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HomeMy WebLinkAboutAsherwood Full Set©ASHERWOODLOCATION MAP NORTH UTILITY AND GOVERNING AGENCY CONTACTS SERVICE / JURISDICTION COMPANY / DEPT.ADDRESS PHONE NUMBER CONTACT WASTEWATER TRICO REGIONAL SEWER UTILITY 7236 MAYFLOWER PARK DRIVE ZIONSVILLE, IN 46077 317-844-9200 RYAN HARTMAN WATER CARMEL CITY UTILITIES DEPARTMENT 30 W. MAIN ST., SUITE 220 CARMEL, IN 46032 317-571-2443 JOHN DUFFY STREETS/CITY ENGINEER CITY OF CARMEL ONE CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 317-571-2441 JEREMY KASHMAN STORM WATER CITY OF CARMEL ONE CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 317-571-2441 JOHN THOMAS ELECTRICITY DUKE ENERGY 100 SOUTH MILL CREEK ROAD NOBLESVILLE, IN 46062 317-776-5365 JESSICA HERRINGTON NATURAL GAS CENTERPOINT ENERGY 16000 ALLISONVILLE RD NOBLESVILLE, IN 46060 317-776-5590 CHAD MILLER TELEPHONE / COMMUNICATIONS CARMEL AT & T ENGINEER 240 N. MERIDIAN ST. INDIANAPOLIS, IN 46204 317-252-4275 STEVEN KREBS PLANNING & ZONING CARMEL PLANNING DEPARTMENT ONE CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 317-571-2417 MIKE HOLLIBAUGH BUILDING COMMISSIONER CITY OF CARMEL ONE CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 317-571-2450 JIM BLANCHARD FIRE DEPARTMENT CARMEL FIRE DEPT.TWO CIVIC SQUARE CARMEL, IN 46032 317-571-2600 CHRIS ELLISON CABLE BRIGHTHOUSE NETWORKS 3030 ROOSEVELT AVE. INDIANAPOLIS, IN 46218 317-632-9077 JASON KIRKMAN PROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER EMAIL CONTACT DEVELOPER/OWNER ASHERWOOD CARMEL, LLC 6330 EAST 75TH ST., SUITE 156 INDIANAPOLIS, IN 46250 317-506-1037 mgradison@gradison.net MARK GRADISON CIVIL ENGINEER KIMLEY-HORN & ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 317-912-4129 brett.huff@kimley-horn.com BRETT HUFF LANDSCAPE ARCHITECT KIMLEY-HORN & ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 317-218-9571 brandon.schreeg@kimley-horn.com BRANDON SCHREEG ASHERWOOD CARMEL, INDIANA (NOT TO SCALE) C100COVER SHEETVICINITY MAP SITE PROJECT LOCATION PROJECT LOCATION W 106TH ST.DITCH ROADW 96TH ST. SUBDIVISION WAIVER DOCKET NUMBERS PZ-2021-0008 - SW PZ-2021-0009 - SW PZ-2021-0010 - SW PZ-2021-0039 - SW PROJECT INFORMATION 84.70 ACRES 41 LOTS 2.07 LOTS/ACRE DESIGN SPEED LIMIT 25 MPH BLOCK "A"6.50 AC± TOTAL C.A.13.58 AC± LAKE AREA 3.76 AC± USEABLE OPEN SPACE 9.82 AC± (71.6%) ESTIMATED DISTURBED AREA 39.3 AC± MAX IMPERVIOUS LOT COVERAGE 35% STREETS NAME LENGTH (LF±) SMYERS DRIVE 347 ASHERWOOD LANE 4,302 LEGAL DESCRIPTION DITCH ROADDOCKET NUMBERS: PZ-2021-00003PP SMYERS DRIVE AS H E RW O O D L A N E GENERAL NOTES EARTHWORK NOTES SANITARY SEWER NOTES SIGNING AND PAVEMENT MARKING NOTES STORM SEWER NOTE PAVING NOTES DEMOLITION NOTES WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.