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Home My WebLink AboutC4.54 Roadway Details Details & Sections R/W R/W ° ° ° NO. 8 AGGREGATE ° WI //�•► 16 47, 16 r o DISTANCE - WHOLE SOLDIER COURSE CAST IRON VALVE BOX AND LID `� 1/► T H E PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT CURB&GUTTER PER OR HALF PAVERS ONLY FIBER REINFORCED PER ISPWC SD-508 CONCRETE COLLAR. MIN. 2-FT LAN D � 8' 8' PLAN (TYP.) SQ.x 8"THICK. ELEVATION 1/4" . ACHD EASEMENT 33 ACHD EASEMENT 12"STRIP OF GEOTEXTILE. BELOW PAVERS. C/L TURN UP AGAINST COLLAR AND GROUP 10 5' 8' 16.5' 16.5' 8 51 10, PERMEABLE INTERLOCKING TRIM BELOW FINAL SURFACE z STEEL COLLAR SIDEWALK PLANTER PLANTER SIDEWALK TYPICAL UTILITY COVER Cn FRAME 2' 2' 14.5' 14.5' 2' 2' CONCRETE PAVER (PICP) (SIZE VARIES) LU w Q PICP EO (HERRINGBONE PATTERN) Q 0- � 2.5"ASPHALT, SP-3, 1/2" ° WHOLE OR HALF ° MIX, PG 58-28 3" ROLLED CURB PER STRING OR SAILOR COURSE OF PAVERS PAVERS ONLY m 1.5% ±0.25% ACHD SD 702 TYP. 1.5% --0.25% AROUND COLLAR, NO CUT PAVERS ° ° � PLACED DIRECTLY AGAINST COLLAR ❑ ❑ ❑ ❑ B o 0 0 0 0 ° ❑ ❑ ❑ ❑ ° ❑ ❑ ❑ ❑ ` a III .. \ o„ Li LI W o z 0 0 o i 4" OF 3/4"MINUS CRUSHED - III III III III III III 4"OF 3/4"MINUS CRUSHED III 0 5'TYP 5 IN THICK CONCRETE SIDEWALK PER °° m AGGREGATE BASE,TYPE 1 COMPACTED SUBGRADE AGGREGATE BASE,TYPE 1 ° ° %17 ISPWC (ACHD SUPPLEMENT) SD-709 14"OF 6" MINUS UNCRUSHED 14"OF 6" MINUS UNCRUSHED 4"OF 3/4" MINUS CRUSHED = °° SECTION B AGGREGATE BASE AGGREGATE BASE Notes: AGGREGATE BASE, TYPE 1 T SCORE JOINTS AT MIDPOINT SOLDIER COURSE PAVER UTILITY COLLAR 1. REFER TO ISPWC DIVISION 800 FOR MORE INFORMATION. ASTM NO. 8 (TYP) ALL 4 SIDES -NTS- 2. COMPACTION TESTING WILL BE REQUIRED FOR SUBGRADE, SUB-BASE,AND ASPHALT PLACEMENT. CORES AGGREGATE 12"STRIP OF GEOTEXTILE. AND THICKNESS TESTING WILL BE REQUIRED IN CONSTRUCTION NOTES PER CITY OF MERIDIAN STANDARDS. TURN UP AGAINST COLLAR AND NOTES: 3. PROOF ROLL SUBGRADE. TRIM BELOW FINAL SURFACE 1. LOCATE CONCRETE APRON AROUND UTILITY COVERS SO EDGE OF 4. ASPHALT PAVEING WITHIN THE RIGHT OF WAY SHALL MATCH EXISTING STREET PAVEMENT SECTION OR USE CONCRETE ACCOMMODATES WHOLE PAVER (5.5"WIDTH OR 11" LENGTH). THE SECTION INDICATED IN THE ABOVE DETAIL, WHICHEVER IS GREATER. VARIES (MANHOLES 4.53'SQ) � 2. CONCRETE COLLARS SHALL BE PLACED AFTER BASE IS INSTALLED. NO 1-1/2"STEEL RAIL 1-112"STEEL CONTINUOUS WELDED CUT PAVERS LESS THAN 5.5"WIDTH ALLOWED. 