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Home My WebLink AboutSW3220305_Plansheet C-000-803 - Misc. Detail_202206156 m 0 J U U Q a L0 N N_ N N O N lii Q 0 I- O J M O 00 6 0 0 U 00 L0 lii a z w J IL 0 r N 0 a U m U C 1 2 3 4 5 6 BOLT(S)ON MH FRAME. PROVIDE BOLTDOWN COVER(S), ONLY 8" SEE NOTE 4 WHERE SPECIFIED CL „ If BrownAND 3/4 DIA "o) SEEN TE 4 • � O � BOLT(S) ON MH FRAME. PLACE MASTIC c° _ HOLES (TYP) VARIES BETWEEN GRADE RINGS VARIES PROVIDE BOLTDOWN COVER(S), Ca dwel ti (0" MIN-12" MAX) (0" MIN-12" MAX) ONLY WHERE SPECIFIED ENVIRONMENTAL ENGINEERING AND CONSULTING M O O VARIES 309 East Morehead Street, Suite 160, Charlotte, NC 28202 N ALTERNATE GRADE RINGS (0" MIN- PLACE MASTIC VARIES (704)358-7204 2 1 /4" 8 1 /2" _ AS REQUIRED 12" MAX) BETWEEN GRADE (0" MIN- North Carolina Board of Examiners for Engineers and o HOLES 12" MAX) Surveyors License No. F-0785 RINGS PLAN � CONE SECTION GRADE RINGS D MH STEPS AS REQUIRED D 0 0 6x8 TIMBER POST 16" O.C. (TYP) 6p PRECAST CONCRETE CONE SECTION RISER SECTION WITH FLAT SLAB UPPER SECTION CO N HORSESHOE CUT-OUTS MH STEPS Cy oI�1 FOR EXISTING SEWER PIPE ALLOWED ONLY WHERE DEPTHS WILL 15" O.C. (TYP) ��.� I NOT PERMIT CONE SECTIONS ��,•�� CiAR� ��# W-BEAM WOOD POST W-BEAM BLOCK FOR M STEPS ?•�oFEss�o�q�q MONOLITHIC CONCRETE BASE AND e • 1 " O.C. (TYP) COLLAR PLACED UNDER EXISTING FLAT SLAB UPPER SECTION : Q • WOOD POST CAST -IN PLACE SEWER MAIN WITH EXCAVATE TRENCH EXISTING �L SPLICE BOLT SLOT (TYP) MANHOLE KEY WITH FORMED IN -PLACE STD, SEWER LINE ALLOWED ONLY CO WWHERE SE DEPTHS WILL 365 nr MANHOLE KEY. NOT MH STEPS 29/32" x 1 1/8" FACE OF 4" 1 O.C. (TYP) �,�� ENGINE ;� •O� ELEVATION GUARDRAIL 18" MIN �'" ••. n ..... a 3/4"PIPE •,FiQ� Y v tG,��• 2�_0�� ° DIAME ,ER END SECTION 1 3/4" POST BOLT ?8°' MIN .. f RESHAPE - MIN WASHER AND ° 12" MIN INVERT NOTES: 5/8"x18" BUTTON D 1. MANHOLE RISERS AND CONE SECTIONS HEAD BOLT W/ ° s SHALL CONFORM TO ASTM C-478, LATEST MONOLITHI CONCRETE o 0 0 0 <00 6" REVISION. 7/32" OVAL GRIP q ' i AND RECESSED 6" MIN DEPTH OF COMPACTED AND LEVELED 2. TRANSITION RINGS SHALL HAVE A MINIMUM W-BEAM HEX NUT WASHED STONE EXTENDED AT LEAST 12" CLEARANCE OF 2'-0" ABOVE THE EFFLUENT PAST CONCRETE ANTI -FLOTATION COLLAR TO 2NEW SEWER F �' MH STEPS OVERT ELEVATION. GUARDRAIL UNDISTURBED EARTH OQ F• LINE WITH PER STD n1 FLEXIBLE SPEC CONNECTOR PRECAST CONCRETE 3. MAXIMUM HEIGHT OF GRADE ADJUSTMENT NOTES. NOTES: RISER SECTION RINGS SHALL NOT EXCEED 12". STACKED ON CAST -IN PROPOSED 1. TRANSITION RINGS SHALL HAVE A MINIMUM CLEARANCE OF 2'-0" PLACE KEY 4. NORTHING/FASTING LISTED ON PLANS FACE OF FINISH GRADE ABOVE THE EFFLUENT INVERT ELEVATION. 