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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/2/2022PAVING NOTES: 1. ALL WALKWAYS AND ADA ACCESS WAYS SHALL HAVE CROSS SLOPES LESS THAN 2%. 2. ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN 5% OR INCLUDE LANDINGS AT EACH END. 3. ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN 2% AND RUNNING SLOPES LESS THAN 8.33%. 4. ADA DROP OFF RAMPS SHALL HAVE ADA APPROVED DETECTABLE WARNING SURFACES. 4. MONOLITHIC CURBING TO BE CONSTRUCTED ALONG SOUTH SIDEWALKS OF DRIVEWAY. STANDARD CURB AND GUTTER TO BE CONSTRUCTED ALONG NORTH EDGE OF DRIVEWAY. 5. WHERE NEW CURBING ENDS AT THE DRIVEWAY ON 5TH STREET (EAST SIDE OF DRIVEWAY), GUTTER BAR SHALL TRANSITION FROM 5.0% TO MATCH AC SLOPE IN THE FINAL 3'. 6. EXISTING SIDEWALK ALONG 5TH STREET IS PROPOSED TO REMAIN EXCEPT WHERE EXISTING DRIVEWAYS ARE TO BE CLOSED. 7. CONCRETE PAD IS PROPOSED IN FRONT OF TRASH ENCLOSURE FOR ROLLING BINS DURING WASTE REMOVAL. STRIPING NOTES: 1. STRIPING ON ASPHALT SURFACE TO BE WHITE. 2. STRIPING ON CONCRETE SURFACE TO BE YELLOW. LIGHTING PLAN: 1. SEE ARCHITECTURAL PLAN AND PHOTOMETRICS REPORT FOR FULL LIGHTING DESIGN. 2. PROPOSED POLE LIGHTS ON PRIVATE DRIVE TO HAVE REAR SHIELDING. 3. PROPOSED POLE LIGHTS TO BE MOUNTED 20' ABOVE ROADWAY. 4. WALLPACK MOUNTING HEIGHT VARIABLE WITH BUILDING SURFACE. 1' DMGY WM%iE FNO 4M as Ikr olrx z• QI I Acc, Wave fti. Bike Rack - 3 take CapoClly, IIIA BICYCLE PARMG DETAIL Nrs STANDARD CURB & GUTTER �c LEAP ow "RI I/1' RAA us InRxnq r R'A'xolm ITT wo i1 P� 1 EXTRUDED CURB 6' THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD SIDEWALK WIDTH i ^'..Hold 1. PER PIAN EXISTING I' CONTOUR LINE � III III EXISTING CURB & GUTTER DUMMY JOINT 1/4" 3/4" RADIUS T11n. DEEP 'V" GROOVE 6' III EXISTING FIRE HYDRANT ® II AC PAVING Ty. D £ II ELEVATION �Q WEIOXi: BAER N CONOSREELE I R.. PXNG o.r —ey^—•� 3,000 PSI 8'WW -- WW �AN e%� ac -11 m PROPOSED WASTEWATER SYSTEM OHE EXISTING OVERHEAD UTILITIES III 12' I 8,�1 EXISTING UTILITY POLE POLE EXISTING 7V PEDESTAL © L III Ex UTILITY 6:1 -o MONOLITHIC CURB/SIDEWALK ASPHALT DPROPOSED NTS ROPOSED PROPOSED GRAVEL III PROPOSED STANDARD 1001 LIGHTING WITHLE 57 CURB AND GUTTER ,�. REAR SHIELDING < III ° £ III PRMATE DRIVEP 22.0' POSED wW PROPOSED STANDARD PROPOSED DRIVEWAY 20.0 : n• 22' DRIVEWA III MONOLITHIC W EL ACK PAVIN1 CURB/SIDEWALK PROPOSED POLE LIGHTING W: III LIGHTING III III *uh V { o BUILDING A III FFE=452.50'Jl III PROPOSED PROPOSED Y ALLPACK III LIGHTING LE AND •- S DIUM V III S £ET Ll T TO BUILT B L R MAIN