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HomeMy WebLinkAboutZ-4336-O Map 3REPLACE SIDEWALK AS REO'D. FOR NEW CONSTRUCTION, TYP. NEW HANDICAP RAMP SLOPE DRIVE UP 6° _ TO PROPERTY LINE NEW CONC. APRON W CONC. RETAINING WALL W/42 -HIGH 11/2- PIPE RAIL W/ HORIZ. 9 6. O.C. & VERT. @ 5-0- O.C. NEW HANDICAP RAMP EXISTING GRADE _ APPROX. 376.66 - EXISTING {II TREES 1M� TO REMAIN W 1+ 00 EXISTING GRADE APPROX. 376.52 - EXISTING TREES TO REMAI EXISTING SIDEWALK TO REMAIN EXISTING STREET LIGHTS TO REMAIN I 1 1 CONC. CONCRETE WALK Ie- RETAINING WALL W/42- HIGH 1 1/2' CUT GRADE BACK THIS AREA EXISTING 1 PIPE RAIL W/ HORIZ. TO ALLOW FOR NEW SIDEWALK O6-o.C.&VERT 050 OC RESERCH EXISTING GRADE t 980.00 374.76 / 1 TOP OF WALL / ' r 374 6 CENTER Il ER TO REMAIN t I / (ONE STOREY -- -- ---- -- LING GRADE / I�OX. 382.0' I FUTURE F IIr00 RS) / / 211 R 1 S/ O / 1 477AO '• 374.69 � 374.00 ® VTOP OFINLET 375.39' NEW ST RM ATER EXISTING GRADE APPROX. 376.05' INLET TIE-IN EXIST. SEE ETAIL APPROX. 373.56 ASPHALT 4,T ISSHEET _ 755 PAYING 374.76 �� 390.50' SERVICE 373.2 / 1 COURT i 378.60 TOP OF WALL TO REMAIN EXISTING RESEARCH BUILDING (TWO STOREY) REPLACE SIDEWALK THIS AREA REPLACE CURB &GUTTER \\ FIRST FLOOR ELEVATION 376.28' UTILITY TRENCH MECHANICAL FOR SECOND FLOOR ''•''� BACKFILLING REQUIREMENTS ELEVATION 390.50' :':; EXISTING .� CURB, GUTTER, REPLACE 20' SECTION OF &DRIVE .j DAMAGED CURB & GUTTER EXISTING GRADE 10 TOP OF WALK .•'i PATCH & REPAIR .�,r---7 EXISTING ASPHALT, APPROX. 374.56' •�{ .\L/ --� VERIFY DEPTH OF EXISTING ';;/ 71_al EXISTING S. S., STORM SEWER ® UTILITIES TO BE + BELOW STORM SEWER •' : EXISTING GRADE 0 -� ".'.\ AS ACID NEUTRALIZATION TANK, PHALT _+ TOP PROVIDE CONCRETE COVER '�APPROX 374.34' LEVEL W/ EXISTING ASPHALT C. , -OP OF CURB _ ._..RAMP EXISTING 375DOWN 72.90' \ APPROX. THRESHOLD 37535 / LD UTILITYIT THRESHOLD NEW CONCRETE 375.35 O EXTERIOR IN MECH. ROOM O EXTERIOR O CURB & GUTTER eRESHOLD EXISTING GRADE ro EXTERIOR N EXISTING 9 TOP OF ASPHALT CURB &GUTTER APPROX. 373.74' PLANTING BED, PLANT MATERIAL BY OWNER m0 NEW LIGHT POLE _ NEW ASPHALT O PAVING 4 - CONTROL JOINT (CI) NUTRITIONALIN CONCRETE WALK EXISTING 1® 374.76 RESERCH EXISTING GRADE - ' r CENTER Il ER TO REMAIN RADIU6 CURB (ONE STOREY -- -- ---- -- W/ TH RIlLE FUTURE F IIr00 RS) 1 376.07 374.56FIRST FLOOR 211 R IS TOWARD CURB 1 477AO '• 374.69 � ELEVATION! 375.39' EXISTING GRADE EXISTING GRADE APPROX. 376.05' SECOND FLOOR APPROX. 373.56 I 375.26 _ 755 ELEVATIOry �� 390.50' 21 THRESHO L 1 H RE36HOLD i O EXTERIOR O EXTERIOR TO REMAIN WEST 13TH STREET IS AWAY FROM CURB (60'R/W) 26'•4" ,p r 374.891 7S 27 m 1 I r 4" FOUNDATION �I ® DRAIN; 1 I 75.zz' W I W) / ti o91 v ' 000 }y 376.80 374.23 374. O IN � 376.07: 377.0 t - --- - 1 TOP OFWALL i 1 T 1 I 374.89 I - 37S3S 75.186'CONC. CURB RE6HOLD THRESHOLD TO RETAIN GRAVEL 1 OEXTERIOR O EXTERIOR e' CONC.RETAINING113�7S ' WALL 3 I 374.69 74.89 CHILDREN'S I PLAY AREA I LIVE -I UNIT PROVIDE PEA GRAVEL I 374.0 1� 4 THIS AREA (6- DEEP) I (ONE B�TOREY) I EXISTING GRADE ' I THR SHOED THRESHOLD O EXrERIOR O EXTE IOR APPROX. 