ASPEN GROVE D-1 DETAIL STANDARD NOTES ORIGINATOR:, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: THE LOCATION AND INFORMATION FOR PROPOSED NEW TREES, IN THE PUBLIC RIGHT OF WAY OR ON PUBLIC LANDS ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE ONLY. THE LOCATIONS, SPECIFICATIONS AND PLANTING METHODS OF ALL PROPOSED NEW OR REPLACEMENT TREES IN THE PUBLIC RIGHT OF WAY OR ON PUBLIC LANDS SHALL BE APPROVED BY THE CITY FORESTER PRIOR TO INSTALLATION. NO TREES IN THE RIGHT OF WAY OR ON PUBLIC LANDS SHALL BE TRIMMED, PRUNED, REMOVED OR ADVERSELY AFFECTED IN ANY WAY UNTIL THE DEVELOPER HAS RECEIVED WRITTEN PERMISSION FROM THE CITY ENGINEER OR CITY FORESTER. SAID WRITTEN PERMISSION SHALL INCLUDE LANGUAGE INDICATING THAT SECTION 10.101 OF THE MADISON GENERAL ORDINANCES AND ADMINISTRATIVE PROCEDURE MEMORANDUM NO. 6-2, REFERING TO NOTIFICATION OF PROPERTY OCCUPANTS AND/OR OWNERS, HAS BEEN COMPLIED WITH. ALL PAVEMENT WITHIN THE RIGHT-OF-WAY SHALL BE TYPE A PAVEMENT. ALL PAVEMENT WITHIN THE HAWKS RIDGE DRIVE RIGHT-OF-WAY SHALL BE TYPE B PAVEMENT. ALL GUTTERS SHALL DRAIN WITH A MINIMUM GRADES OF 0.5% TOWARD STORM SEWER INLETS. THE CROSS SLOPE OF SIDEWALKS AND BARRIER FREE SIDEWALK CURB RAMPS SHALL BE 2%. THE LONGITUDINAL GRADE OF BARRIER FREE SIDEWALK CURB RAMPS SHALL NOT EXCEED 8.33%. ALL SIDEWALK RAMPS SHALL BE CONSTRUCTED ACCORDING TO S.D.D. 3.03. AT ALL OTHER LOCATIONS THE LONGITUDINAL GRADE OF SIDEWALKS SHALL NOT EXCEED 5.0 % OR THE ADJACENT STREET GRADE WHICHEVER IS GREATER NOR BE LESS THAN 0.4% AND SHALL DRAIN TOWARD STORM SEWER INLETS. SIDE SLOPES WITHIN TEN FEET OF A PUBLIC SIDEWALK SHALL NOT EXCEED 4.00:1. ALL SIDEWALK AND SIDEWALK RAMP ELEVATIONS AND GRADES SHALL BE FIELD VERIFIED AND SET TO COMPLY WITH THE STANDARD SPECIFICATIONS AND THE A.D.A. GUIDELINES. OBTAIN A PRINT OUT OF THE ALIGNMENT FROM THE CITY ENGINEER PRIOR TO STAKING THIS PROJECT. CURB STATION AND OFFSETS SHALL BE TO THE FACE OF CURB UNLESS OTHERWISE INDICATED. CURB ELEVATIONS SHALL BE TO THE TOP OF CURB (OR EXTENDED TOP OF CURB FOR DRIVEWAYS OR RAMPS) UNLESS OTHERWISE INDICATED. POWER POLES AND OTHER OBSTRUCTIONS SHALL BE MOVED TO PROVIDE 2 FEET MINIMUM OF CLEAR DISTANCE FROM ANY FACE OF CURB OR EDGE OF SIDEWALK. ANY INFORMATION SHOWN ON THIS PLAN, WHICH IS NOT PART OF THIS PROJECT, IS PRELIMINARY AND NOT FOR CONSTRUCTION. THERE MAY BE EXISTING UTILITIES OR OTHER FEATURES WHICH ARE EITHER NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY ALL UTILITIES AND TOPOGRAPHY WHICH MAY AFFECT