< OD O EX. WATER METER RE,m o 0 <arl- ^^ VV EX. WATER VALVE Lw-L aID I C,0x U yl� EX. FIRE HYDRANT CONSTRUCTION LIMITS RH STANDARD AACVVING l� OF NARD WRISOOTOR OVER INSTAL -MN. WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS WTHIN CITY R/W MOTES: NO SCALE 1. FINAL BACNFRL FOR IMATY NSTAlATGNS WHERE V IS B OR LESS SHALL BE B-BORROW FOR STRUCTURE BAONDLL MEETING THE MATERIAL REWINELENTS OF ME INDOT AND NAL RE COMPACTED IN V MMMUM LIFTS TO NOT LESS MAN 95N STAND" PROCTOR DENSITY FOR ME ONIRE DEPTH OF ME MATERIAL PLACED. ME BACKNLL FOR ME TOP 6* OF THE E%(AVARIN BELOW THE OMIT OF SUBGRADE SHALL BE IM STONE MEETING THE MATERIAL REQUIREMENTS OF THE MOT AND SHALL BE COMPACTED TO NOT U55 MAN 95% STANDARD PROCTOR DENSITY FOR THE BROKE DEPTH OF ME MAIRM PLACED, IF ME STANDARD PRACTICE OF ME UTILITY MAT HAS ARISO ON OVER ME INSTALARON HAS A MORE STRINGENT FINAL BACKFILL F4=GUROMENI', ME MORE STRINGENT REQUIREMENT WILL GOVERN. 2 THIS REQUIREMENT SHALL APPLY M ALL UTUIY INSTALATORS INCLUDING BUT NOT UNITED TO WATER MANS WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERWLE LATERALS, GAS PIPMG POKER, TELECMM AND CAN COROUTS OR DUCT BANK) W MIN EXISTING AND PROPOSED Ott OF CARMI R/W UYIM 1 FOR UTILITY NSTALAIMS UNDER CITY STREETS. REGARDLESS OF ME XRMCITM BE ME UTUTY, ME MINIMUM CANER FROM THE TOP OF ME INSTALLED PAVEMENT M ME TOP OF ME INSTALLED ME CONDUIT OR DUCT BANK SHALL BE ME PAVEMENT SECROR THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE ME SUBGRADE) PLS T•-D', BUT UNDER NO CM0UM53AROS SHALL ME GONER ALONG ANY PART O ME PPE COMMIT OR DUCT BANK FROM ME FINAL PAVEMENT ELEVATOR TO ME TOP O THE ARE BE LESS MAN 2.5 FEER. IF ME STANDARD PRACTICE O THE UMn MAT HAS JURISDICTION OVER ME INSTALLATION HAS A MORESMNGENT GONER REQUIREMENT, ME MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. N EASING SUBGRADE HAS BEEN ME STABUZED. BAOmnLL WM B-BORROW TO BOTTOM O EMSMG SUBGRADE AND FILL TO ME LIMIT O TREATED SUBGRADE Win LIME STABAIZED SOIL CITY OF CARMEL STANDARDS STANDARD WATER &_SEWER_MAIN__AND_LATERAL TRENCN_DETAIL DRAWING FOR UTILITY INSTALLATIONS WITHIN CITY R W -To 29 �L I —I it CONCRETE THRUST BLOCKING CONCRETE TO BE POURED BETWEEN PIPE & FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING (NO SCALE) �• yI.A. IUPPS DIa;Salaly. IndlnnW Mind ...roxnd Plant hots tlon S ,k. Jul Know what's below. Call before you dig. 'W V Z 0 a f a J Z Q J Q I— J, V DRAWN BY CHECKED BY. KRG BKR SHEET NO. C700 6/ MATCY j m / w 1 I I a� 3/4" COPPER 1 SERVICE LINE 16 d T 15R.D.E. 15' R.D.E. _ T4 3/4" COPPER 1 SERVICE DINE a L I 0 w y m 'A I I 3/4" COPPER o 0-3 SERVICE LINE o I � O 14 D%� p EX. SANITARY MANHOLE - T.C.