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HomeMy WebLinkAboutConstruction Details 5.0 METER BARREL: 20"x36" METER VAULT WITH Ln 0 �, O SMOOTH INTERIOR. FINISH GRADE Ot 3 z T METER BARREL RING: D&L 22"x42" NO HOLE . a O METER LID: CAST IRON WITH "IRRIGATION" CAST / O ON LID. FORD IRON LID WA3L (OR EQUAL). I C4 0 7E N FINISH GRADE 11 ® = m o zLID co _� � � SUBGRADE OR NATURAL o ° �O /% % / \ y c Q LOOP TRACER WIRE FROM MAIN LINE \ GROUND NOT APPROVED PIPE LINE DRAIN AND BACK ALONG DRAIN 1 ° 1 rZ, J pi v LINE PIPE TO THE MAIN LINE PIPE ° ° / 1 5 FOR IRRIGATION MAIN /A �° VERTICAL WALLS ALLOWED /j�A/j� Legend z Cu � 3 o WITH PROPER SHORING O V %\ 0` OR LESS THAN 5' /VAS/% 1. LOCAL CUT BACK, ONLY IF REQUIRED. CONSTRUCTION Notes: __- ° ` a w m FORD BRASS //\� 2. SURFACE REPAIR WIDTH, 4 FEET MINIMUM. a M APPROVED METAL OR PLASTIC TAG WITH / \/\/ A. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND -- BALL VALVE �A O o A//� �I 4� 2'-0" "NON-POTABLE" WATER DO NOT DRINK j 1© \/ 3. EXISTING SURFACE. vj It THE PUBLIC AGENCY HAVING JURISDICTION. SADDLE TEE = IS REQUIRED. CONNECT TO VALVE BOX m i\\ ° O 0 /\\; B z m m M " BATTER _ z / rr`-,, oS R=1/4" B. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE WITH EYE BOLT AND WIRE TIE o j/ O 0 ° o / 4. EXISTING BASE. W o M O R=1/2" BASE MATERIAL, PLACED AS SPECIFIED AND PAID UNDER SECTION-802 ISPWC; N /\\ ° //\j U U N fV FLOWLINE COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. /\ C o 5. TRENCH BACK SLOPE PER OSHA OR SUITABLE ro> z 2 CUBIC YARDS MINIMUM =o /\ O //\\ SHORING. o C. 1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL BRASS STREET "L" 2" WASHED DRAIN ROCK %j o \/%\% 0� ��, POINTS OF RADII. /\\/ 7 6. TRENCH BACKFILL PER ISPWC SECTION-306. o BRASS NIPPLE - - - - - - o �//V O'� 0 0 0 V/� ti its M D. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEE( MAXIMUM NOTES 7. VERTICAL TRENCH WALLS SHORING PER OSHA. y o p pp o SPACING (OR CONSISTENT WITH 2x SIDEWALK WIDTH FOR SCORE SPACING.) 1. INSTALL MAIN LINE DRAINS AS REQUIRED AT ALL LOW a a a o a a j o /\ O J o //\\% ►� Z N POINTS TO PROVIDE COMPLETED DRAINAGE WINTER a a a o - %j 0 ° O o V o ° //\ 8. PIPE BEDDING PER ISPWC SECTION-305 (SEE H E. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. SHUTDOWN OF IRRIGATION SYSTEM. j\\ o ° 0 ° o O //\\: SD-302 . ~L a� 2. DRAIN PIPE AND FTTBNG SIZES SHALL USE BEST \\/ ) tit F. BACKFILL AS PER ISPWC SECTION-706. MANAGEMENT PRACTICES (BMP), PREFERRED SIZES a o 0 0 o a o o a \ „ > \j\\/ 9. FOUNDATION STABILIZATION MAY VARY PER SOIL J NCLUDE 1-1/2" AND 2" DRAINS a a a a o o a w n i/\ • m \/\\ TYPE AND STABILITY (PER ISPWC SECTION-304). 