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GENERAL NOTES LEGEND <br /> • • �PROPERTY LINE <br /> 1. VERIFY ALL DIMENSIONS,EXISTING CONDITIONS AND 6. (WHEN PROVIDED)ALL GRATES IN PATH OF TRAVEL MUST <br /> METHODS OF <br /> WORK.NOTIFY AONSTRUCTION RCHITECT OF ANYODI COSTART REPENCOS ANY STRIKE SIDE COMPLY ITH CLEDOOR ARAANCE ON THE PULL SIDE VIDE A AND A 4"MIN. �l/7T�T� PUBLIC UTILITY EASEMENT <br /> 16 $� am mar SMOOTH SURFACE ATTHE BOTTOM 10 INCHES OF THE t <br /> ��,, �� 2. UNLESS OTHERWISE NOTED OR INDICATED,ALL PUSH SIDE OF GATE.SPECIFY ACCESSIBLE/LEVER IMPERVIOUS PAVING 1 ■ <br /> 16 DIMENSIONS SHOWN ARE TO FACE OF FRAMING,CONC. HARDWARE. ARCHITECTURE <br /> SLAB AND/OR CMU. CONCRETE WALK/FLAT WORK <br /> 7. PROVIDE BUILDING ENTRANCE SIGN (INTERNATIONAL <br /> 40W <br /> 3. CONTRACTOR SHALL WORK TOWARD DIMENSIONS WITH SYMBOL OF ACCESSIBILITY)AT ACCESSIBLE PUBLIC <br /> PERVIOUS PAVING <br /> DE FORCE AVENUE TOLERANCES+/-SHOWN. ENTRANCE DOOR(S).MINIMUM SIZE REQUIRED IS 6"x6". <br /> 7 H -"-`-=T GRAVEL PLANTER W/SHRUB PLANTING <br /> 4. PATCH AND REPAIR ALL EXISTING ADJACENT SURFACES 8. PROVIDE TACTILE STAIR LEVEL IDENTIFICATION SIGN IN <br /> - �' AFFECTED BY THE IMPROVEMENTS PROPOSED IN THESE EACH FLOOR LEVEL LANDING. <br /> w W CONTRACT DOCUMENTS.RESTORE FINISHES TO THESE ARCHITECT <br /> POF <br /> ru 16 a •�••�•• ACCESSIBLE PATH OF TRAVEL. <br /> 72 � >i AREAS TO MATCH EXISTING. 9. WALKWAYS AND SIDEWALK ALONG ACCESSIBLE ROUTES NJ ASSOCIATES <br /> TRAVEL: FOR ADDITIONAL INFO.REFER TO SHT.G4.00 <br /> ACCESSIBILITY STANDARDS. 22769 N BENDER ROAD <br /> ' d w 5. THE PEDESTRIAN PATH OF TRAVEL(P.O.T.) IS INDICATED ARE CONTINUOUSLY ACCESSIBLE ACAMPO CA 95220 <br /> 6 xi �m AS A BARRIER FREE,COMMON ACCESS ROUTE WITHOUT HAVE MAXIMUM 1/2"CHANGES IN ELEVATION <br /> � ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2"" ARE MINIMUM 48" IN WIDTH 209.727.2040 <br /> P P �ar w d BEVELED AT 1:2 MAX.SLOPE,EXCEPTTHAT LEVEL HAVE MAXIMUM 2%CROSS SLOPE www.njaarchitecture.com <br /> CHANGES DO NOT EXCEED 1/4""VERTICAL.THE PATHS WHERE NECESSARY TO CHANGE ELEVATION AT A <br /> SURFACE IS AT LEAST 48""WIDE,SLIP RESISTANT,STABLE, SLOPE EXCEEDING 5%SHALL HAVE RAMPS <br /> • �. <br /> U FIRM AND SMOOTH.PASSING SPACES AT LEAST 60""x60"" COMPLYING WITH 2016 CBC SECTION 11 B-45 OR CLIENT <br /> �� <br /> ""'*" •+r ••••�-.;, �� "''"' 7 a9 4. ARE LOCATED NOT MORE THAN 200'APART.PART OF 11 B-406 AS APPROPRIATE.WHERE A WALK CROSSES JOE HADDAD <br /> P.O.T.W/CONTINUOUS GRADIENTS HAVE 60"" LEVEL OR ADJOINS A VEHICULAR WAY,AND THE WALKING <br /> LQCKEFDRD AVENUE <br /> INY P.O.BOX 484 <br /> AREAS NOT MORE THAN 400'APART.THE CROSS-SLOPE SURFACES ARE NOT SEPARATED BY CURBS,RAILING <br /> 1300K Bou'bARy DOES NOT EXCEED 2%AND THE SLOPES IN THE OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN WALNUT GROVE CA 95690 <br /> DIRECTION OF TRAVEL THAT EXCEED 5%ARE AREAS AND VEHICULAR AREAS SHALL BE DEFINED BY 415.517.9686 <br /> CONSTRUCTED AS ACCESSIBLE RAMPS.THE P.O.T.IS FREE A CONTINUOUS DETECTABLE WARMING WHICH IS 36" <br /> OF OVERHEAD OBSTRUCTIONS UP TO 80""MIN.OBJECTS WIDE,COMPLYING WITH 2016 CBC SECTIONS <br /> PROJECTING FROM WALLS W/LEADING EDGES BETWEEN 11 B-247.1.2.5&11 B-7051.2.5 <br /> 27""&80 A.F.F.DO NOT PROTRUDE MORE THAN 4"" PROJECT <br /> FROM THE WALL.THE CONTRACTOR SHALL VERIFY THAT <br /> ALL BARRIERS IN THE P.O.T.HAVE BEEN OR WILL BE LODI BOWLING <br /> N REMOVED UNDER THIS PROJECT AND COMPLIES W/CBC 302 N SACRAMENTO STREET <br /> PROPERTYPLAN 11 B-402,&11 B-403 LODI CALIFORNIA 95240 <br /> 516.42' <br /> •••••.••••••••••••••••••••••••••••••••••••••••••••••••••••w••••••••••••r•••••••••••••••••••••0•.r0 •_ <br /> 1 gg <br /> E.•.••••. ••�••�i��I • <br /> <::T°__ • <br /> • 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 �I <br /> 30 <br /> • <br /> A LLi <br /> ' � ��I� I • I' II <br /> • <br /> W <br /> 31 <br /> • DC <br /> 6 • <br /> 32 ' rq <br /> ' ' • <br /> • 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 5 PROPOSED B L D G. • o O <br /> OR 33 - LL. <br /> R42,_0,,. ® 4 • p ELEV.=51.64' • � <br /> 34 i <br /> i • • <br /> V <br /> • Q : • ARCHITECTS STAMP <br /> 35 i ® 3 • • <br /> • 36 ® 2 <br /> 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 <br /> • <br /> a • v JOHN A VIERRA a <br /> 37 < /' * * <br /> 10-31-2019 C-3512 9 <br /> 03 0 9 <br /> • 38 — i ' ® 1 p : `••�.• • N� RENEWAL _�� <br /> \\ �_ � � � �• : <br /> •�� qGAE i`� <br /> SEATING �� • �Q <br /> - <br /> • : ti • REVISIONS <br /> • • • • • 01 324.41' • No. Description Date By <br /> 173.79' W <br /> I I <br /> 60'-0" <br /> Project No.: 17028 <br /> Drawn By: NS <br /> ----------------------------------------------------------------------------------------i----------- - —-—-—-—-— - —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- -—- ------------ Checked By: JV <br /> 1 SACRAMENTO STREET 1 <br /> I <br /> I <br /> PERMIT SET <br /> 8.17.18 <br /> I <br /> W <br /> pC �y SITE PLAN <br /> OI Q <br /> W <br /> O <br /> SITE PLAN <br /> A1.0 1"=20'-0" <br /> a <br /> v <br /> r <br /> v <br /> ao <br /> A1 ,60 <br /> 0 <br /> N <br /> n <br /> 00 <br />