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HomeMy WebLinkAboutPG14Crawford [design Company © Copyright 2015 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation. BRASS. MARKER PLATE MARKED PLATE Ia NTH ANCHOR THRUST BLOCKING 3/4" CHAMFER AT LAYING �! EA. CORNER - EXISTING WATER MAIN M I PE PLASTIC ro PROTECT 5 CONDITIONS DESCRIPTION PROJECT USE CAST THE LETTERS "MV" IN - TAPPING SLEEVE • • , ONE FACE OF THE CONCRETE 4 J3 BARS MARKER AND ORIENT TOWARD ,;. A THE ROADWAY8u - ROTATE MARKER TO OTHER END - a' -o• FOR BLOW -OFF i NOT USED. FLAT BOTTOM UNDISTURBED VALVE No. SPIDERS SUPPORT CARRIER PIPE IN CASING ENaos ENDS wmH I EARTH TRENCH, LOOSE BACKFILL TAPPING SLEEVE SHALL BE RDMAC BRAND % e- BRICK MASONRr jL /� 8 20 O MODEL SST MANUFACTURED WITH 316 T BM _4__ +-4" SO. PRECAST CONIC. I STAINLESS STEEL. CENTER LINE CARRIER PIPE -` POST (4000 P.S.I.) 25 FT. t TAPPING VALVE ( t PLATE WITH VALVE NUMBER, WITH VALVE BOX TYPE 1 DIRECTIONAL ARROW -POINTED o TO MARKED VALVE. & DISTANCE TO THE NEAREST FOOT NEW WATER MAIN j STEEL CASING PIPE -.� SLOPE TO DRAIN ---F-- 'A GRAVEL I �` 2• WEEP HOLE-• `' FLAT BOTTOMED UNDISTURBED EARTH NOT USED. TYPICAL VALVE MARKER DETAIL W jjj No SCALE ELEVATION I TRENCH, BACKFILL LIGHTLY NOTES, CONSOLIDATED TO CENTERLINE .PAINT MARKER BLUE AFTER INSTALLATION i ®r�) ,. I OF PIPE. TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL b"J_ �. NO SCALE \. 5 TYPE 2 FINISHED GRADE o a 9IX.T5 TO PIPE d I' .. 4 4 c �...•- BACKFILL TO EDGE C 4 z HEAVY DUTY j PIPE BEDDED IN 4" MININUM ALL DUCTILE O q ! a -�""'• STEEL sKms {o-7 ----- ' `' JOB EXCAVATED MATERIAL. IRON GRAVITY Q y d SEWER LINE. L) (SEER CARRIER EEOVERMINEO BY �� BACKFILL LIGHTLY CONSOLIDATED � � x SIZE OF STEEL CASING AND .✓ E+ i -. TO TOP OF PIPE. w INNER PIPE.) E-4 U z PRECAST CONCRETE PROTECTION RING STEAMER " , TYPE 3 W A +- AS SHOWN PRECAST CONCRETE � � CONNECTION SECTION A' "Z a H ,., EDGE ON PLANS PROTECTION RING o OF z ROAD ALL PVC WATER '�C " PIPE BEDDED IN SAND, GRANULAR LINE AND PVC M a RAILROAD t `-"�. 1 ` MATERIAL OR GRADED GRAVEL TO FORCE MAIN, 2 1/2" HOSE P�MENT (oNE oR wo / THE DEPTH OF 1/8 PIPE DIAMETER, CONNECTION •� ! I 1 1 ' s' -o• M. COVER OR As SHOWN�.-•-� ( � �' . 2 , 4" MIN. JOB EXCAVATED MATERIAL >00 W oN THE PLANS. t" COMPACTED TO 4" ABOVE TOP OF PIPE. u S' ns s oER j (AASHROOX� 95�� STANDARD PROCTOR, 6' G.V. & BACKFILL aWUXI _ a THE PUNS C. I. BOX `1 6' WATER n'� n » x v S TYPE / LINE (7 STONE MIN) TRANSITION HITTING As �, ,, 3 X VALVE BOX VALVE OPERATOR NUT p r q ,:' :;•--------------_.. _. p ®' u ii BTL aslc PIPE { PI BEDDED CENTERLINE SEVERALL N LiNE.AVITY J PE TO ITS TE o I • GOING, ` oucn E IRAN I IN COMPACTED GRANULAR MATERIAL H r.:• BLOCKING BRICK aasuRE r •.. .� PIPE CARRIER I I r, 4" MIN. UNDER PIPE. COMPACTED r' L' (SEE NOTE) �•f a„",. ,h .A i GRANULAR OR SAND MATERIAL TO 6" HYDRANT TEE 4-3/4” TIE BODS WITH BRACKETS j i' 4"ABOVE TOP OF PIPE H`e, SEE DETAIL) WEEP HOLE TO PROFILE { (APPROX. 