©ASHERWOODC101GENERAL SPECS ©ASHERWOODNORTH C109OVERALLCONDITIONS PLANBENCHMARK INFO CONTRACTOR TO REMOVE TREES ©ASHERWOODNORTH C110TOPO DEMOPLANSURVERYOR NOTE UTILITY CROSSINGS MATCHLINE - SEE SHEET C112 NOTES MATCHLINE - SEE SHEET C111 CONTRACTOR TO REMOVE TREES CONTRACTOR TO REMOVE TREES ©ASHERWOODNORTH C111TOPO DEMOPLANSURVERYOR NOTE UTILITY CROSSINGS MATCHLINE - SEE SHEET C113 NOTESMATCHLINE - SEE SHEET C110 CONTRACTOR TO REMOVE TREES ©ASHERWOODNORTH C112TOPO DEMOPLANSURVERYOR NOTE UTILITY CROSSINGS MATCHLINE - SEE SHEET C110 NOTES MATCHLINE - SEE SHEET C113 CONTRACTOR TO REMOVE TREES CONTRACTOR TO RELOCATE EXIST. UTILITY POLE CONTRACTOR TO RELOCATE EXIST. UTILITY POLE CONTRACTOR TO ABANDON EXIST. STORM PIPE IN PLACE CONTRACTOR TO RELOCATE EXIST. UTILITY POLE CONTRACTOR TO REMOVE APPROX. 150 LFT OF EXIST. IRON FENCE CONTRACTOR TO REMOVE APPROX. 37 LFT OF EXIST. IRON FENCE CONTRACTOR TO REMOVE APPROX. 680 SYD OF EXIST. BRICK PAVERS, TREES & STONE ENTRANCE WALL AND GATE CONTRACTOR TO ABANDON GAS LINE CONTRACTOR TO ABANDON WATER LINE CONTRACTOR TO ADJUST CASTING TO TC = 845.10 CONTRACTOR TO REMOVE 400LFT OF EX. 8" SAN. PIPE ©ASHERWOODNORTH C113TOPO DEMOPLANSURVERYOR NOTE UTILITY CROSSINGS MATCHLINE - SEE SHEET C111 MATCHLINE - SEE SHEET C112BENCHMARK INFO WV T M DYHBTC BCTV CTV E BEC S LEGEND HP:845??©ASHERWOODNORTH C120AREA OFDISTURBANCEPLANLEGEND LAKE #1 "S1 " "S1 " "S2""S2" 850.5 856.0 854.5 34 33 9 10 1112 13 14 15 16 28 29 30 31 32 17 27 18 26 25 C.A. #1-4 41 ©ASHERWOODNORTH C200SITEDEVELOPMENT PLANMATCHLINE - SEE SHEET C202 NOTES MATCHLINE - SEE SHEET C201 "S3""S3"LAKE #2 "S4""S4" "S6 " "S6 " 849.0 850.5 850.0 851.0 38 4 3 5 6 36 35 34 8 7 C.A. #1-3 37 "S5""S5"©ASHERWOODNORTH C201SITEDEVELOPMENT PLANUTILITY CROSSINGS MATCHLINE - SEE SHEET C203 NOTESMATCHLINE - SEE SHEET C200 863.0 863.1 863.1 24 23 22 21 20 19 C.A. #1-5 41 863.0 ©ASHERWOODNORTH C202SITEDEVELOPMENT PLANUTILITY CROSSINGS MATCHLINE - SEE SHEET C200 NOTES MATCHLINE - SEE SHEET C203 849.0 846.0 845.0 846.0 1 2 39 40 C.A. #1-1 C.A. #1-2 41 41 ©ASHERWOODNORTH C203SITEDEVELOPMENT PLANUTILITY CROSSINGS MATCHLINE - SEE SHEET C201 MATCHLINE - SEE SHEET C202BENCHMARK INFO DRAINAGE DESIGN SUMMARY LEGEND S 848.0 XX XXX.X ©ASHERWOODC204SITEDEVELOPMENT PLAN TC=865.00 TC=860.50 LAKE #1 "S1 " "S1 " "S2""S2" 850.5 856.0 854.5 34 33 9 10 1112 13 14 15 16 28 29 30 31 32 17 27 18 26 25 C.A. #1-4 41 TC=852.30TC=857.50 