3. COVER DOES NOT NEED TO BEIN CONCRETE. Roadway Details - 33747' Standard Local Street Section Per ACHD SUPP Section 7207 WELDED RAIL WELDED SEAM (WHERE WELDED) 4. PROVIDE MIN. V WIDTH OFF CO CR TERED FROM EDGE OF COVER TO OUTSIDE 1 OF APRON. Scale: 1" = 5' ------------ ------- 5. SCORE JOINTS AND REINFORCING TO BE IN CONFORMANCE WITH ISPWC C STANDARD DRAWING SD-616. 6. RAISE/LOWER MANHOLE COVERS PER REQUIREMENTS OF GRADING SECTION C `1_ O° PLANS. 7. POUR CONCRETE COLLARS PRIOR TO SETTING PAVERS. CONTRACTOR SHALL TAKE SPECIAL CARE TO ENSURE THAT THE COLLAR SIDES ARE STEEL COLLAR FRAME PARALLEL AND PERPENDICULAR TO THE LINE OF PAVERS. FAILURE TO COMPLY WILL RESULT IN THE CONTRACTOR REMOVING AND RE-POURING -NTS- COLLAR AT THEIR EXPENSE. Concrete Collars at Utility Structure & Observation Wells 4 Scale: NTS 10'PUBLIC R/W R/W 11' PUBLIC UTILITIES EASEMENT(PUE) 47' UTILITIES EASEMENT (PUE) OR AS DIMENSIONED 3, OR AS DIMENSIONED 33' e ACHD EASEMENT N C/L 8 oil PICP CONCRETE RIBBON CURB 2 SIDEWALK 16.5' 16.5' SIDEWALK 2 2' 14.5' 14.5' 2' %"RADIUS CURB &GUTTER (REVERSE PAN) mill 1.5%±0.25% PERMEABLE PAVERS (PICP) PER ACHD SD-701 R OR SD-702R 1.5%±0.25% mill PER PLANSb <� bb\ 60 IIIIII _� M 3/4-IN CRUSHED 1= _ . 8" a �e� AGGREGATE BASE TYPE 1 ' CC 5-IN THICK CONCRETE SIDEWALK PER N 0.5' (TYP.) ASTM 8-BEDDING III a s PER ISPWC SECTION 802 \III III �- ISPWC (ACHD SUPPLEMENT) SD-709 Q o 0 0 0 0 0 0 0 � = o 0 0 BOTTOM OF ROCK ELEVATION NOTED IN � ASTM 57-BASE COMPACTED SUBGRADE 4"OF 3/4" MINUS CRUSHED oOo AGGREGATE BASE,TYPE 1 0 0 0 0 0 �o ov�o o�o�o�o� o 6" MINUS 0 0 0 AGGREGATE BASEHED ■� PROFILE VIEW ROADWAY SHEETS. ASTM 2 SUBBASE 29'- PERMEABLE PAVERS SEE DETAILS THIS SHEET ///� -V V /�/� A� / � \ / MATERIALS PER DETAIL 5 \/. COMPACTED SUBGRADE NOTE: PROVIDE SCORE JOINTS AT 10'4"O.C. O Roadway Details - 33747' Standard Local Street Section Per ACHD SUPP Section 7207 (PICP) Concrete Ribbon Curb CC 5 2 Scale: 1" = 5' Scale: NTS Cz = co CC C-) 0 VARIES SEE PLAN INSTALLATION REQUIREMENTS: Lo 1. PICP SYSTEMS SHALL BE INSTALLED BY A CONTRACTOR THAT HAS AN INTERLOCKING CONCRETE PAVEMENT INSTITUTE (ICPI) CONCRETE PAVER 1/2"GAP (MAX) PER ACHD BMP 34. INSTALLATION CERTIFICATE. DOCUMENTATION OF CERTIFIED INSTALLERS 2� SHALL BE PROVIDED PRIOR TO THE SCHEDULING OF A PRECONSTRUCTION PICP: BELGARD COMMERCIAL CONCRETE CONFERENCE. Revisions A PAVER, 3-1/8" MIN DEPTH, PER ASTM C 936 ---- 2. CERTIFIED INSTALLER SHALL BE ONSITE TO OVERSEE INSTALLATION 1. AGENCY COMMENTS- 10/24/25 ASTM NO. 8 OPEN GRADED FRACTURED CREW DURING ALL PICP CONSTRUCTION. PICP PER DETAIL CONCRETE RIBBON CURB PER ASPHALT ROADWAY PER DETAIL ASTM N0. 