3/4" PIPE FINAL DRAWINGS - FOR REVIEW 1. BEAM GUARDRAIL POST DIAMETER INDICATE THE CENTER OF THE MH RIM AND C SPACING SHALL BE 6'-3" ON CURB OVER MONOLITHIC EXISTINGO SEWER MAIN NCRETE PLACED - NOT THE CENTER OF THE MH STRUCTURE PURPOSES ONLY - NOT 2. FLEXIBLE WATERTIGHT SYNTHETIC RUBBER SLEEVES, WITH 4 C c�1 CENTERS. FOR ECCENTRIC MHs. RELEASED FOR CONSTRUCTION W STAINLESS STEEL CLAMP, DRAW BOLT AND NUT; OR CAST -IN SECTION A -A � O LU SLEEVE; OR "A" LOCK CONNECTION SHALL BE FURNISHED FOR (NTS) d 5. SEE 33 05 13.16 FOR ADDITIONAL 2. BEAM GUARDRAIL POST a ao O EACH NEW PIPE TO CORED MANHOLE CONNECTION. SPECIFICATIONS. SHALL BE EMBEDDED AT co w 3. MAXIMUM HEIGHT OF GRADE ADJUSTMENT RINGS SHALL NOT LEAST 3'-8" BELOW FINISH w EXCEED 12". WSACC GRADE. 4. NORTH ING/EASTING LISTED ON PLANS INDICATE THE CENTER OF THE MH RIM AND NOT THE CENTER OF THE MH STRUCTURE FOR a 4 ECCENTRIC MHs., a 5. INSIDE THE MANHOLE, FORM TROUGH WITH GROUT, FINISH INVERTS AND WATER PROOF ALL COLD JOINTS AND AROUND ALL PIPES. MODIFIED CITY OF CONCORD STANDARD DETAIL MODIFIED WSACC STANDARD DETAIL S2.0 ROCKY RIVER M GUARDRAIL N DOGHOUSE CONCRETE MANHOLE P STANDARD PRECAST CONCRETE MANHOLE REGIONAL VARIES SCALE: NTS VARIES SCALE: NTS VARIES SCALE: NTS WASTEWATER DOUBLE CHECK VALVE ASSEMBLY �I PRECAST, POLYMER CONCRETE W (2' MIN) GENERAL NOTES: TREATMENT PLANT SHUT OFF VALVE # 1 ggHYT OFF VALLV�p # 6" 1. HYDRANTS SHALL BE MUELLER COMPANY - MODEL: SUPER CENTURION 250; AMERICAN FLOW CONTROL - MODEL 5Y4" PHASE 3 EXPANSION RESILIENT SEA 8 GATE CHECK VALVE #2 VE IE WITHEAY[b#GEEL TRENCH WITH GRATE MIN B-84-B; MEDALLION; OR EQUAL WITH BLACK PRIMER FINISH. VALVE WITH HANDWHEEL OPERATOR. SEE NOTE 5. CHECK VALVE #1 71 OPERATOR. SEE NOTE 5. __ `_ z 2. HYDRANT SHALL HAVE INTEGRAL SNAP -TIGHT STYLE STORZ CONNECTION WITH 5),4" VALVE OPENING, OPEN LEFT, %" PENTAGON NUTS, TWO-2 Y2" NST CONNECTIONS, ONE-5" STORZ CONNECTION, DRAIN HOLES OPEN, AND 6" MJ SHOE. REVISIONS 7 / /3. MINIMUM BURY DEPTH OF S-6". TEST COCK 4. ALL HYDRANTS SHALL STAND PLUMB. HYDRANTS WITH PUMPER NOZZLES SHALL HAVE HOSE NOZZLES PARALLEL WITH, AND REV DATE DESCRIPTION RESTRAINED o o II FLOWy RED NOTED Q 4 THE PUMPER NOZZLE PERPENDICULAR TO, THE CURB LINE. ALL HYDRANTS SHALL BE ORIENTED SO THAT THE PUMPER i? NOTE 4 T = NOZZLE FACES THE CURB OR AS DIRECTED BY THE CITY. B 5. HYDRANT SHALL BE LOCATED AT LEAST 3' BEHIND THE CURB AND LESS THAN 10' FROM THE EDGE OF THE ROAD PAVEMENT B � IIIIIII-III-I I I II- I I� III -III-' OR AS DIRECTED BY THE CITY. SEE NOTE 2. _ 6. ALL OTHER MATERIALS AND INSTALLATION MUST CONFORM WITH THE TECHNICAL STANDARDS OF WSACC AND CITY OF RIGID PIPE 12" MIN. CONCORD. SEE NOTE 4. 30" MAX. SEE NOTE4. NOTE: TRENCH TO HAVE BUILT IN SLOPE OF 0.6% 1 ;I I F FIRE HYDRANT PAINT COLOR CODE REQUIREMENTS: 3H:1 V -III ALL NEW FIRE HYDRANTS SHALL BE PAINTED SAFETY RED, HYDRANT TEE _ G�UNDI� PRECAST POLYMER SHERWIN WILLIAMS SW4081 LVR 11% OR EQUAL. I-III-i i i i- i L--------- = i-i .. CONCRETE TRENCH DRAIN RIGID PIPE - - RIGID PIPE SEE NOTE 4. P� N, 4-�NC�Sp p( P,�& AT MIN. SEE NOTE 4. III R��UIR�D BEYTSYSTEM�SIGNER III C-0�� 2 SCALE: NTS Z RESTRAINED RIGID