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HomeMy WebLinkAbout4229-14CONSTRUCTION NOTES 1. THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH WIDTH VARIES 01 4'- 0 TYP. AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, APPROVED ADDENDUMS, SEE PLAN AND CHANGE ORDERS AS ASSOCIATED WITH THESE LANDSCAPE CONSTRUCTION VARIES 1 3'-0" TYP. DOCUMENTS. 2 2. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS AND PER GOVERNING 3 CODES AND ORDINANCES, AND TO THE CITY OF FONTANA "SPECIFICATION MANUAL EXPOSE 1/2" OF ROCK -ABOVE FOR STREETSCAPES AND PARKS" WHICH SHALL BECOME PART OF THESE DOCUMENTS. 4 TOP OF CURB 3. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, 32% MIN. 2 UNINTENTIONALLY OR ACCIDENTALLY, TO EXISTING UTILITIES, STRUCTURES, WALLS, 2 2% MIN. 0 5 . LANDSCAPE PLANTINGS AND IRRIGATION (NOT STRICTLY WITHIN DISTURBED AREAS I 5 AS INDICATED ON CONSTRUCTION DRAWINGS), OR OTHER AMENITIES, DUE TO THE d- ACTION OF THE CONTRACTOR, CONTRACTOR'S EMPLOYEES AND/OR THE 1 1 CONTRACTOR'S SUBCONTRACTORS. 3 4 4• EXACT PLACEMENT OF ALL CONCRETE WORK SHALL BE LOCATED IN THE FIELD BY 5 THE CONTRACTOR WITH FORMS, STAKES, PAINT, ETC., BUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONCRETE POURING. LOCATION 2 6 ADJUSTMENTS MAY OCCUR WITHOUT CHANGES TO COST OR SCHEDULE. VARIES 7 5• CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH OTHERS CONTRACTORS' 1 WORK PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BECOME FAMILIAR WITH SECTION THE LOCATIONS OF EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS SEE PLAN NOT TO SCALE WHICH MAY CONFLICT WITH THE WORK TO BE DONE. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD CONFLICT ARISE. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE OWNER'S AUTHORIZED LEGEND LEGEND: REPRESENTATIVE ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS PRIOR TO INSTALLATION OF THE WORK. 10 A.C. PAVING PER CIVIL ENGINEER TYP. O A.C. PAVING PER CIVIL ENGINEER TYP. O JOINTS BETWEEN STONES TYP. 7. THE LANDSCAPE ARCHITECT SHALL REVIEW AND APPROVE ALL GRADING WORK IN NOT TO EXCEED 1-1/2" WIDE MAX. THE FIELD PRIOR TO ANY FORMWORK OF ALL HARDSCAPE CONSTRUCTION ITEMS. 20 CONC. CURB PER CIVIL ENGINEER TYP. O CONC. CURB PER CIVIL ENGINEER TYP. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS 50 SET COBBLES IN 6" PEA GRAVEL CONCRETE TO THE GRADING AND HARDSCAPE LAYOUTS AS NECESSARY WITHOUT ADDITIONAL O 18" WIDE WALK—ON COBBLE PAVING ALONG 30 6" — 12" COBBLES SET AS DECORATIVE BED AND FOLLOWING THE SETTING OF COST TO THE CITY. CURB EDGE TYP. PAVING WITH ONE FLATTENED SIDE WHICH JOINTS, BRUSH ROCKS AND SHAL BECOME THE EXPOSED SURFACE WIRE BRUSH JOINTS, AND HYDROBLAST 8• THE CONTRACTOR SHALL PROTECT AND PRESERVE EXISTING PLANTINGS TO REMAIN 40 TYP. WALK—ON COBBLE PAVING PADS SIDE. TYP. COBBLE EXPOSED HEIGHT ROCK AS DIRECTED BY THE CITY INSPECTOR. DURING THE LIFE OF THE CONTRACT INCLUDING NECESSARY WATERING TO MAINTAIN RAND i MLY VARIES BETWEEN 1/2" — 3. HEALTH OF PLANTINGS. 