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HomeMy WebLinkAboutCheney Fire Station Subdivision — Sheet Notes: A. IN THE EVENT OF A DISCREPANCY,NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. Pivot B. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION, O■�� REMOVAL,ABANDONMENT,ABATEMENT AND CLEARING AND SITE r - TTTTTTTTTTT—TTTTTTTTT— PREPARATION NECESSARY FOR PROPOSED IMPROVEMENTS ARE Go COMPLETED WHETHER SHOWN ON THESE PLANS OR NTRACTOR SHALL REMO E ORABANDON ALL ITEMS T THE ARCHITECTURE ° ^ ' INCIDENTAL TO THE ITEMS INDICATED. C. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN ' Q LOCATED AS MARKED IN THE FIELD BY DIGLINE AND APPLICABLE A {{{��} FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE W'A'W,P UNDERGROUND UTILITIES.THE CONTRACTOR AGREES TO BE UTILITY COMPANIES,AND BASED ON FACILITY MAPS PROVIDED BY PIVOT NORTH ARCHITECTURE,PLLC. 3 y THE OWNER.THE SURVEYOR HAS NOT PHYSICALLY LOCATED 1101 W.GROVE STREET BOIot nEo D des 02 2"W 12"W 12"W 12"W 12"W 12"W 12'' 4 ' 12"W �, — 12" OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY W 12"W 12"W 12"W ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. AND ign.00m 4 ' 4 12"W 12"W 12"W 1). RETAIN AND PROTECT EXISTING IMPROVEMENTS OUTSIDE WORK STAMP: 014AL ' ; ' , LIMIT BOUNDARY UNLESS MARKED FOR DEMOLITION.RETAIN AND q0 UNLTECT LESS MAXISTING UTILITIES AND RKED FOR DEMOLITION.SSOCIATED STRUCTURES 13437 E. PRESERVE AND PROTECT ALL SURVEYING MONUMENTS AND PROPERTY CORNERS.COORDINATE WITH PROJECT SURVEYOR TO f OF 1 ' CHENEY DR , ' w^o TIE AND REPLACE ALL MONUMENTS WHICH MUST BECCI "" 4 OBLITERATED. 2011212023 w w 4 F. CONTRACTORS SHALL BE RESPONSIBLE TO PROVIDE CONTINUOUS 2 ~ � � � � � � � � � � � � � � _ _ � � � EXISTING BUILDINGS DURING THE COURSE OF CONSTRUCTION SEWER,WATER,POWER,AND COMMUNICATION SERVICE TO ALL �, ----- -------------------1 OEND BEGIN.E".--,�—T. �J:.... � �-rr'.Ta'I� ON AND CONSTRUCTION HALL BE COORDINA —10"SS 10"SS S 10"SS �10"SS S ° 1 BEGIN S , — , — ., ,•:: G NOT INTERRUPT THE USE OF EXISTING FACILITIES.IF AN EO AS TO RI umILLER — �l . • • •; .• 4 4•' *•. •r .. INTERRUPTION IS REQUIRED,THE CONTRACTOR MUST OBTAIN .... .. q a .`• .. • ,. : : : 4• •a WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. . TTTTTTTT TTTTTT TN T 0°7 T T TTT T 4 T T T 4 3 •.. TT a .. •. ---------- 3 ------1 3 2 BEGIN END 2 I EP Demolition Keynotes: ' i I I 1. REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER. 0 /W— ti I 2 rr 2. REMOVE AND DISPOSE OF EXISTING STORM DRAINAGE PIPE. ' L------- ----------J ' =N 3. REMOVE AND DISPOSE OF EXISTING STORM DRAINAGE STRUCTURE. R/W R/WTRAP! - - - - - - - - - - - - - - - - - - - - - - LLI _--- _ _ _ _ _ _ _ _ _ 4. SAWCUT LINE-PROVIDE NEAT SAW CUT LINE OF ASPHALT AND =Q c7 B ------- ¢� CONCRETE. w I ------------------------------------------- I 5. REMOVE AND DISPOSE OF EXISTING SEEPAGE BED AND ALL RELATED cv — ----------------- APPURTENANCES,UNLESS OTHERWISE NOTED.EXTENTS ARE APPROXIMATED AND SHALL BE VERIFIED AT TIME OF REMOVAL. g I I DECOMMISSIONED SEEPAGE BED SHALL BE BACKFILLED AND �w COMPACTED WITH GRANLAR STRUCTURAL FILL IN ACCORDANCE _ WITH SPECIFICATION SECTION 3120 00.REMOVAL AND REPLACEMENT SHALL BE COORDINATED WITH DRY WEATHER AS TO NOT CREATE LOCALIZED FLOODING WITH DECOMMISSIONED - FACILITY.COORDINATE WITH DRAINAGE PLAN FOR RECONSTRUCTED I I INFILTRATION FACILITY. I I N� Preservation Keynotes: — 1. PRESERVE AND PROTECT EXISTING CONCRETE CURB AND GUTTER. — I I 2. PRESERVE AND PROTECT EXISTING STORM DRAINAGE STRUCTURE. I 3. PRESERVE AND PROTECT EXISTING SANITARY SEWER STRUCTURE. I NLL I 4. PRESERVE AND PROTECT EXISTING STREET SIGN. I I o I Demolition Legend: REMOVE AND DISPOSE OF ASPHALT PAVEMENT f V OFFSITE. z O C I REMOVE AND DISPOSE OF CONCRETE FLATWORK • OFFSITE. F-- . NORTH COLLEGE ROAD Q TWIN FALLS RURAL FIRE I o PRESERVE AND PROTECT EXISTING CONCRETE (rI LOT 2,CSI NORTH CAMPUS SUBDIVISION I FLATWORK. w APN:RPT12510000020 I � I 2.01 Acres± M M APPROXIMATE LINE OF DEMOLITION LIMITS I o LL -------- SAW PH L AND ENCR SAW CUT LINE J ^ ^ — OF ASPHALT AND CONCRETE J w UTILITY PIPE SECTION OR CURB&GUTTER Q a I TO BE REMOVED U ILL —SD SD— STORM DRAIN LINE TO BE Z Z ' REMOVED O = SD SO EXISTING STORM DRAIN LINE TO i O REMAIN ry I I 12"W EXISTING 12-IN WATER MAIN W W EXISTING WATER PIPE Revisions:Q I o —SS—SS— EXISTING SANITARY SEWER PIPE . I I 10"SS EXISTING 10-IN SANITARY SEWER PIPE I I 6"SS EXISTING B-IN SANITARY SEWER PIPE T T EXISTING TELECOMMUNICATIONS LINE D I FO FO EXISTING FIBER OPTICS LINE I I CURB AND GUTTER I I I I P r oI a ct No: 20-041 D ate: 10112023 I o I I LL Checked By: EC . Drawn By: CR/JL/QO ' I o Sheet Name: I (7 Site Demolition Plan I I � z I I \ I o I 5 25'PRIVATE SEWER Q EASEMENT I Q I I E ' O U LU Sheet No: RECORD DRAWING a 3 This rewrtl le t its has been ps batter in part,based upon information furnished by s others.While this inf¢rma art battered is dto beresitile,the DESIGN......E05iONAL C1 .00 pp cannot assure its accuracy,art thus is no[responsible for these curacy of this ,g t as a rereltn Those rel record tl g or for anV errors or omissions which may have been inc¢rpointed into ying on tM1is reCortl tlocum¢nt are atlrisetl t0 obtain nO Site Demolition Plan 20' 40' ntlepend,rd rinmeti¢nefit.accuracy bef¢reapplying It for any purpose. g Horizontal Scale: 1'=20' BY:The Land Soup,Inc. DATE: 10.12.2023 �kY 1 2 3 4 5 6 - Sheet Notes: A. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS.CONTRACTOR TO VERIFY LISTED DIMENSIONS pivot ' PRIOR TO CONSTRUCTION. B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND north GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE 0 0 ATTENTION OF THE OWNER'S REPRESENTATIVE FOR A DECISION ARCHITECTURE © ❑p PRIOR TO COMMENCING WITH THE WORK. 13.1 C. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND e 8 LOCATIONS SHOWN.CONTRACTOR SHALL REMOVE ANY FLATWORK 5 THAT DOES NOT CONFORM TO THE DESIGN. PIVOT NORTH ARCHITECTURE,PLLC. 1101 W.GROVE STREET D. CONCRETE JOINT SPACING IN HEAW DUTY CONCRETE FLATWORK BOISE,ID 83702 SHALL NOT EXCEED 14'.PANELS SHALL BE KEPT AS SQUARE AS www,pivotnorthdesign.00m ®® POSSIBLE.MAXIMUM LENGTH:WIDTH RATIO SHALL NOTE EXCEED 1.5:1. ® E. REFER TO SPECIFICATION SECTION 32 13 13 FOR ADDITIONAL STAMP: oxeL INFORMATION RELATED TO CONCRETE JOINT REQUIREMENTS,JOINT q0� LAYOUT AND POUR SEQUENCE PLAN FOR REVIEW AND APPROVAL. 13437 _ _ F. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD - - - - - - - - - 8 ® FOR REVIEW AND APPROVAL.THE CONTRACTOR SHALL LAYOUT THE mrgT 10 . AREA OR FORM WORK FOR REVIEW BY THE OWNER'S f OF T C H E N EY DR I REPRESENTATIVE.AFTER REVIEW AND NECESSARY MODIFICATIONS �1CCl AS DIRECTED BY THE OWNER'S REPRESENTATIVE,THE CONTRACTOR 20 12/2023 SHALL PROCEED WITH CONSTRUCTION.IF APPROVAL IS NOT 20 0' OBTAINED,THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF 13. 13. z ANY UNAUTHORIZED FIELD ADJUSTMENTS. 13. 14 5 t- 3 G TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO �-//-� /'� (� - - - TANGENTS SHALL BE SMOOTH AND CONTINUOUS. RI�F/ iF,/.\'V'ILLER O S S WF � H CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR F i✓r V (� s ■ADDITIONAL REQUIREMENTS.3 3 5. END.: ^ # Keynotes: t e o es• --O Y D • 1. FLAG POLE SEE SPECIFICATION SECTION 32 33 00. 3` 'BEGIN BEGIN hN 14. 2. DERO HOOP BICYCLE RACK PER DETAIL 13 C2.50. 91. R/W BE IN R/W 5. G TRW R/W -15. END '.'S88'23'48"E 296.00'.;.:'.;. ;.: :'.':.'.'.':.`.'.:'.:' R/W_ R/W R/W R/W - T'i`' 61 3. PEDESTRIAN RAMP PER CITY OF TWIN FALLS STANDARD DRAWING LL�Z Q z 2 14 TFSD-712C. B 4. 6-YD TRASH BIN WHEEL TOTE RECYCLING ENCLOSURE.REFER TO r '••13•. •♦13. • •15. BEGIN ARCHITECTURAL AND STRUCTURAL FOR CONCRETE BLAB, l/ FOUNDATIONS AND SCREEN WALLS.REFER TO SHEET C4.00 FOR '`14`' 12 END. BEGIN 5. I LAB GRADING.S 1 1 P END'12 ` '•5•`' 13 ' I 17 5. INSTALL SIGN 52 REFER TO SIGN LEGEND. b �htir� 12 BEGIN BEGIN 12 19 Y .. 19 13 6. PAVEMENT MARKING,SEE SPECIFICATION SECTION 32 13 13. .13 22.' 6.1. 4"WHITE PARKING STALL STRIPE. •��' �"I•`•'••'•`'`'`'`"''' -- - 62 6.2. ADA PARKING,SEE DETAIL I2/C2.50. 3 19 13 I; 6.3. DO NOT ENTER,SEE SPECIFICATION 32 13 13. 0 a �•,• I 7. 6'TALL WROUGHT IRON FENCE,SEE DETAILS 1&2/C2.51 AND ® pI�IX 17 SPECIFICATION SECTION 32 31 13, 21 ® o" 8. TYPE'P"ASPHALT STREET CUT REPAIR PER CITY OF TWIN FALLS 7 •14 STANDARD DRAWING TFSD-303. I ;,;.;,;:,'.♦ weE� 9. ENT PR FIRE o SIGN 6 L x 13 W x 4 H SHOWN FOR REFERENCE ONLY I - PROPOSED FI o � o 10 TURNAROUND AREA, BID ALT.NO 1 IS NOT • LLLLLLJJJ ...' """""" STATION CONSTRUCTED TI O N 8' I HAMMER HEAD TU EA IF ^"o^ o o H o 14 P 11. STANDARD BASKETBALL HOOP,SEE SPECIFICATION SECTION EO o I 323300. IER- �6.1 I 12, INSTALL 2-FT CONCRETE RIBBON CURB PER DETAIL 14/C2.50. - - - s o 0 13. UTILITY STRUCTURE,REFER TO SHEET C5.00 FOR ADDITIONAL l� INFORMATION. 1161 19 13.1. EXISTING UTILITY STRUCTURE z 14. DRAINAGE STRUCTURE,REFER TO SHEET C4.10 FOR ADDITIONAL C12'BEGIN'•`: :'•'.:'�. '�.-•' 13 IINFORMATION. I'. T,14 T "' 14.1. EXISTING DRAINAGE STRUCTURE 12 BEGIN Q :;4 3 15. INSTALL CURB&GUTTER END 12 ✓ 5. 15.1. MOUNTABLE ROUNDABOUT CURB SIMILAR TO ISPWC SD-7016, N 'END INSTALL V-2"GUTTER PAN FOR 2-FT TOTAL CURB WIDTH. N I GEe 15.2. CONCRETE ROLLED CATCH PLATE CURB&GUTTER PER DETAIL W 13 5. 14 5 15/C2.50, M I• 12 END .BEGIN 5.m °END 15.3. CURB AND CATCH PLATE GUTTER PER DETAIL 6/C2.50. 3 R 5 15.4. CURB AND REVERSE PLATE GUTTER PER DETAIL 5 C2.50. yyEND 5. 15.5. CURB TRANSITION PER DETAIL 7/C2.50. N 15.1 BEGIN -\hS 15.6. 6"VERTICAL CURB AND GUTTER PER CITY OF TWIN FALLS J 13 ^BEGIN 5.. STANDARD DRAWING TFSD-701. J w 11 15.7. TRANSITION BETWEEN CURB TYPES. .. > • 6.1 w +� Q rr 16. INSTALL SIGN 1,REFER TO SIGN LEGEND. U 11 17. INSTALL SIGN 3,REFER TO SIGN LEGEND. Z Z ENO 5 17.1. INSTALL SIGN 4 - w BE61N15. 0 _ .15. ENO � � U •♦'14♦ ;;;;,•'♦'•' S. 5 END 15. 18. INSTALL ADA PEDESTRIAN RAMP PER DETAIL 8/C2.50. I d ry 5. BEGIN END 5. 5. BEGIN •END 5. I 19, BOLLARDS,REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL I INFORMATION. 1a ' 2. INSTALL CURB RN FILLET APPROACH, IMILART CITY OF TWIN Revisions: 0 13.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. `15. ' 0 S CU US TO 0 FALLS STANDARD DRAWING TFSD-706A. 20.1. INCORPORATE HEAVY DUN CONCRETE FLATWORK(FIRST a . : I THREE(3)PANELS)WITH VALLEY GUTTER POUR FOR I• INCLUSION OF FULL SEWER MANHOLE LID. I I 21. STEEL SITE BOLLARD PER DETAIL 3 C2.51. 22. CONSTRUCT PEDE TRIAN RAMP PER DETAIL 1 2. . Sign Legend: S 2/C 50 '']: 9 9 D �' . , CONCRETEFOUNDATIONS STRUCTURAL '...'�.'.':.'.'.':.'.'.':.'.'.':;; STATE APPROVED I• l FlRE DISABLED PARKING S3 WALLS.REFER TO SHEET C4.00 FOR SLAB GRADING. ' ® SIGN 12'k 18' '•14 :���:.'.'.'.'.'.'....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. DEPARTMENT H= :� �` .':.'.'.':.'.'.':.'.'.';::�: STOP 5 ACCESS ONLY - Material Legend: q ;.�:.'.'.'..'.'.'..'.'.'..'.'.'..'.'.'..'.'.'