6'- AGGREGATE BASE G. SECURE RIGHT-Of-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC ' n__ \ 12" MIN. 3. ALL PRODUCTS AS LISTED OR APPROVED // RIGHT-OF-WAY. N EACH \\\ ' 8 SUBSTITUTIONS. a // 10. UNDISTURBED SOIL (TYP). H. USE ROLLED CURB IN RESIDENTIAL AREAS. WHEN LOCAL JURISDICTION REQUIRES a // " SIDE m , \/\\, VERTICAL CURB AT INTERSECTIONS VERTICAL CURB LENGTH TO BE FULL RADIUS it. SURFACE REPAIR AND BASE PER ISPWC L� PLUS 5 FEET AT EACH END. TRANSITION LENGTH FROM ROLLED CURB TO `/\o e : " jj\\ SECTION-307 (SEE SD-303). `�� by 7� VERTICAL CURB 2 FEET. Pressurized Irrigation Drain ValveOo� Typical 3�� Rolled Curb And Gutter V °O` �° 12. UPPER COMPACTION ZONE. NOT TO SCALE ooc o00�\ r z , [C Q / / OoG �Vo�.,�.ov o�, .�0000 //� /l// //// / AA 13. LOWER COMPACTION ZONE p REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, ACHD SUPPLEMENTAL STD DWG. SD-702. NOT TO SCALE METER BARREL, 20"x36" METER VAULT WITHA���A�\�\, SMOOTH INTERIOR. OUTSIDE DIA. OF Notes METER BARREL RING: D&L 22"x42" NO HOLE WATERMAN AV150C AIR RELEASE PIPE PLUS 2'-0" METER LID: CAST IRON WITH "IRRIGATION" CAST VALVE (OR EQUAL) A. TRENCH EXCAVATION PER ISPWC SECTION 301. MP ON LID. FORD IRON LID WA3L (OR EQUAL). NO MORE THAN 12" BELOW GRADE B. PIPE BEDDING PER ISPWC SECTION 305. x INK C. BACKFILL AND COMPACTION PER ISPWC /v/v/v/y/v/v/v/v/v viviviviviviviviviy T ical Trench Detail SECTION 306. wv/vv/vv/vv/vv/vv/vv/vv/vv vv/vv/vv/vv/vv/vv/vv/vv/vv, REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-301. NOT TO SCALE 50' RIGHT-OF-WAYLLJ 36' BACK TO BACK OF CURB " / 0 32' V�/%VA//j\%\% //AAA m //FAC�GA AWAY ROML RELEASE p�FA Or i �\ VA VA VA VA/VA VA VAS VAi VA�VV�.- 4' MIN. 12" CUB w 2' s' z' 1 s� 1 s' 2' S' z' o A/A/\/A/A x /A/A/A/A/ �-- �N rn a 2.00% MINIMUM 2.00% MINIMUM " " - / % % /APPROVED METAL OR PLASTIC TAG WITH 1 75% t 0 25% 3'• -- ° \,\\/\\\/\\\ � \ /\ "NON POTABLE" WATER DO NOT DRINK IS 8 ° °° ` 3.1 1N FJ(L AR � � �0 0 REQUIRED. CONNECT TO VALVE BOX WITH fq CRUSHED AGGREGATE BASE Q CONCRETE SIDEWALK PER ACHD \ \ \ \ \ N o COURSE - 4" MINIMUM \\ \\ \\ \\ EYE BOLT AND WIRE TIE 4° THICK CONCRETE THICKNESS UNDER SIDEWALK. 66 SUPPLEMENTAL STANDARD DRAWING SD-709. �//�//\ rot�&t. ///�//\/ SUB BASE - 12" OF 6" MINUS BASE COURSE - 6" OF 3 4 2 1/2" OF ASPHALTIC CONCRETE 3" ROLLED CURB AND GUTTER PER ✓\\/\\ /\\/\\ 2" OF 3/4" MINUS CRUSHED o z a PER LS.P.W.C. SECTION 801. / " PER I.S.P.W.C. SECTION 805. ACHD SUPPLEMENTAL DRAWING SD-702. %\//\ // //: 2" GALVANIZED IRON BASE MATERIAL AS PER z p o CRUSHED AGGREGATE BASE COURSE - 4" MINUS PER LS.P.W.C. SECTION 802• \\ \\ PIPE RISER SECTION-800 MINIMUM THICKNESS UNDER CURB. i z v w STANDARD CURB V C), F- IRRIGATION MAIN AND GUTTER w w w TRENCH BACKFILL-------,- NRFA U o o ti *CONSTRUCTION OF ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE a 1 75%'fMIN. 12"-1 3.A �N C� �� � zo w m EXISTING STREET PAVEMENT SECTION OR TO SSE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 1/2" MIX, PG 64-28 5" THICK, AS A MINIMUM WITH 4" OF d/4" BASE AND 25" OF 6" MINUS PIT RUN; MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 1 