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HomeMy WebLinkAboutPlans Applicant 11/7/2023 (2)i - ---490--- EXISTING MAJOR CONTOUR AND ELEVATION _ EXISTING MINOR CONTOUR EX. 12" S.D. _ EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX. .._8"_W.. _ EXISTING WATER LINE AND SIZE - -5-YEAR TT- - EXISTING TIME OF TRAVEL LINES cam, EXISTING POWER POLE EXISTING STREET LIGHT FIRE HYDRANT EXISTING WASTEWATER MANHOLE 1 J EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED o TELEPHONE PEDESTAL x EXISTING MAIL BOXES 1O CONSTRUCT 6" CONCRETE OVER 8" OF CRUSHED ROCK PER DETAIL HEREON 2� CONSTRUCT 20' WIDE FULLY DEPRESSED DRIVEWAY APRON PER CITY STD. 3-20 DRIVEWAY THICKNESS TO BE. 8" WITH #4 REBAR 12" O.C. BOTH WAYS 2" ABOVE BOTTOM OF SLAB OVER 2" OF 3/4" MINUS COMPACTED CRUSHED ROCK O3 ADD TWO MAIL BOXES TO EXISTING MAIL BOX STAND. PROVIDED 4' CLEAR SIDEWALK AROUND MAIL BOXES. 10 INSTALL 8" DIA. PVC SDR35 DRAIN PIPE, 11 INSTALL 2' X 2' OIL/WATER SEPARATOR CATCH BASIN 12 CONNECT TO EXISTING STORM DRAIN POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 13 CONSTRUCT PLANTER OUTLET PER DETAIL HEREON 14 CONSTRUCT 5' X 5' RIP RAP APRON 6" THICK MIN. 20 INSTALL 6" DIA. PVC SDR35 WASTEWATER PIPE 21 INSTALL 4" DIA. PVC SDR35 WASTEWATER PIPE 22 PLUG END OF PIPE AND MARK WITH 2 X 4 23 INSTALL 6" DIA. CLEANOUT PER CITY STANDARD 4-4A 24 INSTALL 6" X 4" TEE 25 CONNECT TO EXISTING. WASTEWATER LATERAL WITH WYE, POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 26 INSTALL MANHOLE SURROUND TO CONFORM TO CITY STANDARD 4-1A. 30 INSTALL 1" DIA. PVC OR PEX PIPE WATER LINE 31 INSTALL 5/8" WATER METER R7-1 INSTALL "NO PARKING - FIRE LANE" SIGN PER CITY STD. SB INSTALL SIGN BASE & POLE PER CITY STD. 5-18 LOCATION TO BE CHECKED BY ENGINEER AND CITY STAFF PRIOR TO INSTALLATION. 4" RIPRAP, TOP OF ROCK - BELOW PIPE INVERT. ROCK TO .BE A MINIMUM OF 6" THICK 479.5 _ TOP CREATE 6" HIGH. PERIMETER JWALLROCK CHECK DAM ALONG RIP 5' MIN.BLOCK WALL RAP APRON — —POND BOTTOM>> �C el z W w CO ry Iy 0 n Y 0 O U E- m U D 0 U) O �00 O J I d - N n I Q po N 1 O X I �C r v N I r� 0 N C 0 O Z 2 RIP RAP IiAP01U DETAIL NO SCALE II m 479.5 TOP 479.5 TOP OF WALL 478.44 OF WALL J J 3 3 476.9± BOTTOM IL77-1 Z L 12" (3/4" TO 2-1/2") 24" OF TOP SOIL MIN. /N�0 WASHED DRAIN ROCK 4" PERFORATED PIPE 4' ON CENTER NOTE: CONTRACTOR TO PROVIDE DETAIL AND MANUFACTURER'S SPECIFICATIONS FOR THE PON WALL AS A PART OF THE SUBMITTALS PRIOR Tl SCHEDULING THE PRECONSTRUCTION MEETING. 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE, CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 180 SQUARE FEET EQUAL NUMBER OF PLANTS FOR _EACH. ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A CAREX OBNUPTA 4" POTS 60* EA JUNCUS PATENS 4" POTS 60* EA. JUNCUS EFFESUS PACIFICUS 4" POTS 60* EA. * BASED ON ONE PLANT PER SQUARE FOOT FILT]?A T ON PLANTER DETAIL NO SCALE -<,C O PL EASEMENT 1, 9, 9' 1> 6" CONCRETE 9% 1)07 8" THICK OF 3/4"-0" CRUSHED ROCK 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, SHALL BE A MINIMUM OF 24 INCHES THICK. DRIVEWAY RETAIL NO SCALE NOTES: 1. ALL OVERHEAD SERVICES SHALL BE PLACED UNDERGROUND FOR BOTH NEW HOME LOTS AND THE EXISTING HOME. 2. BUILDINGS ON PARCEL 2 AND PARCEL 3 ARE TO BE SPRINKLED. IN FEET ) I inch = 20 ft AN YL- EASEMENTS D PROFS QA EXISTING 5' PUBLIC UTILITY EASEMENT ��S �1 S� © PROPOSED 7' PUBLIC UTILITY EASEMENT 8 v © PROPOSED 20' PRIVATE ACCESS AND UTILITY EASEMENT © PROPOSED PRIVATE DRAINAGE EASEMENT �s 40 9 y�Nr J. EXPIRES DEC. 31, 2023 SHEET 3 OF 3