...... PROVIDE VANSIGN 2a"x18" 0 4 WyI $ ' 14 /VI�RIE ry=7' WHERE APPLICABLE Pro'ect No: 20-041 I 30"x 30" 2'X 6" LANDSCAPE AREA-REFER TO L1.00 FOR I I• R1-1 ADDITIONAL INFORMATION ' I ( ) y Date: 10I1712023 I` Checked By: EC N TE Y 0 S 1. INSTALL SIGN POST AND FOOTING PER DETAILS 9&10/02.50, HEAVY DUTY ASPHALT PAVING PER DETAIL Drawn B CR/JL/QO 2. DISTANCE FROM BOTTOM OF SIGN TO FINISH GRADE SHALL BE DIMENSION'H'AS Y 3 C2.ME REFER IN KEYNOTES FOR ASPHALT - _ NOTED. _ - PAVEMENT WITHIN RIGHT-OF-WAY. - - N68°23'48"W 296.00' 7 Sheet Name: "' Site Material Plan STANDARD CONCRETE FLATWORK PER DETAIL (I"L 2/C2.50. �7J HEAVY DUTY CONCRETE FLATWORK PER DETAIL Q 1/C2.50. STRUCTURAL TURNAROUND SECTION PER DETAIL . E 16/C2.50. O U LU Sheet No: RECORD DRAWING 3 This.....d drawing has been prepared,in part,based upon information furnished by others.Whilen this information is believed to be reliable,the DESIGN PROFESSIONAL C2.00 gpp ...t assure its accuracy,old thus is not resp onsible for the.......VnIthis ,g t a5 cord tl g or for any¢mars or omissions which may have been i....pointed into ying on iM1ie reCOrtl tlocum¢nt are inherent to obtain nO Site Material Plan 0 20' 40' Intlepenaree itt Those relft.t.anu etion of it.accuracy bef-epplying It for any purpose. g HOTIZOfda$GRID: 1'=20' BY:The Land Soup,Inc. DATE: 10.12.2023 NNM 1 2 3 4 5 6 Sheet Notes: A. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS.CONTRACTOR TO VERIFY LISTED DIMENSIONS pivot ' PRIOR TO CONSTRUCTION. B. UNLESS OTHERWISE NOTED,ALL DIMENSIONS ARE TO FACE OF north CURB,EDGE OF WALK,EDGE OF PAVEMENT,EDGE OF FOUNDATION, 11 0[91 EDGE OF WALLS OR CENTER OF POST. ARCHITECTURE: C. GRADES IN THE FIELD VERIFYR SHALL AND F ELD AND BRING ANY DISCREPANCIES ANCIES TO THE ® ATTENTION OF THE OWNER'S REPRESENTATIVE FOR A DECISION PRIOR TO COMMENCING WITH THE WORK. PIVOT NORTH ARCHITECTURE,PLLC. A *g.g' D. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL 1101 W.GROVE STREET PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND BOISE,ID 83702 LOCATIONS SHOWN.CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. WWW.PIVOfnOt<hdeSlJn.COm I E. CONCRETE JOINT SPACING IN HEAVY DUTY CONCRETE FLATWORK ANAL ® SHALL NOT EXCEED 14'.PANELS SHALL BE KEPT AS SQUARE AS STAMP: POSSIBLE.MAXIMUM LENGTH:WIDTH RATIO SHALL NOTE EXCEED O� 1.s:1. — — —off— — — — — — — — — — — — — — — — — F. F.REFER TO SPECIFICATION SECTION 32 13 13 FOR ADDITIONAL ,134370 — — — — — — — — — I I I INFORMATION RELATED TO CONCRETE JOINT REQUIREMENTS,JOINT lq ® I I LAYOUT AND POUR SEQUENCE PLAN FOR REVIEW AND APPROVAL. Tf OF 1 I j CHENEY DR I I I cV2023 I I G. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD l0 12/2023 FOR REVIEW AND APPROVAL.THE CONTRACTOR SHALL LAYOUT THE z I I AREA OR FORM WORK FOR REVIEW BY THE OWNER'S N REPRESENTATIVE.AFTER REVIEW AND NECESSARY MODIFICATIONS 106.3' 33.2' AS DIRECTED BY THE OWNER'S REPRESENTATIVE,THE CONTRACTOR ° S .• O 2 1,18S-2L48--t e. ANY UNAUTHORIZED FIELD ADJUSTMENTS RESPONSIBLE FOR REMOVAL OF RI y gum1LLER a. .. • -FjN 6ti - - H. OTRANSIT ON OF CURVES CONSTRUCTION. TO OTHERBTAINED,THE CONTRACTOR IS CURVES AND APPROVAL URVES TO ✓ ■ . 37.4' 3 3 ON , 14.9'—+F rn o TANGENTS SHALL BE SMOOTH AND CONTINUOUS. . n I. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR O 537, M ADDITIONAL REQUIREMENTS. . D 24' ,W R/W— 296.00' 6.5' R/W — — 'Ir W Z O — a� R/W R/W R/W T R/W B Co _——— c, v �" 30, J r ———————— `„ 72s' I 5'SETBACK no oM 24' 15.5' I a PROPOSED FIRE o 0 0 — 19' 20.5' e�xo� STATION �� o 0 O — 6.5' a - , 5'SETBACK v � ® e 6' I � EASEMENT 7 F —1 46.2' 5.5' z 23.7' T I - Q I ® 20' I. Q 6.7' 57.3' 38.3' TYP.) IL J IL 10 STALLS AT 9'=90 * J J w ILLo j I w I z z O x I u 5.2' I d ry 64.7' s' 113.8' 5' 16' I I I I I 16'- Revisions:Q I I I I I i I I I o I I o I I Project No: 20-041 II I I L--L —_�1--- �-----------------J I Data: 10112023 ¢m Checked By: EC . _ Drawn By: CR/JL/QO N68°23'48"W 296.00' I I Sheet Name: I I Ln Site Layout Plan (D Y I I z I I I I \ I I 5 Q I I � I I Q I I I I � I I � E U Lit Sheet No: E RECORD DRAWING . 3 This—,nd drawing has been prepares,in part,based upon information furnished by others.While this information is believed to be reliable,the DESIGN PROFESSIONAL C2.1 ^. O gpp nnot assure its accuracy,aad thus is not responsible for the accuracy of this (v'L ,g t as a rereltn Those rel cord tl g or for any errprs or omissions which may have been incorpointed into ying on iM1is reCOrtl tlocum¢nf are atlrisetl t0 obtain a 0 20' QO' Intlepend,.t rerificafion of its accuracy hotore applying It for any purpose. Site Layout Plan g 00 Horizontal Scale: 1'=20' BY:The Land Group,Inc. DATE: 10.12.2023 �kY 1 2 3 4 5 6 Sheet Notes: A. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS.CONTRACTOR TO VERIFY LISTED DIMENSIONS pivot ' PRIOR TO CONSTRUCTION. B. UNLESS OTHERWISE NOTED,ALL DIMENSIONS ARE TO FACE OF north CURB,EDGE OF WALK,EDGE OF PAVEMENT,EDGE OF FOUNDATION, 11❑Pula EDGE OF WALLS OR CENTER OF POST. ARCHITECTURE 0 , C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR A DECISION© 0 PRIOR TO COMMENCING WITH THE WORK. PIVOT NORTH ARCHITECTURE,PLLC. A D. PROVIDE JOINTS AS SHOWN ON PLANS.JOINTS ARE AN INTEGRAL 1101 W.GROVE STREET PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND BOISE,ID 83702 LOCATIONS SHOWN.CONTRACTOR SHALL REMOVE ANY FLATWORK www.pivotnorthdesign.00m THAT DOES NOT CONFORM TO THE DESIGN. E. CONCRETE JOINT SPACING IN HEAVY DUTY CONCRETE FLATWORK ANAL ® SHALL NOT EXCEED 14'.PANELS SHALL BE KEPT AS SQUARE AS STAMP: F„yc POSSIBLE.MAXIMUM LENGTH:WIDTH RATIO SHALL NOTE EXCEED q0� 1.5:1. F. REFER TO SPECIFICATION SECTION 32 13 13 FOR ADDITIONAL 13437 — — — — — INFORMATION RELATED TO CONCRETE JOINT REQUIREMENTS,JOINT ® LAYOUT AND POUR SEQUENCE PLAN FOR REVIEW AND APPROVAL. qTf OF Tt CHENEY DRII� � G. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD l0 12/2023 c FOR REVIEW AND APPROVAL.THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S c REPRESENTATIVE.AFTER REVIEW AND NECESSARY MODIFICATIONS - AS DIRECTED BY THE OWNER'S REPRESENTATIVE,THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION.IF APPROVAL IS NOT RESPONSIBLE REMOVAL OF {��'n�/J�'/n�\�,yA, - S ^ n ANY UNAUTHORIZED FIELD ADJUSTMENTS. RI� V/j�[/I/sm1LLER OBTAINED,THE CONTRACTOR IS RESPONSIBL lJ H. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO - TANGENTS SHALL BE SMOOTH AND CONTINUOUS. U3 N3 LON oU I. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR - O ADDITIONAL REQUIREMENTS. . Bid Alternate Keynotes: __�D a /,W RNV S88°23'48"E 296.00' O= _ T — _ _ _ _ _ — — — E;E;: 'PAVED,WRAP-AROUND DRIVE W Z O 1 3,4 O+ a W 5'x 15'BASE BID STRUCTURAL TURNAROUND SECTION NOT INSTALLED ~ =a ——_— - STORM DRAIN INLET TO BE RELOCATED TO THIS �+ 2:PAVED PARKING STALLS ----------------I — ------- r NOT INSTALLED o _ — ---- — — ----------------- — -- — — -- — — — — --1 I ID SITE LIGHTING TO BE RELOCATED TO THIS LOCATION.00 I TO SITE ELECTRICAL FOR ADDITIONAL INFORMATION. I •Q 3. BID ALT.NO.3:SPORTS COURT ."no,• I I 3.1. BASE BID STANDARD BASKETBALL HOOP TO BE RELOCATED TO I 000, THIS LOCATION. 3.2. 5-FT STANDARD CONCRETE ACCESS PATH,EXTENTS TO BE REVISED IF BID ALT.NO.115 NOT CONSTRUCTED. I I I •W •/• ,„„, I I 3.3. SITE LIGHTING,REFER TO SITE ELECTRICAL FOR ADDITIONAL _ INFORMATION. I I I / nano o a 5'SETBACK 3.4. PAVEMENT STRIPING,REFER TO SPECIFICATION SECTION o 32 12 16 AND STRIPING LAYOUT ENLARGEMENT,THIS SHEET. _ Material Legend: I I I I w PROPOSES FARE „M+ o ® mw ""`o„w"" • I I ��\\`�\\\` LIGHT DUTY ASPHALT PAVING PER DETAIL 3/C2.50. STATION o w'o I I I I i sUoa _ I naoo HEAVY DUTY ASPHALT PAVING PER DETAIL I 5'SETBACK ("' - mJ" `o "o �a �� e I I 3/C2.50. 25' o I N EASEMENT l� l� o l o I I a l I I I I HEAVY DUTY CONCRETE FLATWORK PER DETAIL z I I w 24� I i I 1/C2.50. O C l I L I I Q I I I ❑ • 1STANDARD CONCRETE FLATWORK PER DETAIL (~ 2/C2.50. o ` •\ I EP EP EP EP EP EP EP EP EP EP EP EP EP L N I I I I Is_5.25' +' LaL o A e I I I TYP. I U w I I 3.1 _ I i I ,� 8-IN WIDE SIDELINE .� z w I I I AND END LINE O U F I I 10 STALLS AT 9'=90' I I d ry I I I � a5 9s ri I Revisions:Q TYP. 2.2 101 I 12' P Li 5-47'��j� O I Q6 ZJ i l I I I Project No: 20-041 w I I I m w l o IL_______________________________________________------_--------------------- Data. 10112023 m Checked By: EC Drawn By: CR/JL/QO I o N N88°23'48"W 296.00' I I SheetName: o I ur) Site Material & Layout z' z Plan - Bid Alternatives So' \ I o I 2 I Q I I d NOTES: I I 1. REFER TO SPECIFICATION SECTION 32 12 16. I 2. ALL LINES SHALL BE 2-IN WIDE UNLESS OTHERWISE NOTED. I 3. ALL BASKETBALL MARKINGS SHALL BE PAINTED WHITE. E I a p It I U q `EP EP EP EJ EP EP EP EP EP EP EP EP EPJ Ill Bid Alt. 3 - Striping Layout Enlargement 5' °� Sheet No: Horizontal Scale: 1.=5' RECORD DRAWING This r,.While le t its i has been prepare.,in part,base.upon information furnished by others.While this information is ban us is b to be reliable,the DESIGN PROFESSIONAL ^^.^O .gpp nnot assure its accuracy,and thus is no[responsible for the accuracy of this (CL L ,g t a5 a,¢rill^Those rel cord tl g or for any errors or omissions which may have been in...pointed into ying on tM1ir reCortl tlocum¢nt are etlrisetl t0 obtain 9 a 0 20' 40' Intlepenk.t.anu,ti—fit.accuracy betin—pprying It for any purpose. 0 Site Material & Layout Plan - Bid Alternatives BY:The Land Soup,Inc. DATE: 10.12.2027 . g Horizontal Scale: 1'=20' _ 1 2 3 4 5 6 BUILDING OR HEAVY DUTY SEALED ISOLATION JOINT,SEE DETAIL 4/C2.50.REFER TO '�� j-INCH TOOLED RADIUS WHEN NOT SAW CUT STRUCTURE DETAIL 6/S4.01 FOR ADDITIONAL REQUIREMENTS AT EDGE OF SLAB. ASPHALT PAVING REFER TO NOTE 3 TOOLED AND/OR SAW CUT JOINT BASE COURSE PER SPECIFICATION SECTION 31 20 00. BASE COURSE • ° 1/3 DEPTH OF SLAB MINIMUM. pivot ' '`,O�r MAINTAIN FULL THICKNESS AT ISOLATION JOINT.(TYR) _ •. n a-t7/4 ° v ` CONCRETE PAVEMENT WITH FIBER REINFORCEMENT ________________ CONCRETE FLATWORK HOLD JOINT FILLER a INCH BELOW SEALED CONTRACTION JOINT.REFER TO ITO STANDARD BROOM FINISH III-III-III-III-III-III-III-III-III • SURFACE OF CONCRETE-NO SEALANT DRAWING 409-1,SHEET 3 OF 3.SEE SHEET C2.51. BUILDING OR STRUCTURE -III-III-III-III-III-III-III-III- north HEAVY DUTY SEALED ISOLATION CONTRACTION JOINT, III-III-III-III-III-III-III-III-I SUBBASE COURSE CONCRETE FLATWORK L -III-III-III-III-III=III=III=III- CONTRACTION JOINT ARCHITECTURE JOINT,SEE DETAIL 4/C2.50. SEALED ISOLATION JOINT, SEE DETAIL 4/C2.50 I I III III I I III - SEE DETAIL 4/C2.50. 1/2"RADIUS - - - - - e JOINT SEALANT&FIBER BOARD. III -III III-I III-I =I =I REFER TO ITD STANDARD A. SEE NOTE#4 JOINT FILLER NO REMOVABLE DRAWING 409-1,SHEET 3 OF 3. • ^ .a °` PLASTIC JOINT CAP SEE SHEET C2.51. • < - .":. .: .'.. . CONCRETE PAVEMENT PIVOT NORTH ARCHITECTURE,PLLC. A � SUBGRADECONCRETE FLATWORK 1101 W.GROVE STREET . /1 BASE COURSE PER NON-SEALED ISOLATION JOINT BOISE,ID 83702 SPECIFICATION www.pivotno thdesign.com SECTION 3120 00 JOINT SEALANT PAVEMENT SECTION TABLE STRUCTURE a ° y. PREPARED SUBGRADE PAVEMENT SECTION A(ASPHALT PAVING) B(BASE COURSE) C(SUBBASE COURSE) D(SUBGRADE) OR OBJECT n . a CONCRETE FLATWORK ,� STAMP: oNet ypnc PER SPECIFICATIONS SITE(LIGHT DUTY 2.51NCHES 41NCHES 10INCHES SEE GEOTECH REPORT q SECTION 3120 00 JOINT FILLER WITH REMOVABLE 'W(HEAVY DUTY) 31NCHES 61NCHES 141NCHES SEE GEOTECH REPORT 48"MIN.OR ��%, �, /, /T✓>>�r // PLASTIC JOINTCAP UPTOONE g 13437 SUBBASE COURSE PER SPECIFICATION SECTION 31 20 00. 'I�` PANEL LENGTH 1/2' PREPARED SUBGRADE PER SPECIFICATION SECTION 31 20 00 1/2" NOTESREFER TO SPECIFICATION SECTION 32 FOR ADDITIONAL INFORMATION. / NOTES: SEALED ISOLATION JOINT HEAVY DUTY SEALED ISOLATION JOINT Q0 1. JOINTS SHALL BE SPACED EVENLY THROUGHOUT PAVEMENT,AS SHOWN ON DRAWINGS. 