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Home My WebLink About024-98.151" ABOVE 1" LAYER OF SHREDDED FIN. GRADE GRADE HARDWOOD MULCH 8. p� �� ANODIZED BRONZE � S'-0' CONf TAPERED FLAG POLE � ANODIZED BRONZE � ! v � i � 4„ —III-1I1=1II-1II- _ _ ' • `� —I I I=I I I=i I I—i I I'I I I—I I I—I i I—I I I=I I I—I I I—I I I—I I I—I i I—I I I=I I I—I I I—I I I—I I I=I I i= � W � GROUNp PROTECTOR � 1 I I-1 I t=1 I 1,-1 I 1-1 I 1--1 I 1=1 I I-1 I I.-1 I 1-f I 1-1 I 1.-1 I I-1 I I_I I I—I I I—I I H I I-1 I I-1 I 1,-1 �oo ze�o° o — — — — � a — �� i i—I I i—I I I_) I �— I I I—i ��— - i NZE a GROUND COVER PLANTING SOIL TO gE 1 PART MANURE, N ^ CAULK COMPOUND Pavt�r�Pnt 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4". ` m SLOPE TOP OF CONC. ' " '� BASE AWAY FROM POLE . __. . . _: �: •�: ; : � _ A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED o ,�4" PER ,•-o- a� PROVIpE BROOM FINISH (�pArchitects � . Splect Excavated Matc�rial.Or S. ��'' 1 FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING EXPAN. JT., SEE DETAIL t3/�tos • � • BackFi!! Hend Taroped In 6' Layers.. APProved Excavqted Materia MIX. INCLUDE FERTILIZER AT APPROVED RATES. • • . :- . , `., : _ Un/pss OtherwisP DireCted _ _ BRICK PAVERS Eng�neers&Inter�ors . _ . . . � .� •... '.... . �. , . .. . .�• . - . � .� ' � �. _ _ _ — 9100 Keystone Crossing R 0 U N D C� V E R =I I�I� I I ��j Il I) I I _ � � __ WATERPROOF CEMENT Suite 200 II=`III—III— 3000 PSI CONC. Indionopolis, Indiano 46240 0 R F L 0 W E R B E D D E TA I L y�,"�"�'� -►"_'- 3,'.848.�$°° 7 N ,� � � �� ( � o �'_� � w00D wEDGE FAX 317.574.0957 Note� SP(ect £xcavated Moterie( Or Specia/ Backfi!! + ,.� I— - TAMPED W/ SCREEN SAND ha!l Be PlacPd Under A/l Pavenents And C � 08 �4 O t" O.C. _ II I✓i thin ThP L ir�i ts Sho wn A,bo ve. N T S � _ I �� 10 GA. META� TUBE qr��{�e �o — — _ �� Sppcia/ 9ackfi!! Shal! Conforrr To INDOT 211.p2b — �— — STEEI CENTERtNG WEDGE L� 4) %6 BnRS I �, �� I I i � I �—' STEEL BASE PLA7E Wetolic��iMCHteCt�re Selpct Exca va ted Ma tPria/ Shall 9e Approved By Engineer. TEMPORARY SEEDING DATES: � �andseepe ,4rc�Rscttre � 4� \ COMPACTED Fl�L klteri0r Deq1 (q) 24' Sp°`�° Flsntinp — LIGHTNING ROD JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC �B� �- � CITY OF CARMEL � LIMITS OF WHEAT OR RYE � OCopyr�ght t998 �� STANDARD DETAILS SPECIAL BACKFIL �TS � FLAG POLE DETAIL o�wr .w..