Midwestern Engineers, Inc. Plan Preview

llJ > 0:: 0 (J) (J) llJ l) l) <( 0.. 0:: 0 l) 0 0 I l) (J) (J) llJ z z llJ l) z > ■ ■ ■ 125'-o" .;--------. 10'-0" ■ 15'-0" ' 0 I r� ' 0 ' I ' I ' I ' I ' I ' I ' I ' I ' I • I , I , I , I , I ' I ' I ' I ' 0I " "' I ' 0 ' I 0 "' 0 I '( 15'-o" �-- ----- -------------------·------- , -----�---,�-,,---- 160'-0" 14'-o" : \ : 158'-0" I I I "' CL-."CL cc- CL� CL V -� .CL-·cL-vCL · -v . . EX STONE 499 76' CONC 500.26' I /· ., I t,·. ' ' I • • ' I ' 1 • ' 1. V V i < • V V V • • V · • • I < • • V EX STONE 499.6 CONG. 500.18' < V. • • v . • I V < • • V I < V V /V < • • V • I 1 24 1%1 < V V V • • v. .. . • I < V I < V I. V < . • • ·V . v I < • I < . , . < V V I < V V I V . I / EX STONE 500.00' < CONC. 500.50' V < • . V V . ( V nr.:=== = ----->.c...7v· BY DIVISION I NEW COMPOSITE ELEVATED WATER STORAGE TANK No. 5 OVERFLOW ELEVATION= 660.0' • I V < V V I • < I < V • • V ., I TOP OF FOOTER = 501.50' •. '-,--"-'-'--��'---' ·< .. f ...--------- < - -'I • • ..v · •�• EX STONE 50?_75' /���CONG. 501.25 - - � -�- _ <l _ W . · · I / . ·• . I V ���--- EX TANK STOOP v BY DIV. 1 ,q-ELEV. 501.42' • I < <l INV. 501.25'• 1 • v I v EX TANK APRON l-�� ·: .. - rf , n' 8 · . < I <I �:E�:5�1.38' ;r?i.1-· : rl'<'!J ' . rl 1 - .1 - 3 •,-o 1·· · � = E =x= s = T = O = N = E = 5 =oo==ss 4 · V t:7 V. V · /. S.,.:::==- &�0:"!_�.:..:_ H�--<-1· · , - CONG. 501 38' "r -' / . <l < \: _· . <i .l>-:-- 1 _ - I <l EX TANK APRON ·y!s-, V v . v• •BY DIV. 1 rt---""""Y (. V ELEV. 501.38' • V • I < • I <. V V V I < V • V I < •· · V V EX STONE 500.75 CONC. 501.25' _ v � - L • < \ . · :r �· � • • , I < V 0 V \ r ./ . V ( V I • < " < • • ¢ ." • V 0 V V .V 0 V V • V 0 V :I . ii < V I V ( 0 V V .V • • DOWELED EXPANSION JOINT REQUIRED AT DRIVE TO CONCRETE LOT V !:J • INSTALL NEW 20' ROLLING GATE V 0 . SEE TYPICAL DOWELED CONCRETE EXPANSION JOINT DETAIL EX STONE 499.60' CONG. 500.10' V v. LL· --· CL ___1__ "CL-. . -· 1 '-0" 35'-o" � 4 I < • 21'-o" • EX STONE 500.5' <l CONG. 501.0' • ._ C L "' V V cc- cc- 0<_ · -----.,--- CL....:..._. 1 1 12• 1 ,I C L -:-+--. CL- < • . .. V V V V "' CL4-- CL� Cl......,;___. C L -- C C .<l V • EX STONE 499.76' <l _ CONG. 500.26' ' 0I ' J ' ' I I I < ,. I I 10 5 . 0 10 V V I < • V • I < V - V V • • • Iv < I I - - EX STONE 500.83' CONG. 501.33' V I < •• V. • I < • I •. < V • • V V I V I < / . . � •• • '::,C) • • •• • V - I .1/ EX �TON�500.00' • • CONC. 500.50' V I < V 0 V • EXISTING ELECTR\C PANELS V V 0 V I < V V •• I < EXISTING PULL BOX ' V I ., 14___ j___j___..:.: 0 ---Ji,iN Nis sicTAAi L:iL"iN« EsiW�CHHAA;; INIIL:ii1NNiKKl V • I < • I FENCE AROUND PERIMETER OF TANK SITE, 1'-0" OFF OUTSIDE EDGE OF NEW CONC. SURFACE,SEE DETAILS ON SHEET 6 V • V • I < ' "'�}--!-r V I . V d rt V V EX STONE 500.50' <l CONG. 501.0' • r . <I. V • I < "< • V V I V ( _<l V <l EX STONE 499.68' CONC. 500.18' I V • V I . < I SEE GENERAL NOTE 6 ., • V • 1 ., • I I, • 1;t < . v V < V I 0 0 0 I 0 "' / V V I < ·• V I < • V . I ,,, ,,, EX STONE 500.67' CONG. 501.17' · v. <. V • V • I EX CATCH BASIN BY DIV. I ( T ; LEV 501 5 : V J -�� • ;· . . . ' V • EXISTING VALVES V I < • v . • 1 2 32 ° 1 .1 1 . � . V . • . • " • V J. j ( V@ ii : V V ·• V V ·d 1 V • • EX STONE 499.60' CONG. 500.10' • 0 I 0 I N "' I ' I ' I I , II, v I ' I ' I INSTALL NEW CONC. SURFACE OVER EXISTING STONE TANK SITE,SEE DETAIL ON SHEET 6 I I I I I I I ) / I I I I I - cc- C C-- CL-:--· . C L -- C C -- CC --· . CL----V- C L ---<>--- INV. 498� � -� ---- - - - - 102'-o"- EXISTING PULL BOX - - --- � INV. 497.90' -----.::::::;: - - 2.0% ...--------- :._; t=--- - -- =------ �� ·---""""" -------,' ,---- INV. -� ·, ,.:,..__�, 'I@ \ (2) EXISTING 12" RCP ey -'t CULVERTS w/HEADWALLS t::J \ ', ' �, . NEW CONCRETE SURFACE TO MATCH EXISTING PAVEMENT 501.64' 0 I "' . "' . 