2. JOINTS SHALL BE SPACED EVENLY THROUGHOUT THE PAVEMENT AS SHOWN ON DRAWINGS.CONTRACTOR SHALL PROVI E JOINT 2. SEE SPECIFICATION SECTION 32 13 13. LAYOUT AND POUR SEQUENCE LAYOUT PLAN FOR REVIEW AND APPROVAL. 3. THICKEN CONCRETE TO 6-INCH DEPTH MINIMUM TO ACCEPT PLAIN BAR AT DOORWAYS. NOTES: l0 12/2023 3. 18"LONG z'DIA.EPDXY-COATED PLAIN BAR DOWEL,EMBEDDED 9"INTO STEM WALL/FLOOR SLAB AT 12"O.C.AT ALL DOORS& 4. 18"LONG?DIA.PLAIN BAR,EMBEDDED 9"INTO STEM WALL AT 18"O.C.AT ALL DOORS.DRILL NOTE: 1. REFER TO SPECIFICATION SECTION 32 13 13 FOR ADDITIONAL INFORMATION. GARAGE BAYS.DRILL STEM WALL/FLOOR SLAB FOR TIGHT FIT.LUBRICATE OR COAT DOWEL.TWO-PART EPDXY RESIN STEM WALL FOR TIGHT FIT. LUBRICATE OR COAT DOWEL WITHIN DRILLED HOLE.TWO-PART 1. NON-CONTAINED EDGES SHALL BE CLEAN AND STRAIGHT.HAND TAMP TO PROVIDE A 45°EDGE. 2. SEE MATERIALS AND LAYOUT PLANS FOR JOINT PATTERN AND LOCATION. PROHIBITED. EPDXY RESIN PROHIBITED. 2. FOR ALL PAVEMENT,REFER TO SPEC.SECTION 32 12 16 FOR ASPHALT PAVEMENT,SECTION 3120 00 FOR BASE COURSE,AND 3. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE PAVEMENT AND A STRUCTURE MAY OCCUR. 4. INSTALL HEAVY DUTY ISOLATION JOINTS AT ALL CONSTRUCTION JOINTS AND POUR TERMINUS LOCATIONS ASSOCIATED WITH POUR SECTION 31 20 00 FOR SUBBASE AND PREPARED SUBGRADE. 3. USE HEAVY DUTY ISOLATION JOINTS AT ALL CONSTRUCTION JOINTS AND POUR TERMINUS LOCATIONS ASSOCIATED WITH POUR SEQUENCE. SEQUENCE. 4. PROVIDE ISOLATION JOINT AT ALL ELECTRICAL FIXTURE BASES AND UTILITY STRUCTURES UNLESS NOTED OTHERWISE. �+ ,c11A Heavy Duty Concrete Flatwork Standard Concrete Flatwork Asphalt Pavement Section Concrete Joints RICF2Ygu'SMILLER 1 Scale:NTS L Scale.NTS J Scale.NTS Scale:NTS TACTICAL WARNING SURFACE.CONTROL CURB TRANSITION,SIMILAR TO JOINTS AT 6"O.C.EXTENDING 2-FT FROM DETAIL 7/C2.50(TYP.) FACE OF CURB,REFERENCE DETAIL 4/C2.50. CURB RAMP FINISHED SURFACE o, PER PLANS Q=o 2 CONCRETE SIDEWALK 2' _ 6" T-6" PBATTER FINISHED SURFACE .'. _ TTER pRB AND WZO� B 6" V-6" FINISHED SURFACE PER PLANS R1" PER PLANS = PER MATERIALS PLAN r R1/2" R1/2• R1" ~� R3-1/2'±1/2' \\%\ R3-1/2"±1/2" 1„BATTER //< .. - �dl\00 QVASF' aa.• ��jJ` /���,`. . Fill, FINISHED PLANS URFACE BASE COURSE PER BASE COURSE&SUBBASE COMPACTED SPECIFICATION 31 20 00 COMPACTED SUBGRADE PER COURSE PER DETAILS 1&2yC2.50 BASE COURSE PER COMPACTED SUBGRADE PER SPECIFICATION 31 20 00 SUBGRADE SPECIFICATION 312000 SPECIFICATION 312000 '' e °" CONCRETE CURE& SUBBASE COURSE PER SPECIFICATION 3120 00. GUTTER PER PLANS SUBBASE COURSE PER SPECIFICATION 3120 00. MATCH DEPTH OF SUBBASE COURSE OF ADJACENT PAVEMENT PER PLANS MATCH DEPTH OF SUBBASE COURSE OF ADJACENT CONCRETE FLATWORK PER DETAIL 1/C2.50 NOTE: CONCRETE FLATWORK PER DETAIL 1/C2.50 1. REFER TO LAYOUT PLANS FOR ACTUAL RAMP NOTES: NOTES: NOTES: DIMENSIONS.VARIATIONS FROM THE DETAIL SHALL BE 1. REFER TO SPECIFICATION SECTION 32 13 13. 1. REFER TO SPECIFICATION SECTION 32 13 13. SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS. 2. SCORE JOINTS AT 1 O'O.C. 2. SCORE JOINTS AT 1 O'O.C. 1. REFER TO SPECIFICATION SECTION 32 13 13. 2. REFER TO SPECIFICATION SECTION 32 13 13. Curb & Reverse Plate Gutter ��� Curb &Catch Plate Gutter Curb Transition 8 ADA Pedestrian Ramp J Scale:NTS 6 Scale.NTS 7 Scale:NTS Scale:NTS N z TACTICAL WARNING SURFACE.CONTROL JOINTS O AT 6"O.C.EXTENDING 2-FT FROM FACE OF CURB, REFERENCE DETAIL 4/C2.50. I- 7 Q (TYP.) 5 I SECTION VIEW I RAMPS SIMILAR TO ISPWC SD-712A �wzo :';'r. TIE BARS ACCESSIBLE PARKING SIGN L1.J z¢ti `�'' � `IN CONCRETE PER DETAILS LL N i'.:> 1 gJ o z o NOTE: _ .p 3•(TYP.) �2 , 9&10/C2.50(TYP.) PLAN VIEW 1. TOP OF POST TO BE CUT 1/2' jai '•'"Y,y,''�~'~M1 �"QI'� { V) BELOW TOP OF SIGN. +..p ''.4' �" J .6'':y UTILITY STRUCTURE. 2"x2"x 10'(MINIMUM)SQUARE ,y.yi SIZE VARIES. J w SIGN, ICAL ..x`;::',�, ;'`.;' .'.`.. Q > GALVANIZED PERFORATED SIGN POST _ �'��'' #4 DEFORMED REBAR 6 5 S L.L (12 GAUGE MIN.WALL THICKNESS). _ V } X CADMIUM PLATED HEX Z Z HEAD BOLT WITH FLAT LOCK NON-SEALED _ O WASHER AND NUT ISOLATION JOINT-SEE SIGN POST& SIGN POST& DETAIL 4/C2.50. FOOTING-SEE FOOTING-SEE PLAN 4"WHITE STRIPE FINISH GRADE DETAIL 9/G2.50 DETAIL 9/C2.50 UTILITY STRUCTURE-SHOWN FOR REFERENCE ry ONLY.REFER TO DRAINAGE AND UTILITY t- STANDARD CONCRETE LANDSCAPE PLANS FOR MORE INFORMATION. �. SLOPE TOP OF CONCRETE TO ENSURE FLATWORK-SEE PER PLANS _ POSITIVE DRAINAGE AWAY FROM SIGN POST DETAIL 2/C2.50 #4 REBAR AT MID DEPTH 2 z"x 2 z"x 18"LONG ANCHOR POST,NON-PERFORATED WITH DOBBIES SUPPORT 9 9' 9' Revisions:Q (12 GAUGE MIN.WALL THICKNESS) - 6 g r CONCRETE FLATWORK PER PLAN, WRAP ANCHOR SLEEVE AND ANCHOR + 2 POST WITH(1)LAYER OF DUCT TAPE 20 x2a x36 LONG ANCHOR POST,NON-PERFORATED .d (12 GAUGE MIN WALL THICKNESS) - CONCRETE FOOTING - `INTERNATIONAL SYMBOL OF ACCESS PAINTED ON PAVING, NOTES: SYMBOL AND BORDER SHALL BE WHITE,INSIDE BORDER POST IN CONCRETE FLATWORK POST IN LANDSCAPE I�- =I �� I 11� SHALL BE BLUE,AND AISLES SHALL BE WHITE d..a :a 1. SIGN POSTS IN LANDSCAPE AREAS TO BE SET BACK 2'MIN.FROM BACK OF CURB ��AND/OR BACK OF SIDEWALK. !/✓/✓/. /i�l/T� yi /. / /1/� 12"�k 2. TOP OF FOOTING FINISH TO MATCH ADJACENT CONCRETE FLATWORK FINISH �.cy NOTES: WHERE APPLICABLE. SECTION 1. VAN ACCESSIBLE STALL SHALL BE LEFT OF STRIPPED AREA. 3. SEE SPECIFICATION 1014 53. 2. PAVEMENT MARKINGS PER SPECIFICATION 32 13 13. 9 Sign Post& Footing �� Sign Post �� Flatwork Reinforcement at Structure ��Accessible Parking Layout Project No: 20-041 Scale:NITS V Scale.NTS Scale:NTS �L Scale.NTS Date: 10117J2023 Checked By: EC . Drawn By: CR/JUQO SURFACE PER PLANS.HOLD LANDSCAPING MULCH 1" Sheet Name: BELOW TOP OF CONCRETE 2' WHERE PRESENT. 10" 1'2" V Ln THICKENED CONCRETE 6"x 24"CONCRETE BAND �� UI Site Details . FLATWORK-SEE DETAIL 2/C2.50. NO.3,CONTINUOUS. MULCH,PER SHEET z Q� 11.00 _ INSTALL SURFACE MOUNT PER 1/2"RADIUS -- I I I I I I I I I I I I I I I I I I I I MANUFACTURER'S REQUIREMENTS - 24° PAVING PER PLANS \\ a -III-III-1 I-III-III-1 I-III-I I-1 Q � III-III-III III III-III III III-I I I �II�II�II�II�II�II�II�II�I ' f + • _ _ SUBBASE COURSE PER // III III-III III III-III III III-I 0 SPECIFICATION 3120 00. � III=III=III=III=III=III=III=III=I I I E 4"DEPTH BASE COURSE PER \\///\ /%\/ SUBGRADE U SPECIFICATION 3120 00 \\/\\\/ \\/ 1111B,/ \/\ \�/\ 6"-DEPTH BASE COURSE COMPACTED SUBGRADE L l Sheet No: 1. DERO HOOP RACK,COLOR STAINLESS STEEL,INSTALL PER COMPACTED SUBGRADE 4"DEPTH OF BASE COURSE RECORD DRAWING MANUFACTURER'S SPECIFICATIONS. % 2. REFER TO LAYOUT PLAN FOR INSTALL LOCATIONS. 3. REFER TO GRADING PLAN FOR SURFACE GRADE INFORMATION. Tbi:re.ora.swing he,boon prepares,I,pad,ba.oa upon imoreaion mrniaboa by . s 4. REFER TO CONCRETE FLATWORK DETAIL FOR ADDITIONAL INFORMATION. NOTE: NOTES: other,.whne this mmrmauon is bebeyea m be ebable,me Dlslcx paoyessloxAL s 5. REFER TO SPECIFICATION 32 33 00. 1. PROVIDE SCORE JOINTS AT 6'O.C. 1. SCORE JOINTS AT 1 O'O.C. snot assure its accuracy,and thus is not reap...Sun to,the accuracy onhia /.F O p 2. REFER TO SPEC.SECTION 32 13 13. 2. REFER TO SPEC.SECTION 321313 ecord drawing or for anV err.rs or omissions which may nave been i....paratetl into L V ,g L as a result.Those relying o.this record document are advised to obtai. Intlepentlent.eriti.ati.n at it........y bets.applying It for any purpose. 1 De ro Hoop Bicycle Rack 1(/y� 21 Concrete Ribbon Curb 1 Catch Plate Rolled Curb 1 Structural Turnaround Section BY:The Land Group,Inc. DATE: 10.12.2023 g 3 Scale:NTS • • Scale.NTS Scale:NTS •6 Scale:NITS Est . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 6 THE MAXIMUM TIED TRANSVERSE WIDTH SHALL BE 60 FEET. SEE SAWED 30'NO.5 TIE LDNGITUDINAL JOINTS THAT ARE UN-TIED IN ACCORDANCE WITH .0 15' IS' BAR CENTERED JOINT DETAIL ON SAWED JOINT THE FOREGOING SHALL BE APPROVED BY THE ENGINEER. IN NO SAWED JOINTS 9"MIN.A CASE SHALL AN UN-TIED JOINT BE A CONSTRUCTION JOINT. CLEAR THE MAXIMUM TRANSVERSE SLAB LENGTH IS 15 FT. SAWED JOINTS .a 7$' UNTIED JOINTS No - north II�� 18"DOWEL BARS p 0 1.5 IN. AC SURFACE � @ l2"O.C. �"�3w`o° L 15 FT MIN. ARCHITECTURE 30"NO.5 TIE BARS _ oo� (SEE NOTES Q Q m ,n two 2,3,& 41 A No ) 0 30" C.TO C. A o m o0 or3 a m a�N \ 'PON'CRCTE\ TO, -,.N mq TIED JOINTS A LONGITUDINAL JOINT BasE 30"TIE BARS o 0 0 0 a M a ? 30"O.C. A SECTION A A (SEE NOTES a DOWEL BAR PIVOT NORTH ARCHITECTURE,PLLC. A 3& 4) C C = TWO PLACEMENTS ARE REQUIRED. PAVING MAY COMMENCE WHEN THIS 1101 W.GROVE STREET N DOWEL BAR 18" CONCRETE HAS TAKEN INITIAL SET. BOISE,ID 83702 0 0 �^ w SEE SAWED LONG CENTERED SEE NOTE N0.9 a o ace in m¢o .. ,n mz3 rn^ ? JOINT DETAIL ON SAW JOINT NO TES: SEE ASPHALT www.prootnorthdeslgn.com owo 4. FOR (T ,1. 9 _ mo zo_ B B (I E DEPTH)B B S OF CONCRETE PAVEMENTPAVEMENT) CONCRETE PA EL LENGTH(I.E.JOINT SPACING) PAVEMENT .b 18"DOWEL _ wox 3. T1-(T LS")/ 2 BARS L 12" C\CONSTRUCTION JOINT w ,u;owo �_ ENDED DOWEL SIZES,SEE JOINT TYPES SHEET. - o ° STAMP: �q�ONAL ypncl C ONERDLRLINE, ((SEE NOTE \ "MIN. & PROFILE GRADE NDS.2 & 3) ` cLEARANCE > m ELEVATION - IMPACT SLAB,HIGHWAYS/STREETS/ROADS ASPHALT & CONCRETE PAVEMENT JOINT DETAIL 12"TD 18"TYP. FOR TRANSVERSE JOINTS ABUTTING ASPHALT 13437 NOT FOR USE UNLESS SPECIFICALLY CALLED OUT IN PLANS. NOTES 18"DOWEL BARS PAVEMENT IN RECONSTRUCTION DR NEW 30"NO.lO TIE BARS @ 12'O.C. & 1-O.C. 6"MIN.EMBEDMENT CONSTRUCTION PROJECTS WHERE T>7 IN. - Two (SEE NOTES 3,4,5,&]0> (SEE NOTES IN EACH SLAB C C N�3 CONSTRUCTION JOINT 2,3,& 4) 1. THE PAVEMENT EDGE IS TO BE PLACED APPROXIMATELY VERTICAL. U`jgT O TRANSVERSE JOINT fOF\ _ _ _ __ a no ALL JOINTS ARE PERPENDICULAR TO E 2. THE DOWEL BAR DIAMETERS SHALL BE DETERMINED BY THEC i + MULTIPLE LANE ROADWAY DETAIL SECTION B-B BAR DIAMETER TABLE. CRD � 15' C, So 3. THE TIE BARS SHALL BE EPDXY CDATED AND MEET THE 2011212023 •+ REQUIRE- MENTS OF AASHTO M 284. THE DOWEL BARS SHALL BE COATED TO ROADWAY BASE IS TO BE MEET THE REQUIREMENTS OF AASHTO M 254. .b'2"(TYP.DOWEL ___ - x RESERVOIR MUST BE CENTERED ON END OF NORMAL CONSTRUCTED,THEN 4. THE MAXIMUM TIED TRANSVERSE WIDTH SHALL BE 60 FEET. BAR SPACING) _ _ �_ CONSTRUCTION JOINT (SEE SEALED CONCRETE PAVEMENT EXCAVATED FOR ANCHOR LONGITUDINAL JOINTS THAT ARE UN-TIED IN ACCORDANCE WITH THE 1 = "^� 30"NO 10 TIE BARS CONSTRUCTION JOINT DETAILS, FOREGOING SHALL BE APPROVED BY THE ENGINEER.IN NO CASE J 01. CENTERED ON JOINT wf ASPHALT PAVEMENT /��r//I 15"TO 18"TYP. rn SHEET 3 OF 3) TRANSVERSE JOINT AT SHALL AN UN-TIED JOINT BE A CONSTRUCTION JOINT. RI��V/ TILLER RIGHT ANGLES TOE SEE CONCRETE TO ASPHALT JOINT DETAIL 5. A CONSTRUCTION JOINT SHALL BE AT LEAST 6 FEET FROM A SAWED 9"MIN.CLEARANCE 30"NO. TIE BARS 0 30" ° PERMISSIBLE JOINT. C.TO C.(SEE NOTES 3& 4) a' CONSTRUCTION JOINT 6'MIN.