2" MIX, PG 64-28 5" THICK, AS A MINIMUM WITH 4" OF o ¢ AS4A MINIMUM WTH' BASE "4" OF 3/4" BASE AND 20 6- MINUS PIT RUN. COLLECTOR, MINUS PIT O RUN: LOCAL RESIDENTIAL ROADWAYS AND AND LOCAL INDUSTRIAL WALLEYS AYS ASHALL BE ALL BE 'SP/3, 1/2" MIX PC , PG 584-28 -28HICK, a 3 j W Fj(( AREA U �, a o 3 2-1/2" THICK, AS A MINIMUM WITH 4 OF 3/4" BASE AND 14" OF 6" MINUS PIT RUN. USE WNICNEYER PAVEMENT SEC770N /S GREATER. a a a a LOOP TRACER WIRE FROM MAIN �' z � m Local LINE PIPE TO VENT AND BACK w = z T ical Local Street Section j%\ ° \j%\ \j%\�% MAON LINE PIPE NE PIPE TO THE BASE TERIALINUS AS PER SHED 5° THICK CONCRETE C NOT TO SCALE SECTION-800 N 2" SADDLE TEE *ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS 3" ROLLED CURB AND GUTTER 5 Typical Air Release Valve Pressure Irrigation) NOT TO SCALE VARIES 12" MIN. �S PRE }� �{ 4' \N 0 4' 10' I I 1.75% f 0.25% t2"� 3:A m VARIES /�✓ �//�//��/ a _ 3.1 /N Pl(t �¢ AREA 1' CONCRETE COLLAR �/� All, p NOTES: FLUSH OR 1/8" MAX. 6 \j\\; 4 THICK CONCRETE A. REFER TO SECTION-307 FOR MATERIALS AND WORKMANSHIP REQUIREMENTS. 2 / \//\ SURFACE REPAIR 2" OF 3/4" MINUS CRUSHED \��\���\/� B. PATCH WIDTHS ARE NEVER TO BE LESS THAN 4 FEET IN WIDTH. LOCATE THE MATCH OF THE / /j BASE MATERIAL AS PER SECTION-800 NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE WHEEL PATH OF THE STREET. 2-FOOT //��Z Z - 9" 6" STANDARD CURB CUTS ALLOWED ONLY ADJACENT TO CURBS. AND GUTTER C. TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH HAS BEEN "BROKEN" PRIOR TO 000°0 0 000°0 o 000 e-o- 5 q 00 i LEGEND 0 PATCHING. EXISTING O ° O ° O ° ASPHALT 0 O° 0 o° 0 0 0 1D MAIN SIZE CAP WITH 2-INCH IRON PIPE pRFA D. THE ACHD DEVELOPMENT POLICY, SECTION 6000-CONSTRUCTION, INDICATES SPECIFIC PAVEMENT O O O O THREAD OUTLET VARIES 12• 4� MIN. 12" �N G� MATERIAL THICKNESS PLACEMENT BASED ON ROADWAY CLASSIFICATION FOR STREET CUTS f v �4'-10' 1.75% t 0.25% A AND SURFACE REPAIRS. BETWEEN THE CONTENTS OF THE ISPWC AND ACHD DEVELOPMENT O2 2-INCH GALVANIZED IRON PIPE, SCHEDULE 40 POLICY THE MOST STRINGENT (I.E. THE THICKEST SECTION) REQUIREMENT MUST BE MET FOR TYPE ,P� 4 �J(( FIELD PLACEMENT ACCEPTANCE. ASPHALT 2-INCH IRON PIPE THREADED GATE VALVE ® 2-INCH THREADED IRON PIPE 90' ELBOW,• /�/ E REPAIR 4" OF 3/4" MINUS CRUSHED 5" THICK CONCRETE LEGEND SCHEDULE 40 SURFAC BASE MATERIAL AS PER UTILITY WORK NOTES: 1. 3/4" MINUS COMPACTED AGGREGATE BASE COURSE, 8" FOR LOCAL 0 2-INCH THREADED IRON PIPE COUPLING SECTION-800 ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR ROADS AND 12" FOR ARTERIAL OR COLLECTOR ROADS, OR MATCH EXISTING WHICHEVER IS GREATER 3" ROLLED CURB , . BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION © 2-INCH THREADED CAP TO WITHIN 1 INCH OF AND GUTTER ca 6000 OF THE ACHD POLICY MANUAL. 2. BOX COVER UNDISTURBED EARTH �+ 2. PRINCIPAL AND MINOR ARTERIAL ROADWAYS SHALL BE PAVED 5" THICK, IN 2 EQUAL LIFTS, WITH PG 64-28, AS A MINIMUM. w a. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL IP PARALLEL TO THE CENTERLINE COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL RODS ADJUSTABLE VALVE BOX WITH COVER 3 /j��j�/ v/r//v/i//. NOTES: p OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING SHALL BE PAVED BACK 3" THICK, WITH PG 64-28, AS A MINIMUM. /\ ��// \� j�/ /\ A. LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. OPERATIONS. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE PAVED BACK /\�\//\` \�/ . B. BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. N 2.5" THICK, WITH PG 58-28, AS A MINIMUM. ALL PAVEMENT SHALL \\�/ \/�\%�\ \ C. SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% f 0.25% UNLESS OTHERWISE SPECIFIED b. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, \/ ., /\ \/� BE 0.50 INCH (1/2') MIX. �\ �\ CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. it, I I I BY THE OWNER. 3. FULL PANEL REPLACEMENT REQUIRED FOR SURFACE RESTORATION. 2' /\// /\ D. SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. IN BOTH THE g c. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT CUTS ALLOWED ONLY ADJACENT TO CURBS. / / LONGITUDINAL AND TRANSVERSE DIRECTION FOR SIDEWALK GREATER THAN 5 FEET IN WIDTH. FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER MAIN /\\�\/� OR EDGE OF A TRAVEL LANE E. 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE 4. COMPACTED TRENCH BACKFILL AS PER SD-301 AND SECTION-306 \ \ OF THESE SPECIFICATIONS.. ////�\�, SIDEWALK IS PLACED BETWEEN TO PERMANENT FOUNDATIONS OR ADJACENT TO A STRUCTURE. PLACE o w o I A E d. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL / /// 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. a w IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR /\\ \\\�\ F. DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" MINUS TIME IS A CRITICAL FACTOR. 5. CUT ASPHALT IN A NEAT STRAIGHT LINE 12" FROM THE EDGE OF 2 2 4 \/ /\ / /\/\ z > >z o , TRENCH, UNLESS OTHERWISE SPECIFIED. \j\y ° \/ CRUSHED BASE. 3 m z Z 1 �,\�/\/\ G. SIDEWALK CONSTRICTION JOINTS SHALL BE CONSTRUCTED APPROXIMATELY 1/8"wide, 3/4" IN DEPTH e. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF CONCRETE THRUST BLOCKING /%//\\ / � AND FINISHED AND EDGED SMOOTH. A PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED EVERY J w mw o 3 BEFORE CONSTRUCTION BEGINS. //�\\j\ ¢ w ¢ w i o= / 40' FOR NEW SIDEWALK CONSTRUCTION. o o a o H. ALL CONCRETE SHALL BE CLASS 3000 PER SECTION-703 UNLESS NOTED OTHERWISE. Street Cuts & Pavement Repair DetailsSHEET No: 3 REF.: CURRENT EDITION IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD. DWG. SD-303. NOT TO SCALE �j�2" woff Assembl Q Concrete Sidewalk (ACHD 2017 SUPPLEMENT REVISION) STYLE NOT TO SCALE REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ACHD SUPPLEMENT 2017) NOT TO SCALE '0 STD. DWG. SD-709. i