=918.48 `n INV.=906.19 S. <I GRAPHIC SCALE 0 25 50 IN FEET ) 1 inch = 50 IF X1 SRACE LINE'' o� J / T ¢ �0' D.U.&S- E N HYDRA T / / / 30' B.L. 2C`P W/VALVE o / BM.P.E. /LO' D.E.& .. so• R/w L 4 m / �MATCH LINE „A" o M N N 20' D.E.& B.M. E. \ 12 > — �_ / 3/4" COPPER & 25' B.L. SERVICE LINE Fj LAKE #2 (BMP) ILL \ N-P.=910.53 x m Rs' J 2 YEAR ELEV.=91 L62 BO/W m3/4" COPPER 13 H _10 YEAR ELEV.=912.60 d SERVICE {,LIME—. .w�* —' 100 YEAR ELEV.=914.34 � d J Ld,� BOTTOM ELEV.=902.53 m T/BANK ELEV. = 916,50 Y IVA B.M.P.E. W E HYDRANT _ — — -919 NOTES: NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A4" PVC PIPE WITH A PAINTED BLUE TOP. POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. FIRE HYDRANTS MAY BE EITHER MUELLER OR AMERICAN. INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 1.9" ABOVE ALL WATERMAINS LAID, CONTRACTOR SHALL VERIFY THE ELEVATIONS OF EXISTING UTILITIES. EXISTING INFRASTRUCTURE SHALL NOT BE MOVED TO ACCOMMODATE NEW DEVELOPMENT. POSI-CAPS OR THE EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATION. CONTRACTOR TO CALL FOR AN ONSITE MEET WITH THE INSPECTOR PRIOR TO WATER MAIN INSTALLATION. UTILITY INSPECTORS HAVE THE AUTHORITY TO MAKE CHANGES IN THE FIELD IF CONDITIONS ARE WARRENTED. PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IRE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE DEGREE OF 6" B" 10" 12" 14" 16" 18" 20" 24" 30" BEND 90', TEES 27• 35' 42' 50' 58' 65' 73' 80' 95' 115' & PLUGS 45' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2' 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11-1/4' 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. O.D. + 1' S.-� ANGLE VALVE PROTECTED 4 WITH PLASTIC = 111= WRAP z IIII- 3 III V) ill 2 M CORP III COCK � / 1 1" COPPER SERVICE PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION z (NO SCALE) O GO r 1 L E 71F OO MVW E wx rx zla"4 H. ww, srxww o.oe we-w.ii ORES p aNxnm w.N vsws ...mm xxux O. rm Nwv xaw<wn alas xrmort ua Wxm amAu vrx owsrro«�.wr p rm xvrs nnuxr xa x: A. nE aoxNo nE wu-ns oeuxnE mi O. mimarnmuwmn v.Asaox wu WaNiu xrsa Mieu omATmmmwruomxx P"a CITY OF CARMEL STANDARDS STANDARD DRAWING FIRE HYDRANT MARKER PLACEMENT 10-39B LEGEND PROPOSED HYDRANT W/6" VALVE • VALVE ■ BLOW OFF ASSEMBLY a REDUCER O EX. WATER METER EX. WATER VALVE Y'A EX. FIRE HYDRANT CONSTRUCTION LIMITS 6- MINIMUM OF TOPSOL GO J53 STONE c L PAVEIIENT SECTION YAWES UMIT O SUNRADE FINAL BACIDTLL \ SHALL BE FEN NOTE 1. MINIMUM DOYEN SHAL BE PER NOTE 3. BEDONG HUMORING. I HIPPE MATERIAL PER