(SEE NOTE 5) 4 6. TRANSVERSE AND LONGITUDINAL JOINTS SHALL BE SAWED JOINTS. (SEN0.10 TIE BARS @ 12"C.TO C. •� °_°_ __ 7. SEALANTS AND PREFORMED SEALS SHALL BE APPLIED IN ACCORDANCE (SEE NOTES 3, 4, &]O) \ RD y y y WITH THE MANUFACTURER'S REQUIREMENTS. TYPICAL ROADWAY DETAIL 4 e\R gOWgY ° S. THE ANCHDR IS TO BE USED AT RAILRDAD GRADE CROSSINGS k1S -- PORTLAND CEMENT CONCRETE ADJACENT TO FLEXIBLE PAVEMENTS AND SIMILAR INTERRUPTIONS TO 2'-0'• THE CONCRETE PAVEMENT. lg'� \/ CONSTRUCTION JOINT SECTION C-C 5'-0' 9. MAKE A VERTICAL SAW CUT IN THE ASPHALT TO SERVE AS A FORM SUB-NOTES BAR DIAMETER TABLE � � � FOR THE END OF THE CONCRETE PAVEMENT. �N .a ALL JOINTS ARE PERPENDICULAR TO E DOWEL BAR v°D a m� ELEVATION - ANCHOR FOR END OF CONCRETE 10.PREFERRED PRACTICE IS TO PLACE THE CONSTRUCTION JOINT AT 0=w .b ALL DOWEL BAR SPACING TOLERANCE IS IN TRANSVERSE JOINTS ° THE LOCATION OF A PLANNED CONTRACTION JOINT AND USE DOWEL LU Z Q z TO 2"(ALSO SEE"ALIGNMENT TOLERANCE (UNLESS OTHERWISE NOTED \ \ ° y OPTIONAL BARS PER STD.TRANSVERSE JOINT DETAILS. a B FOR PAVEMENT DOWEL BARS"DETAIL). ON PROJECT) ° +��� `" ,w q' � 11.NOT TO SCALE rwI .c T/2i1" T- PAVEMENT BAR �pa'v p�ti .d THE PLAN ALIGNMENT IS FOR THE BAR THICKNESS DIAMETER \ oQ a 12.ALL LONGITUDINAL CONCRETE TO ASPHALT JOINTS SHALL BE AXIS TO BE PARALLEL TO CENTERLINE \ \ SUB-NOTES SAWED AND SEALED. AND PARALLEL TO PAVEMENT SURFACE. T <11" 1'/4" .f THIS ANCHOR IS NOT TO BE USED IN �,1►1'� - ll"S T S 13" 1'/2" 5Lkot,l fN CONJUNCTION WITH CONCRETE PAVEMENT. 55\ONAL T >13" 11'4" ALIGNMENT TOLERANCE FOR PAVEMENT DOWEL BARS SrEgF00'ti�m ����SrEgFoO Yam awe°=alas �htir� don 1, w.=L , G. REVISIONS scgLEs SHOWN STANDARD DRAWING s REVISIONS STANDARD DRAWING En lisp 9° n'' N0. DATE BV N0. DATE BY NO. DATE BY IDAHO English 'Ay Q SCALES SHOWN IDAHO g ARE FOR 11"X 17" ORIGIN.SIGNED BV:LOREN THOMAS " F° NO. DATE BV N0. DATE BY NO. DATE BY ARE FOR It"X 1]" ORIGIN.SIGNED BY:LOREN THOMAS 3 'F° 1 04-84 GB 6 Ot-91 GB tt 09-OB JRV PRINTS ONLY TRANSPORTATION STANDARD DRAWING N0, s'9� .yti R 1 4-4_ GB 6 Ot-91 GB tt 09-OB JRV PRINTS ONLY TRANSPORTATION STANDARD DRAWING N0, s'9� .yti R 2 01-85 GB ] 12-92 AS 12 t0-10 PLR CADD FILE NAME: DEPARTMENT "IGHWAYS PROGRAM OVERSIGHT ENGINEER POR T LAND CEMENT .' HIGHWAYS PROGRAM OVERSIGHT ENGINEER PORTLAND CEMENT .'° 3 08-8s GB 8 04-93 MSM 13 08-11 RSC 2 01-85 GB ] 12-92 AS 12 t0-10 PLR akDD FILE NAIVE: DRICIN.SIGNED Bv:TOM cDLB CONCRETE PAVEMENT 409 1 ?ii0 q f 3�io qa� oa-as ce e a4-s3 MSM 13 06-11 RC CAD FILE F 5i3 NAME: DEPARTMENT „ ORIGIN.SIGNED Bv:TOM cDLB CONCRETE PAVEMENT 409 1 yz q fQ O 4 08-86 GB 9 01-9] AS to 04-t3 RDL DRAWING DATE: CHIEF ENGINEER yAEL J.sP 4 08-86 GB 9 Ot-9] AS to 04-t3 RDL DRAWING DATE: CHIEF ENGINEER OyAEL J.s - 5 11-89 GB 10 I1-01 MOM APRIL,1984 BO SE DAHO REQUIRES SHEETS 2 OF 3 & 3 OF 3 SHEET 1 OF 3 5 11-89 GB t0 ]t-Ot MSM APRIL,1984 BOISE IDAHO REQUIRES SHEETS 1 OF 3 & 3 OF 3 SHEET 2 OF 3 NOT FOR USE UNLESS SEALANT: SPECIFICALLY CALLED 4 NORMAL TRANSVERSE JOINT SPACING IS 15' ' �/q"•''/ia" FOR IN PROJECT PLANS. a - 16 �/a� HOT POURED SEALANT (SUBSECTION 704.02) UNLESS OTHERWISE NOTED ON PROJECT.MAXIMUM \ END CONCRETE I� HOT POUR SEALANT 3 HOT POUR SEALANT l ANY PAVEMENT ADHERING TO THE FLUSH WITH SURFACE TRANSVERSE JOINT SPACING IS 15'.THE MINIMUM PAVEMENT �I SAWCUT (SUBSECTION 704.03) ���/"- /e"rVP. �'/"- /e"rYP. TRANSVERSE JOINT SPACING IS 9'.ALL ISOLATION (SUBSECTI N 704.03) CONCRETE FACE AFTER SAWING TRANSVERSE JOINTS MUST CONNECT ACROSS THE JOINT ° SHALL BE REMOVED APPROVED SILICONE TIE BARS(PER PAVEMENT JmNT ° ° ° v ° ° 'T CONC.FACE PAVE MENT.NORMAL LONGITUDINAL JOINT SPACING DETAIL THIS SHEET) °MIN.T/3 ° D n11N.T/� p v MIN.T73° SEALANT /4"T❑%" IS I & THE MAXIMUM IS 15'. THE LONGITUDINAL CURB p ° e ° ' BELOW SURFACE y r/ ALL TRANSVERSE JOINTS SHALL BE COINCIDENTAL WITH THE LANE 'BACDKER ° °1° ° JOINTS DOWELLED END CONCRETE LINES. THE MAXIMUM TIED WIDTH IS 60'. ALL i Rj1° a o ° PAVEMENT CONSTRUCTION JOINTS SHALL BE TIED.PAVEMENT / ° WIDER THAN 10 SHALL HAVE DOWELLED a A °y LONGITUDINAL JOINT. \ ) a' T ° T \ r ° ° a 2'MIN. e ISOLATION JOINT TYPE E-1 N \ ° 2'MIN. DOWEL ALL JOINTS TRANSVERSE JOINT v v THE BACKER ROD MUST BE ° AT TNTSERSECTIONB °` °� ° °\ ° d ° ° _ 0 °•° COMPATIBLE WITH THE SEALANT fl CONCRETE ASPHALT;,-`-, a ° AND SLIGHTLY DVERSIZED TO ° v o ' RESIST MOVEMENT DURING ' TRANSVERSE JOINT O SEALING OPERATIDN CATCH BASIN BOX OUT /^ SINGLE CUT SINGLE CUT WIDENED CUT MANHOLE MANHOLE BOX OUT Lr (NO SEALANT) (FIELD-INSTALLED SEALANT) (FIELD-INSTALLED SEALANT) CONCRETE TO ASPHALT BOX OUT DETAILS Q (SUBSECTI N EALAN)/ /i6' 1/2 TO 1 1N. CATCH BASIN N HOT POUR SEALANT /q"-�"TYP '/q � TYP TOOLED SURFACE REQUIRED �- 3/e' EXCEPT FOR SELF LEVELING '/"TO 3/e" PREFORMED COMPRESSION � T TYPE SEALANT SEAL (SUBSECTION 704.04) wN \ HOT POUR SEALANT a \ END CONC�IAVEME.T .SAC°KER 9 (SUBSECTION 704.Q3) �1/2,TO�]IN. ° END CONCRETE PAVEMENT LL ° ROD a \ BOND o TYPICAL PAVEMENT JOINT PATTERN ° BREAKER OR ° p APPROVED SILICONE ° p N BACKER ROD SEALANT (SUBSECTION 704.05) NOTES J ' _ a' T T � 0 e an NO.8 DEFORMED TIE BARS V \N \ THE BACKER ROD MUST BE \ 30"LONG AT 12"CTRS. J uJ FIBERBOARD \ a COMPATIBLE WITH THE RADIUS TIE ° OR OTHER • SEALANT AND SLIGHTLY 2'-0' /e L THE TYPICAL PAVEMENT JOINT PATTERN SHOWN IS FOR ILLUSTRATION PURPOSES 4-•� BAR ° 0 COMPRESSIBLE ° ° /e OVERSIZED TO RESIST °/a ° 7�, ONLY AND IS INTENDED TO BE USED AS A GUIDE IN DEVELOPING THE JOINT \ MATERIAL ' a a fl MOVEMENT DURING SEALING 2'-0" v° - ° PATTERN FOR THE PROJECT. THE CONTRACTOR SHALL PREPARE A PAVEMENT JOINT a v a fl 6" PROFILE °-a• °°aa °°ale°a PATTERN FOR THE ENTIRE PROJECT FOR APPROVAL BY THE ENGINEER. V y (SUBSECTION v a v OPERATION R-'/2" PROFILE GRADE ~�o%.° `°°-,° 000 - 7 Z ° 704,01) o o GRADE L a a a p p v 'e°y° TIED CONSTRUCTION JOINT v 2.WHEN POSSIBLE, MANHOLES SHALL BE CENTERED BETWEEN JOINTS. JOINT SPACING MAY BE ADJUSTED NEAR MANHOLES, WITHIN THE STANDARD LIMITS. SEALED CONSTRUCTION JOINT COLD All° a .,•a :,•a PAVEMENT JOINT DETAIL SEE STANDARD DRAwINc au-z. O (FIELD-INSTALLED SEALANT) ISOLATION JOINT SILICONE SEALANT N0.3 ,•a OUGH RFACE a°• •- •- v (FIELD-INSTALLED SEAL ANT) CURB g ^.ao "•°°.ao "•°=,ao 3.IF THE CONTRACTOR ELECTS TO BOX OUT AROUND THE MANHOLE OR CATCH 'y (WI TIE °•c°°°•c°°°•c ° ° 'A.,'I& BASIN FRAMES AND PLACE THE PAVEMENT AROUND THE FRAME AS A SEPARATE 11 ry NOTES: IDTH COMPRESSION SEAL F-CONCRETE PAVEMENT LIMIT CONCRETE PAVEMENT �I-1` OPERATION, TIED CONSTRUCTION JOINTS SHALL BE PLACED AS SHOWN IN THE OPTION 1 LIMIT ,v„ BOX BUT DETAIL. 1. FOR HOT-POURED SEALANT,SHAPE FACTOR D/W •1(TYPICAL,ONLY IF CRDSS-SECTIONS DpnDN z ° °°°°' BACKER ROD USED) (D) - _v•••�.ap 4.JOINTS IN THE CURBS SHALL COINCIDE WITH TRANSVERSE JOINTS IN THE SEALANT ° a PAVEMENT. DEPTH EALANT ° V HEAT RESISTANT BACKER ROD Revisions:Q 2. FOR SILICONE SEALANT,D/W -0.5 (TYPICAL) a • IIS va �•OF TYPE RECOMMENDED BY 5.SEE STANDARD DRAWING 615-1 FOR ADDITIONAL NOTES ON REQUIREMENTS FOR v °°•° THICKNESS OF PCC ft CURB 20 3POLCACOE AT)ft ° . 3. FOR TWO COMPONENT COLD-POURED SEALANT,D/W •0.5 (TYPICAL) ° ° TOP OF B °., e y?JOl FILLER MANUFACTURER CURB CONSTRUCTION. BACKER ROD 2'-0" 4. FOR PREFORMED COMPRESSION SEAL,W IS SIZED FOR SLAB & CLIMATE e V HOT POURED JOINT FILLER DETAIL 6.THE CONTRACTOR MAY PLACE CURBS AS SHOWN IN OPTIONS 1,2,OR 3. \ \ \ v PROFILE 5. SUBSECTION REFERENCES ARE ITO STANDARD SPECIFICATIONS FOR HIGHWAY COLD :a° GRADE 7.SAWED JOINTS SHALL BE'/" WIDE AND SHALL BE FILLED WITH HOT POURED :,�vo: CURB ELASTOMERIC JOINT FILLER MEETING REQUIREMENTS OF SUBSECTION 704.02 OR A CONSTRUCTION. JOINT •.a• • ,TIED TO 1"TYP. ° CONSIR�ICTION ' °•V �________ NEOPRENE COMPRESSION SEAL OF APPROVED CONFIGURATION MEETING THE 6. SEALANTS AND PREFORMED SEALS SHALL BE APPLIED IN ACCORDANCE ° 4 a ° a :;alo e , JOINT° 'a ' REQUIREMENTS OF SUBSECTION 704.04 MAY BE USED. WITH THE MANUFACTURER'S REQUIREMENTS. SUB-NOTES � '°'a14" F'CONCRETE ° ° afl'.°�v 7. SAW CUT TO CONTROL SLAB CRACKING SHALL BE T/3 DEEP."T"EQUALS DIMENSIONING REFERS TO SEALANT ° ° D PAVEMENT CONCRETE PAVEMENT v FIXTURE OR I D RESERVOIR ONLY. DEPTH OF SEALANT CURB TI DETAIL STRUCTURE DESIGN THICKNESS OF CONC.PAVEMENT. SHAPE FACTOR oR1cINnL sTOREo LIMIT RITIN LTo0REo S\ONAL f WIDTH AT IT, �55\ONAL fvC/ CURB & GUTTER DETAILS OPTION 3 TYPE E-1 g /yG. SEALANT SHAPE FACTOR srE 'Y ISOLATION JOINT -----' wPS, STEq 'Y RFO F °�s° ��"eon a«Iaonole aQ- F tiy< P e °.lapn° aQ- F cHti'9l P REVISIONS scgLEs SHOWN STANDARD DRAWING g REVISIONS IDAHO STANDARD DRAWING English °c o Q„_0' IDAHQ En lish y"'�'QRQ scgLEs SHOWN lYN'YU N0. DATE BV N0. DATE BY NO. DATE BY ARE FOR 11"X 1]" ORIGIN.SIGNED BY:LOREN THOMAS `x Fp N0. DATE BY N0. DATE BY N0. DATE BY ARE FOR 11"X 1]" ORIGINPL SIGNED BY:LOREN THOMAS FO 1 04-84 GB 6 Ot-91 GB 11 09-OB JRV PRINTS ONLY TRANSPORTATION STANDARD DRAWING N0. 'g R PRINTS ONLY TRANSPORTATION STANDARD DRAWING 2 01-85 GB ] 12-92 AS 12 10-10 PLR HIGHWAYS PROGRAM OVERSIGHT ENGINEER PORTLAND CEMENT a° cgpD FILE NAME: DEPARTMENT pa,, sr ° 3 HlcHwars PRocRAM OVERSIGHT ENGINEER URBAN CONCRETE 409-1 ?� 9 ADD FILE NAME: DEPARTMENT 4,r ORIGIN.SIGNED BY:TOM COLE PAVEMENT ZC 3 08-86 GB 8 04-93 MSM 13 08-11 Rsc 409-1_0513.d n ORIGIN.SIGNED BY:TOM IDLE CONCRETE PAVEMENT / �( a '� 411-1 y q>F C Q� DRAWIIG D n 4 08-86 GB 9 Ot-9] AS to 04-t3 RDL DRAWING DATE: CHIEF ENGINEER yAEL J.`'P DRAWING DATE: CHIEF ENGINEER yAEL J.SP Project No: 20-041 5 11-89 GB t0 ]t-Ot MSv APRIL,1984 BD$E DAHQ REQUIRES SHEETS 1 OF 3 & 2 OF 3 SHEET 3 OF 3 AUGUST,2011 BOISE IDAHQ SHEET 1 OF 1 Data: 10112/2023 Checked By: EC . PICKETS Drawn By: CR/JUQO 4"0 STEEL POST FILLED WITH FENCE HEIGHT,PER PLAN POST CONCRETE.COORDINATE COLOR AND/OR FINISH WITH OWNER. Sheet Name: MULCH PER LANDSCAPE PLANS Ln Site Details RAILS FINISH GRADE,REFER TO MATERIAL \z_ PLAN FOR ADDITIONAL INFORMATION. I I III- I I III-III I" CONCRETE FOOTING DEPTH. NOTES: i ;•, "• I- 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION. _ s := SLOPE TOP TO DRAIN. 2. HORIZONTAL AND VERTICAL BARS TO BE SPACED CLOSER THAN 4"APART OR WIDER THAN 8"APART TO AVOID EC ACCIDENTAL WILDLIFE ENTRAPMENT. _ O -I a I- 3. THE TOP OF THE FENCE MUST INCLUDE A CONTINUOUS FLAT PIECE OR STRAIGHT EDGE TOP BOARDS(NO SPIKES,PROTRUDING OBJECTS OR RAILS)TO HELP PREVENT INJURY TO WILDLIFE. 15"0 X THO" U -I I- 4. FENCE SHALL MEET OR EXCEED LISTED SPECIFICATIONS: TYPICAL CONCRETE L!J ENCASEMENT ° ll � •°-�' L POST SIZE: 2.5"SQ X 12GA (96-t"ON CENTER SPACING) . GATE POST SRE: 3"SQXI2GAATGATES ,o :. .� Sheet N0: lli-1J1 PICKETS: 1"SQ X 14 6A (4"ON CENTER SPACING) IL_LLI I-L_LL-I IL_LL RAILS: 1.75"X12GA ,5 RECORD DRAWING HEIGHT: 6.SEE PLANS FOR FENCE LOCATIONS. NOTES: FINISH BLACK POWDERCOAT. . a NOTES: 1. (3)BOLLARDS LOCATED AT GAS METER SHALL: TMe r,.While drawing has been prepared,m pad,,peed npan DESIGN PR FESSION by 5. POST FOOTINGS PER DETAIL 1/C2.51. purer:.wnne it,m Nicy,on is bllihur is to be...S ln,me Olielgx..y 0 thi, 1.2. NOT BE SPACED MORE THAN 4-FT O.C. C2.51 REFER TO SPECIFICATION SECTION 32 31 13 FOR FENCE INSTALLATION. 6. SEE SPECIFICATION 32 3113 FOR ADDITIONAL FENCE MATERIALS AND INSTALLATION REQUIREMENTS. nnot AL assure its accuracv,Ana tnus is not re5ponsibie for the accuracv of mis pp 1.2. NOT BE LOCATED LESS THAN 3-Fi FROM GAS METER,MEASURED FROM OUTSIDE OF BOLLARD. ecpra arawing or for env errors or omissions wnicn may nave been incorporated Into ,g t ae a,uslut Those,el­on tnle record document are adnsed to obtain Intlependent.anucation¢tits accuracy before applying It for any purpose. e Fence Post in Landscape Extruded Aluminum Open Style Fence Steel Site Bollard r 2 Scale:NTS 3 Scale:NTs By:The Land Group,Inc. DATE: 10.12.2027 Scale:NIS General Notes: Domestic Water Notes: Sanitary Sewer Notes: pivot ' 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE THE CITY OF TWIN FALLS STANDARD 1. THE WATER SYSTEM SHALL BE CONSTRUCTED TO CONFORM WITH THE MOST CURRENT STANDARDS SET 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST SEWER SPECIFICATION AND IB' SPECIFICATIONS AND DRAWINGS.