TC=859.50 TC=863.10 858.9 857.4 853.5 849.5 859.4 862.1 862.0 857.8 854.7 851.3 851.3 ©ASHERWOODNORTH C210EMERGENCYFLOOD PLANMATCHLINE - SEE SHEET C212 MATCHLINE - SEE SHEET C211LEGEND XXX.X NOTE: HYPOTHETICAL PAD GRADING FOR ILLUSTRATION PURPOSES ONLY. THE INDIVIDUAL LOT GRADING WILL BE DESIGNED PER PLOT PLAN IN ACCORDANCE WITH CARMEL DRAINAGE/GRADING STANDARDS. FINAL PLOT PLAN PLACEMENT OF HOME AND SITE FEATURES WILL DICTATE GRADING ACCORDINGLY. HYPOTHETICAL PAD GRADING IS FOR DETERMINING MINIMAL FINISHED FLOOR ELEVATIONS AND ENSURING EFFECTIVE FLOOD ROUTING. TC=849.80 TC=850.00 TC=847.90 TC=847.90 "S3""S3"LAKE #2 "S4""S4" "S6 " "S6 " 849.0 850.5 850.0 851.0 38 4 3 5 6 36 35 34 8 7 C.A. #1-3 37 "S5""S5"853.5 844.0 848.9 849.5 TC=849.10 840.8 849.1 ©ASHERWOODNORTH C211EMERGENCYFLOOD PLANMATCHLINE - SEE SHEET C213MATCHLINE - SEE SHEET C210LEGEND XXX.X TC=862.90 TC=861.80 TC=862.60 TC=860.30 863.0 863.1 863.1 24 23 22 21 20 19 C.A. #1-5 41 863.0TC=862.10 TC=863.00 860.7 861.9 ©ASHERWOODNORTH C212EMERGENCYFLOOD PLANMATCHLINE - SEE SHEET C210 MATCHLINE - SEE SHEET C213LEGEND XXX.X TC=845.30 849.0 846.0 845.0 846.0 1 2 39 40 C.A. #1-1 C.A. #1-2 41 41 844.5 840.8 DITCH RD CL ELEV 844.4 844.6 843.6 849.1 ©ASHERWOODNORTH C213EMERGENCYFLOOD PLANMATCHLINE - SEE SHEET C211 MATCHLINE - SEE SHEET C212LEGEND XXX.X ©ASHERWOODNORTH C300INITIAL EROSIONCONTROLMATCHLINE - SEE SHEET C302 MATCHLINE - SEE SHEET C301NOTES CD CD ©ASHERWOODNORTH C301INITIAL EROSIONCONTROLMATCHLINE - SEE SHEET C303MATCHLINE - SEE SHEET C300SFP CW 620 620 IP RD RR EROSION CONTROL LEGEND SHEET FLOW PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C332) AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET 333) CONCRETE WASHOUT (SEE EROSION CONTROL DETAILS, SHEET C331) RIP RAP (SEE EROSION CONTROL DETAILS, SHEET C331) ROCK HORSESHOE DAME (SEE EROSION CONTROL DETAILS, SHEET C331) EXISTING CONTOURS PROPOSED CONTOURS LD LIMITS OF DISTURBANCE POSTING INFORMATIONPI EXISTING AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C333) CD TEMPORARY ROCK CHECK DAM (SEE EROSION CONTROL DETAILS, SHEET C334) CD CD CD CD TREE PRESERVATION FENCE (SEE EROSION CONTROL DETAILS, SHEET C331) ©ASHERWOODNORTH C302INITIAL EROSIONCONTROLMATCHLINE - SEE SHEET C300 MATCHLINE - SEE SHEET C303CD SFP CW 620 620 IP RD RR EROSION CONTROL LEGEND SHEET FLOW PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C332) AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET 333) CONCRETE WASHOUT (SEE EROSION CONTROL DETAILS, SHEET C331) RIP RAP (SEE EROSION CONTROL DETAILS, SHEET C331) ROCK HORSESHOE DAME (SEE EROSION