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HomeMy WebLinkAbout2023-1NEW STREET LIGHTING STANDARD SEE ENLARGED DETAIL IN SPECIAL PROVISIONS APPENDIX SAWCUT EXIST. SIDEWALK MATERIAL EXIST. CON C. PAVING .'A .'A .'A .'A 1 2"MAX SAND TRENCH * TYPICAL TREATMENT AT ROUND TREE WELL IN DIRT AREA INSTALL REDWOOD HEADER ALONG BACK EDGE OF PAVERS IF SAND BEDDING IS USED. TYPICAL TREATMENT AT SQUARE TREE WELL RESURFACE WITH 2"x 4"x 8" CLAY X8-1 /y2"MIN BRICK PAVERS I _-, CONCRETE CURB & GUTTER * TRENCH WIDTH VARIES WITH BRICK PAVER INSTALLATION OPTION SELECTED BY AGENCY. DEPTH OF TRENCH PER S.C.E. REQUIREMENTS. CONDUIT --J TYPICAL SECTION (N.T.s.) BRICK PAVERS ON SAND BEDDING w/FLUSH JOINTS 8 3/ " 3/8" MORTAR JOINT RESURFACE WITH 2"x 4"x 8" CLAY SAWCUT EXIST. � MIN SIDEWALK MATERIAL BRICK PAVERS EXIST. CONC. 3/8" EXPANSION JOINT PAVING CONCRETE CURB & GUTTER • A.. A V. • A A l P' 3 P.C.CONCRETE BASE o �" SAND BASE 95% COMPACTION) TRENCH * II=III=III=III=1I1= CONDUIT III=1 I I=1 I I-1 I I=1 I TYPICAL SECTION (N . T. S. ) BRICK PAVERS ON P.C.C. 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II Q��a-- �'I II ;i II' I o�w o�W oJW a'z >I II U U)Zo QI II ' " II I +_J= +_J= +J= =o QI II IF -- II II M<Q �< `0< 0JW Q Q II W II II F - w ��W F--I�w + _= 0 II t� I1 II (n 0 mZ25 V)ZO � _j _j Z II CONSTRUCTION NOTES z II II � � W W II 1 SAWCUT EXISTING SIDEWALK AS SHOWN AND IN CONFORMANCE WITH THE W II ;; II cn Z o Q II � I ,I I SPECIAL PROVISIONS FOR CONDUIT AND BRICK PAVER INSTALLATION. O ( ( > II 11 �� II II 2❑ INSTALL NOSTALGIC ORNAMENTAL LIGHTING STANDARDS FOR 16.5 FOOT MOUNTING HEIGHT IN THE LOCATIONS SHOWN. SCALE 1 " = 40' I Fj] LIGHTING STANDARD TO INCLUDE 20OW H.P.S. LAMP IN KING CAT. I I I I` ALLEY -- #811EO ACRON STYLE LUMINAIRE. I I I I„ I -------------------------------------------------- _- 'F - - Fj] CONDUIT SHALL BE INSTALLED BEHIND THE CURB IN THE SIDEWALK-;' I I AREAS THE CONDUIT SH LL BE INSTALLED BY BORING OR J CKING ll Notes, These Plans And I I The Exclusive Property Of The Agency And Shall IN STREET AND DRIVEWAY CROSSINGS. II Any Manner Without Prior Consent 0' QSTA. Any Reuse Of These Plans And ; I I The Agency s _ 111 THE EXISTING, OVERHEAD FED STREET LIGHTING SHALL BE REMOVED I; II II;; ; I I I a - z III W AFTER THE NEW LIGHTING SYSTEM IS OPERATIONAL. DAMAGED SIDEWALK II II,, I ,I I ( z I �-- 0 INS ' AREAS SHALL BE REPAIRED. ' (I II I 1 � W to�W Ili _0 II 11;; DE W , II' `n 0 � F6] E EXISTING T AF IC SIGNAL AND SAFETY LIGHTING SYSTEMS SHALL � II I 1 II;; � J J .L -� r REMAIN IN OPERATION. ; II 1 I I ,' �- d Q Notes, These Plans And I I The Exclusive Property Of The Agency And Shall Not Be Used In Any Manner Without Prior Consent 0' QSTA. Any Reuse Of These Plans And a The Agency Or Others Shall Be At The Agency s 11+00 ST Liability To B.S.I. II ; z INSTALL LIGHT PER INS W DETAIL HEREON DE II; 2 2 2 r\ I \\ I IL -----� I I L-- -1- 177 -J V u!' 5 I 1 10^� 'i 1 r 12� LIMITS OF SAWCUTTING AND Li J SIERRA AVENUE BRICK PAVER INSTALATION I , (TYPICAL) I I ' ' ' ! + r-+�- I [I ! ------ ( D/W -- --- -------- -r-I-----�-t-� a---y-,-D-----,- L u� I I I1 I IILI I I I I --- --- ---------j�� I r y,tp Y , , J - IkI - - L I - - - ' - 6 ❑ I I 11 2 2 I I LJ I II Lull W 0' If � � LLI �- II z �-- z z 1- Z II W I> =o ck� =w ►)=.,W 0JW +J= ±J= 0 II Ia Q F . � Q oll 0 la-(nw �Ww z �Zo �Zo I I J EXIST. 