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO FORTH IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS'(IRPDWS),2017 VERSION OF THE STANDARD DRAWINGS OF THE CITY OF TWIN FALLS STANDARDS AND SPECIFICATIONS,THE I.S.P.W.C..AND n o r th THE 2017 EDITION OF THE ISPWC AND THE CITY OF TWIN FALLS SPECIFICATIONS. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC)AND THE STANDARDS AND THE IDAHO WASTEWATER RULES. SPECIFICATIONS OF THE CITY OF TWIN FALLS. ARCHITECTURE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE 2017 VERSION OF THE ISPWC AND CITY OF TWIN FALLS 2. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE CITY OF TWIN FALLS. REVISIONS TO THE ISPWC ON SITE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE). 2. FIRE HYDRANTS SHALL CONFORM TO THE CITY OF TWIN FALLS STANDARD DETAIL F-1A AND TECHNICAL FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR SPECIFICATION 410,410.02(1)(B)1. 3. ALL SEWER PIPE WITH COVER OF GREATER THAN 3-FT SHALL BE BELL AND SPIGOT,POLYVINYL CHLORIDE A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. (PVC),SDR 35,ASTM D-3034,CELL CLASS 12454-B AS SET FORTH BY THE CITY OF TWIN FALLS.SEWER 3. FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE PIPE WITH LESS THAN 3-FT OF COVER SHALL BE DUCTILE IRON CONFORMING TO ANSI A-21.51,OR AWWA PIVOT NORTH ARCHITECTURE,PLLC. 3. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT CITY OF TWIN FALLS SPECIFICATIONS AND STANDARDS. C-151,OR AWWA C-900 PVC,OR AS APPROVED BY THE PROJECT ENGINEER.A RUBBER RING IS TO BE THE PROPER EXECUTION OF THIS WORK PRIOR TO BEGINNING WORK. INSTALLED WHERE THE PIPE IS IN CONTACT WITH A CAST-IN-PLACE CONCRETE MANHOLE BASE AND/OR 1101 W.GROVE STREET 4. ALL VALVES SHALL BE RESILIENT SEATED GATE VALVES,PER CITY OF TWIN FALLS STANDARDS AND ITS CHANNEL.IN ORDER TO ENSURE A WATER-TIGHT SEAL. BOISE,ID 83702 4. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY SPECIFICATIONS AND SHALL CONFORM TO ANSE/AWWA C-509 SPECIFICATIONS AND SHALL HAVE A www.pivotnorthdesign.00m THE ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR 200-PSI WORKING PRESSURE RATING.ALL VALVES SHALL BE ANCHORED. 4. SEWER PIPE CONNECTIONS TO EXISTING MANHOLES SHALL BE TEMPORARILY PLUGGED TO PREVENT FABRICATING WORK. DEBRIS FROM ENTERING EXISTING SEWER MAINS DURING CONSTRUCTION. 5. FLANGED OR MECHANICAL-JOINT GATE VALVES SHALL BE LOCATED IN THE STREET.ALL GATE VALVES 5. ALL CONTRACTORS,SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL ATTEND A SHALL BE SET AS CLOSE(FLANGE CONNECTED)AS POSSIBLE TO MAIN LINE FITTINGS(EXCEPT FOR FIRE STAMP: ONA RE 5. ALL MANHOLES SHALL BE CONSTRUCTED TO BE WATER-TIGHT WITH THE TOP OF CONE LOCATED WITHIN B C PRE-CONSTRUCTION CONFERENCE A MINIMUM OF THREE(3)WORKING DAYS PRIOR TO START OF WORK. HYDRANTS). 1-FOOT OF THE FINISHED GRADE.THE SEWER CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED NUMBER OF GRADE RINGS.THE SEWER CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA 6. ALL UNDERGROUND UTILITIES(GAS,TELEPHONE,POWER,CABLE TV,ETC.)SHALL HAVE A MINIMUM OF THE TOP OF THE MANHOLE CONE TO ASSURE THAT ALL RING ELEVATIONS MATCH FINAL GRADES. 13437 UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 3-FT OF HORIZONTAL SEPARATION AND 1-FT OF VERTICAL SEPARATION FROM WATER MAIN LINES. MANHOLES MAY HAVE 12-INCHES MAXIMUM OF GRADE RINGS. 7. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE 7. ALL WATER MAINS SHALL BE LEAK-TESTED,FLUSHED AND SANITIZED PER CITY OF TWIN FALLS 6. STUBOUTS FOR SERVICE LINES SHALL BE MARKED IN ACCORDANCE WITH THE CITY OF TWIN FALLS �rgTf OF 1O WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY.THE CONTRACTOR SHALL BE STANDARDS AND SPECIFICATIONS BY THE CONTRACTOR AND APPROVED BY THE CITY OF TWIN FALLS STANDARDS AND SPECIFICATIONS.SERVICE STUBOUTS WILL BE TO THE POINTS SHOWN ON THECCIr RESPONSIBLE FOR ALL BARRICADES,SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND PRIOR TO HYDRAULICALLY CONNECTING TO THE WATER SYSTEM. DRAWINGS OR AS MARKED BY THE PROJECT ENGINEER IN THE FIELD.SERVICE LINES SHALL BE 20 1272023 THE CONSTRUCTION AREA. CONSTRUCTED IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARD DETAIL S-8.THE SEWER SERVICE B. ALL WATER MAINS SHALL HAVE A MINIMUM DEPTH OF COVER OF 48-INCHES FROM FINAL FINISHED GRADE. MARKER SHALL BE IN PLACE FOR THE FINAL INSPECTION.SERVICE LINES SHALL EXTEND TEN(10)FEET 8. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE BEYOND THE RIGHT-OF-WAY AND/OR ANY UTILITY TRENCH,WHICHEVER IS FURTHER. APPROVING AGENCIES OR AS SET FORTH HEREIN,WHICHEVER IS MORE RESTRICTIVE.CONTRACTORS 9. NO,12 DIRECT BURIAL WIRE SHALL BE PLACED ALONG THE NORTH AND EAST SIDE OF WATER MAINS AND MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THIS REQUIREMENT AT SERVICE LINES.WIRE SHALL BE INSTALLED IN THE GATE VALVE RISER SO IT IS ACCESSIBLE FROM ABOVE 7. ALL SEWER SERVICES SHALL BE MARKED PER CITY OF TWIN FALLS STANDARDS AND SPECIFICATIONS. RIC 2Y' u;SMILLER THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER. BUT DOES NOT INTERFERE WITH VALVE OPERATION.A METALLIC TAPE MARKED"WATER LINE BELOW" SHALL BE INSTALLED 1-FT ABOVE ALL WATER LINES IN THE PUBLIC RIGHT-OF-WAY. 8. SEWER SERVICES LINE SHALL BE INSTALLED PRIOR TO STREET IMPROVEMENTS. 9. ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY AND MUST BE VERIFIED.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING 10. THE HORIZONTAL SEPARATION OF THE POTABLE WATER MAINS AND NON-POTABLE WATER MAINS SHALL 9. THE HORIZONTAL SEPARATION OF THE POTABLE WATER MAINS AND NON-POTABLE WATER MAINS SHALL WORK.EXACT LOCATION OF UNDERGROUND UTILITIES CAN ONLY BE DETERMINED BY PHYSICAL BE A MINIMUM OF TEN(10)FEET.THE HORIZONTAL SEPARATION OF POTABLE SERVICES AND BE A MINIMUM OF TEN(10)FEET.THE HORIZONTAL SEPARATION OF POTABLE SERVICES AND EXCAVATION OF THE UTILITY LINE AND SURVEYING THE LOCATION OF THE PIPE OR CONDUIT.CALL"DIG NON-POTABLE MAINS AND/OR NON-POTABLE WATER SERVICES SHALL BE A MINIMUM OF SIX(6)FEET. NON-POTABLE MAINS AND/OR NON-POTABLE WATER SERVICES SHALL BE A MINIMUM OF SIX(6)FEET. LINE",48-HOURS IN ADVANCE OF COMMENCING WORK,AT 1-800-342-1585. 11. WHERE IT IS NECESSARY FOR NON-POTABLE(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)LINES 10. WHERE IT IS NECESSARY FOR NON-POTABLE(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)LINES 10. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO AND WATER LINES(i.e.SERVICES OR MAINS)TO CROSS EACH OTHER,AND THE NON-POTABLE LINE IS AND WATER LINES(i.e.SERVICES OR MAINS)TO CROSS EACH OTHER,AND THE NON-POTABLE LINE IS (A)BACKFILLING TRENCHES FOR PIPE;(B)PLACING OF AGGREGATE BASE;(C)PLACING OF CONCRETE;(D) LESS THAN 18-IN ABOVE OR BELOW THE WATER LINE,THE NON-POTABLE LINE SHALL BE CONSTRUCTED LESS THAN 18-IN ABOVE OR BELOW THE WATER LINE,THE NON-POTABLE LINE SHALL BE CONSTRUCTED PLACING OF ASPHALT PAVING.WORK DONE WITHOUT SUCH APPROVAL DOES NOT RELIEVE THE OF MATERIALS CONFORMING TO WATER MAIN STANDARDS FOR A DISTANCE OF 10-FT ON BOTH SIDES OF OF MATERIALS CONFORMING TO WATER MAIN STANDARDS FOR A DISTANCE OF 10-FT ON BOTH SIDES OF N CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. THE WATER LINE IN ACCORDANCE WITH SECTION 550.06 OF IDAPA 58.01.08 OF THE IDAHO RULES FOR THE WATER LINE IN ACCORDANCE WITH SECTION 550.06 OF IDAPA 58.01.08 OF THE IDAHO RULES FOR Q= PUBLIC DRINKING WATER SYSTEMS.ONE FULL LENGTH OF BOTH WATER AND NON-POTABLE LINES SHALL PUBLIC DRINKING WATER SYSTEMS.ONE FULL LENGTH OF BOTH WATER AND NON-POTABLE LINES SHALL W Z O z 11. ONLY PLAN SETS STAMPED"APPROVED FOR CONSTRUCTION"AND SIGNED BY THE CITY ENGINEER OR HIS BE CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS BE CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS B AUTHORIZED REPRESENTATIVE SHALL BE USED BY THE PROJECT CONTRACTOR(S).USE OF ANY PLANS ON POSSIBLE. POSSIBLE. _j CMr THE JOB WITHOUT THE APPROVED FOR CONSTRUCTION"STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. 12. PIPE TRENCH SHALL CONFORM TO THE LATEST TECHNICAL SPECIFICATIONS OF TWIN FALLS.BEDDING AND 11. SANITARY SEWER MANHOLES SHALL CONFORM TO CITY OF TWIN FALLS STANDARDS AND SPECIFICATIONS �•/• BACKFILL SHALL BE CONSTRUCTED PER SECTION 409. SECTION 408.NO MORTAR SHALL BE USED WHICH HAS BEEN MIXED FOR A PERIOD EXCEEDING 30-MINUTES.EACH BARREL SECTION SHALL BE SET UPON A MASTIC AND SHALL BE TRIMMED FLUSH WITH , 13. CONTRACTOR SHALL FIELD VERIFY ALL VALVE BOX LID ELEVATIONS TO ASSURE THE LID ELEVATIONS THE INSIDE WALL OF THE MANHOLE.IF VOIDS OCCUR BETWEEN THE MASTIC AND INSIDE WALL OF THE MATCH FINAL STREET VALVE BOX ALLGRADE, D LIDS SHALL TER LID WITH T FINAL FINISHED GRADE. EXTENSION OF THE MANHOLE,THE VOIDS SHALL BE GROUTED FLUSH WITH THE INSIDE WALL OF THE MANHOLE. 12. ALL SANITARY SEWERS SHALL BE CLEANED AND TESTED AFTER BACKFILLING,BUT PRIOR TO SURFACE 14. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING RESTORATION. WATER USERS AFFECTED BY CONSTRUCTION. 13. ALL LINES SHALL BE CLEANED PRIOR TO TESTING BY MEANS OF A HYDROCLEANING ONLY.A FINE SCREEN 15. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION,MARKING AND PROTECTING ALL EXISTING SERVICE SHALL BE PLACED IN THE DOWNSTREAM MANHOLE TO PREVENT DEBRIS FROM ENTERING THE EXISTING CONNECTIONS. SYSTEM. 16. ALL TRENCH BACKFILL COMPACTION TESTS IN THE PUBLIC RIGHT-OF-WAY ARE TO BE WITNESSED AND 14. PIPELINES SHALL BE TESTED PER CITY OF TWIN FALLS STANDARDS AND SPECIFICATIONS SECTION 501. APPROVED BY THE OWNER'S SOIL TESTING REPRESENTATIVE. 15. THE CONTRACTOR SHALL TEST THE SEWER MAIN FOR DEFLECTION IN ACCORDANCE WITH CITY OF TWIN 17. THE CONTRACTOR SHALL PERFORM PRESSURE TESTS OF ALL WATER MAINS IN ACCORDANCE WITH FALLS STANDARDS AND SPECIFICATIONS.THE CONTRACTOR SHALL AIR TEST IN THE PRESENCE OF THE . SECTION 410 OF THE CITY OF TWIN FALLS STANDARDS AND SPECIFICATIONS AFTER BACKFILLING AND PROJECT ENGINEER ALL THE SEWER LINES AFTER BACKFILLING AND SETTLING OF THE TRENCHES PRIOR COMPACTING OF THE TRENCHES AND SHALL FURNISH ALL EQUIPMENT AND PERSONNEL REQUIRED TO TO THE INSTALLATION OF OTHER UTILITIES TO ENSURE THE INTEGRITY OF THE INSTALLED LINE.THE PERFORM THESE TESTS.ALL PRESSURE TESTS ARE TO BE WITNESSED AND APPROVED BY THE PROJECT CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND PERSONNEL REQUIRED TO PERFORM THE TEST.THE . ENGINEER OR INSPECTOR. CONTRACTOR SHALL RE-TEST ALL SEWER LINES IN THE PRESENCE OF THE CITY OF TWIN FALLS PUBLIC WORKS AFTER ALL UTILITIES HAVE BEEN INSTALLED AND PRIOR TO INSTALLATION OF THE STREET 18. PRIOR TO FINAL ACCEPTANCE AND USE OF THE WATER PIPE LINE,IT SHALL BE DISINFECTED ACCORDING SURFACING.THE CONTRACTOR SHALL SCHEDULE WITH THE CITY OF TWIN FALLS PUBLIC WORKS A TO SECTION 410 OF THE CITY OF TWIN FALLS STANDARDS AND SPECIFICATIONS AND THEN FLUSHED.THE MINIMUM OF 24-HOURS PRIOR TO THE RE-TEST. CONTRACTOR MAY TEST THE WATER LINE AFTER BACKFILLING AND SETTLING OF THE TRENCHES FOR HIS OWN BENEFIT PRIOR TO THE INSTALLATION OF THE OTHER UTILITIES TO ENSURE THE INTEGRITY OF THE 16. THE CONTRACTOR SHALL CLEAN AND CCTV ALL SEWER MAIN LINES.A HIGH QUALITY OVD AND LOG SHALL INSTALLED LINE.ACCEPTANCE TESTING WILL BE DONE AFTER UTILITIES HAVE BEEN INSTALLED BUT PRIOR BE PROVIDED TO THE CITY OF TWIN FALLS.VIDEO TAPING OF THE LINES SHALL BE IN ACCORDANCE WITH TO FINAL PAVING.THE DISINFECTION AND FLUSHING PROCEDURE SHALL BE TESTED TO DETERMINE IF THE THE CITY OF TWIN FALLS STANDARDS.WHERE AIR TESTING IS NOT APPLICABLE,ACCORDING TO THE APPROPRIATE MINIMUM CHLORINE RESIDUALS HAVE BEEN EXCEEDED.THE CONTRACTOR AND THE CITY ISPWC HYDROSTATIC TESTING SHALL BE REQUIRED.ALLOWABLE LIMITS SHALL BE ONE-HALF OF THE (V OF TWIN FALLS SHALL CONDUCT COLIFORM BACTERIA TESTING. LIMITS INDICATED BY THE ISPWC. Z 19. THRUST BLOCKS SHALL BE INSTALLED PER CITY OF TWIN FALLS STANDARD DETAIL T-2.THE THRUST 17. THE CITY OF TWIN FALLS PUBLIC WORKS MUST BE NOTIFIED IN ADVANCE TO BE ABLE TO CERTIFY O C BLOCKS SHALL BE PLACED IN THE PRESENCE OF THE PROJECT ENGINEER. MAINLINE TESTS AND PIPE INSPECTIONS. 