8 AGGREGATE AGGREGATE IN OPENINGS ASTM N0. 8 AGGREGATE THIS SHEET,TYP. DETAIL THIS SHEET,TYP. 8„ CONCRETE(WIDTH PEDESVARIETRIAN E PR SSING 4„ 6„ THIS SHEET,TYP. 3. CONTRACTOR SHALL PROVIDE A PHASING PLAN FOR THE INSTALLATION, ASTM NO. 8 OPEN-GRADED FRACTURED WHICH SHALL CLARIFY THAT THE UTILITIES WILL BE INSTALLED PRIOR TO 1/4"DIAMOND DOWEL,INSTALLED PER REVERSE PAN CURB&GUTTER AGGREGATE BEDDING COURSE, 2"DEPTH REVERSE PAN CURB &GUTTER MANUFAcruRER's RECOMMENDATION o WITH ATTACHED SIDEWALK EXCAVATION OF THE SUBGRADE, INCLUDING JOINT TRENCH AND ALL r HAND-TOOLED JOINT TO WITH ATTACHED SIDEWALK 1/211 1/2" PER PLAN UNDERGROUND UTILITIES. s �� MATCH CURBING PER PLAN �y' o o MAX. MAX. -� 4"DEPTH OF 3/4-IN CRUSHED J � MONOLITHIC POUR THICKENED ^� SECTION NOTES: o o AGGREGATE BASE TYPE 1 0 o EDGE SIDEWALK 1. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION FACILITY s \ TO SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM � �\�\\ � � � -0 3/4-IN CRUSHED AGGREGATE BASE o 6"MINUS UNCRUSHED o / OF 3-FT. GROUNDWATER FOR THIS SITE IS EXPECTED TO BE ±3.5'-±5' �/\ TENSAR TRIAX(TX)GEOGRID OR ENGINEER TYPE 1 EXTENDED TO BOTTOM OF AGGREGATE BASE o / BELOW EXISTING GRADE BASED UPON BI-WEEKLY MONITORING. o 0 0 / APPROVED EQUIVALENT,EXTEND 2' _ O O O 6"MINUS BASE COURSE BEYOND EDGE OF CROSSING �� -} �� /�\j�\ 2. REFER TO TABLE 2/C4.70 FOR PICP DESIGN INFILTRATION RATES. AL, z a w / \/\\ \//\ CONTRACTOR SHALL HAVE INFILTRATION TEST PERFORMED BY SOILS \ o 0 0 0 0 0 0 0 0 o Q w,w oUvoUvoUvoUvo \ i SCARIFIED SOIL SUBGRADE,sEE CONCRETE CROSSING BETWEEN PICP AND ASPHALT COMPACTED SUBGRADE o �_„ \ MIN.TOP OF ROCK(#2 STONE) a ENGINEER AFTER PAVER SUBGRADE IS FULLY EXCAVATED. PROJECT PICP DETAIL,THIS SHEET Cr o L"ov w w w w / ELEVATION NOTED IN ROADWAY ENGINEER MUST BE PRESENT DURING INFILTRATION TESTING. IF THE J o 0 0 0 0 0 \ ASTM NO. 57 OPEN-GRADED //\\\/ � � o o� � \\/\i PLAN/PROFILE SHEETS PERCOLATION IS LESS THAN SPECIFIED RATE, CONTRACTOR SHALL ANAL ovovwww� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FRACTURED AGGREGATE