Loading...
HomeMy WebLinkAboutSW4210703_Plansheet (2) - Plan/Profile_20211203U c RESTRAIN ALL FITTINGS AND STRAIGHT J L PIPE BOTH SIDES. PER DIPRA O BEFORE YOU -DIG! CID CALL 811 3 ti Z N.C. ONE —CALL CENTER IT'S THE LAW! STA 1 +01.27 f I Q� � CL ®CL INTERSECTION /` �• O � �� r , 04 � � � STA 0+86f N Lo CUT IN 8" x 6" CROSS LLJ 8" G.V. &BOX (2) 6 G.V. &BOX Z � � N � V) ,) U op 8" PLUG AT END w w zxz � Ar �O U --'__EFT�OW Cj NCDOT NOTES: � Z w O � -"" ` j1 •G � o w / / 1. ALL MATERIALS AND METHOD OF INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR IN CONFORMANCE WITH N.C.D.O.T. STANDARDS. W ,Ea � a- w � �D = _� �j D• � � J � Q __ L ALL SIGNS SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE z � 7+5 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) & NCDOT STANDARDS. � O ~ 78 .;3. 2. THE CONTRACTOR SHALL. CONTACT PERSONNEL OF THE N.C.D.O.T. AND U �+•��'='wl DAVIDSON WATER INC. 5 DAYS PRIOR TO ANY CONSTRUCTION ACTIVITIES. RCP STORM ADRAINAGEEASEMENTS ED � � 4. THE 20' E�.A SHALL BE PRIVATE AND MAINTAINED 40 L.F. 16 \ `•---.,.,.,a C3 � w --�/ CL INTERSECTION BY HOA AND WILL NOT BE MAINTAINED BY N.C.D.O.T. � � STEEL ENCASEMENT 0•! + STA 3+58.48 {SEE PROFILE) W L "-'.`'•o,,� � (= STA 7+22.57 = / ROAD 'A') NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS -STANDARD DETAII. 7 00 1 Z •°,,e\�P`• /' dr'''• / RIGHT OF WAY 25 STA 8" 3+72.48 X 8" TEE � ti W � s• s� zo' s• s• / (2) 8" x 6" REDUCERS 2) 6" G.V. &BOX NOTES: � :uNi S �,od N N �z.• � DITCH SHouLDER PAVEMENT MOULDER DITCH Tq�Y 1. NEW ROAD WILL BE CONSTRUCTED TO N.C.D.O.T. STANDARDS,- INCLUDING d � d0••''••• DRAINAGE STRUCTURES AND PIPE, AND WILL BE A PUBLIC DEDICATED ROAD. ••• •' ��'�,N �-�; �/4`/�• 1/4"�T• �•�• $EE S� EAD�w `,T 2. ALL RESTRAINT PIPE FITTINGS INSTALLATION SHALL FOLLOW DIPRA RESTRAINT PROGRAM. � .•`°° 3:1 3:1 3:7 3: EET �• 3 3. THE LOCATION AND ELEVATION OF THE EXISTING WATERLINE IS NOT KNOWN AND WILL BE VERIFIED BY THE CONTRACTOR. LOCAL RESIDENTIAL ROAD ems. O N 1' SF 9.5B VEGETATED SWALES SHALL BE 1.5'ss.58 � O N MATTED DURING CONSTRUCTION Elry "' ABC 00 26 770 00 .04 0 o