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HomeMy WebLinkAbout1654-35LI611: PLA4 WIL VTOP f' VON II -4.- K -W. S109-51 4 1 C HAM FLS T'(P. > \VA.LL v.Nu pl LAO -J OCCLIF? 2_811 � t`-- �A�� 010 l��L T X I*' T � �#�va•�iolJ u 1z AT PI�PI=rzTl' � L 1 N I. 2.'- 4" S Q' ' A Atilt. I II C.oNG. <i�j✓ I ' u N 4 J FACF 41OU CW VI kAI ONLY, _ �, ,cit CONC. CAP -•... ` 04 L1, tJCyC �aN �vlll� G-�OLlf �! i-- �tLT��� • • • U I � �' L•v1..1 �`1� STUGCv �N i IRA PILASTEK �•z OF Pt4�S?1'aR �� .Y 0UX IOUX$'' �1� ' I (I' �0 �� -- -- I ' _� .N I �JTL1000 GAS >; PUk_ 1 Int - 0 , - r Nit Gilt OF b/�L 1 - OULi 40 - 4"r11" cork. CAP w/ I X �A 5 Cf frMF6R1; E "� ��c•8+'xb" G,M,trl. GUr 0 � -8 XiF xl(o" G.M,I.I. 2 O DCaES s I a`(oyl" PLA,*., foiz ".V I PTH o f \VA14e- " 1 ..b��►Ly► /► TJ<Q Ir. 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TIES I -_ -A sc�. @ ,�''o.C,T1P ,�- 3,„ SG` _ --- __ , ._ �,.-r_ -- �•_�n 1 i'ILASTEK PLA\N rIL14 TFpl �rIN� -4 8'� 2 ' -(o" @3Z oU. 5 Chit ((o"O.L, ..-..,,- r. vl-I v - , , i ,..r-, •/ GGi I If/ I­jIll l-N4,Tr_fW- 1 t-.✓'�fV ISI ����I✓� IN �G�`lE r 12u II-�h #k 3z. SHALL 1165 I. - S�GNACaE L1;7'T�E#�s File SIGN 8 H16H r -op ILLAGI� of ANO SHALL 13F_ - MIWIMUM HIE-IGHT OF HALLS GFALL 13E AS r0LL.0WS IV' NIGN Tole \\ NEIeIT/aGE 1\IOTf - G -o HIGH ALONC-1 F000THILL 13LVp. - 5'-1." NIGH ALONG G7N� Ro.aDS. 2.-S� SITE ANb ;? G-rke F-uw_I,,Jic 0caSEE S SECTIot,4 I- DTAILS # 5 ON T01-5 HF_ET FOP- 3,-O„ SQ CORNER PILASTEKS Fr -9 WALLS 028-7o Fog SIC•aP;i LF-1-ra 2 SpEGI F ICATIoI.IS, 16 13 10 7 4 1 CONC� . BOLLARD +2 - COMMUNITY WALL A" w RETAINING (N.I.C.) CONCRETE WALK SIGN D" ELEVATION AND SECTION COMMUNITY WALL w Bw & w PILASTERS (N.I.C.) - COMMUNITY WALL As & PILASTERS (N.I.C.) - oZa"jD ��••• �,IG�r-! Lrrj"l:iz• ��GI�IGATtONS ZLEjrPF-6 FoK_ SIUrJ 4 31 5 rtvLL_ 5E- "1" R IC -I H F-TI\vv.W120. 11�W_ -fo11oF L I:LE1/ ,I It Vz" So_ 12 - I ��"� ' �+ � �� -� of AFit1AG�IJT L ^ � 3-8 SQ It VZ.I s62. -I Int' �P �� „ ZWALL- --. -- .t` a. .pv. - �- Z ?C�E I_�(T5 2 31.011 Sq N, N ( T'- T� I✓ITrIPIE( ©1>3Af�.s c�-r=F- top �� L��T r�IF,�t-Ir �G• - �. _ �- � p{s. �II'%�1�SS �•�IN�pl.�D c.oIJG, �\LL G!✓L� - 8'� C0rIC. BLOCK- Al-L. LACK - -(TYPIg J b 8 rvOLIP I I I � � C. M u . . - �" Gf{.v. Imo- rim(AT UL t WALL MAY vccuR j I 3 I I SrLJC:C UI N ISH - " I. 1`fl', t'f , 1 r'(p V_A I DE C 1'1 U. 4- 5 V Ear I STuG� PIIJI�r'i - s-r��co -` I i/2 �Uy L-�\/aT1ON = ( . �i�e�� t F1r115H Z coats I•IoT MOP `"� f" # 3 N c R I Z �� i _ o l .. CST u GGO' - I ALT \\// L ALu �� 6" w,cr�►� �p,�avt=f N� M I Sc:r�l>; - /4 . I -o . �i1=T - .v� �. h FIJI �i(�DE (p FINI�i� - T I �s c FIN1 S► API !.l ) i'Ju � l >, ��HRUp A it l,L lrAI' I ` 1►J�O� Lc s AER L` 5 PAP � C •.j;. L N I �Y t�LT �P+ 11 = o v i • I I `N'3 ljz �I I'/Z'' ;III TIP I� I \ 4 - #s 3' s� 3„ Oj • -3 Not 1111M� T(PTeFE-0A2/ �cora GoN: .A IIIO C T (P. I �I gar--� �rtt-1 a IIII_ ►►I-�',l;-.IIII71 11111M,:1 =- - �E'-�� Itl.