GREW R ENCH W K IWTAL INSTA TON. TON OVER 'AMU MATERIALS. INSTALAATON. PLACENFIIT, AND COMPACTION PER STANDARD WUCIICE OF UNITY HAVOC & INSTAL ATIO OYFR INSTAIIAMNI. WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS WTHIN CITY R/W MOTES NO SCALE 1. FINAL BACxFILL FOR UTILITY INSTALLATIONS WHERE V IS B OR LESS SHALL BE B-BORROW FOR STRUCTURE BACfFILL MEETING ME MATERNAL REOIIRUMDNM OF ME INDOT AND SHALL BE COMPACTED IN V MAXIMUM UFTS TO NOT LESS MAN 95% STANDARD PROCTOR GENSTY FOR ME ENTIRE DEPTH OF ME MATERIAL PLACED, THE BACKFILL FOR ME TOP 6* OF THE E%CAVAMIN BELOW ME MIT OF SCBGRADE SHAL BE 153 STONE MEOW ME MATERIAL REQUIREMENTS OF ME P00r AND 91AL BE COMPACTED M NOT LESS MAN ASS STANDARD PROCTOR DENSTY FOR ME ENOff DEPTH OF ME MATERIAL PLACED, IF ME STANDARD PRACTICE OF ME UTILITY MAT HAS ARISDICnON OVER ME INSTALLATION HAS A MORE STRINGENT FINAL BACKFLL FEOIIROAENT,, ME MORE STRINGENT REQUIREMENT VUL GDMERN. 2 THIS REQUIREMENT SHALL APPLY FOR ALL UFUTY INSTALARMS QNCMDING BUT NOT LNHED TO WATER MAINS WATER SEANCE LATERALS, SANITARY MAINS, SANITARY SERWLE LARRPLS CAS PIPNG PRIMER, TELECMM AND CAW CONDUITS M DUCT BANK) W MIN EXISTING AND PROPOSED On OF CAFMLL RAY UMIM 1 FOR UTUTY NSTALAIIONS UNDER Ott STREETS. REGARDLESS OF ME JURISDICTION OF ME UTUTY, ME MINIMUM CEMENT FROM THE TOP OF ME INSTALITO PAVEMENT TO ME TOP OF ME WSTALLM PPE CONDUIT M DUCT BANK SHALL BE THE PAVEMENT SECTOR THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE ME S IUGI PLUS 1'-D', BUT UNDER NO CNCIMSTNKES SHALL ME GONER ALONG ANY PART OF THE PIPE CONDUIT OR DUCT BANK FROM ME FINAL PAVEMENT ELEVATOR TO ME TOP OF ME ARE BE LESS MAN 2.5 FEEL IF ME STANDARD PRACTICE OF THE UTILITY MAT HAS &RIS3ICTM DYER ME INSTALLATION HAS A MORESTRUDENT COVER REQUIREIVENT, ME MORE STRINGENT REQUIREMENTS SHALL GOWN. 4. N ENSNIG SUBGRADE HAS BEEN ME STABIUZED. BAC(FILL TRIM B-BORROW TO BOTTOM O EXISTING SUBGRADE AND FILL TO ME LIMIT O TREATED SDGRAIIE WM ME STABALIZED SCL CITY OF CARMEL STANDARDS STANDARD WATER_&_SEWERMAIN_AND_LATERAL TRENCH -DETAIL -DRAWING I FOR UTILITY NSTALLATIONS WITHIN CITY R W 10-29 I N (CONFORM TO LOCAL REQUIREMENTS) < _6"j LMIN 2'-0" DIA.X2'-O"DEEP .� B ANDI COVERED WITH CAST -IN -PLACE AGAINST UNDISTURBED GROUND FIELD LOCK GASKETS CON( INTO BELL JOINTS BEAR BEFORE HYDRANT OR_A REQUIRED THRUST FIRE HYDRANT DETAIL (NO SCALE) .Y o `-CONCRETE THRUST BLOCKING J CONCRETE TO BE POURED BETWEEN PIPE & FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING (NO SCALE) IUPPS PIg;SaNly. IxdlWnx UWd...roxxd WIW"t hotsrtlo" SIR'k. Jul Know what's below. Call