20. FINAL APPROVAL AND ACCEPTANCE OF ALL WATER LINE CONSTRUCTION WILL BE BY THE CITY OF TWIN 18. SEWER INSPECTIONS WILL BE BY THE CIVIL ENGINEER.SUCH APPROVAL SHALL NOT RELIEVE THE FALLS ENGINEER. CONTRACTOR OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER.THE CONTRACTOR SHALL NOTIFY THE CITY OF TWIN FALLS 48-HOURS PRIOR TO CONSTRUCTION. 21. ALL WATER LINES SHALL BE INSPECTED BY THE PROJECT ENGINEER OR INSPECTOR AND APPROVED BY N THE CITY OF TWIN FALLS ENGINEER AT THE OWNER'S EXPENSE. LIJ I V) J J w U ILL a, Z z • w O _ u L a N Revisions:p D Project No: 20-041 Data: 10I17023 Checked By: EC . Drawn By: CR/JL/QO Sheet Name: Ln Construction Notes Q 0 o E O LU Sheet No: p RECORD DRAWING 3� B P This rewrd drawing has been prepared,in part,based upon information furnished by X g others.While this information is beli-d to be reliable,the DESIGN PROFESSIONAL C3.00 t gpp nnot assuren its accuracy,aad thus is not responsible for the accura.VnIthis ,g as ce'c tl g or for anV errprs or omissions which may have been incorporated into ying on iM1is reCOrtl tlocum¢nt are atlrisetl t0 obtain Intlepenarerelt Those reltlent.anucati-f it.accuracy befine applying It for any purpose. -Ea re BY:The Land Group,Inc. DATE: 10.12.2023 �kY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 6. - Sheet Notes: A. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C3.00. B. EXISTING AND PROPOSED CONTOURS ARE AT 1-FT INTERVALS. pivot ' C. ADD 3600'TO ALL SPOT ELEVATIONS FOR ACTUAL ELEVATION. ■ ■O■t■ ■ . - G TTTTTTTTTTTTTTT T-TTTT- . D. BUILDING FINISH FLOOR ELEVATION 3652.40 REFERS TO ARCHITECTURAL ARCHITECTURE , UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UG UGP GP UGP .� ELEVATION 100'-0". G G G G GG G G GGG G G G G G G G G G G GG Q E. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS NOTED OTHERWISE AS FOLLOWS: . G G G G- EG=EXISTING GRADE FF FINSH FLOOR PIVOT P NORTH ARCHITECTURE, LLC. A FG_FINISH GRADE 1101 W.GROVE STREET -- FL=FLOW LINE ------ TA/MX:49.53± ° ' GB=GRADE BREAK www.pivotnorthdesign.l;om . 2"W 12"W 12"W 12"W 12"W 12"W� 12"W 12"W .. 12"W 12"W 12"W \°• 3 LIP=LIP OF GUTTER \ MATCH EXISTING RIM=R STRUCTURE M F ANAL I / Tq MX:51.69« TAIMX:51.84« _ STAMP: Fi 12"W 12"W 12''W T P OF ASPHALT TBC OTOP BACK OF CURB TO=TOP OF CONCRETE I I i I _ - - - - - - - - - - - - - - - - - I- - - - - - - - - - - F. SIDEWALK HARDSACPE SHALL NOT EXCEED 2.0%CROSS SLOPE OR HAVE 13437 - - - - - - �- I I CROSS SLOPE LESS THAN 1.0%.LONGITUDINAL SLOPES SHALL NOT EXCEED Sl O 5%.SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1(H:V).NO 7Tf OF T_,a etail etail TA/MX:52.15± I I TNMX:52.29± TOLERANCES FOR SLOPES EXCEEDING MAXIMUMS WILL BE ALLOWED. \- TA/MX:49.78« I I TA/MX:50.00« CHENEY DR c4.o1 I 3s 10 12/2013 \ C4.013S 13652 I �NO2°11'07"E 74.00' S3\ G. REFER TO SHEET C5.00 FOR UTILITY PLAN&SHEET C4.10 FOR DRAINAGE . \\ -364 I I 36S0 S7 I PLAN. NNE 3643_ GENERAL CHANNELIZED FLOW DIRECTION FOR \ I I \\ 100-YR DESIGN STORM,WEST ALONG CURB LINE I `_----- -_- \ - r------- -� Y L__ Ke notes• ' ---- - - - - - - - - - �_ 1 T EXCEED 2%IN ANY DIRECTION WITHIN ADA ACCESSIBILITY RI §Cerg�/W.,.ILLER -_-- - SLOPES SHALL /�/V/V-10"SS lo.. -= S 10"SS 10"SS 10 s5� S 10"SS• c' S 10"SS S 12" a2 3S 12°SS:�T PARKING AREA.NO SS-- i 0 - " '• . • �- "° ° T T- 2. VERTICAL DIFFERENCE IN ADJACENT GRADES SHALL NOT EXCEED 1/4-IN. «. e ... - TTTTTT TTTTT-- -: TN TT oT F�\- 3653 TON T - T ° - ---- REFER TO STRUCTURAL DETAIL 6/S4.01 FOR ADDITIONAL INFORMATION. /\\I__--_ j \ LIP:52.05� Y� /� / 1 \ Em LIP:=0.33 *,0,, \ 7 II i102R/W - 3 9 FG:51.14 / FL:50.83 �� 0.N OAS/---- � o \ R/W �' \ ti 3651 $ I TBC/TC:52.24 LIP:51.95 R/W -_ EG:49.88 0 , _ S88°23'48"E 296.00' GB:52.29 LIP/GB:52.27 4.0:1 ,/ Q=o . ,y06 _FG_51.12 _ - - - � - _ _ _ L - ,560 f R/W- R/W RAW RANT RIN - ��° FL:50.67 LU cm 0- r - \\ 51.90 EG:51.47 a B III o ---- NLL y0. E � �P 51.79 52.25 LIP:51.79 ------- i -------- c^ FG:50.94 n \ 7 ----- 3 � 51.74 / �% --------- --------r-= FG:50.85 2$. 3 -- 2 GB:52.34 \ _ ro / o _ - _�-- - 3652- - - 52.23 --- --------- _ti -- - -m- M - -'�� / Y 52.25 LIP/GB:52.26 LIP/GB:52.26 U GB:51.93 51.99 "arO 4 M LIP/GB:51.85 LIP/GB:52.46 / I RIM:50.37 ,� A$- r FG:50.95 g 'S6y 52.35 ,�, „�, 52.35 52.29 GB:52.00 52.38 LIP:51.82 GB:52.15 1 52.38 52.38 52.38 '6 52.33 - - FG:52.22 52.W GB:52.36 51.79 I �SS• 52.40 92.40 52.40 r FG:52.22 - ' 52.33 52.34 `�^ 2 FG:52.24 FG:52.27 52.31 I 52.40 J RIM:51.65 GB:51.85 4.0:1 1 I I 0 52.33 52.40 mw„„wan o 52.40 FG:52.32 FG:52.28 52.32 , " ® eB 52.40 LIP/GB:51.82 ' FG:51.02 FG 51.3552.25 - 52.33 LIP:51.77 I LIP:51.86 FL:50.53 � I- LL 52. 52.40 52.40 52.14 RIM:52.00 2.7% I � EG:50.50 I 52 52.32 -- "" °o - EG 51.33 _ -3650- - 1 I 1 52.33 z„,,: PROPOSED FIRE 0 17% 47-1 - o STATION -1- o 52ao7 52.1s / uP/G6:52.m / GB ro I� :noon 52.19 LIP/GB:52.48 / 112.5% ?3� FF: 3652.40 - s2.3o 52 D LIP:52.04 1 IFL:50.7a 52.19 LIP:51.86 FG/GB:51.24 Lewn„ ® ® RIM:51.70 FG/GB:51.85 _ o o `" 52.40 2 52.4052.40 52.35 o GB:52.27 LINES:51.77 52.40 " I� ( N 1 1 LL 52.33 52.33 52.33 1 I 52.40 FG:51.90 FG:51.90 2 TBC TC:52.15 LIP/GB:52.48 52.40 52.40 52.40 52.23 3 Z 0 1 2' 52.29 FG:52.40 FG:52.40 52.40 I O NI + 1� F C 1 = 52.29 52.38 52.38 52.38 -� E- - _ 52.38 52.30 LIP:51.70 ,9H 1 I @I 52.35 ^ 52.35 52.291,9% 3p 52.40 52.38 w�N FG:52.06 GB:52.21 52.29 FL:51.62 Q ti c LL RIM:51.64 4.0:1 TBC/TC:52.13 - FL:50.53 GB:52.19 52.07 RIM:51.60 8"D \ LIP:51.75 N 1 FG:51.03 FG: TBC/TC:52.07 LIP:51.83 w I 3652 LIP TBC/TC:52.00 GB:51.96 52.13 TBC/TC:51.95 \� LIP/GB:51.86 I� ILLJ LIP:1 EG 51.27 I< 52. EG:50.88 3.0% /TC 5 2.2 LIP:51.45 LIP/GB:51.33 LIP/GB:51.50 LIP:51.39 ,�� LIP/GB:.77 U- � TBC/TC:52.23 s2 LIP:51.77 LIP:51.31 h \ N I J w // I etail LIP:51.00 3651 ) I a-.r Q s / \y c4.01 8"W 8"W 8"W 0 ILL / I \ o�., FG:50.55 LIP:51.22 I } 2q a v z Z RIM:50.20 FG:50.48 O-X \ 3�1 - / LIP:52.45 5 U FG:51.43 - 3651--LIP:52.22 LIP:52.34 r. RIM:50.00 LIP:50.20 ry 1.2% LIP:50.29 0.45% / 4.0% I Revisions:Q y 1 y 1 52.42 52.57 EG:51.43 / I RIM:51.26 / RIM:51.31 / 1 1 / I 1 � RIM:51.40 1 I D / I FG:51.44 FG:51.34 � RIM:51.67 1 \ / RIM:54.78 1 12"SD 12"SD 12"SD 12"S� 1 1 RIM:51.71 FG:55.34 y FG:55.44 I I\ / FG:\ � � _ _ � i Project No: 20-041 . I I FG:55.69 \ o I L-- ----- ------ ��_- FG:55.54 - - /---------J I_ Data: 10112023 FG:51.69 Checked By: EC Drawn By: CPJJL/QO - - - y Sheet Name: Ln 1 0 ; --- Site Grading Plan ------ z I Q I I � 1 I E O U Lit Sheet No: RECORD DRAWING P This o-d d as,mg has been prepared,in part,based upon information furnished by s others.While this iOn-tion is believed to be reliable,the DESIGN PROFESSIONAL C4.00 pp cannot assure its accuracy,aad thus is not responsible for the accuracy of this ,g t ae n record tl g or for anV errors or omissions which may have been(....pointed into y en iM1ie reCOrtl tlecum¢nt are adored t0 obtain Intlepearerult Those reling ntlent.anucati¢n of it.accuracy baton applying It for any purpose. Site Grading Plan 20 g Horizontal Scale: 11=20, BY:The Land Soup,Inc. DATE: 10.12.2023 �kY 1 2 3 4 5 6 Sheet Notes: A. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C3.00. _ I � \ B. EXISTING AND PROPOSED CONTOURS ARE AT 1-FT INTERVALS. pivot ' \ \ C. ADD 3600'TO ALL SPOT ELEVATIONS FOR ACTUAL ELEVATION. O t I / I \3sso D. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS NOTED OTHERWISE ARCHITECTURE AS FOLLOWS: I : I \ FF-FINISH FLOOR _____________________________ ___________________ - . LIP:49.79 \ LIP:50.33 LIP/MX:50.54± I FL=FLOW LINE GB=GRADE BREAK e I FL:49.67 - FL:50.25 I LIP=LIP OF GUTTER PIVOT NORTH ARCHITECTURE,PLLC. A _ - -�- - - 11 W.GROVE STR T 0.7% - - - - - - - - - - - - - - - - - - - - - - - - - 1.3% � -�\ LP-LOW POINT BOISE,ID 83702 FL:49.79 1.1% FL:50.36 MX=MATCH EXISTING www.pivotnorthdesign.00m m 49 80 50.38 GB °°°° ---- __ - RIM=RIM OF STRUCTURE o ° 50.46 ° 50.92 13 TA=TOP OF ASPHALT STAMP „q�ONAL G0 49.79 _ _-- - 4 -10"55 10"SS 10"SS 10"SS _ \ EXIST RIM: g I:50.20 TBC=TOP BACK OF CURB C S S 1 SS 10"SS 10"SS 10"SS 10"SS 10"Sg 1 51. TC/MX:49.77± / 50.16 000 ° / TC=TOP OF CONCRETE q0� h \S ` r °' \ °o P E. SIDEWALK HARDSACPE SHALL NOT EXCEED 2.0%CROSS SLOPE OR HAVE 13437 Q .I 4.6%_ ° °° �� ��. '9$ `9g I oc� a f 6.7% 6y� T1 I Q CROSS SLOPE LESS THAN 1.0%.LONGITUDINAL SLOPES SHALL NOT EXCEED r\ °o°Oo° FL:49.86 FL:50.46 - I 5%.SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1(H:V).NO sigTo . I TC/MX:49.86± / TC/GB:49.91 50.51 0°0° o TOLERANCES FOR SLOPES EXCEEDING MAXIMUMS WILL BE ALLOWED. f OF t 50.25 49.92 TC/GB:49.92 TC/GB:50.52 X�" 51.01 51.15 I �1CCls�'" W3 ° GB F. REFER TO SHEET C5.00 FOR UTILITY PLAN&SHEET C4.10 FOR DRAINAGE 49.89 - - - - _ 5p ° ---- ----- TC/MX:51.23± 20 12/2023 t 36 -3651- PLAN. T T�T T1'�T T T T T T -TAT T T °T ° T T T T IT T T TC/GB:50.51 T° T T T T T---T -- T= \ U - c I I - t, _ I _ Fu%CeYgusm1LLER Detail1 5' °' Horizontal Scale: 1"=5' W Z c a B I /� I I H_JCM� TA/MX:51.39± Tq/MX:51.71« TA/MX:51.87« I \ _ LIP/MX:51.35± LIP:51.58 LIP:51.82 I LIP/MX:52.03± I FL 51.45 -FL:51.69 --------- - - - - 0.7% � F --_- - 1.0% -- FL:51.58 - L ---_- - FL:51.82 w� $ e' G0 51.58 51.82 GB I__ 51.91 TC/MX:51.88± 51.82 51.56 G6�i-- ___3652- - \GB TC/MX:52.50 10"SS- 10"SS I 10"SS o°o°o°o 10"SS S 12"SS 12"SS 12"5S oo 52.46 1"SS 12"SS o` EXIST RIM:52.08 .S.g- I�Q 3.5% ae RIM:51.62 sae'0 7.8% TC/MX:51.90± TC/MX:51.96± 51.91 /TC/GB:51.66 ° 51.68 51.93 TC/GB:52.01 1 o. 52.55 FL:51.62 FL:51.87 °� ------ - - TC/MX:52.59± -T T T T T T T T T T T T T T-3652,T 1--_T } T T T TI T T T T 3652 I I --------L- ----- I Detail 0 S 10, z CHorizontal Scale: 1"=5' O �r Q P IL J tiry FG:51.92 FG:51.97 FG:52.02 ILL FG:51.89 V) 52.44 52.43 52.43 LP:52.40 52.15 J LP:52.40 LP:52.40 52.45 J w FG:52.02 LP:52.40 GB GB GB-GB U ILL Z • w O _ 52.42 52.47 all 52.47 52.47 U L L a N GB-GB GB GB FG:52.02 LP:52.40 Revisions:Q LP:52.40 LP:52.40 52.45 52.44 52.43 52.43 LP:52.40 51.99 FG:52.02 FG:52.02 Loam LIP:51.88 FG:52.02 D Detail 3 Horizontal Scale: 1"=5' Project No: 20-041 Date: 10I17J2023 Checked By: EC . Drawn By: CR/JL/QO Sheet Name: Ln Grading Enlargement z Plan Q 0 o E O LU Sheet No: RECORD DRAWING P This reems srawing has been prepares,in part,bases upon information furnished by A others.While this information is believes to be reliable,the DESIGN PROFESSIONAL C4.01 gpp record tl nnot assuren its accuracy,aad thus is not responsible for the accuracy of this ,g t ae l g or for anV errors or omissions which may have been incorpointed into en iM1ie reCnrtl tlocum tlri¢nf are aeetl t0 obtain Intlepentlentarerult Those reying reriticafion of its accuracy betmeapplying It for any purpose. -Ea �Xe BY:The Land Group,Inc. DATE: 10.12.2023 �kY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 6. - Sheet Notes: A. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C3.00. B. EXISTING AND PROPOSED CONTOURS ARE AT 1-FT INTERVALS. pivot ' C. ADD 3600'TO ALL SPOT ELEVATIONS FOR ACTUAL ELEVATION. ■ ■O■t■ ■ . - G TTTTTTTTTTT-TTTT T-TTTT- . D. BUILDING FINISH FLOOR ELEVATION 3652.40 REFERS TO ARCHITECTURAL ARCHITECTURE , UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UG UGP GP UGP [p] ELEVATION 100'-0", G G G G GG G G GGG G G G G G G G G G G GG Q E. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS NOTED OTHERWISE AS FOLLOWS: .� GGGG- FF=FINISH FLOOR FG FINISH GRADE PIVOT P NORTH ARCHITECTURE, LLC. A FL_FLOW LINE 1101 W.GROVE STREET -- GB=GRADE BREAK ------ // I I °• .• \ LIP=LIP OF GUTTER 2"W 12"W 12"W 12"W 12"W 12"W� 12"W 12'M! 12"W 12'M! 12"W \•• MIX-X=MATCH EXISTING www.pivotnorthdesign.l;om �i 1 RIM RIM OF STRUCTURE TA=TOP OF ASPHALT ONAL 12"W 12"W 12''W� TCC=TOP BACK OF RB STAMP: TOP OF CONCRETE a�� F. SIDEWALK HARDSACPE SHALL NOT EXCEED 2.0%CROSS SLOPE OR HAVE 13437 CROSS SLOPE LESS THAN 1.0%.LONGITUDINAL SLOPES SHALL NOT EXCEED T 5%.SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1(H:V).NO mrgTo . TOLERANCES FOR SLOPES EXCEEDING MAXIMUMS WILL BE ALLOWED. f OFF I � CHENEY DR �� `° I I � G. REFER TO SHEET C5.00 FOR UTILITY PLAN,SHEET C4.10 FOR DRAINAGE PLAN .3S l0 12/2023 -gs 136S2\ I S3 &SHEET C4.00 FOR BASE BID GRADING PLAN. I I 3SSQ Sr_ I S02°71'07W 74.00' \-3643_ ,364 9� \ \ J L\ I_-I \\ Bid Alternate Keynotes: \ L------- ----- --------------- r------- --- --- _ - -- - -- - - RI C g ILLER d -10"SS 10"SS -= S 10"SS 10"SS0 s5� 8 10"SS• " S 10"SS - 8 12" a2 SS 12°SS:�T 1. BID ALT.N0.1:PAVED,WRAP-AROUND DRIVE NOT INSTALLED T - I T T ...T.. T - _ T _T T I -., T T- 2. BID ALT.N0.2:PAVED PARKING STALLS. NOT INSTALLED . TTT° T TTT TTTTT---+ T�TT o°T - - . /� AL D? 3. BID ALT.NO.3:SPORTS COURT v M'- T . �-� A:51.15 �R/W� -� '�" ti / , S88°23'48"E 296.00' 6g1� R/W RAN T R/W - - _ LU Z 0 TA:50.94 0- \ \ =Q ------- TA:50.94 ----- -_ ---- -- - -- - - - - -- � TA:51.00 oorci nm ® aP�a ' TA:51.33 jq7. „nu o . ' I TA:52.10 oe _ -3650- - I PROPOSED FIREr o - / / .4% „w� o STATION / FF: 3652.40 - / TA/GB..52.22 1.9% Eo, nw �ernw L-IR / I I G 4 J I TA/GB:51.85 N �~ , ono o o mnE:: N I C 3 l I ml SS2 � \ Q I s a \ o z TA:51.45 TA:51.20 \ I m LLI an ILL I � \ J w \ 76 Vow 8"W 8"W 8"W I *' ILL o TA:50.55 TA:51.65 I w / / Z Z O u // \\ •� TA:51.35 3651--- L ti \\ // I �� \• •� LIP:50.38 � LIP:50.48 P E - / o I W TA:51.12 TA:51.35 ---_ ------ -� \ LIP:50.26 6 30 LIP:50.36 r Revisions:Q / TBC/FA:51.37 \ RIM:49.I I I LIP:50.10 3650 87/ LIP:50.20 3650 113651---��- / I � / _ - - - - 2 - - - O i / i I O I TA:51.84 TA:52.09 � I I EP EP EP- SD- 12"SD 12"SD 12"SD 12"SD I y P r oI a Gt No: 20-041 0 . o I - - _ - - - - - - - - J I Data: 10112/2023 'III Checked By: EC �I\\ Drawn By: CR/JLIQO I / \ I � \ N88°23'48"W 296.00' y SheetName: Ln Site Grading Plan Bid ---- z Alternates I I I � I E O U LIJ Sheet No: 55 RECORD DRAWING s This-end d-mg has been prepenul,in part,basetl upon information furnished by P others.while this int¢rmati¢n is helievetl to be reliable,the OEGICX PROFESSIONAL this AL C4.02 �•O pp cannot assure its accuracy,antl thus is no[responsible for the accuracy of this L ,g t as a result^Those rel record tl g or for anV errors or omissions which may have been inc¢rpointed into ying on fM1is record tlocum¢nt are atlrisetl t0 obtain Intlepentlent veriumati¢n of its....raey before applying It for any purpose. Site Grading Plan - Bid Alternates 20 g Horizontal Scale: 1'=20' BY:The Land Group,Inc. DATE: 10.12.2023 �kY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 6. Sheet Notes: A. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C3.00. B. BUILDING FINISH FLOOR ELEVATION 3652.40 REFERS TO ARCHITECTURAL pivot ELEVATION 1 DY-0". A ■/F`^ \ C. REFER TO SHEET C5.00 FOR A DETAILED UTILITY PLAN. ■ ■o 11`■ ■ TTTTTTTTTTT- TTTTTTTTT ARCHITECTURE UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UG1 UGP4--G []p D. ALL PERFORATED STORM DRAIN PIPE(PERF SD)SHALL BE EITHER ASTM G G G G GG G G GGG G G G G G G G G D3034 SDR-35 PVC OR ADS N-12 AASHTO M252 UNLESS OTHERWISE NOTED. �7 E. ALL SOLID WALL STORM DRAIN PIPE(SD)SHALL BE EITHER ASTM D3034 G G G G- SDR-35 PVC(4"-15"),AASHTO M252 ADS N-12 WF(4"-10")OR AASHTO M294 ADS N-12 Wr(12'"11")UNLESS OTHERWISE NOTED. PIVOT NORTH ARCHITECTURE,PLLC. A Q 1101 W.GROVE STREET F. ALL PIPE FITTINGS,BENDS AND JOINTS SHALL BE WATER TIGHT. PROVIDE BOISE,ID 83702 N PIPE 2"W 12"W 12"W 12"W 12"W 12"W 12"W 12" 12"W 12"W 12"W 12"W G REQUIRED FITTINGS TO TRANSITIONBF OMEACTUAM INSTALLED LENGTHAND AL SIZE WWW,pivotnorthdesign.00m G. PIPE LENGTHS NOTED MAY DIFFER 3 ARE PROVIDED FOR REFERENCE. STAMP: ONAL 12"W 12"W 12"W Keynotes: 3 _ _ _ _ _ _ - - - - 1. EXISTING STORM DRAINAGE STRUCTURE. 13437 CORE INTO EXISTING RM DRAIN MANHOLE FOR NEW 11 PROVIDE WATER-TIGHT CONTRACTOR SHALL VERIFY CONNECTION, �r4 OF - - - - - - - - - - - - - - - - Tf INVERTS PRIOR TO CORE DRILLING,BRING ANY DISCREPANCIES TO THE CHENEY DR l o ENGINEER'S ATTENTION IMMEDIATELY.SEAL AND GROUT EXISTING �IQ = e EASTERLY OPENING WATER TIGHT.ADJUST RIM TO DESIGN FINISH 20 12/2023 u GRADE. 1 N 2. DOWNSPOUT CONNECTION PER DETAIL 1/C5.50.CONTRACTOR TO VERIFY _ LOCASHEETION ANDI ALL3648.90. g yEONT WITH ARCHITECTURAL DOWNSPOUT.REFER TO ��///-� q \�,�/s, -10"SS 10"SS S 10"SS 10"SS 10"SS S 10"SS " S 10"SS 12" .- - -a2"SS • 12"S$�T 3. INSTALL TYPE I CATCH BASIN INLET PER ISPWC SD-601 WITH 1-FT SUMP. RI �y gUSMILLER - .. .. 3.1. IF X STING 10 N AI n^ .v BASE BID STORM DRAIN INLET BE RELOCATED TO THIS LOCATION •.. E SEWER M N 0 . T Ta T T' T T T T 7 T T T:. T T T��T• T oT T �l�--QQ T T I I ..T: T- T TAT T T T T T T T- BID ALTERNATE 215 ACCEPTED. XST SD STRC _ 4. INSTALL 1000 GALLON SAND&GREASE TRAP PER DETAIL 3/C5.50. EXISTING STORM DRAINSTRUCTURE ry T 4.1. INSTALL ONLY(1)STORM DRAIN CONNECTION AT THIS LOCATION.REFER RIM:3649.75± SO STRC 1.0 TO PLAN FOR BASE BID VERSUS BID ALTERNATE NO.2 CONDITIONS, SUMP:3645.30 D 1.1 TM INLET PER ISPWC SD-601 BOTH LOCATIONS AND INVERT ELEVATIONS ARE PROVIDED. IE IN:3646.40,12-IN EXIST.PVC N O RIMSU:365 474± 7.98 NG ' -R/W- - T OHONT'.3646.30,12-IN SD(S) - Q? - / - -R/WS88°23'48"E 296.00' - _ _ _ _ - _ _IE OUT:3648 98,8NIP-INSD(S) r- 5 COVER OV R PPEPR OLDCASTLE PRECAST OR APPRO. INSTALL 30"DIA.CATCH BASIN INLET BOX IVED EQUAL,PROVIDIE MINIMUM LL, p 0- z z 5.1. GRATED COVER. =Q B . ------------- z F m W 5.2. SOLID COVER. H --- ___ o I ------- ------------- ------- ---- - -- -------�- r-- 6. INSTALL SEEPAGE BEDW PER DETAIL DETAIL 2/C5.50. l� -------------------r SO STRC 2.0-- -"`,�,. 3T f ae I DIMENSION:LENGTH=21 0',WIDTH=40%DEPTH=4.70' _ -----L - 30-IN DIA.CATCH BASIN- - - ------- ------------ ------ -------- TOP OF DRAIN ROCK:3649.00 51 RIM'3650.37± I 4"SS O SO STRC 1.1 a I 12-IN PERF PIPE IE:3645.36 SUMP:3645.16 I BOTTOM OF DRAIN ROCK:3644.30 INL I E IE IN:3646.16,12-IN SD(N) (F�3.Q) RIM:3651.73± _ 'S IE OUT:3646.16,12-IN SD(S) vR ISPWC SO I 7. INSTALL OBSERVATION WELL PER ISPWC SO-627. I 3 SUMP:3647.54 I Id I r r IE IN:3648.54,8-IN SD(N)7 I IE OUT:3648.54,8-INSD(S) v1� 3 "°"a - - - - - ®• ® o �� 0 2 21-LF OF B-IN SD AT dl 2 _ 14-LF Ou6-IN SD AT 1.98% I I I 29-LF OF 6-IN SD AT 2.0%MIN. SD STRC 1.2 crane "o 24-LF OF 8-IN SO AT 1.00% PROPOSED FIRE o 0 30-IN DIA.CATCH BASIN ® RIM:3652.00± STATION w:" SUMP:3647.33 O 14-LF OF 6-IN SD AT 2.0%MIN. IE IN:3648.33,8-IN SD(N) LL I FF:3652.40 IE OUT:3648.33,8-IN SD(S) 27-LF OF 6-IN SD AT 2.0%MIN. moo, 'po o e 2 SO STRC 1.3 I INLET PER ISPWC SD-601 I EXISTING I �r � ee RIM:3651.78± 25' ae `?I o s F -1 F -1 F " �y I�El I I� I� I� SUMP:3647.09 (-J EASEMENT LL I IE IN:3648.09,8-IN SO(N) IE IN:3648,09,6-IN SD(W) z o I _ IE OUT:3648.09,8-IN SO(S) I O C I I L I I LL I I Q 4 68-LF OF 8-IN SD AT 1.00% LIJ N I I 0 SO STRC 1.5 I SD STRC 1.4 INLET PER ISPWC SD-601 30-IN DIA.CATCH BASIN O RIM'3651.72± I U_ E2 o RIM:3651.60± SUMP:3646.67 --� 5.1 -- O SUMP:3647.35 IE IN:3647.67,8-IN SO(N) Q I o J w c L - --------------- IE OUT:3648.35,8-IN SO(E) - -- EIN:3647.67,8-IN SO(W) J j I r IE OUT:3647.67,8-IN SD(S) I I Q a"W a` a ll o } SD STRC 2.1 I c� I 30-IN DIA.CATCH BASIN L-----w ------------------------------------------- -a--------- v Z z O51 RIM:3650.20± SD STRC 1.6 U SUMP:3644.61 INLET PER ISPWC SD-601 - O O IE IN:3645.61,12-INSD(N) 3 RIM:3650.00± I ry IE OUT:3645.61,12-IN SD(S) O SUMP:3646.96 I \ E OUT:3647.96,8-IN SD(E) I I I I I o j 818D ?9-z,, Revisions:Q SD STRC 1.6A(BID ALT#2) QJ1 8 jNSD4,7. y INLET PER ISPWC SD-601 89% 4.1 SG TRAP 1 RIM:3649.87± III 8'SD 1000-GAL.S&G TRAP I SUMP:3647.26 8,SD RIM:3651.26± U) I I IE OUT:3647.26,8-IN SD(BID ALT#2)(E) O IE IN:3646.78,8-IN SO(W) 48-LF OF 8-IN ED(BID ALT#2)AT 1.00% O IE IN:3646.78,8-IN SO(N) 7 E IN:3646.78,8-IN SO(W) D ., 000-GAL.S&GRAP IE OUT:3646.45,8-IN SO(S) - - - - - - - - - - - - - - - _ - - - 01SG TA P T 29-LF OF 8-IN SD AT RIM:3651.67± O I c l IE IN:3645.36,12-IN SD(N) 200-LF OF 12-IN PERF SO AT 0.00% SD STRC 1.7 IE OUT:3645.1,12-IN SO(E) O 12"SD 12"SD 12"SD 12"SD 12"SD 30-IN DIA.CATCH BASIN RIM:3654.78±(5.2 12-LF OF_12-IN SO AT 0.00% SUMP:3644.36 IE IN:3645.36,8-IN SO(N) Project No: 20-041 210' IE OUT:3645.36,12-IN SO(W) I N I I o I L-- _--- - ---------------- I Data: 10112023 18-LF OF 12-IN SO AT 0.00% Checked By: EC . Drawn By: CR/JL/QO I o _ N88°23'48"W 296.00' I I Sheet Name: "' Plan Site Drainage � II (D I I z I N I I I \ I I 5 Q I I Q I I E O U LU Sheet No: RECORD DRAWING g P This reeord drawing has been prepared,in part,based upon information furnished by A others.While this nfmmation is believed to bereliable,the DESIGN PROFESSIONAL ^�. O gpp nnot assure its accuracy,aad thus is not responsible for the accuracy of this (v- 1 t ae a rereltn Those ref cord tl g or for any¢mars or omissions which may have been i....pointed into ying en iM1ie reCnrtl tlecum¢nt are atlrieetl t0 obtain 9 Intlependent verification of it.accuracy bef-applying It for any purpose. nO Site Drainage Plan 20 g Horizontal Scale: 1'=20' BY:The Land Group,Inc. DATE: 10.12.2023 N12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 4 5 6. Sheet Notes: A. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C3.00. B. UTILITY CONTRACTORS ARE RESPONSIBLE FOR VERIFYING LOCATION AND pivot ' ELEVATION OF ALL EXISTING UTILITIES AND TIE IN POINTS PRIOR TO-T T T T T T T T north G CONSTRUCTION.IF CONFLICTS OR DISCREPANCIES EXIST,THE CONTRACTOR - SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY FOR ADDITIONAL TTTTTTTTTTT DIRECTION. ARCHITECTURE UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UG UGP GP UGP G G G G GG G G GGG G G G G G G G G G G GG � C. REFER TO SITE GRADING PLAN SHEET C4.00 FOR FINISH GRADING L INFORMATION AND SITE DRAINAGE PLAN SHEET 4.10 FOR DRAINAGE INFORMATION. G G G G- D. PIPE LENGTHS NOTED MAY DIFFER FROM ACTUAL INSTALLED LENGTH AND PIVOT NORTH ARCHITECTURE,PLLC. A ?o 3 ARE PROVIDED FOR REFERENCE. 