5O TYP. PLANTING AREAS 2% MI . DRAIN TO STREET TYP. A SAMPLE © CONCRETE BASE SHALL BE CLASS AREA, 10 SQ. FT. MIN. SHALL BE APPROVED 520—C-2500, 4" SLUMP CONCRETE. O REFER TO COBBLEPAVING #1 DETAIL FOR BY T E CITY INSPECTOR PRIOR TO COMPLETE NOTES. PROCEEDING WITH REMAINING ROCK WORK. 0 90% COMPACTED SUBGRADE TYP. ROCK SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS 80 FINAL RESTING POSITION OF ALL ROCKS AND I ON CONTENT AS APPROVED BY SHALL BE APPROVED BY THE CITY THE CITY INSPECTOR. INSPECTOR. CONSTRUCTION N CITES C COBBLEPAVING 3 l A COBBLEPAVING _ ...r.a....:�. ..:....:...:.......:.... ' :... ....:.'..... ........................... . ...... ....... . . .. 2 —0 TYP. :..........:. r L...> : �.':400 J:,,:?:. „':.^4k�} Y)� ;.lLii"`.:k 11��•Ci .....f }?"i alai -- /.: t'•;� i "_r+}• #�. .r, '.: •,r;' -`y 77 . Yr'i i :.s. i, i r• -,ti , ,. :���• �r��r��:� T�; � _ �:..: 18 TYP. fliHlti i� ;,vi'I i:vCSCi. j T Y`40 S. 4 �..i,J•.:�l:k 41'x♦ V�- Y'v<: '!f , _-� f ii4.!. r• +V •:_ .• y;l:l.-:: 1:,:— L L t:. -� •i .: L w..•.. M:N rwr J -„�. rp . ! i f43�}'� tl:wv�'�ti,.,;. v::•�'rw i:, r�.'."rik,. :_: J j,y._ .t. is t:..: >. , ,.�. ' Yrl\ l•. 3 ;�; �;��, >=�t.:k. "�t.>:e:€>:.:;a���'� :•.1}1i;. 2% MIN. 3X 6, r t < <t `ti !'•�•_..[ 7:ii'. i.�.C; •:�i;�.� .. S +x%1.1.> r; �ti'�? 1 0 :. ...`x 7v<L. N. MAT::T� ilL. 't F, �f:. v, ♦ S: ••f'. kti ?' _ 1 11 �• r•`�•.- —1 • _ F- X 7 i.j I R, r r •O , , J A J•. 3� TJ I�r1I;�. �'� , t:,� }1,9.��3};: 'I"}-1�',t'+� °.r,: �r=.. ,.<;u.t _ SHALL I 1 SECTION 2. JvU;.i' ;..:}:mak i;: rI'i.' l}i[;� i(—�. ki ty,LL @[:C-jk(='''�Jli't':f.; �. \ i 7Y'i.•�lfli�<ti}'}• H 3^.3r'dCiR J "y i' Z K*)c;: f_iJl t'iG V%11:7 ;.3 '}'� ,,w•• IC_ttc%-.i.:.�`•,a'• } 3_..:,, ..lt , 'L NOT TO SCALE 45 1 {l'trlt: �1::...):. v.:i €�i./�� � :S17�t �.�i Y,L.:.. i'��.!1I-:J •�I��k...:�., 3�, fxio?"7.4,.isl::i.: ;� 3= �1''�;fC; i e <'t� r- ,;_ f'i (+ �f ry - � :� ` I \ �)� ” � .. >.�}v t�� 7 3-i: �� �.... t;. {�. t ;� � �..%7 ....... i v�.:rw.«. l # 1'A r'A' ,f._ t S. AIvJ 1R0 J t ON _'E: fit`s AI"I.4lt�l>''I_.! t r :`' .1 _E i:'f LEGEND: EE}� LEGEND 4 tNl:_` LUNIP /X)N' _ ,.�li_ 1.1:..., vii; i It J F .. ..,, ♦ cc r ti s /{ } t t j /,, L i i ',, S f r 1 r•r, t.. u, i JI�C:. ,^i'•,;�:'i ` .w. 51 i1 ���� i-tit-� f f,j •3Y. ili 7 i'1L_�,.