WHITE OAK RIDGE PROJECT NO. 53B2384 D-1 DETAIL STANDARD NOTES AND TYPICAL SECTION CITY OF MADISON

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2 WHITE OAK RIDGE D-1 DETAIL STANDARD NOTES AND TYPICAL SECTION 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 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 DAVENPORT RIGHT-OF-WAY SHALL BE TYPE A 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 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. M:\DESIGN\Projects\53B2384\Streets\Design\53B2384EN_Details##.dgn DATE: 9/29/2014

3 WHITE OAK RIDGE D-2 DETAIL ROW 60' ROW TYPICAL SECTION CL 0.67' 5.33' 8' 16' 16' 8' 5.33' 0.67' POINT REFERRED INSTALL 5" CONC. SIDEWALK 2.00% 4% VAR. TO ON PROFILE VAR. 4% 2.00% INSTALL 5" CONC. SIDEWALK ORIGINATOR:, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: TYPE ROW VAR., 8.00% MAX * MINIMUM PAVEMENT DESIGN CRUSHED AGG. BASE COURSE LOWER LAYER GRADATION 1 UPPER LAYER GRADATION 2 A 6" 4" B 6" 4" C 6" 4" 4" TOPSOIL, SEED & MAT (TYP.) TYPE 'A' CONCRETE CURB & GUTTER VAR. 14'-16' 4" TOPSOIL, SEED & MAT (TYP.) TYPE 'A' CONCRETE CURB & GUTTER ASPHALTIC CONCRETE PAVEMENT LOWER LAYER UPPER LAYER TYPE THICKNESS TYPE THICKNESS E " E " E " E " E " E " VAR. CRUSHED AGGREGATE BASE COURSE (TYP)* ASPHALTIC CONCRETE PAVEMENT UPPER LAYER (TYP)* ASPHALTIC CONCRETE PAVEMENT LOWER LAYER (TYP)* TYPICAL SECTION DAVENPORT DRIVE STA TO STA NOT TO SCALE VAR. 60'-100' CL VAR. 16'-35.5' VAR. 16'-35.5' POINT REFERRED TO ON PROFILE CRUSHED AGGREGATE BASE COURSE (TYP)* ASPHALTIC CONCRETE PAVEMENT UPPER LAYER (TYP)* ASPHALTIC CONCRETE PAVEMENT LOWER LAYER (TYP)* TYPICAL SECTION DAVENPORT DRIVE STA TO STA NOT TO SCALE VAR. 4" TOPSOIL, SEED & MAT (TYP.) TYPE 'A' CONCRETE CURB & GUTTER ROW VAR. 14'-16' VAR., 8.00% MAX 4" TOPSOIL, SEED & MAT (TYP.) TYPE 'A' CONCRETE CURB & GUTTER NOTES: * A PAVEMENT DESIGN IN ACCORDANCE WITH STANDARD DETAIL DRAWING 4.06 IS REQUIRED ON ALL PROJECTS TYPE 'A' PAVEMENT SHALL BE USED ON DAVENPORT DRIVE M:\DESIGN\Projects\53B2384\Streets\Design\53B2384EN_TypSection.dgn DATE: 10/1/2014

4 WHITE OAK RIDGE P-1 PLAN AND PROFILE DAVENPORT DRIVE EX-WELL 1 2 EX-SEPTIC VENT REV. DATE: PLOT NAME: PLOT SCALE: WALLACE, DAVID R & LAUREN A TREPANIER 6202 DAVENPORT DR MCLAUGHLIN, SEAN P NICHOLE A WEINFURTNER 6201 DAVENPORT DR BEAULIEU, ANDREW P 6110 DAVENPORT DR WS EX-SAN. MH RIM= (W) INV.= (E) INV.= IN C.I. (1961) WELLINGTON VENTURES LLC # DAVENPORT DR SAN ' WIDE PRIVATE WATER MAIN AND SANITARY SEWER EASEMENT. SEE SEPERATE EASEMENT AGREEMENT FOR ADDITIONAL RIGHTS AND RESPONSIBILITIES. DAVENPORT DR STA , LT 16.00' MATCH EX. CURB STA , RT 16.00' MATCH EX. CURB STA , LT 29.33' BW/KEYSTONE STA , LT 29.33' MATCH EX. SIDEWALK SAW CUT STA , RT 28.88' MATCH EX. SIDEWALK STA , RT 28.88' BW/KEYSTONE STA , LT 16.00' TC/PT R 36.5' STA , LT 25.89' TC/PRC R 36.5' STA , RT 25.89' TC/PRC STA , RT 16.00' TC/PC TY 'A' CURB STA , LT 32.58' TC/QC R35.5' STA , TC/MC HI POINT STA , RT 32.58' TC/QC ' NOTE: INSTALL MOUNTABLE CURB ON CUL-DE-SAC PER S.D.D POE ORIGINATOR:, STREETS DIVISION EX. GROUND PROFILE AT CENTERLINE VPI PR. CENTERLINE ELEVATION EX. GROUND ELEVATION AT CENTERLINE VPI VPI % 4.00% 3.00% VPI PR. CENTERLINE PROFILE M:\DESIGN\Projects\53B2384\Streets\Design\53B2384EN-PnP-Davenport.dgn DATE: 10/1/2014