THE CONSTRUCTION OF THESE IMPROVEMENTS. ALL PERMANENT SIGNING AND POSTING WILL BE DETERMINED AND PROVIDED BY THE TRAFFIC ENGINEERING DIVISION, FOLLOWING CONSTRUCTION OF THESE IMPROVEMENTS. THE DEVELOPER SHALL PROVIDE, INSTALL AND MAINTAIN ALL STREET END BARRICADES, SIGNING AND TRAFFIC CONTROL, AS REQUIRED BY THE CITY TRAFFIC ENGINEER. PAVEMENT SAWCUTS SHALL BE AS DIRECTED BY THE CITY CONSTRUCTION ENGINEER. SAWCUTS SHOWN ON THE PLAN ARE APPROXIMATE. DAMAGE TO ANY EXISTING CURB, PAVEMENT, SIDEWALK, ETC. THAT IS TO REMAIN SHALL BE REPAIRED BY THE DEVELOPER/CONTRACTOR AS DIRECTED BY THE ENGINEER. FILE NAME: M:\DESIGN\Projects\53B2390\Streets\Design\53B2390EN_Details##.dgn DATE: 9/18/2014
ASPEN GROVE D-2 ROW EX. CENTERLINE OF (REFERENCE LINE) ROW TYPICAL SECTION DETAIL VAR. 30'-60' 30' 10' 4' TO 44' 16' VAR., 8.00% MAX ORIGINATOR:, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: TYPE 4" TOPSOIL, SEED & MAT (TYP.) TYPE 'A' CONCRETE CURB & GUTTER * MINIMUM PAVEMENT DESIGN CRUSHED AGG. BASE COURSE LOWER LAYER GRADATION 1 2% ASPHALTIC CONCRETE PAVEMENT UPPER LAYER (TYP)* UPPER LAYER GRADATION 2 A 6" 4" B 6" 4" C 6" 4" CRUSHED AGGREGATE BASE COURSE (TYP)* ASPHALTIC CONCRETE PAVEMENT LOWER LAYER (TYP)* ASPHALTIC CONCRETE PAVEMENT LOWER LAYER UPPER LAYER TYPE THICKNESS TYPE THICKNESS E-0.3 1.75" E-0.3 1.75 " E-1 2.50" E-1 1.75 " E-3 3.50" E-3 1.75 " REPLACE TY 'A' FULL CURB WITH TY 'A' DRIVEWAY CURB AS SHOWN ON THE PLANS OR AS DETERMINED BY THE CONSTRUCTION ENGINEER TYPICAL SECTION STA 20+75 TO STA 21+78 NOT TO SCALE USE CAUTION TO NOT DAMAGE EX. PAVEMENT EDGE. PATCH PAVEMENT PER CITY PATCHING CRITERIA IF DAMAGED. VAR. CRUSHED AGGREGATE BASE COURSE (TYP)* ASPHALTIC CONCRETE PAVEMENT UPPER LAYER (TYP)* ASPHALTIC CONCRETE PAVEMENT LOWER LAYER (TYP)* NOTES: EX. CENTERLINE OF (REFERENCE LINE) 16' 16' 14' VAR. EXTEND PAVEMENT IN EXISTING ROADWAY STA 21+60 TO STA 21+78 * A PAVEMENT DESIGN IN ACCORDANCE WITH STANDARD DETAIL DRAWING 4.06 IS REQUIRED ON ALL PROJECTS. TYPE 'A' PAVEMENT SHALL BE USED ON 4.00% 4" TOPSOIL, TYPE 'A' CONCRETE CURB & GUTTER ROW SEED & MAT (TYP.) FILE NAME: M:\DESIGN\Projects\53B2390\Streets\Design\53B2390EN-Typical_Section##.dgn DATE: 9/30/2014