377.93' 374.60 I 3-45,35 375 5 .373.64 1 ••y .� 1� 373:94 1 1 ,V WCONC.CURB TO RETAIN GRAVEL374.374.89 :3�m5z1�Ik A: k" # `p 61 DECORATIVE 89 IRON FENCE 376.80 TOP OF WDLL 61 DECORATIVE 35-4 h� 1 IRON FENCE I4° FOUNDATION BLDG SETBACK e//I DRAIN. _ --. • _.:- .�:.: / 373.65',. NEW SANITARY SEWER STORM WATER 1 375.68 SaC 376.80�i 37 3.65 SEE MECHANICAL Q RETENTION BERM $ I 1.85 373"-,SWALE \ b m r TOP OF WALL - \ 0) ' ..._...�! SWALE fn 1 Ar _-------------- _--- 373.52 _ _ _ SWALE -.! (3 EXISTING GRADE �/ 373.65 - - - - - ---- ----- ! ® APPROX• 377.0' / {\STORM WATER �� I RETENTION BERM N 8904.3'02° E - 299.25' \ %C,SET i/2- REBAR \ N PROPOSED SITE PLAN V=201-0" s9l_0n I I HEW CO C. WALK W/ '' HANDIC PPED RAMP: I J I I G M 373.6< I I 373.66' 373.00'i�l ?:d R 9 IIT 4' PAINTED is 6T RWING,TYP, NEW LIGHT POLE b p7 373.00 TOP OF EXISTING ASPHALT, VERT -'FOUNDATION DRAT TO DAYLIGHT TMR FACE OF CURB. EXSTING TREE TO REMA 1 \ 1 HALT r10' 1 EXISTING 1 TREE TO REMAIN 1 3' 1 N jM 1 21 ALT r t 1 EXISTING TREE TO REMAIN: I i 1 1 14,-8" 12'-O' CJ, TYP. J :-374.10 EXISTING LIGHTI IN POLETO REMAIt FJ N 1 11 I SLDG SETBACK 1 1 EXISTING py TREE TO REMAIN 1 1 N 1 1 I EXISTING 1 CONC. FLUME 1 TO REMAIN 1 EXISTING GRADE Y \ 4PPROX. 37263' REPAIR ASPHALT \ THIS AREA MH TheWsmicoxGroup EXISTING 1/2" EXP, JO NT EXISTING GRADE SIDEWALK EXISTING251 / APPROX. 374.44' TO REMAIN RADIU6 CURB PROFILE WHEN PAVEMENT SLOPE h- { TO REMAIN 211 R IS TOWARD CURB EXISTING GRADE EXISTING GRADE ww EXISTING GRADE EXISTING GRADE APPROX. 376.05' APPROX. 375.06' O APPROX. 373.56 APPROX. 376.69' EXISTING MH PROFILE WHEN PAVEMENT SLOPE CURB & GUTTER TO REMAIN WEST 13TH STREET IS AWAY FROM CURB (60'R/W) N PROPOSED SITE PLAN V=201-0" s9l_0n I I HEW CO C. WALK W/ '' HANDIC PPED RAMP: I J I I G M 373.6< I I 373.66' 373.00'i�l ?:d R 9 IIT 4' PAINTED is 6T RWING,TYP, NEW LIGHT POLE b p7 373.00 TOP OF EXISTING ASPHALT, VERT -'FOUNDATION DRAT TO DAYLIGHT TMR FACE OF CURB. EXSTING TREE TO REMA 1 \ 1 HALT r10' 1 EXISTING 1 TREE TO REMAIN 1 3' 1 N jM 1 21 ALT r t 1 EXISTING TREE TO REMAIN: I i 1 1 14,-8" 12'-O' CJ, TYP. J :-374.10 EXISTING LIGHTI IN POLETO REMAIt FJ N 1 11 I SLDG SETBACK 1 1 EXISTING py TREE TO REMAIN 1 1 N 1 1 I EXISTING 1 CONC. FLUME 1 TO REMAIN 1 EXISTING GRADE Y \ 4PPROX. 37263' REPAIR ASPHALT \ THIS AREA MH TheWsmicoxGroup EXISTING SIDEWALK TO REMAIN EXISTING GRADE APPROX, 370.74' NEW CONC. SIDEWALK l- id Id NEW CONC. WALK W/ -�� HANDICAPPED RAMP: a a� E 370.73 EXISTING GRADE 0 GUTTER, VERIFY ANEW CONC. APRON NEW CONC. WALK W/ HANDICAPPED RAMP: EXISTING GRADE APPROX. 