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Home My WebLink AboutR-372314COR 308 L308 W 1308 - .308 m..::. 1.308 O IDS U 18' W STA J_ IE(121Y)= 422.31 LL f U) z W Q W �y� K (r a Q 0 cr W m II\ 6 _ - -- PAD =4383 i 1 PAD =4 .9 _I 4. O d \ \ N®- - 7 NT t).� 163 A U SE - AD =435.3 / / I / /3 1� , 1 PAD= 8 / A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23N. RANGE 5E. W.M. CONSTRUCTION NOTES SEE C3.02 (D SPILL CONTROL TEE PER CDR STD. PLAN 237.00 �IIII�� 3� _ _ _ _ - 11 9 \ / / SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PD PAVEMENT SECTION TO MATCH EXIST. F v _ 28 / 27 / 26 PAD =416.8 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 + STA 26 +T7.01,_35.34 LT 5 C8130, TYPE 1 / ,� OAPPROX. LIMIT OF GRADING i STA 20 +40.47, 14.601 LT \ !! STA 21 +30.69, 12.25 LT / i - C8120, TYPE i -L 20 O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 + \ A / I STA 22 +70.69, 12.25'LT C8140, E 2-'48r ! If - / / O PIPE INLET PROTECTION PER DETAIL ON SHEET 03.103 p STA 20-6269, 1135' - t0 60LF' � 03.701 \ i A 10 521.E I �9J' O ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. q IE= 425.10 \ \ IE =416.0 PLAN H031 ' Im 0 J) 1 Ro� Ro RD \ \ ® m /A_ O CEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. 8 WIDTH PER PLAN. <z D : / 01! �� TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD. a . ° A . .d - ; ' �a in <.r,� 4 �� PLAN F001 ..i _ -* '�• X j\ 1 I I \PAD =433.5 �\ 7 20 +38.52, 14:x' - ` 34 PAD =424.5 STA 20 +15.27, 34.25' RT / O CB135, TYPE 1, !�' STA 21 +30.69, 12.25' T + IE =416.0 _ -5' PRIVATE -$D ESMT. $� 31 10 184LF pAD =4230 - '� pAD =421.0 / II 101' 1lll��d� �O 70 6 PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. G- �I� LENGTH AND UPSTREAM INVERT ELEV. PER PLAN � 1i�11 N�� ii SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 �0 72 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. �Q REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH I , I .+ 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 " e r / GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 i/ 8 /TyP. / 14 W/ STOP SIGN '8126,TYpE 1 i 1 15 ROUND SOLID LOCKING COVER ISTA 22 +70.69, 12.25 RT L FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 JI 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. ! i / 115' PUBLIC + II 18 TYPE 111 BARRICADE PER CDR STD. PLAN H018 SEWER ESMT. i REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT / `'� RECREATION �� / / 19 DETAIL ON SHEET C3102 TRACT O RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 N 21 ADJUST EXIST. RIM TO FINISH GRADE CB140, TYPE 2 -4 8 " CB320 TYPE 1-1. - WIDTH m..::. STA - - - - 13.00' IE(12_°... = 42055 18' 27 STA y IE(121Y)= 422.31 m PVI STA: 20 +65.00',. 21 +55.69, 13.00' 450 18' - PV? EL: 433.28. ::: : 450 LT 18' _ �...... 400 100.00' VC._. 2 410 IE(12'E422.31 IE(12$)= 421.55 C8130, TPE 1 21 +94.93, IE(12 -W)= 41075 18' SD STA - 410 5 =1:00% RT 18' 33 STA 0 1300' IE(12N)= 410.75 y IE(12'S)= 422.31 RIM= 425.80 - -�_� .. -` -. . PW STA: 22 +30.00: : S =1.35% ornu^i on 390 - - ±N PW EL: 415.13::: : IE(12N) =42055 ... 