CONTROL DETAILS, SHEET C331) EXISTING CONTOURS PROPOSED CONTOURS LD LIMITS OF DISTURBANCE POSTING INFORMATIONPI EXISTING AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C333) CD TEMPORARY ROCK CHECK DAM (SEE EROSION CONTROL DETAILS, SHEET C334) TREE PRESERVATION FENCE (SEE EROSION CONTROL DETAILS, SHEET C331) ©ASHERWOODNORTH C303INITIAL EROSIONCONTROLMATCHLINE - SEE SHEET C301 MATCHLINE - SEE SHEET C302CD SFP CW 620 620 IP RD RR EROSION CONTROL LEGEND SHEET FLOW PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C332) AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET 333) CONCRETE WASHOUT (SEE EROSION CONTROL DETAILS, SHEET C331) RIP RAP (SEE EROSION CONTROL DETAILS, SHEET C331) ROCK HORSESHOE DAME (SEE EROSION CONTROL DETAILS, SHEET C331) EXISTING CONTOURS PROPOSED CONTOURS LD LIMITS OF DISTURBANCE POSTING INFORMATIONPI EXISTING AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C333) CD TEMPORARY ROCK CHECK DAM (SEE EROSION CONTROL DETAILS, SHEET C334) TREE PRESERVATION FENCE (SEE EROSION CONTROL DETAILS, SHEET C331) 850.5 856.0 854.5 34 33 9 10 1112 13 14 15 16 28 29 30 31 32 17 27 18 26 25 C.A. #1-4 41 ©ASHERWOODC310TEMP EROSIONCONTROLMATCHLINE - SEE SHEET C312 NORTH MATCHLINE - SEE SHEET C311NOTES 849.0 850.5 846.0 850.0 851.0 2 39 38 4 3 5 6 36 35 34 8 7 C.A. #1-3 37 ©ASHERWOODNORTH C311TEMP EROSIONCONTROLMATCHLINE - SEE SHEET C313MATCHLINE - SEE SHEET C310CE CW 620 620 IP RD RR SS EROSION CONTROL LEGEND CONSTRUCTION ENTRANCE (SEE EROSION CONTROL DETAILS) TEMPORARY SOIL STOCKPILE EXISTING CONTOURS PROPOSED CONTOURS LD LIMITS OF DISTURBANCE SHEET FLOW PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C332) AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET 333) CONCRETE WASHOUT (SEE EROSION CONTROL DETAILS, SHEET C331) RIP RAP (SEE EROSION CONTROL DETAILS, SHEET C331) ROCK HORSESHOE DAM (SEE EROSION CONTROL DETAILS, SHEET C331) EXISTING AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C333) SFP CD TEMPORARY ROCK CHECK DAM (SEE EROSION CONTROL DETAILS, SHEET C334) 863.0 863.1 863.1 24 23 22 21 20 19 C.A. #1-5 41 863.0 ©ASHERWOODNORTH C312TEMP EROSIONCONTROLMATCHLINE - SEE SHEET C310 MATCHLINE - SEE SHEET C313CE CW 620 620 IP RD RR SS EROSION CONTROL LEGEND CONSTRUCTION ENTRANCE (SEE EROSION CONTROL DETAILS) TEMPORARY SOIL STOCKPILE EXISTING CONTOURS PROPOSED CONTOURS LD LIMITS OF DISTURBANCE SHEET FLOW PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C332) AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET 333) CONCRETE WASHOUT (SEE EROSION CONTROL DETAILS, SHEET C331) RIP RAP (SEE EROSION CONTROL