PIPE TO 5' PAST ffNOTE 4 BEND. SEE NOTE 4. FILL PIPE WITH CONCRETE AND DIAMETER ELEVATION DOME AT PIPE TOP, TYPICAL N.T.S. 8" DIAMETER STANDARD - - - - - SHUT O F CHECK CHECK SHUT O,FF VALVE 1 VALVE #1 VALVE #2 VALVE # 2 STEEL PIPE DOME CONCRETE AT PIPE Z SWALE HEIGHT (H) (FT) WIDTH (W) (FT) 1 1.00 4.50 2 0.75 4.00 3 0.75 4.00 4 0.50 2.75 5 0.50 2.75 6 1.00 4.00 7 1.00 4.50 FOR ALL FIELD PAINTING, ALL SURFACES SHALL BE SANDBLASTED GATE VALVE AND PROPERLY PREPARED ACCORDING TO THE PAINT MANUFACTURER'S RECOMMENDATION PRIOR TO PAINTING. ALL FIRE LINE IS 2 INCHES AT FULL SIZE HYDRANTS AND ANY PORTIONS OF THE HYDRANT ASSEMBLY o O o 0 EXPOSED TO VIEW (ABOVE ADJACENT GROUND ELEVATION) SHALL BE ° PAINTED WITH TWO (2) OR MORE EVENLY APPLIED COATS OF o Op O O HYDRANT ENAMEL PAINT. HYDRANTS WILL BE RETOUCHED / 0 DESIGNED: D. WRIGHT REPAINTED AS NECESSARY AFTER INSTALLATION AND PRIOR TO O O 00 ° ACCEPTANCE. RESTRAIN WITH DRAWN: R. JAMES ROMAC GRIPRING CHECKED: K. DEVENDORF OR MEGA -LUG RESTRAINT SYSTEM CHECKED: D. VARJABEDIAN APPROVED: K. DEVENDORF SUPPORT, 4-INCH THICK PAD AT MIN. AND CONCRETE FOOTINGS AS REQUIRED BY SYSTEM DESIGNER__*_I ° R-� I " STEEL PLATE FLANGE o Q FILENAME 3�8%1'-0" SQUARE 3 4 RIPRAP 154689-C-000-803.DWG 'TEST ocK #1 -� 30.5" MIN' BC PRO U PROJECT NUMBER L____________-_____-___-_-___-_-___-_____-J CONCRETE SLAB ON GRADE 156673 PLAN SOME LOCATIONS �-III-III-III=I CLIENT PROJECT NUMBER NOTES: N.T.S. _ 18" MIN. AS REQUIRED BY 0 0 0 0 MANUFACTURER OF 1. 6" - 10" RP SHALL BE SUPPORTED WITH ADEQUATE SUPPORT PEDESTAL(S). 10" DIAMETER STANDARD II II GEOTEXTILE FABRIC. - #57 STONE FIRE HYDRANT CIVIL STEEL PIPE AT REMOVABLE II II MIRAFI 140N OR / / / / / GRAVEL TO 2. A HEATED ENCLOSURE SHALL BE INCLUDED FOR THE ABOVE GROUND BACKFLOW ASSEMBLEY. Z APPROVED EQUAL \�\�� 6' ABOVE GUARD POST 1 II I I_ 11 WEEP HOLE A 3. 2 2" TO 3" BRASS, K-COPPER OR GALVANIZED PIPE, 4" TO 10" DIP. RESTRAINED JOINTS SHALL BE WITH MEGA LUG 11 II I RIPRAP LINING FOR SWALE 4 O BURY-3' 6" MIN. A RESTRAINTS OR APPROVED EQUAL. NOTES: I I I II UOO STANDARD DETAILS 4. 21" - 10" DCVA INCLUDES SHUT OFF VALVES #1 AND #2 AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL BE -II I II NOTES:2 1. BOLLARDS SHALL BE NOT LESSPERMITTED. a°. oa ; . • ° THAN T AWAY FROM THE -III L=J 1. REFERENCE THE GRADING AND DRAINAGE 5. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE #1 AND IS PART OF THE APPROVED ASSEMBLY. PROTECTED OBJECT. Z DRAWINGS (300 SERIES) FOR SWALE LOCATIONS. 801b BAG OF STONE PAD CONCRETE MODIFIED CITY OF CONCORD STANDARD 2. BOLLARDS SHALL BE SPACED NOT - 2. THE MINIMUM SLOPE FOR ANY SWALE IS 1 %. DETAIL MORE THAN 4' ON CENTER. MODIFIED CITY OF CONCORD STANDARD HYDRANT ASSEMBLY DETAIL BACKFLOW PREVENTER (a:) BOLLARD TYPICAL SWALE SECTION � FIRE HYDRANT DRAWING NUMBER C-000-202 SCALE: NTS VARIES SCALE: NTS VARIES SCALE: NTS VARIES SCALE: NTS � C-000-803 1 2 3 4 5 6