BASE LUz � \�/\\\ OVEREXCAVATE THE PAVER SUBGRADE TO FREE-DRAINING SOILS OR CONTACT THE ENGINEER TO REDESIGN THE SYSTEM TO ACHIEVE THE PICP PER DETAIL CONCRETE RIBBON CURB PER CONCRETE RIBBON CURB PER PICP PER DETAIL / � � \\ REQUIRED CRITERIA. THIS SHEET,TYP. DETAIL THIS SHEET,TYP. CONCRETE (WIDTH VARIES-SEE PLANS)NG DETAIL THIS SHEET,TYP. THIS SHEET,TYP. ASTM N0. 2 STONE OPEN GRADED c / B" s° , FRACTURED AGGREGATE SUBBASE / 568 \\\\ /\��\/ \\ �\/ 1/4"DIAMOND DOWEL,INSTALL PER NON-WOVEN GEOTEXTILE FABRIC ON \ \ / / \ 3. CONTRACTOR SHALL SCARIFY SUBGRADE PRIOR TO PLACEMENT OF PAVER SYSTEM. NO TRAFFIC INCLUDING PAVER INSTALLATION EQUIPMENT MANUFACTURER'S RECOMMENDATION a O ENDS, AND SIDES; 6" MIN OVERLAP / �\ ( ) 10/24/2025 BOTTOM ROCK ELEVATION ALLOWED ON SUBGRADE AFTER SCARIFICATION. 9TOF P zo / PER PLANS a o 3, o o f`� ESW.G 4. REFER TO ACHD BMP-34. UNCOMPACTED/SCARIFIED SOIL SUBGRADE < O O O O O O O Q 3 w 5. GEOTECHNICAL INVESTIGATION PERFORMED BY INNOVATE GEOTECHNICAL 3' 3/4-IN CRUSHED AGGREGATE C Project No.: 123200 «. BASE TYPE 1 TENSAR TRIAX(TX)GEOGRID OR ENGINEER _ (IGEO) (PROJECT N0. 321026, MAY 12, 2021). GROUNDWATER MONITORING O O �O�O O J�\\O�O �O�O�O Date of Issuance: 09.02.2025 GROUNDWATER OBSERVATION WELL z o 0 0 0 0 0 �0 0 0 0 0 o APPROVED EQUIVALENT;EXTEND 2' PER ISPWC (ACHD SUPP) SD-627 AND INFILTRATION TESTING PERFORMED BY GEOTEK, INC. (PROJECT NO. TENCATE MIRIFI 60OX SUBGRADE NO.2 STONE DRAINAGE SUBBASE �� BEYOND EDGE of CROSSING Project Milestone: PERMIT 2676-ID, NOVEMBER 2024&PROJECT NO. 2827-ID, MARCH 2025). SEPARATION GEOTEXTILE OR ENGINEER PER PICP DETAIL THIS SHEET,TYP. O o 0 o O o 0 0 0 0 SEASONAL HIGH GROUND WATER APPROVED EQUAL;6"MIN OVERLAP \��\�� \\i\��\i��\�\\i��\ \ �\\ \��\� i \\ \ \\i\ \ \\i��\�\\��\\i\��\\i\�i\ \\ii SCARIFIED SOIL SUBGRADE R W D I� - - - - - - - - - - - °° - - - - - - - - - - � - - - - - - - - i i\i\\\�\i i\\i\\\�\i\�\\i\\�i\i\\i\\i \�\\\�\i \�\\\�\i\�\\\\\i \�\\� i i\i\\\ \i i\\i\\ ii\\i\\�i\i\\\ \i i\i\\\�\i i\i\\�i i\\i < Dad aY eta S ELEVATION NOTED IN ROADWAY \., ,\\, \%�.�\,, �� \\., \, \.,�.,\\, \�� \., \\., \% ,\\, \ tea\\, ,\\,. %\� \� .�\\, \��\\, SEE PICP DETAIL,THIS SHEET - PROFILE VIEW CONCRETE CROSSING BETWEEN PICP AND PICP Details Sections Permeable Interlocking Concrete Paver (PICP) Installation Concrete Pedestrian Street Crossing 3 - Scale: NTS Scale: NTS C4m54