� M T�rP��`IL, I }�'sz sIMII� n Hl" �r� I �-�LY ° lJG r� Val L e IIII P6j�'N. (.Jr LL qo,S �, • r�r�p I I GoNC Efe 3" -3 to ' _ I PrAA l 1� \uru 1P o fit= N 1 �' PIV'di��S �NQ'TIc�,�iio►� I � n Illll IIII �,► I - $'�' f,�tj. F6. Ai - I Imo/-�'(✓� 3'"6" I i 1 • I� PoTe:: . NOTt:: Ai30VI:� DV?AIL pF-A­IvF� F120M FON'fiaNA 44 VV-fT. Pt•t�'R eaal'pCFOR SI-IILA< C0NSTIQ-UCTl0" METOOPS. CrTY STANPA1a•D, 44 I-Iop1• P+•eM u Marx O f Jz_ THF-., S r-,_-rI oN raU6-LS 5' CONC��rb �Gt Ncp SE CT 10 to CONC. BOLLARD #3 1 RETAINING WALL 14 CONCRETE HEADER 11 SIGN WALL (SIGN "C") 8 TYP. CORNER PILASTER AT WALL "B" (N.I.C.) s TYP. CORNER PILASTER AT WALL "A" (NaleC.) 1. Refer to Specifications. 11 20" GOE -*3 P_ENAF_ 2. See Specification Section 02870, Site b Street Furnishings for bench prOdUe.41b E1,�\/PTlohl t 3. Refer to Landscape Construction Plans for Top of Mall and Finish % I . f ' �' ' • :,. I� et% LIY21L I J/2' Grade Elevations. Contractor shall verify field conditions and J r.l�q ti•• report discrepancies immediately to the landscape architect. N /► \ \ 11�2'�� L 4. Exact locations and elevations of all walls, pilasters, bollards,: I - - _ _ _ ✓ _ _ - sign walls, etc., shall be staked in the field and shall be p o •, '• J approved by the Landscape Architect prior to construction. T�I O� �.�'�,L �_��Twt4 Ikr �N, ;,•, • , ; , , • I I 711 5. All top of wall elevations shall refer to top of concrete ort1e�o r, masonry work, not to stucco surface. N �� 6. All dimensions originating from curb shall be taken from front PItJISN ��,-3V I II I 1 face of curb. • 101 ti 7. All Finish Grades shall slope a minimum of 22 from all structures I I �/y �P _ 21 . Z rr r' 'f ••' • I I I continuously to curb or drainage structure. b (- -A �� ► w I �� "'' • 1 I II �ucr°J - ��Fo 18 IF rZ f 1414 M" e. owlr TororI '!-I. - •:' - 1 5 GrGNR$ 9. Tie column rebar to walls as continuous system. - - - Icy FINIS? I IS? 10. Footings adjoining pilasters to walls shall be poured continuous. 1 • U (',QN l �'� I - FO Reber shall run continuously through footing. Contractor shall VACI5G LOOf-OUT PLAONG .�� (� �� ��IS' ��� �� -�I �) l-� - �_ "u' rs°� splice reinforcing bars in stem of his option. Minimum lap •o: Cit' ���/>�'� I tI II -- - - - - - - - - - each splice shall be 56 diameters. 'i = r I/l 11. All walls, sign walls, and pilasters rhall have a)� thick stucco d � �`� ' r finish on all vertical wall surfaces and wall caps unless Iyt I�It7ji-I ��' ICS SES , 1•• '•+-L nLAM6M l.5 CONTRAOTOR �`'�i COUDMIT �Ila I 1 Ir62. s#acificall;i noted, otherwise on the details. Color to be selected \ 1 �V��LTU by landscape architect. Stucco Shull Le u- a�,proved"sant!"�,��sH, 1 �� tY' G,�Ijrc® .FIN I� � �� /2PIL StrvlGCo �I►�ISN To THE l,.A • 12. Extend stucco surfacing 4" minimum below F.G. where concrete N,�C(,� header does not occur. pPr,• - - - - - .I M Tor of "Aw, boa To SPI rot o� - -� / 1 = Z ' , Ae JGP 13. All concrete bollards sad'concrete globe finials shall be sanded Y , +� '�'�=� 1 ����TI •H {� V smooth and painted with 2 costs of an approved point. „ '' _ 6N CONG��S 006* -I r=la �� L.11I�� �� �I^1�o�G • \ ,..A�� I : ' o, MLL ALL Ckttu-o JWITH �� •� INCv N�G� FOR &II 14. Contractor shall submit shop drawings of all signs shoving letter Cprjc. fabrication details, exact letter placement, and, spacing to theIMW I I I-II &mr, Landscape Architect for apprpval prior to construction of sign _ walls and letter fabrication, LL 'ALL Cot"O /i Goh1rnrEP .