3 ASPEN GROVE STREET AND STORM PLAN P-1 ORIGINATOR:, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: 6 5 TC: 1135.89 120+00 118+94119+00 118+94.00 POB 8" T v T T LOT 33 --- -- 8" 119+94.87 PC 12" STA 120+55.76, LT 28.84' MATCH EX. SIDEWALK PI 120+39.37 7 STA 120+69.71, LT 28.69' 1030.80 BW/KEYSTONE STA 120+55.83, LT 16.00' MATCH EX. CURB LOT 34 SAN --- -- STA 120+79.61, LT 24.06' 1130.72 TC/MC TY'A' DRIVEWAY CURB RIM: 1131.29 INV: E 1121.23 STA 120+99.75, LT 43.36' 1129.46 TC/PRC W 1121.25 R1' 12" 120+81.38 PT TC: 1130.17 INV: 1126.52 TC: 1130.36 R 75' NOTE 1 121+00 HAWKS RIDGE ESTATES ----- ----- ------- T NOTE 2 2% R 40' 8" 18" NOTES: 8 STA 121+15.43, LT 56.28' 1128.80 TC/QC 2% 8" LOT 35 3. TYPE 'A' PAVEMENT. STA 121+35.44, LT 59.83' 1127.72 TC/MC TY 'A' CURB & GUTTER WITH FULL CURB HEAD (TYPICAL) TY'A' DRIVEWAY CURB EX. TYPE 'H' INLET REPLACE CASTING WITH R-3290-A FLOWLINE=1124.94 STA 121+58.71, LT 16.00' EI(SE)=1120.69 (EX. 12" RCP) EI(E)=1120.69 (PR. 12" RCP) 2" MILL AND OVERLAY --- -- 4. CONSTRUCT CUL-DE-SAC PER S.D.D. 3.05 12" 8" TC: 1124.42 21" SAN RIM: 1124.40 INV: N 1114.80 W 1114.76 1. EX. TYPE 'H' INLET. REPLACE CASTING WITH R-3290-A. ADJUST CASTING AND REPLACE CURB AS NECESSARY. USE CAUTION TO NOT DAMAGE PAVEMENT EDGE. PATCH PAVEMENT PER CITY CRITERIA IF DAMAGED. 2. REMOVAL, REPLACEMENT OR RELOCATION OF WIRES, POLES, PEDESTALS, ETC. BY OTHERS. COORDINATE WITH UTILITY COMPANIES. 5. PATCH PAVEMENT PER CITY CRITERIA AND REMOVE AND REPLACE CURB AND SIDEWALK AS NECESSARY FOR LATERAL INSTALLATION. 2% STA 121+71.74, LT 16.00' 1124.15 FL/PC SAW CUT R 4' 16.5'-12" RCP @0.67% STA 121+54.61, LT 53.08' 1126.43 TC/QC NOTE 3 R4' TY 'A' CURB W/ FULL CURB HEAD STA 121+71.88, RT 16.00' 1124.42 TC/LOW POINT 121+81.24 POE R 4' PLAT BOUNDARY R8' 20' WIDE PUBLIC SANITARY SEWER EASEMENT DOC.NO. 4237057 LANDS ----- LANDS ----- STA 121+68.00, LT 37.79' 1125.33 TC/PT STA 121+76.90, LT 19.92' 1124.65 TC/PC STA 121+77.74, LT 16.35' 1124.52 TC/PT PR. TYPE 'H' INLET W/R-3067-7004 TC=1124.45 (LOW POINT) STA 121+77.74, LT 14.22' EI(W)=1120.80 (PR. 12" RCP) STA 121+77.74, 0.00 1124.55 TC/HI POINT 121+81 STA 121+77.74, RT 12.00' 1124.47 TC/PC STA 121+73.74, RT 16.00' 1124.43 TC/PT FILE NAME: M:\DESIGN\Projects\53B2390\Streets\Design\53B2390EN-Plan##.dgn DATE: 9/30/2014
PLOT NAME: PLOT SCALE: MATCH LINE 18+00 STA 18+00 EX.SAN.LAT. 4 EX.8" SAN@1.30% 5 REMOVE& REPLACE CURB AND GUTTER AND SW AS NECESSARY TO INSTALL LATERAL PATCH STREET PER CITY OF C2 4 MADISON PATCHING CRITERIA EX.SAS #1868-003 9109 2001 NEW.SAN.LAT. 5 EX.8" WATER MAIN REMOVE& REPLACE CURB AND GUTTER AND SW AS NECESSARY TO INSTALL LATERAL PATCH STREET PER CITY OF MADISON PATCHING CRITERIA EX.8" SAN.@4.07% 20+00 19+00 6 EX.LAT.203'FROM PROP.CORNER 43' C1 EX.12" STM 9105 7 NEW.SAN.LAT. EX.SAS #1868-002 SEE STREET & STORM PLAN FOR PROPOSED STREET AND STM DESIGN 62' EX. 8" SAN.