DETAILS, SHEET C331) ROCK HORSESHOE DAM (SEE EROSION CONTROL DETAILS, SHEET C331) EXISTING AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C333) SFP CD TEMPORARY ROCK CHECK DAM (SEE EROSION CONTROL DETAILS, SHEET C334) 849.0 846.0 845.0 846.0 1 2 39 40 C.A. #1-1 C.A. #1-2 41 41 ©ASHERWOODNORTH C313TEMP EROSIONCONTROLMATCHLINE - SEE SHEET C311 MATCHLINE - SEE SHEET C312CE CW 620 620 IP RD RR SS EROSION CONTROL LEGEND CONSTRUCTION ENTRANCE (SEE EROSION CONTROL DETAILS) TEMPORARY SOIL STOCKPILE EXISTING CONTOURS PROPOSED CONTOURS LD LIMITS OF DISTURBANCE SHEET FLOW PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C332) AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET 333) CONCRETE WASHOUT (SEE EROSION CONTROL DETAILS, SHEET C331) RIP RAP (SEE EROSION CONTROL DETAILS, SHEET C331) ROCK HORSESHOE DAM (SEE EROSION CONTROL DETAILS, SHEET C331) EXISTING AREA INLET PROTECTION (SEE EROSION CONTROL DETAILS, SHEET C333) SFP CD TEMPORARY ROCK CHECK DAM (SEE EROSION CONTROL DETAILS, SHEET C334) 850.5 856.0 854.5 34 33 9 10 1112 13 14 15 16 28 29 30 31 32 17 27 18 26 25 C.A. #1-4 41 ©ASHERWOODC320PERM EROSIONCONTROLMATCHLINE - SEE SHEET C322 NORTH MATCHLINE - SEE SHEET C321NOTES 849.0 850.5 850.0 851.0 38 4 3 5 6 36 35 34 8 7 C.A. #1-3 37 AA©ASHERWOODNORTH C321PERM EROSIONCONTROLMATCHLINE - SEE SHEET C323MATCHLINE - SEE SHEET C320PS SF 620 620 EROSION CONTROL LEGEND EB TS TEMPORARY SEEDING (SEE EROSION CONTROL DETAILS) EROSION CONTROL BLANKET (SEE EROSION CONTROL NOTE #3) PERMANENT SEEDING (SEE EROSION CONTROL DETAILS) SILT FENCE (SEE EROSION CONTROL DETAILS) EXISTING CONTOURS PROPOSED CONTOURS LD LIMITS OF DISTURBANCE VEGETATED SWALE PLANTINGS (SEE EROSION CONTROL DETAILS C331) 863.0 863.1 863.1 24 23 22 21 20 19 C.A. #1-5 41 863.0 ©ASHERWOODNORTH C322PERM EROSIONCONTROLMATCHLINE - SEE SHEET C320 MATCHLINE - SEE SHEET C323PS SF 620 620 EROSION CONTROL LEGEND EB TS TEMPORARY SEEDING (SEE EROSION CONTROL DETAILS) EROSION CONTROL BLANKET (SEE EROSION CONTROL NOTE #3) PERMANENT SEEDING (SEE EROSION CONTROL DETAILS) SILT FENCE (SEE EROSION CONTROL DETAILS) EXISTING CONTOURS PROPOSED CONTOURS LD LIMITS OF DISTURBANCE VEGETATED SWALE PLANTINGS (SEE EROSION CONTROL DETAILS C331) 849.0 846.0 845.0 846.0 1 2 39 40 C.A. #1-1 C.A. #1-2 41 41 ©ASHERWOODNORTH C323PERM EROSIONCONTROLMATCHLINE - SEE SHEET C321 MATCHLINE - SEE SHEET C322PS SF 620 620 EROSION CONTROL LEGEND EB TS TEMPORARY SEEDING (SEE EROSION CONTROL DETAILS) EROSION CONTROL BLANKET (SEE EROSION CONTROL NOTE #3) PERMANENT SEEDING (SEE EROSION CONTROL DETAILS) SILT FENCE (SEE EROSION CONTROL DETAILS) EXISTING