-'�T1i.171 t���> /-% lSr `'�f <-,.' `<; .; r# i I.: I'#47 ;yz::I t.�;.r�;? 1'HL; I�;�{��E TY�R :.,F <•• z 1O A.C. PAVING PER CIVIL ENGINEER TYP. O OMIT r,;-,;;. 1 • EXPANSION JOINT — WHEN ADJACENT TO PAVING r, t`IS:rJi1,IN, > rwtI CONC. CURB PER CIVIL ENGINEER TYP. 7� 90% COMPACTED SUBGRADE TYP. AC'.'. L<< .:Y.., WiF1;..-,11"—TI .�r �Ilw!_�,�:����> �- ��L�7*0kt-;IINTA �5 2. BOULDERS — SEE PLAN FOR SIZES AND PLACEMENT: THE }`'` 6" — 10" COBBLES SET AS WALK—ON PAVING 0 !; r' g TYP. MEDIAN PLANTING AREAS }a r••l..J:I''`. �L.�!':�3...il>3 �•�-t fr FSy'�:..t� f-;...�'.4.1�"'. - i..ii:Y\1s-1.- �;y'�- - Isf_:,` ti . V }�,;.K ,: " s���= Iti r �;r E I ,�5 YA X = 3-1 /2 TO 4 DI A. TYP. — FLAT SIDE UP. 2% MIN. DRAIN TO ®FESS® L € — ' STREET TYP. 9 REFER TO COBBLEPAVING #1 DETAIL FOR f Y= 2 1 /2 TO 3 DIA. 0 COMPLETE NOTES. �+ -..�v Z = 1-1/2' TO 2' DIA. V ; y: r,,- y; CITY OF FONTANA w. / O4 JOINTS BETWEEN STONES TYP. NOT TO EXCEED 1-1/2" WIDE MAX. 10 1" JOINT BETWEEN COBBLE AND BACK OF 724 , ,�Lr"� jyr� » • �� 7.�'<:. r .Tn' •-.w ..�'':C.., t...•'.Rw �/ ,��:: ��...1. �L4�" „ CURB c� 2-31 Z rx�• -, �h:�r ���it�h•� pare � � 3. 1 IN TURF AREAS, 1-1 /2 IN GROUNDCOVER AREAS. 5 Exp ,r, I ;a.�i�;J1 TYR R..�C� TPFATPAE1�T O SET COBBLES IN POURED CONCRETE BED RICAk4• WITH 3-1/2" OF CONCRETE MIN. BELOW REVJF_VVED BY:...: FINISHED GRADE. �. COBBLE. flt'�'i;." £��"12ViSIOFi: .. , t ���, _ CITY OF FONTANA F Cl TY COBBLE DETAIL D BOULD'ERS B COBBLEPAVING #2 1 APPROVED BY DATE REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA A — D � � . is AS butt RECORD a,4w�ti� �t ,DSc� AP `� 1 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��� �� T. N F JHA CONSULTING INC. LANDSCAPE IMPROVEMENTS -CONSTRUCTION DETAILS :._..' •``` 1 � ��,y � CO ` o PLANNING ENTITLEMENTS DRAWN BY: s y+�f � «'J�•V��f��Aj� � SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER c; '� N • 3848 SCALE: 1`4 4, LANDSCAPE ARCHITECTURE JHA BASELINAVENUE ASSHOWN DIA!, ,p�� iNG 420 EXCHANGE , SUITE 100 r �` CALIFORNIA • 9 2 6 0 2 DESIGNED Br— TWODATE: {, , THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. /3 /0s I R v I N H , 'BF�C1PE ? �...,, vA�� BEFORE * * 1HA1 O .237+00 sEP.2oo� YOU ATG �J'J9 ��\� (714)665-4540 • FX (714)379-4440 I •;., �' U 17 I (1 F' FO CHECKED BY. APPR D ABY: DRAWING NO.: . y„�;: � >>� __ __ _ - ___ - _ BRING THEM INTO CONFORMANCE WITH CONDITIONS AND r OF CA1.� TI7I_L. rR }:_ 1. 800-227-2600 4229 14 A PUBLIC SERVICE B`1' LJNDERFGR0lJNlD SERVICE Al -ERT T STANDARDS IN EFFECT. ° JHA / — 16 MICHAEL T. HARADA R.L.A. No. 3a4a ate ITY ENGINEER R.C.E. 51152 DATE: LD 1 i i if