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HomeMy WebLinkAboutSW3220305_Plansheet - Misc. Detail_20220325 (5)0) a �o 0) 0 J U Q Q 0 M _o N N O N M N lii Q 0 O J LZ N 0 0 0 0 U 6 00 LO lii a z w J ILL 1 2 3 4 1 5 6 TYPICAL VERTICAL TRENCH TYPICAL UNRESTRICTED TRENCH 3/4" V277 BrownAND • HOSE VALVE SHEETING OR SHORING , CAST IRON LID AS REQUIRED Caldwell • C4X5.4 CHANNEL 2" SAW CUT 6 STIFFENER MIN. REPLACE PAVEMENT TO MATCH (TYPICAL) EXISTING WHERE REQUIRED ENVIRONMENTAL ENGINEERING AND CONSULTING CONCRETE PAD AT GRADE 309 East Morehead Street, Suite 160, Charlotte, NC 28202 (704)358-7204 RISER SAME SIZE ,\\/���\/��� / NOTES: North Carolina Board of Examiners for Engineers and 6 MIN TYP / Surveyors License No. F-0785 AS HOSE VALVE / Z=z� 1. INITIAL BACKFILL: SEE TABLE A, SPECIFICATION 31 23 00. SEE SPECS / J \� \ \ / / // FOR SUBGRADE // 2. SUBSEQUENT BACKFILL: SEE TABLE A, SPECIFICATION D I u ATTACH RISER TO /�/� a o ���\ REQUIREMENTS / D o I STIFFENER WITH 31 23 00. \ SLOPING SIDES / 00 I U-BOLT. �j�/j�/j \\�\\�\�, ALTERNATIVE EXTENSION ROD REQD W/ 2" CONSTRUCTION (TYP) / 2'-0 x2 -0 x8 OPERATING NUT 1' BELOW / , ��� SUBSEQUENT BACKFILL �� -CARS CONCRETE PAD REQD GRADE WHEN VAVLE IS / •�t� IF NOT PENETRATING OVER 3' BELOW GRADE SEE PLAN AND PROFILE / ,•` ••.....99699..e• •• SHEETS FOR BACKFILL. TYPICAL TRENCH LIMITATIONS: '•�J .�FESS/0� •' / VARIES Bd =WIDTH FROM BOTTOM TO 12" ABOVE PIPE z� '9�•� SLAB CLASS DESIGNATION VALVE BOX BY VALVE (TYP). SEE NOTE 3 ��. / W =CLEARANCE TO WALL, EXCLUDING SHEETING, I.E. TO �. ; SEAL Z SLAB OR GRADE Bd EARTH sue. C _ s 365 MANUFACTURER (SEE \ / D =PIPE INSIDE DIAMETER, I.E. NOMINAL PIPE SIZE SPECS) (TYP) Bc =PIPE OUTSIDE DIAMETER'' '.•�-1�� W (TYP) / Bt =DEPTH OF BEDDING FROM INVERT OF PIPE TO ••,�� Y•••••vtG;;�•` •• I / BOTTOM OF TRENCH ��������E��N ' I I ' °• — — OPERATING NUT Bc \ 12"MIN. (TYP) 02/20/22 9:48 AM (TYP) ` VALVE SEE VALVE BOX DETAIL THIS SHEET INITIAL BACKFILL �y o SEE NOTE 2\j co �p WATER ,\\ VARIES SUPPLY LINE D, IN. W MIN, IN. Bd MAX, IN. Bt MIN, IN. 0-6 6 Bc +24 3 8-24 8 Bc +24 6 27-60 12 Bc +36 12 OVER 60 18 Bc +42 12 INSTALL 2 CUBIC FEET OF SELECTED 1 1/2" TO 1" GRAVEL - - i AROUND VALVE BODY0 \ FINAL DRAWINGS -FOR REVIEW C PURPOSES ONLY - NOT C VALVE BODY RELEASED FOR CONSTRUCTION NPW MAIN - 1" BEDDING � Bt (TYP) RESTRAINED 1" GATE TAPPING SADDLE VALVE /\//\/� TOE PENETRATION OFWSACC SHEETING AS REQD \�% (T) 3/4" NON FREEZE POST HYDRANT VALVE BOX TYPICAL TRENCH SECTION VARIES SCALE: NTS VARIES SCALE: NTS VARIES SCALE: NTS ISO 1405UNO # He Stv Pot Ilc ktoy + HSA51800110 ' ROCKY RIVER REGIONAL 1 WASTEWATER TREATMENT PLANT MAINTENANCE CANOPY Q PHASE 3 EXPANSION z 3 4 STONE \\ j\\� 00'' REV DATE DESCRIPTION / GEOTEXTILE FABRIC. / /\/\ __ B M I RAF 1140N OR APPROVED EQUAL #57 STONE 1/8 BEND CLASS E CONC 5' MIN.//\\> N ENCASEMENT 1/8 BEND CLASS E CONC \%\ \/\\ENCASE LOWER ONE PIECE STD 180o LENGTH PIPE LINE IS 2 INCHES AT FULL SIZE 1/8 BEND WYE DESIGNED: D. WRIGHT co/ Q DRAIN /\/� STD PLUG DRAWN: R. JAMES CHECKED: K. DEVENDORF 2'-0 LENGTH OF CHECKED: D. VARJABEDIAN PIPE 7 APPROVED: K. DEVENDORF FILENAME O O O O O O O O O O O O O O 4" MIN CAST BELL FLUSH 154689-C-000-802.DWG UNDISTURBED SOIL WITH CONCRETE BC PROJECT NUMBER UNDISTURBED SOIL ENCASEMENT 156673 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CLIENT PROJECT NUMBER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o CIVIL 6" PERFORATED PVC PIPE 0.5% MIN. SLOPE TO DROP INLET MEETING THE REQUIREMENTS A OF ASTM F758/AASHTO M278 A STANDARD DETAILS SECTION A 2 DRAWING NUMBER FRENCH DRAIN CLEANOUT TYPE I CLEANOUT TYPE II C_000.802 VARIES SCALE: NTS C-000-303 SCALE: NTS C-000-302 SCALE: NTS Xx SHEET NUMBER ____ OF 1 2 3 4 5 6