5 WHITE OAK RIDGE U DAVENPORT DR UTILITY PLAN AND PROFILE DUNN TRUST, THOMAS &JOAN 6206 Davenport Dr WALLACE, DAVID R &LAUREN A TREPANIER 6202 DAVENPORT DR BEAULIEU, ANDREW P 6110 DAVENPORT DR 3 4 REV. DATE: PLOT NAME: PLOT SCALE: MORGAN, RICHARD &JO ANN 6205 Davenport Dr DAVENPORT DR WS 6-IN C.I. (1961) ' WIDE PRIVATE WATER MAIN AND SANITARY SEWER EASEMENT. SEE SEPERATE EASEMENT AGREEMENT FOR ADDITIONALRIGHTS AND RESPONSIBILITIES MCLAUGHLIN, SEAN P EX 8" SAN VP NICHOLE A WEINFURTNER 6201 DAVENPORT DR WELLINGTON VENTURES LLC # DAVENPORT DR SAS #1 SAN REM EX SAS # ' % PROPOSED WATER (SEE WATER PLAN) SAS #2 4" STUBS 10' INSTALL 4" SAN LATERAL 3' OFF EASEMENT CENTERLINE NOTE: LATERAL LOCATIONS TO BE DETERMINED BY DEVELOPER'S ENGINEER EXISTING R.L. GRADE PROPOSED R.L. GRADE 1070 ORIGINATOR:, STREETS DIVISION EX 8"SAN VP REM EX SAS # STA , RT-0.22' EX RIM = EI(E) = (8") EI(W) = (8") PROPOSED WATER (SEE WATER PLAN) 95' % SAS #2 STA , RT-4.09' SAS #1 RIM = STA , RT-0.22' EI(W) = (8") RIM = EI(N) = (4") LAT EI(W) = (8") EI(E) = (4") LAT. EI(E) = (8") EI(S) = (4") LAT M:\DESIGN\Projects\53B2384\Sanitary\Design\53B2384SAN-PnP##1.dgn DATE: 9/30/2014

7 P LO T S C A LE: WHITE OAK RIDGE WATER IMPACT PLAN W V DAVENPORT DR R E V. D A T E: P LO T N A M E: HATHAW AY DR CUT-IN 6-IN VALVE -TURN VALVES: *V-3 -NOTIFY: *DAVENPORT DR. (ALL) O R IG IN A T O R : C IT Y O F M A D IS O N, S T R E E T S D IV IS IO N DISCLAIMER NOTE: THE WATER IMPACT PLAN IS PROVIDED FOR REFERENCE PURPOSES TO AIDE PLANNING CONNECTION POINT ISOLATION AND PREPARING NOTIFICATION LISTS DURING PLANNED OUTAGES. REQUEST ANY ALTERNATIVE CONNECTION METHODS IN WRITING, PER SPECS DATE:

