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Home My WebLink AboutC-PP-1.4 East Wickham-PP MERIDIAN CITY APPROVAL MATCH LINE SEE PP-1 .2 1�o >- ° STA 6+78.75, 16.50'RT. DM 0 3 o 2750.97 TBC i THE KEEP ° STA 6+67.80, 18.39'RT. LOT 18 j I PHASE 1 Partners 4 w �', 2751.07 TBC m BLOCK 1 ° U- ° 4 I L - •CONTRACTOR TOTRANSITION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J w I I TO CONNECT TO EXISTING - - - - - - - - - - - ° SEE RAMP DETAIL B 1fZ 1 ° _ 2815 East 3300 South, Salt Lake City, UT 84109 = o D I CURB, GUTTER 8 SIDEWALK w 2 IRMH 7 m 1 (801) 305-4670 www.edmpartners.com Z STA 6+52.94, 26.00'RT. ° � 1 ° SEE RAMP DETAIL A �^ 2751.01 TBC/HP 4 ° °� 5'SIDEWALK °° r ° ° ° ° 14 ° ° 4 ° ° ° ° (soy ��6 1 ° a ° ° PC: 6+� \� e ° ° \ \ 2751 LANDSCAPING I 1 ° 1 ° ° 1 ° °° A D.4% ° °° ° o - STA 1+42.66, 18.34'LT. STA 1+53.85, 16.50'LT. STA 2+55.19, 16.50'LT. ULU 2751.12 TBC 2751,04 TBC 2750.61 TBC H 2751--- STA 6+25.94, 16.50'LT. 1+00 E. WICKHAM TREET 2+00 11 3+00 3+50 E. WICKHAM STREET z SCALE: 1" = 20' 2751.28 TBC/HP _ + 0.4/ i 1 - - - - - - - - - - - _ _ - STA 1+00.00, 0.00 T. STA 2+70.25 ' ° I I APPROX. END OF KEEP 1 ROADWAY 2751.36 CWN 1 1 STA 2+55.19, 16.50'RT. I IMPROVEMENTS. CONTRACTOR TO SAWCUT 0 10 20 40 60 o STA 1+49.47, 14.50'RT. 1 1 1 2750.61 TBC 18"AND MAKE CONNECTION TO ROADWAY. (so) OWNER: J z o.4% Dawson Ranch, LLC 3 a CONTRACTOR TO TRANSITION {° a� Qd o PT: 6+10.14 LANDSCAPING 1 1 TO CONNECT TO EXISTING ' g STA 6+01.87, 24.77'RT. O�� °°°° 4 2 J�/ CURB, GUTTER Et SIDEWALK 6$65 S. Pemberley Pl. 2750.97 TBC/HP ° O d ° d° a 5'SIDEWALK ° ° ° ° ° 1 ° 1 ° °, ° °° ° °° ° ° ° ° ° ° Meridian, ID 83642 Contact:Jarron Langston a SEE RAMP DETAIL C Phone: (208)724-6239 v o IRMH-6 LOT 19 _ j I MATCH LINE SEE PP-1 .1 E. WICKHAM ST. PLAN NOTES: 1. This drawing is considered preliminary unless affixed with a municipal approval or accompanied by a separate approval document. 2. All sanitary sewer improvements shall conform with the standards and specifications of the City of Meridian. 2760 2760 3. All culinary water improvements shall conform with the standards and specifications of the City of Meridian. 10 4. All improvements in the public right of way M shall conform with the standards and N o specifications of the Ada County Highway 2755 2755 a, FINISH GRADE District (ACHD) and the Idaho Standards For MATCH EXISTING 0 KEYNOTES Public Works Construction-ACHD Supplement .o ASPHALT GRADE C�CL (ISPWC-ACHD). 00 cCL STA 2+70.25,APPROX. 5. All private improvements shall conform to Idaho C'4 END OF KEEP 1 ROADWAY INSTALL 3"ROLLED CURB Et GUTTER, PER ISPWC-ACHD SD-702. Standards For Public Works Construction 1O EXISTING GRADE CCL IMPROVEMENTS (ISPWC) standards and specifications. 0.43% O2 INSTALL 5'WIDE DETACHED CONCRETE SIDEWALK PER ISPWC-ACHD SD-709. 