CONTOURS PROPOSED CONTOURS LD LIMITS OF DISTURBANCE VEGETATED SWALE PLANTINGS (SEE EROSION CONTROL DETAILS C331) ©ASHERWOODC330EROSIONCONTROL SPECSAND DETAILS©ASHERWOOD–– ©ASHERWOODB B F E C A D ** ** SEEDING CHART C331 ≥ RIP RAP DETAIL OUTLET PROTECTION N.T.S. EROSION BLANKET EROSIONCONTROL SPECSAND DETAILSSECTION PLAN ™ ®™ FILTER SOCK SEDIMENT CONTROL N.T.S. ®™ PROJECT LOCATION TREE PRESERVATION FENCE DETAIL TURF REINFORCEMENT SPECS ©ASHERWOOD STORM WATER POLLUTION & PREVENTION NOTES: (A) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (B) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. (5) Clean-up of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70%) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A). STORM WATER POLLUTION & PREVENTION DETAIL INDIVIDUAL LOT C332EROSIONCONTROL SPECSAND DETAILS ©ASHERWOODC333EROSIONCONTROL SPECSAND DETAILS ©ASHERWOODC334EROSIONCONTROL SPECSAND DETAILS 845.77847.18845.51844.36842.60842.96843.62843.26843.12843.42843.05843.40844.41845.40846.01847.18848.20848.95848.80850.24848.93848.78849.57850.34849.40848.40847.29847.26850.581239403843563635347C.A. #1-1C.A. #1-2C.A. #1-33741©ASHERWOODC400STREET PLANAND PROFILEPROFILE LEGEND LEGEND S N O R T H SEE SHEET C401 850.58848.18849.57851.58852.01852.37853.01852.66851.54851.08851.32852.49852.11854.25854.84856.27856.52858.49859.61860.86861.63859.93858.49857.40856.84858.72859.62856.54860.12861.06861.2633 8 9 10 1112 13 14 15 16 28 29 30 31 32 17 27 ©ASHERWOODNORTH C401STREET PLANAND PROFILEPROFILE LEGEND LEGEND S SEE SHEET C400SEE SHEET C402 861.26860.53861.63865.24866.10865.70865.37864.69863.94863.94860.90860.51859.46857.79858.29859.38860.18861.06859.13861.89859.70862.53860.30859.54859.90862.35860.66862.82860.52LAKE #127182625242322212019©ASHERWOODNORTHC402STREET PLANAND PROFILEPROFILE LEGEND LEGEND S SEE SHEET C401 840.32841.17842.08843.45844.35844.64844.941 40 C.A. #1-1 C.A. #1-2 ©ASHERWOODNORTH C403STREET PLANAND PROFILEPROFILE LEGEND LEGEND S GGGGGGGGGGGGX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWWWWWWWWWWWWWWWWWWWWWWWWWWo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o o o o o o o o o o o o o o o o o o oo o oo o oo o oo o oo o oo o o o o o o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o o o o o o o X))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) ) )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) ) )))))))))))))))))))))))))))))))))))))))))))))))))))))) )))) )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) ) )))))))))))))))))))))))))))))X X S S S S S S S S S S S S S S S S S S S S S S S S S S