,w <� w ;/ QQ .. :;;g N ' ON � � �� • NN � ;.,§ Cl ...... �Lil •• � Ow -� 20 > '"' i ,,. I" 8 " zZ • • 8a' < �� � C a_ 5N l' 55 , . <o Oia.Dmeler C ' I • a D ll a: (D-C) 3" af Sail Fill is Required Between Overlapping Geogrid for Proper Anchorage (Typ.) Additional Drainage Fill Extend Wall Height / 2 H / 4 � Additional Geogrid Overlap I � Extend Wall Height / 4 i I IL I I 11 1 L / � Tongue end on inlel end. Groove<! end on ouUet end. LONGITUDINAL SECTION DIA. ,,. 15 " !6" 21" "' ,,.. 3:J0:l'"' ,.. NOTE: ,., T (min.) e· 2l" 2/( 2i . . 3" 3.¼'" 3!" 3 j" , .. Pipe cu]v,..rt ! Conerele ,.: end �...::lion Compuled length of culvert---! length of culvert I D SLOPE DE.i"AIL TABLE OF DIMENSIONS A C D • K (i-1") (i-1") (i-1") (i-1") 5" •l'-3 6'-2 e-o ,.3 7' 4'-0 6'-3 e-B ., 11" 4'-l 6'-2 3'-0 ,., ll" ,_, 6'-3 3 '-6 C, l'-0 ,_, 6'-3 4•-0 '3 !'-\ ,_, •-3 ,._, ., l '-2 1'-!0 6'-3 5'-0 ., r-3 3'-6 8'-3 5"-6 3., !'-5 3'-1 B'-3 6'-0 3A RI JOA°" 12�" 15� -- rne:- 16ii" !8fi' 18�" 23i" 24il" 40Min __j ortoR/W -I __l_ ;;; -------c::_J_ D:::: Outside Diameter of Structure MINIMUM RIPRAP APRON DIMENSIONS NOTTO SCALE Rs i idp re aspl o pt oe bwehpe nl a cs he d o wonn on plans. R2 APPROX. WEIGHT. lb. •• 600 11" noo 12'' noo 1 3" >500 1 4" '800 H!" «oo l5 " 2'00 17� " 4'00 20" «oo CU NR DA DI SLTEU SR HB AE LDL EBAERATRHO N BOTTOM OF TRENCH Cla!'!!:I A concrete 1 ) BT E TBWEEUESNESDAINJ V IHTEANR YC LSEEAWREDRI SPTI PAI NN CGE( M( FARI NOSM, LEAXTTEERRAI OL RS , PFIOP RE CDEI AMMAEI NT ESR. ETTOCE. ) XATNEDR IAOLRL POITPHEEDRI APMI PEETSE RI S) 1 8 " O F I M L N E t T ! S JS O S T , C P B O E E N R P T R EAC NO T GV II WD N E E IT D E H R T F ' OS O DM RI C A R E I E N C MT T A A I I O I N N N . S , T A O R T R U L WC E T A H U S E R T R A 3 E L " N O IN O F T T S E E G A D N R O D IT N YM T U O H S F E T T P B H L E E A P N C L S O A . N C A C E RM A E I S N T I E A M . C U C M U O S C N IO L C N E R A A E R R T E DO I U SM N T U A D S N T T C H N E E O O T F F O C R 3 O " C ME E MB EA . IMNA. IINFTTAHI NEECDO, NOFRLNJ COTTIES ABBE TO'Vv VEE AE PNPAL WI E SA TAENRD MO ANILNYAGNRDAANNUYL ASRA NF II LTLA RMYA SY EBWE EURS PE DI P. I N G , 1 8 " C L E A R A N C E M U S T CONCRETE CRADLE DETAIL NOTTO SCALE Im1a2x",Ca pla co Cl n gI Hook bolt.aSECTJON A-A Concrete Pipe Toe Anchor INDIANA DEPARTMENT OF TRANSPORTATION PRECASf CONCRETE END SECTION "" "" STANDARD DRAWING NO. E 715-PCES-01 .<i1�'�;-,,, W"AU ,v<W N .... ,_., ,. __ {1( ,� "?l •L,h•<l•""X L. ln•o..U:I> lf-16-W ""'-.. -- ' & ' .... :Ji \ ·,,�id';,>/,/ '•,,,, '<:lttAL .. / L� Tiroos Zo.mU �- , ....... ,,, .... ,. cu, IGOIIO.Y -- "" ''"' •nmuco _,,,. _,_ -� H / 2 H NWOI TTHE : PPI PI PEE MTAONBUEF AI NCSTTUARLELRE ' DS IRNEACCOCMOMREDNADNACTEI O N S PC AR VOESMS EI NNGT DR EE TPAAI ILR WP HE ER RSET RR EE EQ T' D TWRI TE HN CO HS HI NA ARCECGOURL DA AT INOCNES ITNAGMRPAESDSEAARRETAHSFOILRL MPEARTERIAL PS AT RV EE ED TOCRRSOTSOSNI NE GA RD EE AT SA I L I N DIA(in.) 12 15 18 24 30 36 4 4 2 8 60 MIN. TRENCH WIDTH On.) 3 3 0 4 39 48 6 572 6 4 8 9 0 6 ·-·• .-,_:, ,. -;/);)j(;.'' -:_; h '� ·.,., ·,<:'_. .�_...·>,-··,·,·,:.''_,·'.: p;,:lf,t,t DIA .:: '.' ':\ -- -.. ---. --- .... -- ;;;;::;:::::,: -· :.,.;�;:;:�s.r;f1·;/.} • :l'tif j\[:;�I\z,J::Wi\k\f;}i]:t�fi :};t WP EI DRT HT RCEHNACRHT BED WITH IN D.0 T. No. 8 CTORUSHED STONE BACKFILL 1' ABOVE PIPE HDPE (CORR. EXT. SMOOTH INT.) PIPE TYPICAL TRENCH DETAIL NOTTO SCALE MATCH EXISTING PAVEMENT SURFACE ,_ ·, :. ·,·· -'.. •, .; . . PCAOVNETMR EA NC TT OTRO TEON SSUARWE CAUCTLEEXAI NS TEI ND GG E EXISTING PAVEMENT BASE 1 1 -Ill I ---=111 ·-. �: . . -� SUBGRADE TRENCH IN - 1 WACITCHOORSDHANACE REGULATIONS MIN. TRENCH DIA(1n.) WIDTH On.) 12 15 2 16 4 3 3 0 6 42 48 60 3 34 0 39 48 6 572 4 6 80 . .. .; . .