6. Contractor to field locate and verify the 2750 2750 horizontal and vertical location of all utilities - - - - - - - - - - - - - - - - 3 INSTALL CONCRETE DRIVEWAY APPROACH PER ISPWC-ACHD SD-710. prior to beginning work. INCLUDE PEDESTRIAN RAMP PER ISPWC-ACHD SD-712H. INSTALL TRUNCATED \ 24"PVC IRRG O DOMES PER ISPWC-ACHD SD-712. PP-1.3 2745 2745 O INSTALL 6"VERTICAL CURB Et GUTTER, PER ISPWC-ACHD SD-701. N O PP-1.4 2740 2740 THE KEEP PHASE 2 1 +00 2+00 3+00 3+50 KEY MAP E. WICKHAM ST. PROFILE SCALE (H): 1"=20' SCALE (V): 1"=5' .87 PED 2750.90 GL 2750 2751.07 TBC STA .87 PE6, 21.64'RT. STA 1+39.86, 15.77'RT. STA 6+67.80, 18.39'RT. L \ 2750.83 PED APPROVED FOR CONSTRUCTION: 2751.18 TOC 2750.91 GL STA 1+39.86, 17.85'RT. These plans are valid for Construction only with the 2750.83 PED STA 6+65.04, 25.64'RT. STA 1+35.86, 17.09'RT. STA 6+65.07, 19.50'RT. L 2751.24 TOC 2750.85 PED signature of the design engineer on the line below. 7.9% 1.5% STA 6+65.03, 29.64'RT. 2750.85 PED STA 1+39.86, 19.25'RT. 2750.88 GL STA 1+35.86, 19.25'RT. 2751.07 TBC STA 6+65.08, 17.31'RT. o O \ STA 1+43.76, 16.97'RT. Q 2751.14 TBC Approved Date 2751.03 TBC o O o Q o \ STA 1+33.15, 20.54'RT. wo STA 6+68.26, 16.50'LT. 2751.11 PED 2750.92 GL C 7.9/ O C)O O 1.5% 2751.24 TOC ,4 STA 6+65.23, 20.50'LT. STA 6+61.14, 19.30'RT. STA 6+61.14, 29.63'RT. O O O O STA 6+65.24524.50'1.19 oLT' 2750.87 PED 2751.18 TOC o o ONAL�FNc/A � 2750.95 PED � •c r, F STA 6+61.14, 21.63'RT. STA 6+61.14, 25.63'RT. o o F 2751.27 TOC STA 6+65.22, 18.50'LT. STA 6+65.26, 28.50'LT. 2.0% 2.0% 8•2% 2751.17 TBC 10 STA 6+58.73, 23.33'RT. 2751.25 TOC 2751.29 PED 14176 W 1.0% 2751.29 TOC 2751.31 PED O O 2750.78 PED STA 6+57.04, 34.30'RT. STA 6+57.22, 38.30'RT. STA 1+35.86, 26.27'RT. 0 5% STA 1+39.86, 26.27'RT. Q (P�10/18/2 4�0 44/ o o M O O STA b+65.21, 16.50'LT. 2751.22 TBC HP 2751.34 FOW �G9rF OF��J�� U I n O STA 6+54.37, 27.36'RT. STA 1+35.86, 28.18'RT. 0 0 2751.32 TOC R i O p 2750.81 PED � '40 � 2.0% 2.0% 7.6% STA 6+61.14, 16.51'LT. \ Q Q STA 1+39.86, 28.25'RT. 2751.27 TOC STA 6+61.14, 28.51'LT. 2751.19 TOC 1.0% 2751.23 TOC 2751.18 TBC-HP Q 1 I 2750.96 PED STA 6+53.18, 34.49'RT. STA 6+53.37, 38.49'RT. \ STA 6+00.47, 26.23'RT. o - + . , 18.50'LT. _ KeepWest FOW ' o Q Q \ STA 1+47.09, 29.63'RT. 2751.18 TBC ^ 2750.91 PED \ 0.5% zn - - _ 2751.11 PED STA 6+50.76, 32.11'RT. \ POT ELEVATION LEGEND 8 STA 6+61.14, 20.50'LT. O STA 6+49.45, 38.69'RT. \ 2751.40 TOC / N I r 2751.09 TBC _ O O O STA 1+35.86, 32.18'RT.STA 6+58.09, 16.50' Subdivision v LT. /2750.89 PED 2750.87 PED \ 2751.38 TOC GL GUTTER LIP � STA 6+49.24, 34.70'RT. STA 6+47.39, 38.80'RT. \ STA 1+39.86, 32.18'RT. I �\ 2751.41 BOW GB GRADE BREAK East Wickham Street 2751,12 TBC \ STA 1+35.90, 34.19'RT. STA 6+46.46,41.65'RT. \ CWN ROAD CROWN ELEVATION Roadway Plan & Profile 1+00 to 3+50 A RAMP DETAIL A 2750.95GL (STA - NETHERFIELD) STA6+46.94, 34.82'RT. C RAMP DETAIL C PROJECT: w = 2750.92 GL TBC TOP BACK OF ROLLED CURB DRAWN BY: CRS SCALE: 1 =5 STA 6+45.23, 38.91'RT. REVIEWED BY: ERB (STA = WICKHAM) PED PEDESTRIAN RAMP RAMP DETAIL 6 SCALE: 1"=5' REVISIONS: No. DATE REMARKS (STA = NETHERFIELD) roc TOP OF CONCRETE SCALE: 1"=5' BOW BACK OF WALK ELEVATION x v FOW FRONT OF WALK ELEVATION 'o HP HIGH POINT DATE: EX-* TIE TO EXISTING FEATURE Q October 14, 2024 U Y SHEET NUMBER: PPa Q le4 A