before you dig. g I Q,NSTEgFO,�F,9 % No. 19358 _ q \ STATE OF ? $ S/ONAO ' TO ¢ H AAA/OIMDTAgPd o� o+0z z o owQQ w o>� U ZUWO W Q > J z,s- woo H W a Q z N11 OOD< OD mm m < uZ, IT= wwzwm F7 W Z Z ^Wjg o r W O Lv Z L_J a r y J Z Q � J J Q I — DRAWN BP CHECKED By KRG BKR SHEET NO_ C701 67 'Cl- .i Z Qu Za •� IS,a d �0 1 E I HE D Q 9 U, _ 0 9 RooNO E Of A y/4,0j RIC AKA LAeRWN I■ y 01 d S� 0 vs i - f r J CLAY TOWNSHIP REGIONAL WASTE DISTRICT SVMMMY OF LATERAL NSTAILDUCN RECOIREMENIS 1. Nl HNXNAWBan tlt. aMl wnlW b aw W.MY. ..1. XIS. A. d..I-Oha-1 l¢wMM 3W AN AN HA.. CmmY o,W IxY lw done Canny a11M pryMy Rm e¢ 0elrea Ihwpll Inabne GAe 1 C ,33CS2T OnR M A.0 may IXmred IDme'ewe:maepn.AumeYRHh.a,Ma Hb/MD6,b, 2 NolounMIN. Sump. Daanwoul5 «CHIT.r¢Iwmw.leeCHICHI¢naI16e1N®emnedMmpsYl[Yaseniry=.vrerueaareasMm,°ulO:wN paFNw 1RC3.8S enaN Pokyfwlp TOlaxebs;eYw.r flutl.aq. 3. TM•MNB¢ew2, klelmm Ne NWFgb An xpllc Ink may aNy ba uma RPubuwtl uMnabuYAnP atltlA'an, Nab, pa.A lama a' A1mAU.Ile..lam xaw,reu¢e YrW wmerI1WNNR1..NolaAdnn. n,ep¢N]h¢Ia«m,Y mawy, w qa gopenv v p• b• mYb for Ne daaml d Ne eb IeY. 4. TM mRPr. MRv,.-,.Amm.AXAawwmuMq 0..... alert eo uml E. G. sal ma4nnANAmn m maamnrc arcw wN ln.01¢WS¢weruvwEmarce. Lnem Yub..mnremaln=. vnA....Pa...N..Nrelconrccnon NNH axnp PWtl mly AS matle urcbr tllxr aupervbbn d v LARVAE In¢peclor. Such MxwYm daA be novae 2G nsWrs qW b IM ntta W IM1e Fapedkn. NMeF.FaWn MM aM aeecwp Fspeclbnurequ'°ea,a matador is nolm s4e wr¢NerYletl ksPMbn, or felbw morel bwetllw, n etltlllmal he M 81 D]LB wN M Ne.1n6 must be Pak ql« Io Ne Ten• of ma b6m up egregbn. 5. aman eXRm aeb AP WING Co Boas al XeaAh tales Nu —d al ampany em urM m tpwaotn em mamm prc,ae vewa8e alepm IwpRl aKMns. TNe Cwnly QILvN,.mMewnaE0r. pkmvl eRETlW«W w. N asmvrcl' Naolen b Me PryubBc MBar- PAR. IWW -N.e.Y.IeAY AR Tx. C-1,(Mara PaW w.. m B°mdagnMMNbtIMmMInaaep'a.Na of AR NNARmn mL A. Acrepabb Pipe"'Aa ; WCRPE: SCIIINSONS2s.AST.O.3a,51x INGIPIPE PVC PRESSURE RATED PIPE: sIXt 21PRIM DENT 8% INCH PIPE RESTRAINED pINi PJGPIPE OIRECTONFL ORAA,YeYmM 9ROz1 ASTM DR61,6M IN CH ME NwonH L«amwvaloftlx 04Ntl EegbeeN GASNElEDJ01M5'. asTMD2alz GA6NET5'ARTMF4]] FDTNOS SDR aA NOhhm EYbce» DLEIRAHNON RANNICACOUNTERS PROPER 11ND5 MDAMGRINNETABLEPIKMATERIAL WCONMECTWGPIRCALMPRIESSVREFORCENAIN -I T TEND H 11PS(Te]wrNITRAXAmandalbwabb S 0P aM gmprtquY®mnk -1 NNNXm XNUU. N,Ny nredkn=areweemeaewnn ueiP ONDR E TIONIPayawNerewemsvt. M.wniwl FAAnA¢w Ea bdt»an ALL PWAP CONNECTIONS Yunpi MJM Ime mm 3' peyMakuler w IX rvn MBAvawly eMg NC bui9nA 0r mOre Nap 3 YIIYI M1av¢edeenWIMI6EW BMTe p'pe MeA