-.. DIA WP EI DRT HT RCEHNACRHT MWIINT H9 "E CX IOSNT ICNRGE ST EU RFFLAUCSEH BCARCUKSFHI LELD WS TI TOHNIEN IDN OT .OTWNNo 8 . STREET AREAS BED WITH IN 0. 0.T . Noa. BCARCUKSFHIELLD TSOTOHNAEUNCH LINE Drainage Fill Check with manufacturer specifications on correct direction of orientation for geogrid to obtain proper strength. 2. Corner units recommended for outside -->'L..J corners. Availability May Vary. Geogrid Installation at Corners (2) -4" Cap Units or (1) 4" Cop Unit 8" Cop Unit 8" Keystone Unit Note: 1. Secure all cap units with Keystone Kapseal or equal. Top of Wall Steps Note: 6" Crushed Roe or Unreinforced Concrete Leveling Pad Elevation 1. The leveling pad is to be constructed of crushed stone or 2000 psi ± unreinforced s" or Step 16" concrete. W 6" 1/2" X 5 1/4" Fiberglass Pins f----Front Face W + 12" Section Leveling Pad Detail C: 0 Stondord Elevation -H Geogrid is ta be Placed on Level Backfill and Extended Over the Fiberglass Pins. Place Next Unit. Pull Grid Taught and Backfill. Stoke as required. Grid & Pin Connection 1 8" • Standard Plan Standard Unit *Dimensions May Vary by Region Place Additional Pieces of Geogrid When Angle Exceeds 20" 3" of Soil Fill is Required Between Overlapping Geogrid for Proper Anchorage (Typ.) Additional Drainage Fill Extend Wall Height / 2 H / Drainage Fill Check with manufacturer specifications on correct direction of orientation for geogrid to obtain proper strength. Geogrid Installation on Curves 8" Min. Low Permeable Soil 4 Unit Drainage Fill (3/4" Crushed Rock or Stone) Rock outcrop vanes Remove rock as required to properly install wall einforced Perforated Pvc~ -----:::=::�· �· • �· J· Drainage Tile :_ ------- Unreinforced �oundation Concrete or Crushed Stone Leveling Pad Fill as required to provide 4 to 1 slope from existing sidewalk Keystone Cap Unit i--Keystone Standard Unit 1/8" - 1/4" ls" Finished Grade .cen Q) I C e : n "' Q) Note: Connect to Proposed Storm Sewer Inlet When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. Typical Reinforced Wall Section Standard Unit - Near Vertical Setback Base Leveling Pad Notes: 1. The leveling pad is ta be constructed of crushed stone or 2,000 psi± unreinforced concrete 2.The base foundation is to be approved by the site geotechnical engineer prior to placement of the leveling pad. Standard * DWei dptthh: : *WHeeiigghhtt:: Unit 18" 18" 10 8 2 . lbs Cap * DWei dptthh: : *WHeeiigghhtt:: Unit 18" 10 1/2" 4' 45 lbs ---Unit Face Excavation Limits 6" Crushed Rock or Unreinforced Concrete Leveling Pad Standard Unit/Base Pad Isometric Section View *Dimensions & Weight May Vary by Region HDPE (CORR. EXT. SMOOTH INT.) PIPE TYPICAL TRENCH IN STREET DETAIL NOTTO SCALE STANDARD UNIT 18-TRI PLANE FACE DETAILS N.T.S. TYPICAL DETAILS z 0 VJ E- � w U 5 ... - 0 ... <( -' uiz VJ "' ;;! ;;: w f-01- "' u. z c0r.rio:::, o::: LI.. Zz0 <( os:� J: UOw (.) I- u a:: i;.:i ii'i 0 E- � REVlSIONS 4/25/25 BID SET C 2025 lP8> 0l. Oi 2d. wWBecos : tx, �t m2B9r5oE andg wi nae ye rSs l, 1 'I CnC c\ . Loog,oot�c. lndi:111:1 47553 DAT£ APRIL 2025 DESIGN CWRLEKPLBDH DRAWN DRKLMKW Q.C. CHECK PROJECT NUt.lBER 2024072-02 28 28 OF 45 I Fll.£ NUMBER I 44727 Do Not Use Plan Previews for Take Off
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