� +.» s.rt � r. sw. �s � : r�e � »..t ew NTS c t os scop. �*«• �• ��• a• �.�.. d�. ANNUAL RYEGRASS �a�� P,� n�.�. a�� !ti 3�nwbw d 1M o.o� r.�.�n a,a r. a r.a�.,�. �.dw.- • oa. wcute n+.�a t`�. te.:ro. ao �.t � �d. . e.s�e. m ..n �.a,,..e rv na w.+aT.w w oo��e.� a w�w...- TACK COAT """• d��^�� ^ �� d IM p�wd �� .,�� . �.�. �...« ��- ENT SEEDING DA7ES �,��a�,o� �,«�tion cnc conp�tien d 1M .art ►70tA{�f � NON-IRRIGATED' _— �" SURFACE COURSE (# 1 1 INDOT) ' � 2" BINDER COURSE (#9 INDOT) IRRIGATED PRESSURE PIPE JOINT RESTRAINT TABLE DORMAT SEEDtNG•• � 'C)�� #53 STONE BASE (INDOT) L eng fh OF Pipe To 6p Res tra ined L�� !n EaCh Dirpction Fron ? pF Bend Based On 150 PSI Test Pressvre IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT 11MES OTHER THAN IN THE SHADED AREAS, i,;— —� I— USE MUICH. I I � � ; L�'I —,' , 1=IIi Degree � 1=1 � �-� � �,-1 I I—� � �_� � - O� Bend 6- g' !0" 12' 14' 16" !8' 20' 24' 30' �..L�- . LATE SUM�IER SEEDING DATES MAY BE EXTENDED 5 DAYS —I ( I—I I I--I I �—� I COMPACTED & WELL IF hAULCH IS APPUEO. �_I � �_ I_ , �� s I i �- I�-I ��— i' ;��_ DRAINED SUBSOIL d P/ugs `�� 35' 42' S0' S8' 65' 73' 80' 95' //S' •• lNCREASE SEEDING APPLICATION BY 509.. Dats Drar�n By Chsck�d By �5' 7' 9' !1' 13' 15' 17' 19' 21' 2I' 29' 2�-1,�- 3, 4, 5- 6- �, 8, 9, �o- «. ,�- FIGURE 5-3 LIGHT DUTY ASPHALT �-� � � ��-�i�' �' 2' 3� 3� 4� 4� 4� 5� 6� '� TEMPORARY SEEDING: 2 NTS C 108 , KIND OF SEE� 1000 S0. FT. ACRE REMARKS WHEAT OR RYE 3.5 IBS. 2 BU. CdVER SEED 1" TO 1- t/2" OEEP TAC K C OAT Rpstr�Qined Joints Shalt Be Mechanica( Joint With Rptp%I�pr' G(QP1G1�5, SPRING OATS 2.3 LBS. 3 BU. COVER SEED TO 1" DEEP US Pipe TR F/ex Join t Sys tero, US Pipe FiPld LOK Ga ske t Sys ter�, ANNUAL RYEGRASS 1 L8. 40 LBS. COvER SEED TO 1/4" OEP Or Equa t. • NOT NECESSARY WHERE MULCH IS APPUEO. 1" SURFACE COURSE (# 1 1 B INDOT) NOTE• TH£ ABOV£ RES TRAIN£D JOINT L ENGTHS AR£ MINtMUM L£NGTHS S E E D I N G S C H E D U L E 8 i � � // �/ 3 I� B I N D E R C O U R S E �# g I N D 0 T) THE DESlGN ENGlNE£R SHALL D£T£RM �N£ I F L O N G£ R L£ N G T H S A R E R£ O U I R£ D. **� NTS C 108 � CITY OF CARMEL JOINT RESTRAINT TACK COAT STANDARD DETAILS TABLE 8" STONE BASE (#53 INDOT) �a o.k ,�.r �«s ae.� N.e r. a... y� �;s w�e. s.■. o.