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Home My WebLink About038-97. Construction Detail 2RECOMENDED: APPROVED: /� EARTH OR SiDEwALK SURFA�E / z; / ,�li. �� j/�//�// � COVC. CURB �� `\��\��\��\� \ i�/j\/j�/j,�(//�//� ° P ni��' \�/�n %�\��\��j\�� j\ D D � l�, �/�/� � ° a � \��\\�\\��\\, o p D �,� o a �� o• ° 0 0 0� o o� o o Su6GRACE AGGnEGA�% �'��/ o� • o �• o �• o DEPiH VaRIES �\j�� o 0 0 o . .� o� o ,,, 6" �o'oo'o 'oo'oo' i\\/ o a ,��, ,, a°o o�o� o�:o�a ,,� / .� .� .� .� . / / <\\�� : o o�o ' �a :�o o�o �<�/ � i/ ,o .o ,o ,o , /•• j9 waSHED GRAVEL ///\ • oo. o Jo o. o. oQ OR CLASS �A' //�� j/ '. o'. o' a. o'. o WASHED STONE ��/�� °o 'a o 'o 'o o 'o a ' �/i�//. .a o 'o 0 �� a o 00 + o' v 0 �° �o o° i AIIN d = FIPE DI?�11ETER MIN. NAX. MIN. 6' SUB SURFACE DRAIN NOTES: Installation oi underdrain snall conform to sectim 718 of the Indiana Department Cf iranporlaucn Standcrd Specificolions. Underaains shatl not be instoilea �ntil final grading and compaction is com;.lztea on su�grade. Any contaminaticn oi underarcm �eckfdl snatl De romoved priar to instulation of aggregatt base. Underdrams shaU not bt �stWled until ulilities located Deneath lhe underdrans are in place. (i.z. watermoins, slorm sewers, sanitary sewers, ect.) PIPE UNDERDRAIN NO :CALE HAMILTON COUNTY HIGHWAY DEPARTMENT RE`AS�D: � � 93 STANDARD ?�Ail �MAUIITON COUN� OAIF ;" y-6-43 � � ...,.��.�.., �n�un nivtrrna OA1E _ RECOMENDED: APPROVED STOP Sign (R1-1) R1-1 30" x 30" R1-4 18" x 6" - �� R1-3 12" x 6" YIELD Sign (R1-2) �- YIELD Rt-2 30" x 30" x 30" SPEED LIMIT Signs (R2-1) SPEED I LIMIT 25 ` R2-1 24" x 30" NOTES: 1.) Signs shall be single foced with Enqineering Grade rei1ectorizetl shz_ting cn O Q80" [hick alum�num sheet malerial per INDOT Slandard Specificaticns 912.10. 2.) Posts sholl be 11'-0' lonq, 3 Ib/ft green poinled or galvaniz:d cncrnei sign posl , per INDOT Standard Specificalion 909.14. 3.) AU sign sites, shcpes, colors and materiol sholl meel Ihe Indiara Manual on Unifarm Trai(ic Control Devices. TYPICAL SUBDIVISION REGULATORY SIGNS r,o sc��E HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: � _�� 4-5-93 STANOARD PLAN N�uiLfON CWrv1Y ENGWEER D�iE ��-- . ,_ - �-� r-�- Q.� -1 nAUIlION CWNfY OIRECiOR ._ DAiE RECOMENDED: APPROVED: U➢�ITY E�SEuENT AIINIMUM S-.CK OF I I I� I I ¢ I � � I � � ( � � I � U I � z < I � I I I � I W 25' R w OM I 3. RB 3 3 � � 3 t � 3 � , 25' w� � t � � i a � � < Rw� 3� Mlt 8A( I � c� � < U � J 1 � unu EASEA� iM FROM )F CURB � I I I � � ' �II I� � 0 0 ADAPTER ASSE618LY RECOMENDED: APPROVED: fY ;NT I I I I I I I ( � I I I I I � ��lOTES: I i R/W shail be increased when roaa widlh (b-b curbs) exceeds .i0�-0�. 2.) Only gas & water ut�ilies are allowed lo be bcaled in R/W. All olhers shall be locotea in the ulility eosements, except to cross road. 3) Seviations will require o varianc: during the permil process. MIN 6"x24'xOJ00 AlU w1TH OOUBLE fACED C REFIECTORIZED ENGI��EEF �CKGROUNO PER STANDAI SEC. 9t2 10 aND 4' � ECTORIZED ENGiNEER CRl ASSEI�BLY (SEE BELOW) 3 LBS /FT. GREEN PAINTED CHANPJEL SIGN PUST PER S SEC. 909.14(� DRivEN OR SET ir COMPACTED BACKFIU NOTES: 1.) Privote Streets sholl be so indicaled on Ihe kft hand side o( lhe sign w�th Jual line 1 1/2� black lellers on yellow relleclorized backqround preceding Ihz streec name. 2.) One siqn assembly shall De located al each interseclion on lhe northeast arrer wnen possihle. 3.) Slep signs shall not be inslalled on the street nome sign posts. SUBDIVISION STREET NAME SIGNS NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: STANOARD PLAN � �_/ _ ?