�. 9A R�ory •�1 �N r . _ Go1J'fle,�,c TOIZ I NS -Tp L LI►J C� „ 6 s , 15. Contractor shall blibmit a finished letter sample of each size to IQ' �`1 BOLLARDS SHALL IWS-TAl.L 8 COWC1. 1 the landscape architect •for.,approval of letter size, style, and ° }�' �/�y •�jAI2 SLAB PAP W NElQ.E PboL-L AF -o finish prior to fabrication. , " p 'I �P� OCCURS IBJ rTL11eF AREAS 16. All 8 and 12 letters on sign wall D shall be 1 1/2 thick . • -ALL BOLLARDS SNAIL (tECGI�/>E / solid cast bronze with mounting pins, "Serif Gothic" style, '• ~ I • ' • - ON&. 00AT OF APPROVF� TEXTtIREp color and finish to match existing signage letters. PAINT. \ 17. M�i�oN rs ANA ^p CAOSoi► �ssl� �wi+��i�.M -Tn TNQ � I lO� Ira 90It,,L AAP col�Ci �o W/ hIC7H STRF-+�C��1 �ol�� , 18 CONSTRUCTION GENERAL NOTES 5 DECOMPOSED GRANITE TRAIL 1 18" PILASTER 9 CONC. WALL CAP s CONC.. BOLLARD +1 3 t' a V Z G•• Z UJ z �, Q oCC Q V V \ J N 00 cti _ w ��a Y W cc o Z a� > Ooc LL a. CT Q co • 0 N Q c W o v� V C. M C = o LL Co W.C 0 O td U lL u 0 a C0 J Q W 0 • 3 0 H Co.) D cc loo - CO W Z 0 O Q U W a. Q: Q W U m CIO`) LLJ � Cl) � u W J s a ;, J C0 0 2 41 Z z u . c -�i Vf O dl 154 1 N OOaPy �' Z i o - -- SSC T I o►`I 1 • <' , � . •, IIII ; I• I ' ,. 3� 8'N 2� 43®2`I'� oG 51 5' 8" #_0" 5(�I(o''D•G i. to \,gym i Ht_J �_ t__� i 1 • I� PoTe:: . NOTt:: Ai30VI:� DV?AIL pF-A­IvF� F120M FON'fiaNA 44 VV-fT. Pt•t�'R eaal'pCFOR SI-IILA< C0NSTIQ-UCTl0" METOOPS. CrTY STANPA1a•D, 44 I-Iop1• P+•eM u Marx O f Jz_ THF-., S r-,_-rI oN raU6-LS 5' CONC��rb �Gt Ncp SE CT 10 to CONC. BOLLARD #3 1 RETAINING WALL 14 CONCRETE HEADER 11 SIGN WALL (SIGN "C") 8 TYP. CORNER PILASTER AT WALL "B" (N.I.C.) s TYP. CORNER PILASTER AT WALL "A" (NaleC.) 1. Refer to Specifications. 11 20" GOE -*3 P_ENAF_ 2. See Specification Section 02870, Site b Street Furnishings for bench prOdUe.41b E1,�\/PTlohl t 3. Refer to Landscape Construction Plans for Top of Mall and Finish % I . f ' �' ' • :,. I� et% LIY21L I J/2' Grade Elevations. Contractor shall verify field conditions and J r.l�q ti•• report discrepancies immediately to the landscape architect. N /► \ \ 11�2'�� L 4. Exact locations and elevations of all walls, pilasters, bollards,: I - - _ _ _ ✓ _ _ - sign walls, etc., shall be staked in the field and shall be p o •, '• J approved by the Landscape Architect prior to construction. T�I O� �.�'�,L �_��Twt4 Ikr �N, ;,•, • , ; , , • I I 711 5. All top of wall elevations shall refer to top of concrete ort1e�o r, masonry work, not to stucco surface. N �� 6. All dimensions originating from curb shall be taken from front PItJISN ��,-3V I II I 1 face of curb. • 101 ti 7. All Finish Grades shall slope a minimum of 22 from all structures I I �/y �P _ 21 . Z rr r' 'f ••' • I I I continuously to curb or drainage structure. b (- -A �� ► w I �� "'' • 1 I II �ucr°J - ��Fo 18 IF rZ f 1414 M" e. owlr TororI '!