celtmWknalb8'6DR35py1«mnnNbn TUN N•pmp YCLEAN CAL GRmaaWLLAJER T NO MORE TFDNDMORETHMIiHREEEEETFROM TH GRRIXTATIINIPIIIR. GRANtt LATE RAL6 HO WORE THAN t0] FEET APART (pvau = Cam, ON alalln type 2 ma Ty{e 3 br muUPktlexaNreYkAm yuMnenk) CLEAN WfCAPREWIREMEMS' 7PVCTHAAXmH Cwe W Ol A. nv LW uum reobetl¢tan•or. Numb«ahadwanlawa9emeal• Numbar3 alma EpeLPA maWnal a w b• pkptlhmm Blntllea bkwlo TTMGne¢ above W plp- Tlmuellen¢IwalemamMlman affillwn.¢wlael.M lnm.¢on bom.Iw. ni m. vHv) B. Lawk Tanbe mAl od HOdoax Nm 2MReYXPWYmweAAwNMXPVC Pa mm Imme Mle6,mamman85DR 21 ama ARN ESSAL My 1XXNNl inNa0. &n repu'nq p..A— Pipe Im. be R.Cl and .Pepe' W me C'. .1 Ne D.AXII NAP— Mw le 8. .,a. lme.0m aRm a,Xamn END RE N,N. Mma_ A. 50R 1, 1".. ARNI. m pxkTMm«AmYal_NaN 11He a. IA, L&®ae Nd eWmd�9e x1N13Mm.11.H6.1mol1. 00RUTSk Nem0.leWva em n,H. xcnL,W °u Wa N X., N¢ene a n'aimvnik. A410PM Mmmafmn EMIMyAUDSanaia'Ed3l meybeoManealmm Va DISMCatlRuaa,nAbu¢LIe¢v notmde Wamw 130 p.m. MOMay N,wOM1 FrAey: AA dafidabntlaaesenbeb'Sbaonurtweb¢beMMia>/wvxdMnP. El"mY.- Ip ReDMAVAne DMUM 1.1.1 NAN COARN Stall ..AAA N41MIwa HACE0 ,I,— B!6%W Fac MRASTOi 12. 6eplkelfluml.�al pg fepun{aOONE,Ia n,eeanaryvarmsyelam. IC RIG 0¢WCXSID n¢ Nalrall, Pbm'•rz11Ta Diartl MMSN92W24MW8a Wtl dhupenion w,evNrcyparemawdnewHre. An a low nXc n,beddk9kw bequeanlop. R. M_1Nmm8wtdewmmmarba Mawmare maAae=,WxkMmpam, aenppaRM.asa lNmeyl«¢.ma. T.aarA regWmrenka.wwKymY.A.wdara. a. w+bnWM1l aA Il,al Nry Cm(a,m to IM1e OSiMs N Polry IX CYIMme,.,N 1DPPD.,..E1,.I.Aa. gtrbail., Isla lYm, IS, . . BUILDIN RIGHT BACK OF CURB SIDEWALK BACK OF CURB TRENCH BOX OR OTHER IOSHA ACCEPTABLE TRENCH SAFETY SYSEM 1/2 D . IT FOR PVC RPE I/2 D + F FOR 1/2 0 F( STONE AS BECOMES BY ENONCER FEW UNSTABLE SOL CONDITIONS - DEPTH TO STAGE LMOHA9 PER ENONEER CAN, PHONE, ELECTRIC & GAS CORRIDOR CAN, PHONE, ELECTRIC < & GAS CORRIDOR of / TYPICAL UTILITY LOCATION DETAIL MOTTO SCALE (UNLESS OTHERWISE NOTED( FIRST LAYER BEDDING TABLE PUREffi 6'10ir 16&01TR BELONG NOR ME NINMAT - D• uu1MO = TO' PIPE BARREL NO BELL 'DEAN' DACKRLL MATERIAL FREE OE ROCS, ETC LAUB NO 6 OR OMER PEDANTS MANK. (COMPACT 10 MINOR SETTIVIA N0 M AREAS WNW 5' Of PO AD SURFACE UNFIIL Do REONROENM OF INDIANA DEPARTMENT CF MNSPRTAna AND MMPMT FILL TO 95a ATTEND PROCTOR DENSITY. MARU B CARTER) ROME OR NUMB B FRACTHRM iME It MATR 12 VAS A M ID R PLACED FROM 6INa[s BEINI ro B MKS R SHO .0 INS 1Nf TRENCH SNOWED R A MWWN BE IB INCHES WE, SMALL SUED NAA TAWS NA WWYD IN. R CRUSHED Sias NONL SHCED. HAND TAKES AW WAIIEO IN. (BELL HONE EXCAVATED) R CMSINCTON PEAKS PIPE SIZE A B UP TD