8 M:\DESIGN\Projects\53B2384\Water\Design\53B2384WU-Materials.dgn 9/5/2014 WHITE OAK RIDGE W-3 CONSTRUCTION NOTES: WATER ESTIMATE OF MATERIALS 1. CONSTRUCT NEW WATER MAIN 6.0 BELOW FINISHED GRADE, UNLESS OTHERWISE NOTED. INSULATE MAIN WITH POLYSTYRENE BOARD AT UTILITY CROSSINGS OR OTHER AREAS IDENTIFIED BY ENGINEER AS HAVING INADEQUATE COVER. 2. VERIFY SIZE OF EXISTING WATER SERVICES AND RECONNECT SERVICES AS INDICATED. 3. MINIMIZE DISTRUPTION OF SERVICE TO EXISTING CUSTOMERS. NOTIFY PER CONTRACT REQUIREMENTS OF ANY PLANNED WATER OUTAGE. WN1 REPLACE THE EXISTING LEAD SERVICE WITH A NEW COPPER SERVICE. WN2 EXTEND AND RECONNECT THE EXISTING COPPER SERVICE TO THE NEW WATER MAIN. WN3 EXISTING SERVICE TO BE ABANDONED WHEN THE WATER MAIN IS CUT OFF. WN4 DISCONNECT FROM THE OLD WATER MAIN AND RECONNECT THE EXISTING COPPER WATER SERVICE LATERAL TO THE NEW WATER MAIN. WN5 RELOCATE THE EXISTING FIRE HYDRANT. REQUIRED BEARING AREA PER STANDARD SPECIFICATION SECTION 703 REV. DATE: PLOT NAME: PLOT SCALE: 4. THE EXISTING UTILITIES SHOWN ON THIS PLAN REPRESENT THE BEST INFORMATION AVAILABLE TO THE WATER UTILITY AT THE TIME OF PLAN PREPARATION. CONTRACTOR IS RESPONSIBLE FOR HAVING EACH UTILITY LOCATED PRIOR TO COMMENCING WORK. ESTIMATE OF MATERIALS SUPPLIED BY CONTRACTOR: * ESTIMATE OF MATERIALS IS FOR INFORMATION ONLY. ENGINEER DOES NOT GUARANTEE ACCURACY OF MATERIAL TAKE-OFF. 40-FT - 6-IN PIPE 110-FT - 8-IN PIPE 180-FT - POLYWRAP 2-6-IN VALVE & BOX 1-6-IN 90 BEND 1-8-IN 45 BEND 1-8-IN X 6-IN TEE WN6 ABANDON WATER VALVE ACCESS STRUCTURE. WN7 FURNISH AND INSTALL THE NEW TOP SECTION FOR THE WATER ACCESS STRUCTURE. WN8 ABANDON THE VALVE BOX. WN9 FURNISH THE DITCH, COMPACTION, AND ALL MATERIALS AND LABOR FOR THE INSTALLATION OF NEW SERVICE LATERAL. WN10 REMOVE AND SALVAGE EXISTING HYDRANT WN11 REPLACE THE EXISTING COPPER SERVICE WITH A COPPER SERVICE WN20+ SEE WATER IMPACT PLAN FOR CONNECTION POINT ISOLATION AND WATER SHUT-OFF NOTFICATION INFORMATION. MIN. 24" OR AS REQUIRED BYDRAWINGS OR FIELD CONDITIONS. BURY LINE ON HYDRANT SHALL BE AT FINISHED GRADE OR WITHIN +3 INCHES. DO NOT DISH OUT OR BUILD UP GRADE AROUND HYDRANT TO MEET REQUIREMENT. GROUND RoDon HIGH- VISIBILITY LOCATING DEVICE W/ A BOLT-ON FLAT STEEL MOUNTING BRACKET. STANDARD 5 LENGTH. FOR MORE DETAILS SEE RoDonCorp.com BENDS TEE REVISED 12/2013 UNDISTURBED SOIL PLUGGED CROSS POURED CONCRETE HYDRANT PLUGGED TEE WATER UTILITY STANDARD CONCRETE BLOCK THRUST RESTRAINT STANDARD DETAIL DRAWING 7.03 (A) 1-8-IN X 6-IN REDUCER ORIGINATOR:, STREETS DIVISION DISCLAIMER NOTE: 1-8-IN MJ PLUG 1-5-IN HYDRANT 1-IN COPPER TUBING (AS REQUIRED) 1 -IN COPPER TUBING (AS REQUIRED) SALVAGED MATERIALS 1-5-IN HYDRANT 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. TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE YOU DIG IN WISCONSIN CALL DIGGERS HOTLINE TOLL FREE 811 OR FAX-A-LOCATE TDD (FOR HEARING IMPAIRED) WIS. STATUTE (1974) REQUIRES MIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. ONE CALL SY MEMBER STEMS INTER NATIONAL 6" VALVE & BOX (IF INDICATED ON PLAN DRAWINGS) HYDRANT LEAD 6-0" MIN. RESTRAIN ENTIRE LENGTH OF HYDRANT LEAD FROM THE TEE THROUGH THE VALVE TO THE HYDRANT AS SPECIFIED USING RESTRAINED JOINT FLANGES PER SPECIFICATION 702.6, SEE DRAWING JOINT REDTRAINTS, PER DRAWING SOLID CONCRETE MASONRY UNIT 4 X4 MIN SIZE, 6 MIL. POLY- ETHYLENE FILM OR GEOTEXTILE FABRIC. 1" WASHED STONE, 1 MIN. 2 C.Y. POURED CONCRETE OR SOLID CON- CRETE BLOCK TO UNDISTURBED SOIL. WATER UTILITY TYPICAL HYDRANT INSTALLATION REVISED 12/2013 STANDARD DETAIL DRAWING 7.04 STYROFOAM SHEET 2" THICK X 4 WIDE X 8 LONG (TYPICAL) NOTES: 1) ALL STYROFOAM TO BE 2" HIGH DENSITY POLYSTRENE BOARD REVISED 1/ " MIN. COVER VARIES WATER UTILITY TYPICAL STYROFOAM INSTALLATION STANDARD DETAIL DRAWING 7.05 DATE:

2011 LOCAL STREET IMPROVEMENTS

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