95% STANDARD PROCTOR, o NOTE" ( REMAIN OPEN i ''-`� AAS HTO 1-99) m TYPICAL VALVE BOX DETAIL(WW� TIE HYDRANT TO MAIN LINE w E RODS IN LIEW of CONC. TYPICAL BORING & ,JACKING DETAILKW TYPE 5 V J NO SCALE 2 �" � TYPICAL PICAL LAYING CONDITIONS _DETAIL _ W BLOCKING IN SANDY SOIL NO SCALE NO SCALE ^! A TYPICAL EIRE HYDRANT INSTALLATION DETAIV'W� NOTE& _-- 1, INSTALL METER AT R/W 3 VALVE BOX No SCALE 2. 'TWD (2)-3/4' SERVICE LINES MUST BE INSTALLED e8 INSIDE A 2' SLEEVE' w L66' EXCESS IN X PUCE EMPTY VALVE BOX AT INTERVALS WERE y 3. 'TWO (2)-1' SERVICE LINES MUST BE INSTALLEDDPED w TRACER WIRE VA.YES DO NOT OCCUR k PLACE TRACER WIRE aac INSIDER 3' SLEEVE.' ti IN w 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE. z NOTE HOLE EXISTING STORM SEWER a- j 5, SEE DETAIL FDR SERVICE MATERIAL AND METER PRECAST CONCRETE PROTECTION RING O SETTING IN RAVE I1ox BACKFILL TO EDGE M m FORTRACS W FINISHED GRADE a 6. SERVICE LINE E SHALL BE 3' BELOW FINISHED GRADE e ' r " • . 4 MIN, D SIDEWALK, g" DhAI i I; T RAW NOTE: NOTES: ENCASEMENT AREA TO INCLUDE 6' AT PIPE NIT PONS. MULTIPLE 1. CONCRETE SHALL BE 3,000 PSt MIN. DUCTILE IRON PIPE ONLY r Y,.� VALVE BOX VALVE BOX V / VALVES, RUN WIRE UP AT ONLY 2, CONCRETE FOR THRUST BLOCKING SHALL BE KEPT ONE VALVE FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE7 : SHAPE MORE EASILY FORMED WITH THE WIDEST SINGLE 12 AWG SOLID CORE PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL. ! 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. SIDEWALK 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED WATER I ' MAN O WITH 10 MIL. POLYETHYLENE PRIOR TO POURING I BLOCKING. — 2' PVC SLEEVE W/ 3/4' CARRIER I- 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN X < Z P.V.C. PIPELINE ON THE THRUST BLOCKING SCHEDULE. y I LENGTH OF ENCAS T �,•/ O TO BE STORM SEWER g `'_. �, ._..,..._.. ..,•.,,._„..._..__.._._. PIPE PLUS O.D. PINS STREET til d TRACER WIRE 70 BE WDGATE VALVE ON PLANS.AS SHOWN WATERMAIN V) (n U UNDERNEATH WATER UNE , —^- TYPICAL TRACER WIRE INSTALLATION DETAIL W I `¢ DO W 6” MIN. \ z EL O ND scaLEj ,.I [ �� 12' MIN SINGLE 3/4" SERVICES O z 1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,SRING UP TO INSIDE AND ROLL UP AT LEAST 6•-8' EXCESS '.�.:. " $ YPICAL STORM SEWER CROSSING DETAIL Vy ~ z 2. PLACE TRACER WIRE IN VALVE BOX AT 1,000• INTERVALS OR AS NOTED ON THE PIANS TYPICAL R W ' W m 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A NO SCALE BRASS SCREW TO THE VALVE Box. ,I•` A A. METERS H B 6" MIN. INSTALLED 3' DFF - UJ z k _ PROPERTY LINE IL J Z A of EL 01 0 BRKK SUPPORT ,� HYDRANT .TEE Il F H `) ON EACH SIDE 1t (0 OF PIPE '®� ..t MINA/3 C.Y. AT 3000 P.S.I. PLAN TEES F- \ PLAN BENDS TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL z ` 18" MIN. NO SCALE 1 2 I— q MIN 1/5' Df PRBTECTID� ASL. t _ RING TO BE EXPOSED \ PROTECTION RING 44 GRADE \` a �AS NOTED ONPLANS 1Y EXISTING LzLJ N i"•,:r; 4. 4 e .A .. r i CUT EXIST. PAVEMENT ROAD SHOULDER F ROAD i A ? 4 •=----:.. ,1 � � � NL1F 6' �'. � a i—. t --.i E%IST. "'� ip :EXIST. PANT. _ P _4 _. T STONE MEETING N.CD.O.T. SPECIFICATIONS y ill OR _L 18" MIN. - 10" O OR LESS COMPACTED 100 % MAXIMUM C. TO DEisrn z BACKFILL AS VALVE nux 24" MIN. - 12" o OR LESS - _- —g INDICATED ..: '.. .. g a :r? ro.. Scale: NOTED THREADED COUPLING 1 TAMPED BACKFIL: VALVE NUT ONLY ECHANICAL JOINT i VITH GRIP RING BRASS PIPE NIPPLE 2' DIA ICK TO OR LONGER TO BRING PIPE 'I THREADED SUPPORT UP TO FINISHED. GRADE P P NIPPLE VALVE BOX PIPE 90' BEND 'i.. 45' BEND 221/2' BEND 11/4' BEND TEE HIp VEVEMENF SNAIL BE CUT TO TRUE UNE Aro REMOVED BEFORE TRENCH IS CUT, 45' BEND PLUG .SIZE 4" 6. A 8" 10' B 12" 12" T A 1 8' 8' B 8" 10" A 6" 8" 8 6" 8" A 6' 8" 8 6" 6" A 8' t0" 8.... 