@5.78% EX.SAN.LAT. 21+00 22+00 9101 EX.8" WATER MAIN EX.18" STM EXTEND SEWER LATERAL 8 EX.LAT.70'FROM PROP.CORNER 60' EX.SAS #1868-001 EX.8"SAN@0.40% Sta 21+71.97 'SL'= Sta 10+00 'S2' UNIVERSITY RIDGE GOLF COURSE ASPEN GROVE 9205 MIDTOWN RD EOP Sta = 23+00.00 PLAN AND PROFILE U4 11+00 REV. DATE: 1150 1150 1145 1145 1140 1140 1135 1135 ORIGINATOR:, STREETS DIVISION 1130 1125 1120 1115 1110 EX.SAS#1868-003 STA 18'SL'+51 R6.5' RIM=1140.78 EI(W)=1130.15 EI(E)=1130.05 8" WATER MAIN EX, 8" PVC SAN @4.07% EX 12"STM EX.SAS 1868-002 STA 20'SL'+60 L1.5' RIM=1131.55 EI(W)=1121.55 EI(E)=1121.45 8" WATER MAIN EX.8" PVC @5.78% EX.SAS #1868-001 STA 21'SL'+72 R0' RIM=1124.54 EI(W)=1114.98 EI(N)=1114.88 18+00 19+00 20+00 21+00 22+00 23+00 EX 18"STM 1130 1125 1120 1115 1110 FILE NAME: M:\DESIGN\Projects\53B2390\Utilities\RCp03001.dgn DATE: 9/30/2014
SANITARY SEWER SCHEDULE ALIGNMENT CODES: 'HR' = HAWKS RIDGE DRIVE 'SL' = ASPEN GROVE U5 SANITARY SEWER SCHEDULE PROPOSED SANITARY STRUCTURES PROPOSED SANITARY SEWER PIPES STRUC. STATION LOCATION TOP OF E.I. DEPTH NOTES FROM TO LGTH DISCH. INLET SLOPE PIPE TYPE NOTES NO. (OFFSET) CASTING (DNSTM) (UPSTM) (FT) E.I. E.I. (%) SIZE SAS #1 17'SL'+64.95 RT-.24 1144.02 1131.28 12.74 SAS #1 SAS #2 158 1132 1137.20 3.29% 8" SDR -35 PVC SAS #2 13'HR'+99.76 LT-37.26 1148.70 1137.20 11.50 SAS #2 SAS #3 146 1137.3 1140.30 2.05% 8" SDR -35 PVC SAS #3 12'HR'+54.29 LT-50.00 1151.31 1140.30 11.01 ORIGINATOR: STREETS DIVISION REV. DATE: _ PLOT NAME: _ PLOT SCALE: _ FILE NAME: M:\DESIGN\STREETS\DGN\53B2087\UTILITIES\STORM SCHEDULE.XLS DATE: 09/18/2014
M:\DESIGN\Projects\53B2390\Water\W1_53B2390WU-Plan.dgn 9/18/2014 ASPEN GROVE W-1 WATER PLAN ASPEN GROVE NOTE: - NO WATER MAIN TO BE INSTALLED; WATER SERVICE WORK ONLY - PROVIDE SERVICE LATERALS TO LOTS 1, 2, 5 & 7 - REMOVE AND REPLACE CURB AND GUTTER AS NECESSARY TO INSTALL WATER SERVICE. PATCH STREET PER CITY PATCHING CRITERIA REV. DATE: PLOT NAME: PLOT SCALE: W N9 1-IN W N9 1-IN WN9 1-IN WN9 1-IN TO OBTAIN LOCATION OF PARTICIPANTS' UNDERGROUND FACILITIES BEFORE YOU DIG IN WISCONSIN ORIGINATOR:, STREETS DIVISION CALL DIGGERS HOTLINE TOLL FREE 811 OR 1-800-242-8511 FAX-A-LOCATE 1-800-338-3860 TDD (FOR HEARING IMPAIRED) 1-800-542-2289 WIS. STATUTE 182.0175 (1974) REQUIRES MIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. ONE CALL SY MEMBER STEMS INTER NATIONAL DISCLAIMER NOTE: UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCING WORK. FILE NAME: DATE: