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HomeMy WebLinkAbout713 s • 234 CHISELED rQ IN WEST CURB RETURN ESTIMATE -OE QUANTITIES OF SOUTHWEST CORNED OF LEMON AND AMETHYST. ELEV. 1594. 84 pE S C R i P T• o ni QUANT/Ty � GENERAL:CONSTRUCT A .C. P"4'r « NOTES 23 /03 s.F. - 2 CONSTRUCT A.C. PVMT s•,; 3 `CONSTRUCT 8" CURB & GUTTER PER S . B. CO. STD. DWG. 115 47/ 1 . All work shall be done in accordance with these plans and the City ofRancho �DJSTRUCT CONCRETE CROSS GUT'r}:R PER S . B. CO. STD. DWG. . 119 Cucamonga, standards and specifications. r 2. Street markers per Rancho Cucamonga City Std. VW6. 40/ 4o2 shall be •�con- S L�ONSTRUCT CONCRhI'E SIDEWALK 4 THICK PER S. B. CO. STD, DWG. 109 //cal57 5;,11F structed at each intersection. ' c -CONSTRUbT CONCRETE SIDEWALK RAMP PER S . B, CO. STD. DWG. 110A 24o 5•f All pipe lines or substructures of an kind and telephone or owed 7 CONSTRUCT STREET MARKER PER S. 13. CO. STD. DWG. 303A & 303 - -- 3 P P Y P P poles, ,• ;, _ -- - i water meters, valves, hydrants, etc. shown or not shown-6a these'planswith- g CONSTRUCT 8 CUR ONLY PER S • B.CO. STD. DWG. . 115 MODIFIED /85 L•f • / k in the limits of this subdivision or in adjacent areas -4he e improvement 9 REMO✓G Crx/aTiN4 D/KE •r8"� 83¢ �•f f work is to be done shall be removed or relocated as requirf'dd at zoo cost to io CONSTRUcT vAR, 14RZe Ac CAP. f,FATll,gie TO ✓oiry City of Rancho Cucamonga. - i/ 14K10VA11 uwo�ta<zw.v . - - Ev, /2 �• � � ..�� The responsibility of adjusting manhole covers, paving repair and paving-' COrVST/PUCT oR/v�`Y.a y 9��2 s•�* 22 23 24 25 26 27 2t3 2% 30 3( � , replacement in connection with subdivision sewer and water line install ionf f ` /j caysr 8" c ��'�'� /4 �2 Z.f �� will be the responsibility of the owner. ; f • /4 GON!ST BARK/CAOE /.F : 5. When curb de cessions are I1JI �1 p provided for driveways, complete driveway con /s BLdakWAcc -- >rpZr �,,4 �. � � , struction will be required in accordance with City of Rancho Cucamonga l�O: �T/� )' 'rgT,�7 r��/ 5220 c•y. 0 Q drawing no. 128 and related specifications. • ' • 6. Any contractorerformin work on this project shall familiarize himself V!• A RRicor' ; qY„Q'It/E __ �� ~' with the site and shall be solely resposible for any damage to exists 'g / � SSE T No.• 2 facilities resulting directly or indirectly from his operations, whet4' r ,pr not such facilities are shown on these plans. 7. Shading on street plans indicates A.C. pavement to be installed. t ' 8. A permit will be required from City of Rancho Cucamonga to any encroachment ' !�.• ` or construction within their easements or right-of-way. a I 9. When asphalt concrete is placed on native soil which consists of a r6cky` 20 t0 l6 t 5 . t4 l3 t2 1 material, the subgrade shall be prepared by removing all rocks which pro- trude above the subgrade and all voids or depressions shall be filled with sT a fine graded material of a quality better than the native material. �w W 10. At the completion of rough grading a materials report and the proposed t 4.v6sr structural section shall be submitted by the tract engineer to the subdivi- sion section of City of Rancho Cucamonga for review and evaluation approval will be given when all structural section requirements have been met. 11 11 . Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set by the contractor or engineer. The stakes shall be set at t t ' l0 It y: ' crown points within 0. 01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional stakes may be needed at warped or vertical _ I� Ij curve areas. Sub-grade stakes shall be in place prior to paving to permit • 0.5 j W s otchecking of sub-grade by inspection personnel. U0 SC - + ' 12. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the plan rades. EX/sT/n/G /MPRo MINTS t a'� 12 h P g ,._... 13. All sewer, water, and gas mains and laterals shall be constructed to .eco ' r individual lot prior to pavings. L E MON Q V E/V U15 -`� x`,14. At the completion of paving a materials report shall be submitted to the LL SEE �'/d 3 contracts engineer of City of. Rancho Cucamonga listing all tests or deter- ^ �► r minations completed to verify: oA•c, c,aPm ,cvo / V � / ✓, A. Stability, oil content and sieve analysis of asphalt surfagipg. �i FEarr/ER 70%/0/,^/ 5J SCA 1-, /"_ /00 r B. R-valve,_,s.ieve analysis and sand equivalent of aggregate bases. sLo,cw ✓A.e.6sR-valve, and relative compaction tests of lama treated base of , ~ sub-base. . , 3 ASA/vyi,v STKXEr /MP(/TC. approval does not include water or sewer system or esti- . �JI .a Ve . a' I. r mate of' quant t es. t 4, The subgrade under sidewalks and driveway approaches shall be scarified. to a depth of at least eight (8) inches. Moisture shall be added and maintained x'dT P/?OC/tGT to saturate the subgrade for at least 24 ,hours prior to placing concrete 4• TYP/CAG %T49C /V� AM6'TyYST STREET , < SATE c and the subgrade shall then baYmade without compact3ve effort. lev No 9657 NO7. ry TO SCALE }{ ��MON �4V�• /x' ANelrO p;,6g/oN O/JGo✓Etl06pUP�n/4 CON9T��CT�N�Y n/ECI�ffT T EtBQuR G/A•4N RE✓/S/aN9 SHAGG BE R�MPT[ / Svf,�M/TrtO ro r,41,r YEN6JQ.Fol AP/KoY.tG. 3 D' s ,pp�� V N/GNLi1N AVE, 5 --- t+ ! r SIDEWALK I'M H �t ,rte ' - 33` •33'' E_ Q I" 2 -GALVANIZED STEEL ANGLE f �� / ?/! ,'' /D/ •�G i tS t II • '/ /� ` Y M m • Q �� G 4,0 Y IV INf 7 • ► • �� ' •q ATTER 4.12 4 ��, !� NOT TO .SCA G E' - Q I Q NORTH R/!'✓ m t I , (2� ! 644 ` � WEST FUTURE 33 33' SECTION A-A •: r�rurld -.- EQS7' t. `' fry •� /MHf.+ris ' fr. O . G� ' f�/ R 2 S g • UJ ^^ - D/r .�. _..�..-.?•ley .� j r 9 i i ! �O, r l l' l l 4.,6' 8• _ r 1®12"MAX. 1 'CLEAR a 2'TRRNS• ;,4. > . '� ,f.,,.". �.�.. ..� J • �=-=� ! �^ I 37 .r: m I g J'R uC TuRE I'•0' EXIST. /MPRo✓EME TS I ` -j r- RE�lov6 EY/sr n -- I •t � .. .�'_..-- (Q AC D/K6 'rte '.♦'` � R •t': ;, .r _ �.. (y,/fT- - -T _� /w_.. - - TYp/CAG SECT/O/V - LEMO/V AVE/VUE: � 5 12.5 5.5 �5 � R6 MPRYN77. Ex�sr ^--._�� ---�EYEC crNE� �___ - - - ----- , r 3 ,- 2� t° SECTION 8-8 ;i i ,§ .