9- 10" C 10" 12". D 16- 18" B" t5" 13" 10` 10" 8" 8" 8" 8' iD" 12" 12" 24" 10 i6 14 10 12 6" 10 ,6" 10 11 14 14 25 12" 14" _T(5aE­ 22" 16" 18" 12" 1 14" 1 14 16" 8" 10" 12 14" e" :10" 12 14" 14" le 16 18" 1 16 18" 1 30 34" 16' 26" 20" 1 16' 1 18" '12" 16" 12" 16" 18" 20" ! 20" 38" i E PIPE O.D. PLUS 18 FOR MES UNDER 33 O.D. PIPE 0,D. + 18 FOR PIPES UNDER 33 O,D. 9 " PIPE G.D. PLUS 24' FOR PIPES OVER 33" OLD. PIPE O.D. + 24" FOR PIPES OVER 33' O.D. --" NOTE: Job No.: 1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, 45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN MIN 18" c CDNCRCTF 1101 MAKING A COMPLETE SERVICE CONNECTION. PIPE NIPPLE 2' DIA EKtd MIN. 1/3 CCK AT 3000 P.S3. M1 2. SERVICE PIPING TO RE 3/4" : 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE VITH 2' THREADED PORT TYPICAL PERMANENT BLOW -OFF ASSEMBLY DETAIL W TYPICAL WATER SERVICE CONNECTION NO SCALE TYPICAL THRUST BLOCK DETAIL W _ , USING TAPPING SADDLE DETAIL W 4 No L TREivCN �N BITUMINOUS �� �r Ate_= AREAS DETAIL W _.__. _...... Sheet No.: 1 of 3 NO SCALE. T 1077 NOTE, SEE TYPICAL VALVE BOX DETAIL NO SCALE FORBRICK INSTALLATION .......... .___--.__ ............ .... ...........___--_ ___.._.._ ._..__.._..--______ ___..__. _-.._-_—_--___ __.._..__ -... _. ...._...__ ........ ----------- - ---- -- - -- - - . __ __ - - -------- ------ ----- - - THOMAS GOETZ r i L ARCHITECT, PA 1220 FORT BRAGG ROAD SUITE 200A _ P.O. BOX 53928 FAYETTEVILLE, NC 28305 TEL: (910)485-3000 EMAIL: goetzarchitect@earthlink.net food CompaW LANDSCAPE ARCHITECTURE ENGINEERING PLANNING Landscape Architecture 4 Fayetteville, NC Civil Engineering 4 Southern Pines, NC 116 N C I Spnng Street Fayetteville, NC 28301 Voice910-2210033 Fax910-221-0035 w w w c r a w I o r d el s n c o m UNION UNITED METHODIST CHURCH 2212 NURSERY ROAD EILLINGTON, NORTH CAROLINA MULTI-PURPOSE BUILDING SHEET TITLE DETAILS DRAWINGS, SPECIFICATIONS AND DESIGN ARE AND SHALL REMAN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE ARCHITECT RETAINS ALL RESERVED RIGHTS, INCLUDING COPYRIGHTS THERETO. THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED OR MODIFIED BY THE PROJECT OWNER OR ANY OTHER PARTY FOR OTHER PROJECTS, ADDITIONS TO THIS PROJECT, OR FOR COMPLETION OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. DRAWINGS MAY NOT BE REPRODUCED OR DIGITALLY. STORED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ADA AND LEGAL DISCLAIMER THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE AMERICANS WITH DISABILITIES ACT (ADA) OR OTHER LAWS. ARCHITECTS AND ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS. THE OWNER SHOULD HAVE THIS DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMITE IF IT COMPLIES. WITH ADA AND OTHER LAWS. JOB CODE: 00000000 DRAWN BY: FDW CHECKED BY: KSL REVISION: SHEET NO. C5.2 DATE: MARCH 14, 2012 