IB ]-0 2-6 10' AND CHEATER D t 24' D + IBM 'ERF3 SANITARY SEWER TRENCHING. N0. ` BEDDING AND BACKFILL DETAIL 19300219 STATE OF A. JNOIATAI` Se !CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER BEDDING AND Shneider BACKFILL DETAIL a 1 al it 1 •T r a 1 I• 1 a R, lii 1 i`�W Aar I I MINIMUM 1' & MAXIMUM 4' CLEARANCE FROM TOW OF CAP TO BOTTOM OF CASING - TRACER AN LAFEM/RE­WYE CONCRETE CAP.CLEANOUT TYPE 3 (GRASS GM LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) No. 19300219 STALE OF i FINAL GRADE CLEARANCE FROM TOP OF PIPE I TOP OF STORE 6' MINIM M (TYP.) SDR35 PVC PIPE X 6- X 6') TEE-WrE 6' SEWER LATERAL CLAY TOWNSHIP REGIONAL WASTE DISTRICT Schneider TYPE 3 CLEANOUT DETAIL Bale 12/06/06 PAIR T.\6CL6906\001 The Contractor shall be required to furnish the developers Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be Indicated on the surface with a metal fence post set immediately above the said termination point. NOTE: ALL SLAB AND CRAM. SPACE CONNECTIONS MUST BE A MINIMUM OF 3' BELOW THE FOOTER AND EXIT THE BUILDING AT THE FRONT OF THE STRUCTURE TO PROMDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BUILDING TO THE 3' MAXIMUM / EXISTING LATERAL STUB. ! d TEMPORARY FOUNDATION CAP (TOOTER) 3' MINIMUM 3" MINIMUM LOW 4" SEWER 6" MINIMUM. SEE SANITARY 4%6 RIGID SEWER TRENCHING, BEDDING AND BACKFILL DETAIL CLEANOUT TYPE 1 ulmnrNWNf (ONLY LANDSCAPED SURFACES VI A/,fh4y„ THREE FEET OF BUILDING) No. 19300219 STATE OF Sc�eider THAI 12/00/06 PVC CAP RNAL GRADE 6" PVC PIPE TRACER MRE X 6" X 6') TEE-WYE SEWER LATERAL CLAY TOWNSHIP REGIONAL WASTE DISTRICT TYPE I CLEANOUT DETAIL EMBEDDED NOTE; WATER MANS SHALL BE LOCATED IW AN UNDISTURBED LEDGE. IW MNUMUA-- —10' UMMU AEI MAW 1JDINr SPNITARY SCMER� j JONI� FLOW — IF *A" IS IF 'B' IS DEN SANITARY SEWER PIPE "WENT SHALL BE IF OR MERE 19 OR OCR[ I NO SPEOA PIPE MATERIAL OR GLADE THOUGHTS LESS RAN 16 LESS MAR 10' PLC (ETHER ASiM 0 2241 (MR 21) OR ARB/AURA CRIED (OR 18) OR ANB/AMM CUTS (OR 21) OR ENTIRE IRO (ahRS 51 MBIAAUY) NOTE SEPARATION DISTANCES FROM WATER SNPRES AND ARE O-NMIDCATIDNS STALL CONFORM TO INDIANA STATE BOARD a HEALTH'S 'OH -SITE WATER SUPPLY AFB WASTEWATER DISPOSAL FOR PU AM COMMERCIAL ESTABLISHMENTS - MUM SE. 13 WELL/WATER SUPPLY & SEWER CROSSING DETAIL No. 19300219 STATE OF Schneider Dale 12/OOAB CLAY TOWNSHIP REGIONAL WASTE DISTRICT WATER LINE CROSSING DETAIL C 5 5 9 S r WORKS. IROHI WORKS. INC. 1 1/2• RASED IEREWNG EAST JOIN. NI]49727 1-DLO1-536-,4 5L (RECESSED FLUSH) t B/6• FAX 23 -538-40 (D 14) 1/2-u x 2- Illmm] pRgx11 DATE NIX XD SS CN a ❑ SCREWS R WASHERS 1 I/3"-+S