20'-0" l:: ,-�r-7INSTALL NEW CONG. SURFACE OVER EXISTING STONE ACCESS DRIVE \ . __ , D,. NEW CONCRETE SURFACE TO MATCH EXISTING PAVEMENT -,'-7 ELEV. 502.22' RICHARD BAUER DR. _ -500C--- - - - -501-- _ - -502- - - NEW COMPOSITE TANK SITE WORK PLAN I � CP-1 ITEM BM-1 CP-1 CP-2 BENCH MARK AND CONTROL POINT SCHEDULE NORTHING EASTING ELEVATION DESCRIPTION 1239315.6000 2834952.5220 504.21 TBM MAG SPIKE IN PWP 1239256.6120 2834969.0300 502.57 MAG NAIL 1239118.5220 2834866.7680 501.73 MAG NAIL GENERAL NOTES: 1. CONSTRUCTION OF THE NEW TANK BY THE DIVISION I CONTRACTOR INCLUDED PLACEMENT OF 8" COMPACTED No. 53 AGGREGATE ROLLED IN (2) 4" LIFTS OVER GEOTEXTILE FABRIC OVER ENTIRE TANK SITE. 2. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY CORRECT FINISH GRADE ELEVATION OF THE EXISTING 8" COMPACTED No. 53 AGGREGATE. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINAL GRADING OR PLACEMENT OF "LEVELING STONE" TO ASSURE CORRECT ELEVATIONS PRIOR TO PLACEMENT OF CONCRETE. 3 CONTRACTOR TO INSTALL A MINIMUM 6" THICK CONCRETE SURFACE OVER TANK ACCESS DRIVE AND TANK SITE. 4. CONTRACTOR TO INSTALL NEW CHAIN LINK FENCE AROUND PERIMETER OF TANK SITE. FENCE TO INCLUDE 20' WIDE MANUAL ROLLING GATE. 5. CONTROL JOINTS SHALL BE INSTALLED AS SQUARE AS POSSIBLE AND SPACED NO MORE THAN 12 FT IN ANY DIRECTION. CONSTRUCTION JOINT LOCATION AND QUANTITY SHALL BE DETERMINED BY THE CONTRACTOR AS NEEDED BASED ON END OF DAY POUR U.N.O DOWEL BAR AND SPACING OF CONSTRUCTION JOINTS SHALL BE SIMILAR TO THAT OF TYPICAL CONCRETE DOWELED EXPANSION JOINT DETAIL ON SHEET 6. 6. INSTALL½" EXPANSION JOINT WITH SELF LEVELING SEALANT AROUND PERIMETER OF COMPOSITE TANK. 7 A TOTAL OF FOUR (4) DOWELED EXPANSION JOINTS SHALL BE REQUIRED FOR THE ENTIRE CONCRETE LOT, TWO (2) IN EACH DIRECTION. LOCATION OF EACH EXPANSION JOINT SHALL BE DETERMINED BY THE CONTRACTOR GRADING NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATION OF THE FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES,OMISSIONS, OR f:.RRO�S FOUND ON THESE PLANS OR IN THE FIELD BEFORI: WORK IS STARTED OR RESUMED. 4. PRIOR TO THE PLACEMENT OF CONCRETE,THE SUBGRADE SHOULD BE PROOF-ROLLED WITH AN ADEQUATELY LOADED VEHICLE SUCH AS A FULLY LOADED TANDEM-AXLE DUMP TRUCK TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. AREAS EXCESSIVELY DEFLECTING SHOULD BE DELINEATED. RECOMMENDATIONS FOR DRYING. AMENDING AND / OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED CONCRETE AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE CONTRACTOR'S GEOTECHNICAL TESTING REPRESENTATIVE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINAL GRADING OR PLACEMENT OF "LEVELING STONE" TO ASSURE CORRECT ELEVATIONS PRIOR TO PLACEMENT OF CONCRETE. 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATER!NG, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 7. CONTRACTOR TO ENSURE POSITIVE DRAINAGEAWAY FROM TANK. GRASS SHALL NOT CREATE BARRIER FOR DRAINAGE FROM CONCRETE TO ADJACENT WATERWAY/DITCH. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING,IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9 ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 10. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 11 CONTRACTOR TO SEED ANO STRAW ALL DISTURBED AREAS AFTER ALL WORK IS COMPLETED. 12. CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING CONSTRUCTION AS NECESSARY. LEGEND EX STONE 499.60' CONC. 500.10' ELEVATION OF THE EXISTING 8" COMPACTED No. 53 AGGREGATE, INSTALLED AS PART OF THE DIV. I TANK PROJECT FINAL ELEVATION OF THE NEW 6" T CONG. SURFACE, INSTALLED AS PART OF THIS PROJECT ENLARGED SITE PLAN REVISIONS BID SET C 2024 Mi,;Jwestem Engineer,;. Inc. 802 West Broadw�y Street P.O. Box 295 Loo goo!ee, lndian.i 475.53 DATE JANUARY 2024 DESIGN J.W.W. DRAWN S.L.H. Q.C. CHECK C.W.R. PROJECT NUMBER 2021058-00 5 5 OF 6 I FllE NUMBER I 42693A Do Not Use Plan Previews for Take Off