�- i g� MANIUON CWNtt ENGNEER OAiE �' s/-.t - 9? � � c°'�-� oAic � �uu�itor+ c oia�cro� TYPICAL UTILITY LOCATIONS ON A LOCAL ROAD t!0 SCAL[ HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: _� ��j � _ s- , j STANDARD PLAN H�YIlION CWNIY CNGt ER DAiE �'-s-9.3 �'2 IIAUILlON CWNfY O�RECTOfi __ OA1E C S MAJOR RoAo MIN. 6' �o + � � 6't l0 12�t MINOR CROSSROAD AIAHhEp OR II UNMARKED � �� CROSSWALK STREET NAME _ _ _ + SIGN N E. CORr�ER) _ _ ! SICEIYALK F � � � STOP SIG� FACE OF CURB -� I 1' MIN. C $ URBAN INTERSECTION NOTE: Additionol in(ormotian may be found in the Indiona Manual on Uni(orm Traific Control uevices SUBDIVISION SIGN PLACEMENT NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REb1SE0: - � �� -� � 3 STANDAF.G PLAP! RECOMENDED:--- —"'�" „�i10n CW�NUt+EER — D�TE APPROVED: y-.r��9'� - � _ � n�Wiia� cour+n oir�cra+ o��c 40 FT. HALF R/W 1 q o,,. 12'-0" P4VEMENT � 7'-O" 7'-O" MIN. il'-O" MIN. z�-0�� - I'-O" IN. TYP. SLOPE: � � � w M I/2" PER FT. ��_�•• SLOPE: S�OPE:I/4" PER FT, I MIN. I/4" PER F. SLOPE: I/2•• PER FT. SLpPE 4�� \ � SIOPE 6: I 1 3 . . L, 6.. 4.. � �+- n7S STONE S�DEWALK WNERE REOUIRED w O Z J � I PAVEMENT SECTION p^S REOUI4ED � � � � ; BY ORDIN4NCE I � E OF SIDC DITtH � HAMILTON COUNTY HIGHWAY STANDARD CR4SS—SECTION COLLECTOR STF2EET w /Q CURB . SCALE: I"= 6'-0" ' VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER. •* 5'-0" WHERE REOUIRED BY ORDINANCE. ..• ACTUAL WIDTH TO BE BASED ON HYDRAULIC REOUIREMENT OF SPECIFIC SITE. n � v � o � m z 0 0 0 � � _ � c c r g g O g � Z � � O � —� _ � _ � D '""� �� V � m z � � � � m a 5 CZN o m D � � � ° -P z � � C� � 8 L � N �U �- � Z wc G �N 6i.. Q Ll1 ^ � N � N � � ❑ Q � � O _ � U � ? � C7 Z j � � Q o O U c, Z d LO � 1� � J � � Q � = W � Z ❑ w � > O � U �-. � Q � � � � � � c�o� rv, Euc�rac a� �MIN' �AMO a a I` �IIC�EPIIO��[ liNES, uAY ec aumm ioc�nrR az � �8' 1H' � z� I? WIINDEPEHD[NTLY ANTVMERE a o v� N1TWN 1FtE EASEIIENT. � ` .¢., I(uWiuUU OF 2/' DEEP IN �, CUUBINED DRANAG(, . I I uil�iTVUS(uENC) � _ -�_________ ___________ _ � I - cns i iri� � � �(MIN. 42' DEEP) O WATER IAAIN (MIN. 48" DEEP) —�" W w w TAP TO HOUSE (TYPICAL) Conduils lor fulure ulilily crossings moy be installed olter underdrains k pnor to arb dc povemenl if desired lo avoid fulure bores al 48�. Deplh shall be 24' below lop o( back of curb. NOTES: 1.) All lops, lalerols, pushes, bores and other underground road crossings for oll utililies sholl be al a minimum o( 48� below lhe povemenl surfoce lo ovoid dellettions which will domoge Ihr underdrain syslem 2.) All ulililies lo be inslolled under Ihe rood or curD sholl be inslalled prior lo Ihe underdroins il o Irenchinq operolion is lo be used. Subsequent to the underdroirs being insldled, NO Irenching or plowing will be allowed across lhe rood or curb suDbase (or utility inslallalions within lhe r/w. In no evenl sholl aUing ol Ihe ospholl binder, s�,rloce or concrete be ollowed. No underculling ol in ploce curbs will be ollowed. 3.) Any repairs lo Ihe underdrain syslem shall be inspecled by lhe Surveyor's 011ice when o requloled drain is involved, ulherwise hy the Ilomillcxi Counly IGghway Deparlmenl. 4) Waler lop & gas lap pits sholl be gronulor backGlled lo within 10" lo Ihe iop ol curb. 5.) ihis lypicol detoil opplies only to roads hoving lhe R/W and easement charocteristics as shown on lhis plan. 6.) All deplhs measured irom tap oi Dock of curb. 7.) Uevialions will require a vorionce Irom lhe Counly Engineer. TYPICAL UTILITY LOCATIONS AND LOCAL ROAD CROSSING DETAIL NO SCALE AL L AN H. 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