10"x 10" PAVING BLOCKS SII Q SII 1 II > Notes, These Plans And Specification Are The Exclusive Property Of The Agency And Shall Not Be Used In Any Manner Without Prior Consent Of The Agency. Any Reuse Of These Plans And Specifications By The Agency Or Others Shall Be At The Agency s And/Or Others Sole Risk And Without Liability To B.S.I. Consultants, Inc. R E V I S I O N S ' II III' Q U W A. 12+30 STA. 13+42 ; II r, I I I I� F- z o I I I I in - TALL LIGHT PER INSTALL LIGHT PER I ; I I I I �' I STA. 15+82 TAIL HEREON DETAIL HEREON ' (I r -1 r -1 i i 11 I11 2 T G II Ilbl I INSTALL LIGHT PER DETAIL HEREON �, 2 a Ell I 1 1 1 1 1 1 ,, „„ r a I 1 I I I I �. �t''� - - - - - - - - - I - D- - - - � - ❑I 1=1] I - C1� It D/W 11 n D/W 11 n p/W n 1 ----------- – --- -----_ ---__–------� 1 / _t� v v D – – – --U–-----L�---- /1– -----'– -- �' –L-- – �–--------------- M=d -- — --- ---jaw--- -- -- 5 V —='==L ---=_'----�__�— — _-------- ' Vj V v I,L-L - - - - J \ , �� �''�� I 13^+ 14+ , 15- ,L -L ----1.6N I �' 17" I v I I 18N 1 r----------�hry-r---------1 I ' L'-----------� L-1-----------� I r�i r ------ I, �- �; EXIST. FLAGSTONE r LJ I L-------�I I; LJ I r 5 r-------„1 <}�- �1 D__ rL�j L --------L' ' I- J ;i �13 ------------"G;L--------------- I/ p/�/ SI ` D/W / `! _--r--� , ti n CIY, U D/W 11 I I I V J -I--- �' z '—' II I l r- :2 �11 ® � 2 2 I I I I I 1 I I 2 U) 2 II I I z Ld XISTING DRIVEWAY a_ II III 1 I Y F-0 (TYPICAL) E -z II Ili i LJ J ill; =0 < =o �0W NC�j)fW II I I' ' III' 000 LOW �.=.•iW �.Jw I I I 1 I I d -=,W_ 0=,w I IW NW +�_ >I II IILJ "'11 1 N �J I IZ r _J _J J J I I I I I, � _J _J � I _J Q �� Q� Q� m II 11 , il; ��� Q�� _' �Zo �Zo � II II ;II; � �Zo �?o X 0 QROFEss�0N y JERRY L ti C5HAHS m N0. 23006 REFERENCE S �Exp. r2 si �q CIV1� �P \�'OF CA1.�F PREPARED UNDER THE SUPERVISION OF: BSI Consultants, Inc. 685 E Carne9le Drive Sults 200 7f9 Son Bernardino, CA 92408 (714) 884-2500 R.0 E 006 EXP. 127 //q3 DATE DESIGN: CAD: D.Ray R.M.E. CHECK: DATE: D.Ray 05/28/91 Ld II � 0 �0 (LII ; II,' F -o =w 1 ' I, =W W II ; ; I' ��W 00_j I II IIS I +W= _j _j I II ; IIS I N_j.- ¢�W ;zo II I IIS F- Zo I I I II r � r I II 1 I 1 I I I I I I 2 1 + 1 I I I 1 I 1 ; 111 -- ----fin -- -CI] �-�--� ]-o --- - ------------ - - - -- 1 I q� V _ 1 — - 19- ���- ' ' 20,- L `- 21N _ 22- � , 1 4====-I________ I--------------- W ------------- ---------- , I I ----------1--- - - - - - - - - - - - - -- G --------- ---------- � I 1 I ( f` A r4 I Tr )f II D/W .1 6' 'I I I I II I I 2 ;► I I I ,1 I I I II L. I I 'I I I I �•J W ALJ LJ II w a- IIICL w I- 0 ' f- 0 V ��� F--' 11 NC=9L Q D W 1 D.. Z o.Jw II II 1 o. -,W wLLj �I1 11 IN_jW z > a Q I-' I I <— I X Q I 1¢-Zw II �zw I = wl V)- 0O II U) I- _I Z 0 'w cn I II to .I City Of Fontana Redevelopment Agency IIIIIIIIII II =I It Of Fontan California Public Works. Department Drawn By. Scale: HISTORIC DOWNTOWN 1"=40' Traced By. ORNAMENTAL LIGHTING Date: 05/28/91 Checked By. Approved: Dr. No;:- Sht:No. En inset R.E. 1.6690 -20?-3 1 of 1