SILLY TEL 04/IGro4 I T ON & RUBREM.HER (RP 4 PUCCAP ftw 1n• nB«nBm] DR'^m1 BOLT DETAIL C O O O OOOO EMWATEBY y ® �W �CHMI�ES FROTHILY N0. �O� A rzn ICI A r (z5mm OR 2 1/4' TIM- 0010230E �j/q. INX,ES ON 2R) AT—) B3LTpRCIE 1S1020AE [D]mmI-(117�" L1T�0 20PPT y4• a02221P n 47 I`+2a"'m] l L4Tmmj PftOCUCF NUMBERS y PICKHOI£ DEFOR 102312 2 102163 EST. WF. C. sccnox =5 OUTFIT W. E. LRs .4 2S oM 4(brawl pAM44/VNR FRANC IN, 1. . MXO W?: 2W 1H511Jh0yd4;, �05 EW%6ICg 11 [IT9mm] YATIL DPEO, y ��20 COVEq. -ACM Y CL35B t3/tR' D)u [52Bmn] TIN FARM[ - GRAY IRON M• Ol CANARmaT ASTM ANN CU58 a LCUM) RATING FRAME srclww HEAVY DUTY IS ad° 77 •� 0 _ TRACER WIRE �I _---_---- / I _ _ SEPARATION BETWEEN WYE FITTINGS TO BE L'-®" MR IN BELL TO EEu SITUATIONS AND CAN IRE ADJACENT IN BELL TO SPIGOT SITUATIONS I I MAN SEWER LINE PLAIN VIM I\BAIT TO BE USED WHEN CUT 04TwCE (TROT OUR ARE DIAMETER N EXTENT ARE DIAMETER) BENEa SANITARY SUN KING (MAWS. LATERALS. FORCE MAINS, ETC) AID ALL OTHER MKS a AT OR TF55, PEA aCMEMS ORCT DE WHERE NDND ON K CWSIMCnW PTANS A Ulm CLEM DSTAKIL a T MUST IX PROVED TO AUSTI N STRUCTURAL, BEAUTY OF ME OriCRETE. A r WbO. eNTM a No. 19300219 �a STATE OFH� Q CONCRETE CRADLE DETAIL �� I CLAY TOWNSHIP REGIONAL WASTE DISTRICT Schneider CONCRETE CRADLE DETAIL LEN THAN 20 DEEP N01EBa L ALL FITFMGB INBALL BE SDR 26. 2. DEPTH OF SERVICE LATERAL SHALL BE (TYP. ALL LATERALS) MEASURED FROM FINISHED GRADE TO THE TOP CF MATH BEAR LINE ONE PIECE TEE•WYE 3. ALL LATERAL BEDDING SNlLL BE AGAINST MO STA REED TRENCH. REQUIRED - MMIMlI FALL B lyn PER FOOT, TYPICAL OF ALL LATERALS, TRACER WIRE IS 5. PIPE REGIIIIRE'ENTS FENS DEPTH AIM AS FOLLOWS, 3'-B' SOR-35 b' SO, 35 I •• 2VA& 6DR-26 PVC PIPE NO OVER 25' SPR-235 \ — -- - KEYNOTES: A BEDDING TO BE PLACED ON UND15T1l,�ED EARTH. COMPACTION OF IS STONE 15 CRECAL UNDER ALL JONTS AND FITIMGS. P F'R'1PER COMPACTION CANNOT I9E ACNEIVED THEN / PLACE PN, 25 DAY MINIMUM6T I S1 T CONCRETE PRE59WE ANaaND FINISHED GRAPE EAR DINTS ABLE THE PIPE TO BEAR ON STABLE CREATE (TER THE . ENGINEER)MUM 4" B MINICCNCNIFtE CAP REGIIIIFED, NOT XCEED B TO EEYOND INR5T FIFE JOINT OF WYE 5'-0° MM. - e'-O' MAX. (1TP. ALL LATERALS - 12 F WE IS 101 DEEP, THEN CONCIRM CAP IB 225' OR 45' MAY NEED TO BE DEEPER FOR LONG EJILDIN66 REQUIRED AT ENGINEERS DISCRETION MR OR PUSHED GRADES SLOPING NWAT FRO19EIlER 355L PSI, 28 PAY CCMFTE981VE STRENGTH----- -\ I OCNORETE REQUIRED. NOT REQUIRED FOR 225' OR 45' DUCTILE IRON TEE. DUCTILE \ C ----- •'•I G MR OF V OF Id STOW OVER THE CLTCRcTE -.