24LF 12' SD 0410 410 _ _.. _. - - - RIM= 425.80 IE(12°E) =420.79 CB125 TYPE 1 - - / O CB135, TYPE 1, !�' STA 21 +30.69, 12.25' T + IE =416.0 _ -5' PRIVATE -$D ESMT. $� 31 10 184LF pAD =4230 - '� pAD =421.0 / II 101' 1lll��d� �O 70 6 PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. G- �I� LENGTH AND UPSTREAM INVERT ELEV. PER PLAN � 1i�11 N�� ii SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 �0 72 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. �Q REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH I , I .+ 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 " e r / GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 i/ 8 /TyP. / 14 W/ STOP SIGN '8126,TYpE 1 i 1 15 ROUND SOLID LOCKING COVER ISTA 22 +70.69, 12.25 RT L FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 JI 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. ! i / 115' PUBLIC + II 18 TYPE 111 BARRICADE PER CDR STD. PLAN H018 SEWER ESMT. i REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT / `'� RECREATION �� / / 19 DETAIL ON SHEET C3102 TRACT O RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 N 21 ADJUST EXIST. RIM TO FINISH GRADE RIM 434'..43 CB140, TYPE 2 -4 8 pg�.__.._ - CB320 TYPE 1-1. - WIDTH m..::. STA - - - - 13.00' IE(12_°... = 42055 18' 27 STA y IE(121Y)= 422.31 m PVI STA: 20 +65.00',. 21 +55.69, 13.00' 450 18' - PV? EL: 433.28. ::: : 450 LT 18' _ �...... 400 100.00' VC._. 2 410 IE(12'E422.31 IE(12$)= 421.55 C8130, TPE 1 21 +94.93, IE(12 -W)= 41075 18' SD STA - 410 5 =1:00% RT 18' 33 STA 0 1300' IE(12N)= 410.75 y IE(12'S)= 422.31 RIM= 425.80 - -�_� .. -` -. . PW STA: 22 +30.00: : S =1.35% ornu^i on 390 - - ±N PW EL: 415.13::: : IE(12N) =42055 RIM 434'..43 CB140, TYPE 2 -4 8 pg�.__.._ - CB320 TYPE 1-1. - WIDTH m..::. STA - - - - 13.00' IE(12_°... = 42055 18' 27 STA y IE(121Y)= 422.31 IE(12 N)= 421.55 - RIM- 432...0. 7 - n 21 +55.69, 13.00' 57 j 18° 18' 24LF 12° SD STA 21 +05.69, IE(6 E)= 411. 2$ IE(18SE) -410 2 5 LT 18' w STA 400 13.00' 2 410 IE(12'E422.31 IE(12$)= 421.55 C8130, TPE 1 21 +94.93, IE(12 -W)= 41075 18' SD STA - 410 5 =1:00% RT 18' 33 STA 22 +45.93, 1300' IE(12N)= 410.75 y IE(12'S)= 422.31 RIM= 425.80 - -�_� .. -` -. . (A S =1.35% - 390 - - 410 CB135 TYPE i IE(12N) =42055 ... 24LF 12' SD 0410 410 _ _.. _. - - - RIM= 425.80 IE(12°E) =420.79 CB125 TYPE 1 - - 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 1 -800- 424.5555 7�7m "`�11P'�ite10DI""�n°'W" Rare.... 255239 S uiW425178+` 2389 www. cphcons ul tan Is. com 0 10 20 ENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 NIBS s"`t'*u 'TC mW'm( 02/21/1, psi N/A 1°'�A1fN"1D1p03�' "' �: CITY OF LIBERTY GARDENS Approved by. Date: 6 0 / JAMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS VERT. IN FEET R E N TO N ° 0 20 40 Approved by: Date: pw.(e PETER EVANS roc .oi�� DATUM D� XO HORIZ. IN FEET Approved by: Dale: a IE B. SCHROEDER, PE I aexw I Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.03 co,,; %tQaoi<crxconsurom.,uo. ui ROO Reserved. Approved b : Date: NO. REVISION BY DATE APPR �'^ APPROVED Y 14 x.40 A- NNNNA� w 1 pa 0 1 W J N W IE(12 S)- 420:55 LOT CB320 TYPE 1-1. WIDTH m..::. STA - - - - 13.00' IE(12_°... = 42055 18' 27 STA 22 +05.69, RIM= 415.08 LT 18' - n STA 21 +55.69, 13.00' IE(6"E) = 420.55 18' 24LF 12° SD STA 21 +05.69, IE(6 E)= 411. 2$ IE(18SE) -410 2 5 LT 18' w STA 400 13.00' 420 B 31 STA 21 +94.93, IE(12 -W)= 41075 18' -4.00 -. STA 21 +66.93, 5 =1:00% RT 18' 33 STA 22 +45.93, 1300' IE(12N)= 410.75 y S =1.35% 390 - - 410 CB135 TYPE i _. _ ... 24LF 12' SD 0410 410 _ _.. _. - - - RIM= 425.80 IE(12°E) =420.79 CB125 TYPE 1 - - - - /E(6"W)= 420.79 RIM= 415.08 IE(12'E)= 411.08 - - ELEVATION AT EXIST. GROUND ',.IE(6'W)= 411:40::. 380 - -- '.r ELEVATION AT FINISH GRADE 380 a Y O'.^ coiN N',n N c0'.M O '.n - N ms:µ :W �';^ n R Oih p'0a ^ 16 <D pJ ^ .ICI ^ (O �l a h� y O -n M. N O of y v]- O V- +h N O. � -: p ui _O of cd ^.O n: �:a `f - -. �.wj �. - �. �:O M. `t N..h `� a N. � a N � F N_O N. N N:. `* .f et y v `�". v v � V �} y � `t '.. V `t ? `t � '. R '. -: : wF '..} :_ a} ::? `!• � Y 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 1 -800- 424.5555 7�7m "`�11P'�ite10DI""�n°'W" Rare.... 255239 S uiW425178+` 2389 www. cphcons ul tan Is. com 0 10 20 ENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 NIBS s"`t'*u 'TC mW'm( 02/21/1, psi N/A 1°'�A1fN"1D1p03�' "' �: CITY OF LIBERTY GARDENS Approved by. Date: 6 0 / JAMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS VERT. IN FEET R E N TO N ° 0 20 40 Approved by: Date: pw.(e PETER EVANS roc .oi�� DATUM D� XO HORIZ. IN FEET Approved by: Dale: a IE B. SCHROEDER, PE I aexw I Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.03 co,,; %tQaoi<crxconsurom.,uo. ui ROO Reserved. Approved b : Date: NO. REVISION BY DATE APPR �'^ APPROVED Y 14 x.40 A- NNNNA� w 1 pa 0 1 W J N W DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 26 STA 22 +55.69, 13.00' LT 18' 27 STA 22 +05.69, 13.00' LT 18' 28 STA 21 +55.69, 13.00' LT 18' 29 STA 21 +05.69, 1300' LT 18' 30 STA 20 +77.69, 13.00' LT 18' 31 STA 21 +94.93, 1300' RT 18' 32 STA 21 +66.93, 1300' RT 18' 33 STA 22 +45.93, 1300' RT 18' 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 1 -800- 424.5555 7�7m "`�11P'�ite10DI""�n°'W" Rare.... 255239 S uiW425178+` 2389 www. cphcons ul tan Is. com 0 10 20 ENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 NIBS s"`t'*u 'TC mW'm( 02/21/1, psi N/A 1°'�A1fN"1D1p03�' "' �: CITY OF LIBERTY GARDENS Approved by. Date: 6 0 / JAMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS VERT. IN FEET R E N TO N ° 0 20 40 Approved by: Date: pw.(e PETER EVANS roc .oi�� DATUM D� XO HORIZ. IN FEET Approved by: Dale: a IE B. SCHROEDER, PE I aexw I Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.03 co,,; %tQaoi<crxconsurom.,uo. ui ROO Reserved. Approved b : Date: NO. REVISION BY DATE APPR �'^ APPROVED Y 14 x.40 A- NNNNA� w 1 pa 0 1 W J N W