370.06 - EXISTING CONC. FLUME TO REMAIN EXISTING SIDEWALK TO REMAIN EXISTING GRADE APPROX. 372.01 \EXISTING 25' RADIUS CURB TO REMAIN EXISTING GRADE APPROX. 370.14' 1/4" RADIUS TOOL CJ --- CONSTRUCTION TOOLED JOINT MAXIMUM SPACE IN SIDEWALK W-0" UNLESS NOTED OTHERWISE EXPANSION / CONTROL JOINTS SIDEWALK COARSE BROOM CONC. ... FINISH IN THIS AREA W/ TOOLED GROOVES 0 4" O.C. SMOOTH TRANSITION S'•O" - SLOPE AT 1:1 2 MAX. io SLOPE AT 1:1 O MAX. -,-j, r CURB \-STREET �•� CURB CUT DETAIL SCALE 1/411=1'-011 / Revisions Date 10-15-96 Project No. SECTION C STORM DRAIN v `. - 95-019 SCALE 1/4"=1'-0'1 27% L L SFT C GENERAL NOTES 1 . LANDSCAPING/SIRRINKLER SYSTEM BY OWNER. CONTRACTOR TO PROVIDE 4" TOP SOIL TO FINISH GRADE. 2. VERIFY EXI STI NO SPOT ELEVATIONS. WORK ALL CURBS, GUTTERS, @ PAVING TO EXISTING CONDITIONS. LEGEND SPOT ELEVATION MARK ® ELEVATION MARK: EXISTING CONDITION CJ CONTROLJOINT 10/16/96 12:27 PM .AVAILABLE:PLOT FOLDER:GENE'S PLOT3:95-019 C1 SITE PLAN Cl . Z 1/2" EXP, JO NT PROFILE WHEN PAVEMENT SLOPE 6X6 WI.4XW 1. 211 R IS TOWARD CURB ww PROFILE WHEN PAVEMENT SLOPE 2" R IS AWAY FROM CURB a - .- LEVEL m C CONC. WA KI C O COMPACT D SUBGRADE ' ASPHALT SB -2 BASE LINE OF :III fill=I III= CURB CU 1 COMPACTED SUBGRADE �, 2'•d' ( 2 1 - 2 CONCRETE CURB, SIDEWALK & PAVING 1 1/241 = 1 1-011 EXISTING STREET LIGHTS TO REMAIN SEALANT\ i/4" RADIUS TOOL y ������- ^_ .-'rFwJ.+Yca ^ • ..-. EX JO NT FI LL EXISTING GRADE APPROX. GRAD ' t EJ ^- EXPANSION JOINT MAXIMUM SPACINO - 30'-0" EXISTING SIDEWALK TO REMAIN EXISTING GRADE APPROX, 370.74' NEW CONC. SIDEWALK l- id Id NEW CONC. WALK W/ -�� HANDICAPPED RAMP: a a� E 370.73 EXISTING GRADE 0 GUTTER, VERIFY ANEW CONC. APRON NEW CONC. WALK W/ HANDICAPPED RAMP: EXISTING GRADE APPROX. 370.06 - EXISTING CONC. FLUME TO REMAIN EXISTING SIDEWALK TO REMAIN EXISTING GRADE APPROX. 372.01 \EXISTING 25' RADIUS CURB TO REMAIN EXISTING GRADE APPROX. 370.14' 1/4" RADIUS TOOL CJ --- CONSTRUCTION TOOLED JOINT MAXIMUM SPACE IN SIDEWALK W-0" UNLESS NOTED OTHERWISE EXPANSION / CONTROL JOINTS SIDEWALK COARSE BROOM CONC. ... FINISH IN THIS AREA W/ TOOLED GROOVES 0 4" O.C. SMOOTH TRANSITION S'•O" - SLOPE AT 1:1 2 MAX. io SLOPE AT 1:1 O MAX. -,-j, r CURB \-STREET �•� CURB CUT DETAIL SCALE 1/411=1'-011 / Revisions Date 10-15-96 Project No. SECTION C STORM DRAIN v `. - 95-019 SCALE 1/4"=1'-0'1 27% L L SFT C GENERAL NOTES 1 . LANDSCAPING/SIRRINKLER SYSTEM BY OWNER. CONTRACTOR TO PROVIDE 4" TOP SOIL TO FINISH GRADE. 2. VERIFY EXI STI NO SPOT ELEVATIONS. WORK ALL CURBS, GUTTERS, @ PAVING TO EXISTING CONDITIONS. LEGEND SPOT ELEVATION MARK ® ELEVATION MARK: EXISTING CONDITION CJ CONTROLJOINT 10/16/96 12:27 PM .AVAILABLE:PLOT FOLDER:GENE'S PLOT3:95-019 C1 SITE PLAN Cl . Z