-I. - •:' - 1 5 GrGNR$ 9. Tie column rebar to walls as continuous system. - - - Icy FINIS? I IS? 10. Footings adjoining pilasters to walls shall be poured continuous. 1 • U (',QN l �'� I - FO Reber shall run continuously through footing. Contractor shall VACI5G LOOf-OUT PLAONG .�� (� �� ��IS' ��� �� -�I �) l-� - �_ "u' rs°� splice reinforcing bars in stem of his option. Minimum lap •o: Cit' ���/>�'� I tI II -- - - - - - - - - - each splice shall be 56 diameters. 'i = r I/l 11. All walls, sign walls, and pilasters rhall have a)� thick stucco d � �`� ' r finish on all vertical wall surfaces and wall caps unless Iyt I�It7ji-I ��' ICS SES , 1•• '•+-L nLAM6M l.5 CONTRAOTOR �`'�i COUDMIT �Ila I 1 Ir62. s#acificall;i noted, otherwise on the details. Color to be selected \ 1 �V��LTU by landscape architect. Stucco Shull Le u- a�,proved"sant!"�,��sH, 1 �� tY' G,�Ijrc® .FIN I� � �� /2PIL StrvlGCo �I►�ISN To THE l,.A • 12. Extend stucco surfacing 4" minimum below F.G. where concrete N,�C(,� header does not occur. pPr,• - - - - - .I M Tor of "Aw, boa To SPI rot o� - -� / 1 = Z ' , Ae JGP 13. All concrete bollards sad'concrete globe finials shall be sanded Y , +� '�'�=� 1 ����TI •H {� V smooth and painted with 2 costs of an approved point. „ '' _ 6N CONG��S 006* -I r=la �� L.11I�� �� �I^1�o�G • \ ,..A�� I : ' o, MLL ALL Ckttu-o JWITH �� •� INCv N�G� FOR &II 14. Contractor shall submit shop drawings of all signs shoving letter Cprjc. fabrication details, exact letter placement, and, spacing to theIMW I I I-II &mr, Landscape Architect for apprpval prior to construction of sign _ walls and letter fabrication, LL 'ALL Cot"O /i Goh1rnrEP .�. 9A R�ory •�1 �N r . _ Go1J'fle,�,c TOIZ I NS -Tp L LI►J C� „ 6 s , 15. Contractor shall blibmit a finished letter sample of each size to IQ' �`1 BOLLARDS SHALL IWS-TAl.L 8 COWC1. 1 the landscape architect •for.,approval of letter size, style, and ° }�' �/�y •�jAI2 SLAB PAP W NElQ.E PboL-L AF -o finish prior to fabrication. , " p 'I �P� OCCURS IBJ rTL11eF AREAS 16. All 8 and 12 letters on sign wall D shall be 1 1/2 thick . • -ALL BOLLARDS SNAIL (tECGI�/>E / solid cast bronze with mounting pins, "Serif Gothic" style, '• ~ I • ' • - ON&. 00AT OF APPROVF� TEXTtIREp color and finish to match existing signage letters. PAINT. \ 17. M�i�oN rs ANA ^p CAOSoi► �ssl� �wi+��i�.M -Tn TNQ � I lO� Ira 90It,,L AAP col�Ci �o W/ hIC7H STRF-+�C��1 �ol�� , 18 CONSTRUCTION GENERAL NOTES 5 DECOMPOSED GRANITE TRAIL 1 18" PILASTER 9 CONC. WALL CAP s CONC.. BOLLARD +1 3 t' a V Z G•• Z UJ z �, Q oCC Q V V \ J N 00 cti _ w ��a Y W cc o Z a� > Ooc LL a. CT Q co • 0 N Q c W o v� V C. M C = o LL Co W.C 0 O td U lL u 0 a C0 J Q W 0 • 3 0 H Co.) D cc loo - CO W Z 0 O Q U W a. Q: Q W U m CIO`) LLJ � Cl) � u W J s a ;, J C0 0 2 41 Z z u . c -�i Vf O dl 154 1 N