SWWWWWWWWWW))))))))))) ) ) ) ) ) ) ) ) ) ) ) ))))))))))))))))))))))))))))))))))))))))))))))))))))))WWWWWWWWWWW> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o > o o o > o o o WWWWWW"A""A"2.00%-2 .00% -4.77 %0.99%4.25%-1.25%-4.21%-5.03%-6.20%5.00%0.28%1.50%2.00%2.00%0.70%1.80%4.28%0.37%0.00% W W W W W W W W W W W WWWWWW-2.75%2.08%0.60%1.4 4 %1.44%-3.26%-3.26%6.17%6.83%6.33%6.67%1.80% 1.80%0.60%0.60%©ASHERWOODENTRANCE PLANC410NORTHGENERAL NOTES COLLECTOR STREET CROSS SECTION N.T.S. BENCHMARK INFO GGGGGGGGGGGGG1C.A. #1-2©ASHERWOODMARKING PLANC411NORTHLEGEND GGGGGGGGGGGGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SWWWWWWWWWWWWWWWWWWWWWWWWWWW ©ASHERWOODM.O.T. PLANC412NORTHMOT NOTES SS SS S S S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G OHEOHEOHEOHEOHEOHEWWWWWWWWWXSSSSSSOHEOHEOHEOHEW W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W WWWWWo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o o o o o o o o o o o o oo o oo o oo o oo o o o o o o o o o o oo o oo o oW W W WW W W WGAS GAS GAS GAS GAS GAS GAS1 2 39 40 38 4 3 5 6 36 35 34 33 8 9 10 7 1112 13 14 15 16 28 29 30 31 32 17 27 18 26 25 24 23 22 21 20 19 C.A. #1-1 C.A. #1-2 C.A. #1-3 C.A. #1-4 C.A. #1-5 37 41 41 41 41 W W ©ASHERWOODC420TRAFFICCONTROL PLANNORTH LEGEND ROAD NAME SIGN 1 STOP SIGN 1 (R1-1) P-15d SPEED LIMIT SIGN 2 (R2-1) P-15d TYPE III CONSTRUCTION BARRICADE 1 LIGHTING 7 STOP SPEED LIMIT 25 NO SWIMMING SIGN 8 SEE DETAIL SHEET C803NOSWIMMINGSPEEDLIMIT25STOPNOTESSTOPSPEEDLIMIT 25 NOSWIMMING NO SWIMMINGNOSWIMMINGNOSWIMMI N G NOSWIMMINGNOSWIMMINGNOSWIMMING NOSWIMMING LAKE #1 ©ASHERWOODPROFILE LEGEND NORTH LEGEND S SANITARY PLANAND PROFILEC500 C/O LAKE #1 C/O II C/O II C/O III C/O III ©ASHERWOODPROFILE LEGEND NORTH SANITARY PLANAND PROFILEC501 LEGEND S C/O LAKE #2 C/O III ©ASHERWOODPROFILE LEGEND NORTH SANITARY PLANAND PROFILEC502 LEGEND S C/O C/O III C/O III ©ASHERWOODPROFILE LEGEND NORTH SANITARY PLANAND PROFILEC503 LEGEND S C/O LAKE #1 25 24 23 22 21 20 19 C.A. #1-5 41 ©ASHERWOODNORTH PROFILE LEGEND STORM PLAN ANDPROFILEC600 LEGEND S 848.0 LAKE #1 13 14 15 16 28 29 30 17 27 18 26 25 C.A. #1-4 ©ASHERWOODNORTH PROFILE LEGEND STORM PLAN ANDPROFILEC601 LAKE #2 5 6 35 34 33 8 9 10 7 1112 30 31 32 C.A. #1-3 41 ©ASHERWOODNORTH PROFILE LEGEND STORM PLAN ANDPROFILEC602 2'x2' LAKE 1 OUTLET STRUCTURE 519 DETAIL N.T.S. LEGEND S 848.0 LAKE #2 33 8 9 10 7 11 32 C.A. #1-3 ©ASHERWOODNORTH PROFILE LEGEND STORM PLAN ANDPROFILEC603 2'x3' LAKE 2 OUTLET STRUCTURE 513 DETAIL N.T.S. LEGEND S 848.0 1 2 39 40 38 4 3 5 C.A. #1-1 C.A. #1-2 C.A. #1-3 41 ©ASHERWOODNORTH PROFILE LEGEND STORM PLAN ANDPROFILEC604 LEGEND S 848.0 LAKE #1 6 36 35 34 33 7 C.A. #1-4 37 41 ©ASHERWOODNORTH PROFILE LEGEND STORM PLAN ANDPROFILEC605 LEGEND S 848.0 850.5 856.0 854.5 34 33 9 10 1112 13 14 15 16 28 29 30 31 32 17 27 18 26 25 C.A. #1-4 41 RISER T.C.