FFE=452.94' III _ PR ° 3TRlPEHI� SIDEWALK £ EX SIDEWA III -I;" (rYP) PROPOSED TO 5TH STREET lS BRIDGE OVER PROPOSED TO III L RAIN GARDEN REMAIN PROPOSED ^Oti LIGHTINGK �2 a - EXISUNG ROME wALCPacK -° FFE=453.58' LIGHTING III EX ORIVEWABE ,T °all REPLACEDIII STANDARD STANDARD 5' SIDEWALK DUPLEX III CARAGB UNIT <� PROPOSED WHEELSTOPS FFE=452.20' FFE=452.92' •' l 1 III (19 TYP.) n. -° � ---------- wwIII II EX UTILD III POLE III `L4F, EXTRUDED CURB ry(a,0 1�v s ani II II II II III IT BICYCLE PARMG DETAIL Nrs STANDARD CURB & GUTTER �c LEAP ow "RI I/1' RAA us InRxnq r R'A'xolm ITT wo i1 P� 1 EXTRUDED CURB 6' THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD MOUI,TAHLE CURB & GUTTER A.e' E. } /0 Rous ".T E�1.� 1 H 11' FFUULL DEPTH CURB I/36 AW.. 6' PWNE� 6' SNI L s CURB END TREA1MfNT _ EXPANSION CURB RADIUS e Woy A o- PA Gua r.. wn rows RsIIXQ * mEIR NT ANE X PAR BEEP wu xC uSFn. SE PITUN mils suu a wcm ro wmX IRYa1us Dlxlv/Cnox.wrt munpls x smFR PLRX .1.wA ER A5 Am1R ne RE sou m n/uD x cxw LE Tslc * cI'm cMEx 9RAMPS, 9WL IWIE R WBE PS SHULL BE XXX PR u S OF nF PA8 # 'ITE, X IP EINAND ARQU. BE DPVEMAn 9WL RENEW]PE PED E DERIGETIDER) ER) P3 VB SIwXEREE: SEA Iw CONSfIE * calms a couxnov Gxrvnun Buu s xm Ps Bm smawml (rolls PB uR smwGnn xE s¢x up RaxWHR CURB & GUTTER SIDEWALK WIDTH i ^'..Hold 1. PER PIAN EXISTING I' CONTOUR LINE IdeI EXISTING CURB & GUTTER DUMMY JOINT 1/4" 3/4" RADIUS T11n. DEEP 'V" GROOVE 6' qq-5� ,S\JQ EXISTING FIRE HYDRANT ® II AC PAVING Ty. D PROPOSED WATER METER PER PIAN ELEVATION �Q WEIOXi: BAER N CONOSREELE I R.. PXNG o.r —ey^—•� 3,000 PSI 8'WW -- WW �AN e%� ac -11 CONCRETE PROPOSED WASTEWATER SYSTEM OHE EXISTING OVERHEAD UTILITIES o 12' I 8,�1 EXISTING UTILITY POLE EXISTING 7V PEDESTAL © BATTER PROPOSED GAS METER 6:1 -o MONOLITHIC CURB/SIDEWALK ASPHALT DPROPOSED NTS MOUI,TAHLE CURB & GUTTER A.e' E. } /0 Rous ".T E�1.� 1 H 11' FFUULL DEPTH CURB I/36 AW.. 6' PWNE� 6' SNI L s CURB END TREA1MfNT _ EXPANSION CURB RADIUS e Woy A o- PA Gua r.. wn rows RsIIXQ * mEIR NT ANE X PAR BEEP wu xC uSFn. SE PITUN mils suu a wcm ro wmX IRYa1us Dlxlv/Cnox.wrt munpls x smFR PLRX .1.wA ER A5 Am1R ne RE sou m n/uD x cxw LE Tslc * cI'm cMEx 9RAMPS, 9WL IWIE R WBE PS SHULL BE XXX PR u S OF nF PA8 # 'ITE, X IP EINAND ARQU. BE DPVEMAn 9WL RENEW]PE PED E DERIGETIDER) ER) P3 VB SIwXEREE: SEA Iw CONSfIE * calms a couxnov Gxrvnun Buu s xm Ps Bm smawml (rolls PB uR smwGnn xE s¢x up RaxWHR CURB & GUTTER &TIE SCALE• > ""=20' 20' a 20' 40' LEGEND BOUNDARY LINE i ^'..Hold 1. 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