�o � _ - 1 1 /2" SURFACE COURSE (# 1 1 B INDOT) _ ;, _ __ _ _ , _ ,��_ , 4" BINDER COURSE (#9 INDOT 1="'-'' � '' I -_ —' � � � �=1 � � � =1 I l—I I I I I 1=1 I I—I_� -- �-- COMPACTED & WELL I,-1 I �_I I I-1 I 1=1 I I—i �'—' i 1=1 I 1=i p W N Nue!!er CP» turion A-�23, Or Eqtia! —� ��—I I �=I ' D RA I N E D S U RS � � L � Pvin ted 'Sa Fp ty Yp!!Ow' 9" STONE BASE (#53 INDOT) '"� � HEAVY DUTY PAVEMENT 3�-0- � 3 � Z 6'VQ/vP gOx — i i= — I!_ ,— � � —� � 1=1 i�=i �_ � w t "�'� ; 1=1 I 1=1 I i—� � i=1 I'-1 I I-1 I 1=1 ! 1=1 NTS C 108 a'j i —��—��—��—�� —��—��- � —�—, �'_ _ � -- NOTE: Ali n s ade ed e so as tc J � � � ��—� �� —� �(� �(� � �� COMPACTED & WELL minimize glarge open oreas w�thout � 0 � 2 6' eatp DRAINED SUBSOIL plont material. ' Refer to plons for f�n�sh grode a Valve Q p J Q Q 1'-0' Min. � � ^ � Q �° a^ RI GHT — 0 F— WAY AS P HALT g =_=i= �— Area to rece�ve m�� h �"— Z Ido fer ypin Bedd�n9 Mo terio! ConForriing To =I I I—I I�— � C a a 4 Q J d � � Q Q INpOT 903.02, Size No. 8 � I_� I �_I � \,`� \\ �, � � •� One 8'x8'x16' So��d NTS � � C � 08 •' ` , z»� �V�j��A��A Topsoil (as spec�fied) � � �/• �/ � Z Conc. B�ock Or �6,�fin. EXISTING MANHOLE �� `�� Te+e - M.J. Hydront Asser Class'B" Concrpte ; � � RPS t�ai»pd I eng th And � t ti»gs 9a se On Una4's turbed Q AS Rpquirpd Ground. � P A D E E D� E �� __.I � no res: 4 �� W l. A t f#�gh Poin ts A(ony Mo in Vn ter L ir�e Vhere n' � C �� n Q � � �'C� � Indico fed On Dra rings, Anchoring Tee Sha!( � v J — � Be Set Ai IS' Anglp ClpMprds And Connected � � To 6' �5' Bend. Mpin Vp ter Line Shn!( Be /� � Lorered To Provide SuFFicient Cover As SpeciFred. DOUBLE STRAND � 2 GA. � �,�� «� ts .r�,,� a� Restruined Ex�ePt 1„ R�„ W I R E TW I S H E D I N R U B B E R � W �� af rpQ. HOSE 6" FROM TOP OF ` 3 Hydrarrts Shaf/ Bt+ Set At 500 Hqx. Horizonta( �` Q � � M � o%Stn.��, a� �ess AS SpeCiFied By Fire Departne+nt CITY OF CARMEL FlRE HYDRANT STAKES .-i � STANDARD DETAILS ASSEMBI.Y �t�, GROUT AROUND A�L SUITABLE CORD � � O �'�"�.' n'� s°�"` "„ T''°r' �'` � "� """ �" SEWER CONNECTIONS —`� BANDING � � \\ CAP PLANTING PIT W � � � BURLAP OR HEAVY „ � � GONCRETE OAM. ADJUST TO � — CREPE TREE WRAP 2-3 OF CLAY TOPSOIL � SU�T PIPE DIAMETER & FLOW� PRIOR TO MULCHING �� +• cr°"t;"9 P;Pp MATERIAL � � ! Nox. Cfaar Betwppn vpnt Pipe PLACE SOIL BALL � 3" LAYER OF SHEDDED ,a�so,„-,, �, Sp[tCers 