=859.7 RISER T.C.=854.5 RISER T.C.=858.4 RISER T.C.=853.1 RISER T.C.=853.2RISER T.C.=853.9 RISER T.C.=859.7 ©ASHERWOODC620SUBSURFACEDRAIN PLANMATCHLINE - SEE SHEET C622 NORTH MATCHLINE - SEE SHEET C621LEGEND 849.0 850.5 850.0 851.0 38 4 3 5 6 36 35 34 8 7 C.A. #1-3 37 RISER T.C.=853.1 RISER T.C.=851.5 RISER T.C.=846.6 RISER T.C.=843.4 ©ASHERWOODNORTH C621SUBSURFACEDRAIN PLANMATCHLINE - SEE SHEET C623MATCHLINE - SEE SHEET C620 863.0 863.1 863.1 24 23 22 21 20 19 C.A. #1-5 41 863.0 RISER T.C.=855.9 RISER T.C.=861.5 RISER T.C.=861.7 ©ASHERWOODNORTH C622SUBSURFACEDRAIN PLANMATCHLINE - SEE SHEET C620 MATCHLINE - SEE SHEET C623LEGEND 849.0 846.0 845.0 846.0 1 2 39 40 C.A. #1-1 C.A. #1-2 41 41 RISER T.C.=844.6 ©ASHERWOODNORTH C623SUBSURFACEDRAIN PLANMATCHLINE - SEE SHEET C621 MATCHLINE - SEE SHEET C622LEGEND SS S SG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G > o o o > o o o > o o o > o o o > o o o WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWW W W W W W W > o o o> o o o> o o o> o o o > o o o WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W > o o o> o o o> o o o> o o o> o o o> o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o o o o o o o o o o o o o o o o C/O II DI 34 33 8 9 13 14 15 16 28 29 30 31 32 17 27 18 26 25 24 23 22 21 20 19 C.A. #1-4 C.A. #1-5 41 41 C/O II C/O III C/O III W W W W> o o oC/O III > o o o > o o o> o o oPROPOSED LEGEND NOTES ©ASHERWOODC700WATER PLANSEE SHEET C701NORTH S SSS S S S S S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWWWWWWWWWWWWWWWSSSSSSSSSSW W W W W W W W W W W W W W W W W W > o o o > o o o > o o o> o o oWWWWWWWWWWWWWWWWWWWWWWWW> o o o> o o oWWWWWWWWWWWWWWWWWWWWWWWWW> o o o > o o o> o o o> o o o> o o o> o o o> o o oo o oo o oo o oo o oo o oo o oo o o o o o o o o o o o o o o o o o o o oo o oo o oo o o> o o o> o o o> o o o W W W W W W WW W W W W W WGAS GAS GAS GAS GAS GAS GASGAS GASGASGAS GAS DI DI H.D.P. E. 1 2 39 40 38 4 3 5 6 36 35 34 8 7 C.A. #1-1 C.A. #1-2 C.A. #1-3 37 41 41 C/O III C/O III > o o o NOTES ©ASHERWOODC701WATER PLANSEE SHEET C700PROPOSED LEGEND NORTH ©ASHERWOODC800CONSTRUCTIONDETAILS ©ASHERWOODC801CONSTRUCTIONDETAILS CONCRETE PRECAST FLARED END SECTION AND KEY-IN DETAIL N.T.S.©ASHERWOODC802CONSTRUCTIONDETAILS POND SAFETY SIGN N.T.S.©ASHERWOODC803CONSTRUCTIONDETAILS ©ASHERWOODC804CONSTRUCTIONDETAILS ©ASHERWOODC805CONSTRUCTIONDETAILS