HIp VEVEMENF SNAIL BE CUT TO TRUE UNE Aro REMOVED BEFORE TRENCH IS CUT, 45' BEND 'n Date' 2009 - 2. STONE AND PAVEMENT TO BE PLACED WITH LEAST INTERFERENCE m TRAFFIC. NEW WATER UNE ., SERVICE LINE t0 CORPORATION METER Drawn By: HCDPU CITN1Ckod By: W.W.R. PIPE COMPACTED BACKRU_ AGGREGATE TO BE SECURED FROM AN 3. APPROVED APPwovEO @UPRRY. EQUAL COCK—AY. MCDONALD OR EQUAL ,;': '' •� 4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE WITH WC.D,o.T. SPECIOCATIOINS, SERVICE SADDLE - A.Y. MCDONALD OR EQUAL--- STYLE HINGED 3891 FOR 3/4" SERVICE SADDLE - A.Y. MCDONALD OR EQUAL Book No.: TRENCH WIDTH. _.... _._. _.._ Pa a No ' i E PIPE O.D. PLUS 18 FOR MES UNDER 33 O.D. PIPE 0,D. + 18 FOR PIPES UNDER 33 O,D. 9 " PIPE G.D. PLUS 24' FOR PIPES OVER 33" OLD. PIPE O.D. + 24" FOR PIPES OVER 33' O.D. --" NOTE: Job No.: 1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, 45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN MIN 18" c CDNCRCTF 1101 MAKING A COMPLETE SERVICE CONNECTION. PIPE NIPPLE 2' DIA EKtd MIN. 1/3 CCK AT 3000 P.S3. M1 2. SERVICE PIPING TO RE 3/4" : 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE VITH 2' THREADED PORT TYPICAL PERMANENT BLOW -OFF ASSEMBLY DETAIL W TYPICAL WATER SERVICE CONNECTION NO SCALE TYPICAL THRUST BLOCK DETAIL W _ , USING TAPPING SADDLE DETAIL W 4 No L TREivCN �N BITUMINOUS �� �r Ate_= AREAS DETAIL W _.__. _...... Sheet No.: 1 of 3 NO SCALE. T 1077 NOTE, SEE TYPICAL VALVE BOX DETAIL NO SCALE FORBRICK INSTALLATION .......... .___--.__ ............ .... ...........___--_ ___.._.._ ._..__.._..--______ ___..__. _-.._-_—_--___ __.._..__ -... _. ...._...__ ........ ----------- - ---- -- - -- - - . __ __ - - -------- ------ ----- - - THOMAS GOETZ r i L ARCHITECT, PA 1220 FORT BRAGG ROAD SUITE 200A _ P.O. BOX 53928 FAYETTEVILLE, NC 28305 TEL: (910)485-3000 EMAIL: goetzarchitect@earthlink.net food CompaW LANDSCAPE ARCHITECTURE ENGINEERING PLANNING Landscape Architecture 4 Fayetteville, NC Civil Engineering 4 Southern Pines, NC 116 N C I Spnng Street Fayetteville, NC 28301 Voice910-2210033 Fax910-221-0035 w w w c r a w I o r d el s n c o m UNION UNITED METHODIST CHURCH 2212 NURSERY ROAD EILLINGTON, NORTH CAROLINA MULTI-PURPOSE BUILDING SHEET TITLE DETAILS DRAWINGS, SPECIFICATIONS AND DESIGN ARE AND SHALL REMAN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE ARCHITECT RETAINS ALL RESERVED RIGHTS, INCLUDING COPYRIGHTS THERETO. THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED OR MODIFIED BY THE PROJECT OWNER OR ANY OTHER PARTY FOR OTHER PROJECTS, ADDITIONS TO THIS PROJECT, OR FOR COMPLETION OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. DRAWINGS MAY NOT BE REPRODUCED OR DIGITALLY. STORED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ADA AND LEGAL DISCLAIMER THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE AMERICANS WITH DISABILITIES ACT (ADA) OR OTHER LAWS. ARCHITECTS AND ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS. THE OWNER SHOULD HAVE THIS DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMITE IF IT COMPLIES. WITH ADA AND OTHER LAWS. JOB CODE: 00000000 DRAWN BY: FDW CHECKED BY: KSL REVISION: SHEET NO. C5.2 DATE: MARCH 14, 2012