8, cas�9 P;pe SL IG H T Y HI H H A R D W O O D MULCH S f P p( E n C Q S P n p n t Pi Nasonry P lug •�' L G ER THAN O � � •� . EXISTING GRADE, MOUND INSTALL FERTILIZER O N SEE DWG. C105 FOR PIPE �� SOIL OVER BALL ---- • . � TAB�ETS OR SPIKES --_- SIZES AND INVERT ELEV. �•` �• � — FINAL GRADE '---- EARTH SAUCER .,. r ----- — � CONCRETE ENCASEMENT �' �: '� ' ��—lil— , =I1�_��—�� a 6' MIN. COVER ' —� � i= ' ° �� ___ '=1 I I—I I I-1 I I 12" 12 '� i I_I I I-1 I I—� � a a - -=-- . �. �� — • .� • \ ° ' �'llli��lllllli MIN. IN i=111 � �ii—".. � � � III �I NOTE: STAKE & GUY C/oss B Conc. Credle Class B Canc. Cr�a ��—� ��_I I � I I I_I � �� Grout TREES AS SHOWN IF To First Pipp Jo1nt To Fir�st Pipp �o;,,t SOIL BACKFILL TO BE 75� 12" �_ consu�t With Regu/ator�y TOPSOIL & 25� PEAT MAX. S�TE CONDITIONS DICTATE ar►ular Bedo6r,9 Agency To VerFiy If Grout Granular' Beddmg '' �' Con Forning To lNDOT js RpQU;,.Pa � � ( TA M P E D� �� 903.02, .S�ZP NO. 8 � � _—+-' o a 0 REMOVE BINDING EXISTING SUBSOIL OR Coscad Stainless Stee( Spacers Or Epual COMPACTED BACKFI�L 6--°- "°X. "` ,�„°' sTANDARD DROP SANITARY � 1 Afax. C(earqnc2 Be treen N� tp` Spa cers 8 Co sing Pipe ✓p�d A(! Encp senen t M A N H 0 L E S I Z Pipe �a�ts ES 8" THRU 24" TREE PLANTING DETAI .StPP( Casin9 Pipe _— � S ( STRAIGHT THRU NTS C 108 ) , 0 � CITY OF CARMEL � BORING � NTS C108 � STANDARD DETAILS DETAII �� `�'"� '`~`"'`�s°'" ��a�' » PLACE SOIL BALL SLIGHTLY w�... r�e. a++w w.� es�, 3 LAYER OF SHREDDED HIGHER THAN FIN. GRADE. HARDWOOD BARK MULCH MOUND SOIL OVER BALL, CAP PLANTING PIT W/ON RHODODENDRONS & OTHER SITE CLAY TOPSOIL PRIOR ERICACEOUS PLANTS, PLACE TO MULCHING (2-3") AND MOUND PEATMOSS OVER BALL & MUL-CH EARTH SAUCER HEAVILY. FIN. GRADE INSTALL; FERTIUZER TABLETS OR SPIK.ES ��i �� ' � �_; ! 1= I(-1 I i— o — I�--_I I_I�-1 I�'I--l-! i- =i I i—I I I—I I 1=1 I I 6" 6" I I 1=1 I I—I I►=I' !__ I 1=1 I I-1 I I-1 I 1=1 I I M I N. M � N. I I-1 I I-1 I I-1 I I��'_ =1 I 1-1 I I-1 I I-1 I I-1 I I I-1 I I-1 I I—� 1�� -� I 1= 1 I 1= 1 I 1— 1 I I I I I— I I 1-!' ',=� "--- �� '"=�'I-111��Ili� ��III��,IIi= EXISTING SOIL OR SOIL BACKFILL TO BE 75� �t� COMPACTED BACKFILL TOPSOIL & 25� PEATMOSS „ TAMPED TO PREVENT 6 MAX. SETTLEMENT. 9or �r,,,b. SHRUB PLANTING DETAIL 6 - � �. NTS C108 97660 I I �� I ' ' I i i I ' � I ' I I i �'� �mf � I II I