1101 W.GROVE STREET °' EXISTING 12-IN WATER MAIN °°, E. BOTH DOMESTIC AND FIRE SERVICE WATER LINES REQUIRE A BACKFLOW POISE,ID 83792 2"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W N 12"W 12"W 12"W 12"W •. PREVENTION DEVICE AT THE POINT OF ENTRY TO THE BUILDING.THE TYPE OF www.ivotnorthdesi n.00m DEVICE IS CONTINGENT ON THE DEGREE OF HAZARD AND MUST MEET IDAHO 9 DEG STANDARDS. ANAL l a I 3 7-LF 8-IN C900 STAMP: � F„yc 12 W 12 W 12 W F. ALL SEWER&GRAVITY IRRIGATION PIPE SHALL BE BELL AND SPIGOT,PVC, q0� SDR 35,ASTM D-3034,UNLESS SPECIFICALLY NOTED OTHERWISE. I Q G. ALL WATER SERVICE LINES SHALL BE CONSTRUCTED WITH MINIMUM CLASS 13437 200 POLYETHYLENE PIPE CONFORMING TO AWWA C-901. `PlgTf OF T�o CHENEY DR I I I e H. ALL WATER DISTRIBUTION MAINS INCLUDING FIRE SERVICE LATERALS �1CCl • SHALL BE CONSTRUCTED WITH CLASS 165 PVC PIPE CONFORMING TO 20 12/2023 I I AWWA C-900. I. ALL SANITARY SEWER CLEANOUT LIDS SHALL BE MARKED'SS CO"OR 1 4 1 E:±3642.12 4 I I z OTHER PRE-APPROVED ABBREVIATION. I ------ -------------------� ------- L----� ���//J//-+� /f�\�,�/s, -10"SS 10"SS S 10"SS 10"SS 10"SS S 10"SS S 10"SS 12 EWER MAIN'-a2 SS 12"SS ,�T J. REQUIREMENTS. D-403 FOR THRUST BLOCK INSTALLATION AND RI �y �/W.,.ILLER X STING 10 N AI _ a .. e° • •�'°• T T T T T TTT T- :°E SEWER MAIN E)ISTING 12-INS . T T T T° T T T-T-T T T T T T T a T I $T T �l Q IT T _ . 3 T �T T T T Sewer Keynotes: -O 34-LF 6-IN C900 1. INSTALL 4-IN SANITARY SEWER SERVICE PER CITY OF TWIN FALLS STANDARD D DRAWING TFSD-511,TYPE"G".FIELD VERIFY LOCATION AND CONNECTION 5' p INVERT AT MAINLINE. . 2. SEWER ICE NUATION TH ING - -R��R/W R_ RAN RAN R/WTR/W w 5 - -11 - - S88°23'48"E 296.00' - - 8 - - -,� - - - - r- 3. APPARATUSE AYTRENCH VDRAN&FILAMMAB EIIQUIDSDINTERCEPTOR IWITH LuZO z 0 B ---- ___ �LL �_ 3.1 DISCHCOOR COORDINATE WITH BUILDING MECHANICAL FOR WYE CONNECTION TO r v BUILDING SEWER SERVICE -_----_------------------r-- ---- - _ �.LL_------ -------_----- 3 ---- k----- - -- ---- r ,,~ I I 6 4. ADJUST EXISTING RIM TO GRADE.REPLACE BARREL AND/OR CONE SECTIONS AS REQUIRED TO ASSURE COMPLIANCE WITH 1-FT MAXIMUM HEIGHT OF "SS O I GRADE RINGS PER CITY OF TWIN FALLS STANDARD DRAWING TFSD-501. . I 3 I ADJUSTED COVER SHALL BE FLUSH WITH SURROUNDING HARDSCAPE FOR m 0 ADA ACCESSIBILITY.REFER GRADING PLAN(S)AND TOPOGRAPHIC SURVEY T__T, I FOR ADDITIONAL INFORMATION. IE:3647.82 3-LF 4-IN PVC 1 Water Keynotes: -0 o d I 7.2 "I� o o ❑ I 1. POTABLEMON-POTABLE WATER SEPARATION REQUIRED,REFER TO DOMESTIC 6 7.1 ®M u c I WATER NOTES 10 811/C3.00. aI AL o" I _ 4 15. 2. INSTALL FIRE HYDRANT ASSEMBLY WITH 5"STORZ CONNECTOR PER CITY OF _ ® I WATER EASEMENT TWIN FALLS STANDARD DRAWING TFSD-404. 7-LF 6-IN C900. I� "e "� „,,,w„ I I 3. INSTALL 2-IN DOMESTIC WATER SERVICE&METER PER CITY OF TWIN FALLS PROPOSED FIRE S o I STANDARD DRAWING TFSDA02A.TRANSITION TO 4-IN SERVICE AFTER METER = STATION o I BOX. "� - I NAER6E 4. INSTALL 1-8"x8"450 BEND AND THRUST BLOCK. I :moo, I I 5. INSTALL 1-8"x8"900 BEND AND THRUST BLOCK. E " I ® I� oEa"�oE«<w E�Ea EOD.Ea Eac«Ew oE•" I I 6. INSTALL 1-8"x8"x6"TEE,1-6"GATE VALVE AND THRUST BLOCK. o o ,� ,� ® ® I 25' ?I o N: Ee" o " o I 7. COORDINATE CONTINUATION WITH BUILDING MECHANICAL. EASEMENT I "��~ I� I� I� I� 6 7.1. 6"FIRE SERVICE CONNECTION. 7.2. DOMESTIC WATER SERVICE CONNECTION.COORDINATE TRANSITION($) z I I WITH MECHANICAL AT POINT OF CONNECTION. O . I = I I I 8. BUILDING MOUNTED FDC.COORDINATE WITH BUILDING MECHANICAL&FIRE I L SPRINKLER CONTRACTOR. d 1 I 9. HOT TAP EXISTING WATER MAIN AND CONNECT NEW MAINLINE,INSTALL I 8"D____ I 1-12"x12'k8"TEE,1-8"GATE VALVE,AND THRUST BLOCK.COORDINATE WITH (/'I CITY OF TWIN FALLS FOR ADDITIONAL REQUIREMENTS. LIJ N I 15' 2 6 I I 10, INSTALL 14"x4"90°BEND AND THRUST BLOCK. M I WATER EASEMENT 2 I 11, TAP 4-IN DOMESTIC WATER SERVICE LINE WITH 1-IN IRRIGATION SERVICE ILL E2 o - -- I CONNECTION,SIMILAR TO CITY OF TWIN FALLS STANDARD DRAWING 6 I TFSD-401.REFER TO IRRIGATION PLAN FOR CONTINUATION AND REDUCED J z PRESSURE PRINCIPLE ASSEMBLY INFORMATION. J w o 5 11-LF 6-IN C900 I I '' I 8„W 8„W 8„W &„W +� Q rr Dry Utility Keynotes: U U- I 13.4' 208-LF 8-IN C900 1 ----26-LF 8-IN C900 - 5 ) ) l 7 w L-----w -- ----------------------------------------- - 1. ELECTRICAL TRANSFORMER.REFER TO SITE ELECTRICAL PLAN FOR Z w ADDITIONAL INFORMATION. O _ U 2. SITE GENERATOR AND GENERATOR ENCLOSURE.REFER TO SITE ELECTRICAL O I I PLAN AND ARCHITECTURAL FOR ADDITIONAL INFORMATION. d ry 3. NATURAL GAS LINE.EXTEND TO METER AT BUILDING.COORDINATE WITH INTERMOUNTAIN GAS AND BUILDING MECHANICAL FOR ADDITIONAL o 6 8"g0 NFORMATION. Revisions:Q y \ 4. GAS METER.COORDINATE WITH INTERMOUNTAIN GAS AND BUILDING I B SD I MECHANICAL FOR ADDITIONAL INFORMATION. I 5. POWER AND COMMUNICATION.REFER TO SITE ELECTRICAL FOR ADDITIONAL LL I 0 INFORMATION. O 6 SITE LIGHT ING.REFER TO SITE ELECTRICAL PAN FOR ADDITIONAL INFORMATION. 0 1 e I � I O O 12"SD 12"SD 12"SD 12"SD 12"SD I Project No: 20-041 . I _ _ _ _ _ _ _ - - - - J I Data: 10117023 I g Checked By: EC . Drawn By: CR/JIQO N68°23'48"W 296.00' I I Sheet Name: "' Site Utility II c� Y Plan I I z I � I I I \ I I 5 Q I I Q I I E O U LU Sheet No: RECORD DRAWING eP This reeord drawing has been prepared,in part,based upon information furnished by g others.While this information is believed to be reliable,the DESIGN PROFESSIONAL C5.00 gg cannot assure its accuracy, ad thus is not responsible for the accuracy of this t as a rereltn Those rel cord tl g or for anV errprs or omissions which may have been i....pointed into ying on iM1is reCOrtl tlocum¢nt are atlrisetl t0 obtain 9 a 0 2D' QD' Intlepend,rd-incation ofit.accuracy bchn-pplying It for any purpose. -e; Site Utility Plan �Xe Horizontal Scale: 1'=20' BY:The Land Soup,Inc. DATE: 10.12.2023 .��g 1 2 3 4 5 6 EXTEND SOLID WALL CONVEYANCE PIPE 5.0'INTO DRAIN ROCK. PER PLAN - WHERE CONVEYANCE PIPE DOES _T pivot NOT EXIST,CAP PERFORATED PIPE 5.0'FROM END OF BED. PER PLAN n o r t h 0000000000000000000000000000000000000 ARCHITECTURE p^n�PEyRpF^OnI6jRyApT^E�n�DyjSpT^On�RyMp^D�n�RyA�.Ipt^N6n�P,yPpE^nA�pSSp^Pn�EpCIpF^I�EnpD,j�pP-)^nO�y�p^ny.p 4'CxJ'QJ'QJ'QJ'QJ'QJ'QJ'QJ'QJ'0.J'0.J'�'0.J'QJ A PLAN PIVOT NORTH ARCHITECTURE,PLLC. 1101 W.GROVE STREET (6)-18'x 24'KNOCKOUT PANELS NOTES: BOISE,ID 83702 VARIES-12"MIN. (2X)1 EACH SIDE 1. ALL HOLES FOR INLET/OUTLET PIPES SHALL BE CORE DRILLED www.pivotnorthdesign.00m IN PAVED AREAS A (4x)2 EACH SIDE AND GROUTED WATER-TIGHT. FINISH GRADE VARIES SEE NOTE 1 pNAL ' 2. COORDINATE WITH SITE GRADING AND DRAINAGE PLAN FOR STAMP: � F„t. PER VARIES S TOP OF ROCK.ELEVATION PER PLAN. LOCATIONS OF GRATED INLETS AS APPLICABLE.ALL q Sfp Cly NON-GRATED INLETS SHALL READ'STORM DRAIN". q� 8'3' o a..o..o o a._= 3. PROVIDE FRAME AND COVER WITH CONCRETE COLLAR PER 13437 ...................i . e ISPWC SO-617 AND SD-616. l �7Tf OF 1�0 PER PLAN 4. PIPE PENETRATIONS OF STRUCTURE SHALL NOT EXTEND MORE p p THAN 3"BEYOND INSIDE WALL. 1012/2023 + o 5. DESIGN LOAD:AASHTO HS-25 HIGHWAY LOADING. / so. BOTTOM OF ROCK. 'aJ'CxJ'CxJ'CxJ'CxJ'CxJ'CxJ 'CxJ'CxJ'CxJ'CxJ'CxJ 6. ALL REINFORCING STEEL SHALL BE GRADE 60. PVC PIPE BELOW CUT FLUSH ELEVATION PER PLAN. 2'MIN. VARIES 7. Hs12"USE GRADE RINGS(TYPICAL)12"<Hs24"USE 48" WITH TOP OF FINISHED GRADE 4'MIN. DIAM.RCP RISER.24"<Hs120'USE MANHOLE CONE AND 48' 1O/ DIAM.RISERS.WHERE REQUIRED,ADJUST EXISTING RIMS TO RI� V/ �/W.,.ILLER FINISH GRADE. ;3g°GALV ANIZEDD STEEL PLATE WITH CUTOUT MATCHING THE PROFILE OF GROUND WATER:ANTICIPATED IN �— �— I— 1=III=III=III=I I— I- THE DOWNSPOUT.USE 6-IN SQUARE PLATE WITH 4-IN PIPE,8-IN EXCESS OF 10-FT BELOW EXISTING EXCAVATE ENTIRE INFILTRATION AREA FOOTPRINT TO NATIVE BASALT (2)-24"DIA.HOLE THRU FOR 8. PROVIDE STEPS WHEN DISTANCE FROM TOP OF MANHOLE SQUARE PLATE WITH 6-IN PIPE AND 10-IN SQUARE PLATE WITH 8-IN GROUND SURFACE A LAYER,ANTICIPATED DEPTH OF 9.5-FT BGS,ALTHOUGH EXPECTED TO "---PLAN MANHOLE ACCESS.SEE NOTE 2 FRAME TO TOP OF BOX EXCEEDS 24". PIPE.PLATE SHALL LIE FLAT ON THE SURFACE OF THE FINISHED GRADE PROFILE VARY.REFER TO NOTE 1 PRIOR TO ANY BACKFILLING.BACKFILL TO 9. PRECAST BOX MANUFACTURE SHALL MARK FLOW DIRECTION AND BE ABLE TO SLIDE UP THE DOWNSPOUT FOR MAINTENANCE OF THE BOTTOM OF ROCK ELEVATION WITH GRANULAR STRUCTURAL FILL PER INLET SIZE AND LOCATION VARY. FOR PARALLEL DUEL AND TRIPLE AND LABEL INLET OR OUTLET ON SIDE OF BOX. STORM DRAIN LINE.THE DOWNSPOUT SHALL PROTRUDE DOWN SPECIFICATION SECTION 3120 00. REFER TO DRAINAGE PLAN(TYP.ALL) SAND AND GREASE TRAPS,SEE THROUGH THE PLATE SO THAT THE PLATE CANNOT BE REMOVED NOTE 10 AND DETAIL LAYOUT. 10. FOR PARALLEL DUAL SAND AND GREASE TRAP " WITHOUT FIRST REMOVING THE DOWNSPOUT.PAINT ALL SIDES AND PRE-MANUFACTURED PERFORATED PIPE. FINISH GRADE REFER TO NOTE 7.(TYP.) CONFIGURATIONS,IN AND OUT SIDES OF STRUCTURES SHALL 0= EDGES OF THE PLATE TO MATCH THE DOWNSPOUT. SEE PLANS FOR SIZE&INVENT.CENTER IN BED UNLESS SHOWN OTHERWISE, BE CONNECTED USING IE OUT ELEVATIONS AND PIPE SIZES. I.LIF77� Z 0 z COVER PLATE ENLARGEMENT =Q 6 2"MIN NOTES: Ineena_j co V MIN.OVERLAP OR AS RECOMMENDED 1. CONTRACTOR SHALL CONTACT DESIGN ENGINEER FOR INSPECTION 1 - 4,!' �• HEAT TAPE PER ELECTRICAL. BY MANUFACTURER AND VERIFICATION OF EXCAVATION TO SUBSOILS/BEDROCK PRIOR ,'� TO IMPORT BACKFILL.PROVIDE 48-HR NOTICE OF INSPECTION. DOWNSPOUT PER ARCHITECT DRAINAGE GEOTIXTILE FABRIC 2. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION IE IN IE OUT PER PER SPECIFICATION 3120 00 ON FACILITY TO SEASONAL HIGH GROUND WATER OR BEDROCK SHALL PER PLANS PLANS �hyr. BUILDING WALL ALL VERTICAL SIDES AND TOP (J Q P R BE A MINIMUM OF 4'AND 2'RESPECTIVELY.CONTRACTOR SHALL - 1'-8" COVER PLATE.SEE ENLARGEMENT. Ql. Q PLAN NOTIFY DESIGN ENGINEER IMMEDIATELY EITHER ARE ENCOUNTERED 3"WASHED DRAIN ROCK PER WITHIN THOSE TOLERANCES - - PVC PIPE CUT SPECIFICATION 3120 00 (,��(,�� K.+• FLUSH WITH TOP OFLl FINISH GRADE PER PLAN (� Qy{Qy( 3. INFILTRATION TESTING CONDUCTED BY ATLAS AS ADDENDUM#1 FINISHED GRADE CCYY CCYY TO REPORT NO.T2111949,PROVIDED A STABILIZED INFILTRATION _ EXTEND ROOF DRAIN LEADER PER PLAN.PROVIDE RATE OF 2.4 IN/HR.AN INFILTRATION RATE OF 1.2 IWHR.HAS BEEN _ I I—I APPROPRIATELY SIZED TEE,WYE,CROSS OR —,—„—�„ = USED FOR DESIGN. - 36"MIN. REQUIRED FITTINGS AS NEEDED. w STORM DRAIN PIPING,BEND PER PLAN — AND REDUCE AS NEEDED TO =11 kd = y 111 b 11=11 b 11=11 f�T1_ .. .. • AVOID FOOTING AND` - NOTE: SECTION A-A L L L L ESTABLISH DEPTH ALL PIPE CONNECTIONS/JOINTS SHALL BE SEALED NTS 4 10 INVERT SLOPE PER PLAN. WATER TIGHT. ' NOTED INN P PLAN SECTION A-A PROFILE Downspout Connection Detail 2 Seepage Bed Detail 3 1000 Gal.Sand &Grease Trap Detail Scale:NTS Scale:NTS Scae NTS N Z C Q f- Ln L1J ILL V) J J w U ILL Z • w O _ u L a N Revisions:p D Project No: 20-041 Date: 10117023 Checked By: EC . Drawn By: CR/JL/QO Sheet Name: Ln Site Utility & Drainage z Details Q 0 o E 0 LU Sheet No: s RECORD DRAWING This rewrtl le t its has been prepares,in part,bImbi upon information furnished by s others.While this inform ationishur is tlto bereliable,the DESIGN .y of thi0NAL C5.50 pp cannot assure its accuracy,antl thus is no[responsible for the accuracy of this t a5 a rerultn Those rel cord tl g or for anV errprs or omissions which may have been incorporatetl into ying on iM1is reCOrtl tlocum¢nt are atlrisetl t0 obtain Intlepenft.t.enucation of its accuracy before applying It for any purpose. —Ea �Xe BY:The Land Group,Inc. DATE: 10.12.2023 �kY