----- \ / CARRIED WIFE 6114-1 BE PLACED PRIOR TO \ 1� / A A-E MUST MANUFACTURED, WATERTIGHT CAP FOR BE FUTURE CONNECTION MP. ALL LATERALS) ANGLE I'M8T BE \\ .. 3E1UEETN 15' AND 45' TRACER WIRE (TIP. ALL LATERALS) // BETWEEN B' AND 45' / RRDSERMCErLATERAL — iiiiii=lmei Utilities B SECTICHI b° MIR A ¢ B' MIXINIM OF fWSOL al PI.J BTaE L RANDOM SECTIO VA9R MWi OF 51BONDE �\ FINAL &➢DILL 41ALL N MEN NOR 1. COVED 91NL SE PDT H Pa XOR ] Mom HAUNCENG. RFE YMOGN PER Own HA90 ANSID! OEM DUST TXENER WON. WnA BAaSTLL NAIEMAS, MSTAIIARa. PLACEMENT, AND Q-YPAEMON PER STANDARD MI OF UAJET xnxwD a< BraN, Ixsrn2ArWW. INST WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR U77LITY INSTALLATIONS WINN CITY R/W NORIX No MADE 1. TINµ BOOM FOR UOUTY IHIDWL DINS WERE Y' IS 5 ON LESS SHALL BL 0-M" FOR STRM,TFE BAWBL 1EENND ME NAIERA REQUIREMENTS OP ME ART AND 9RLL BE GYRACTIO IN CROWN UPTS TO NOT LEWS MAN 0%STANDOR] PAOCICR DENSITY SIR ME MIRE DEPTH a ME YARWA PULED. ME RALNSILL FOR THENOTE,6' a THEEXGVAna BDJOW THE WIT OF CONCERN SHALL SE WO STOE MEETING ME NARRAL. REWREYENR C,ME ANON AND SIRE BE COUPAC2D ro NOT LOSE MAN 95x STANDARD MICCI(W DENS, MR ME MANE DEPTH a ME MAURUL ROGER. IF ME STANDARD PRACTICE OF ME UTUW MAT HAS ARMCGON OUR ME INSLLLUna HAS A MOTE SIMMUT RNAL BACXFIL_ REWREMENt THE MORE STRINGENT REQUIREMENTBULL GDWNx. 2. WS IMMUNE NE BILL APPLY TO ALL MUTY INSTAILARMS (WOIbA' NO BUT NOT UNITED To WATER Al WATER MITACE UERAS SANTARY MANS SANITARY GUAM LAIEA US, GAS PINK PERU. RJUROWN AND CAN OMCUR DR DUCT RANI) WITHIN EXISTING AIN PROPORM ON OF DOING. BIN UNITS, y MIT RUN NSTAILAnaS ORDER ON SWEATS. MEANNESS a ME J RI�COa a THE UMM. ME MINIM MADE FROM m TOP a ME MSTNIED PAVEMENT 70 ON TOP a C ME N5IAAED IRE RIME OR DUCT BANK LL 4MDE TLC PAMEANT KOM THICKNESS (All BITUMINOUS ARID MORGAN NANRIC ABOVE ME SIBIAABE) PAPS 1'-0-, NOT UNDER ND CIRCUMSTANCES SHALL ME TERM AaG ANY PART OR ME PIPE Ca1DUR OR DUCT BANK FROM ME RNA PANEMai ELEVATOR TO ME TOP a ME PPE BE LE55 MAN 2.5 FEEL 6 THE STANDARD PRACTCE CRIME URITY MAT HAS JRamrcnGN OVER ME WSLWAna HAS A UMSTNNCRT COVER REMIREUEHi THE MORE IMPORT REOIREWN, ST t SMASH. 4 IF FUSING MBGRME HAS BEEN UNE SIAINUMI SACNRLL WIN 0-BMROW TO DOWN O EASTNG SUBOMDE AND RLL 1 ME UNIT a M£ATI EOBLFAOE WM LINE STANUZED SOL CITY OF CARMEL STANDARDS STANDARD DRAWING IEB_&SEIYER_EdAIN AMn I AIERAI-.SBENCH DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R 17_q °i No. 19358 -Ga STATE OF /Q G c ,��0"Ann�A nPEN°AMA a N N o w H U Z '< C / DRAWN BY: I CHECKED BY C800 5& A JOB NO, 67302LOM—S1 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 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