• +► STA. 214 ?3. S13) TO S T•4. /0 400'00 E,r. - � � �"0 ( �I r� O•/OAC CAS RivO �. � r0• � �� ;' 9 ! l�f W �w I SIFT 0.22' I t. FEATX,ER TO ✓O/ill�2 Nl/4 ( J��kp STEEL t - E/EL UN6 6133 O - 3 I 3D' 3o Y � _�---% TYP/CAL SECTION - G EMON AVENUE a •A- `R `-�A STA. /04' 00.00 To STA. // f 8 35 DETAIL OF ANCHOR ~�' \ 'A LK 10 t 4,5 12.5' S.5� 55 /21 ' a.5 --- ��� • - - T Yp/C�4G SECT10A1- KG USMAN AVC-*VUR' ' /VO T TO SCALE. POINT P PO NTO POINT 6A POINT N r -- I T- '` YEL LINE --- A . PLAN 'i' ,,< - 3 3 ':.;� CONSTRUCTIONS NOTES �► �ARKAI CULVERT ERT DETAIL s « - { NOT TO 5 ALS 1 _ TYPICAL. SFECTION - APRICOT AVF'"41C v /0"CONSTRUCT A.C. PNMT PER CITY OF RANCHO CUCAMONGA STD. DWG. war NO. .201 . ' NOT TO SCALA . , �--- CONSTRUCT A.C. PNMT PER CITY OF RANCHO CUCAMONGA STD. DWG. dESCRIPTION Of REVISION . , NO. 201 . -- --"�"-" TC GAAOE lIN zs DATE APPROVE ' -CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. - FLOWuNt s►awNoN K -- - _ DWG. NO. 302. °a�•� �. At�f PONT� CITY of - RANCHO CUCAMONGA AA ----CONSTRUCT 8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. pROFI44 r DWG. NO. 303. i.. &CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA PRIVATE ENGINEER'S NOTICE TO CONTRACTOR STD. DWG. LA0. 308. NOTICE >c CONSTRUCT CONCRETE SIDEWALK 4" THICK PER CITY OF RANCHO 'TITLE SHEE'� u_ a The existence and location of any underground utilities or structures sho.%n CONTRACTOR SHALL VERIFY ALL on these plans are obtained by a search of available records- To the best of CUCAMONGA STD. DWG. LA0. 309. - our knowledge there are no existing utilities except those shown on this CONDITIONS AND DIMENSIONS CONSTRUCT CONCRETE SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA TR* 96 t ? place The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- STD. DWG. NO. 309. tett the utilities shown, and any other lines or structures not shown on theses CREPANCIES TO THE ENGINEER ?�--- CONSTRUCT STREET MARKER PER CITY OF RANCHO- CUCAMONGA STD. DWG. 1 . ` plans. and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT ' LA0. 401 & 402. lines or structures, ge-S• !�$!4 Of WORK @)-CONSTRUCT BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. APPROVED BY 404 & 405. �-CONSTRUCT 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG. CITY ENGINEER f2GE.No.23889 LA0. 301 AT CROSS GUTTER. DESIGN RECOMMENDED _, !0 CONSTRUCT 8" DIKE PER S.B. CO. STD. DWG. 117 & PER TYP. SECTION ' M DOLE AND ASSOCIATES, IN,. x' ON STD. DWG. NO. 111 . / 1820 E. 16th Street SANTA ANA,CALIFORNIA 92701 r CONSTRUCT VARIABLE A•.C. CAP TO CENTERLINE & FEATHER TO JOIN. ORAWN IC,ET ' /Q CONSTRUCT CONIC. BLOCKWALL PER S.H. CO. STD. DWG. NO. 301 & PHONH 714.838 2548 ' X02, H=3' 41 - CF- 04 ! CONSTRUCT' PARKWAY CULVERT PER DETAIL ON SHT. 1 . CHECKED ICED R.C.E. No ? _ DRA`YIN G NO. DATE /a- goFILE No• y '. - . a z BM 234 v CHISELED X11 IN WEST CURB RETURN p OF SOUTHWEST CORNER OF LEMON AND $ 0 AMETHYST. ' L' /09.24 ELM ' 1594. 84 • Cr '2.41 O AL V le /27.03 Cjr x o c ART f f: c s 3 lkj .._..,,.„F: ... .. -"�_..... ......-. ........... .... :'...... ••l O ..v _. a -. { : j 66 t9 4V ...: f: .. ...:.:: . Ls45.GG I PA eT.P'4. .. _ : - o ti 4Xi57. (5'ROUND AT NO 7H CUR a�. N E p00 4 ' 4 y , R: D 5D f g TOFF dF Nf�RTN CUf?8 w F v n t .. .. r :160 K e K � � W NZ pN U C - t E O EX/5T GRO N� AT E/YTE�L/NE �---' , � N �� � . obe f a 5 ? �1 } �� � � h ......... (foam' 6E3�3 r11� Nu : pv ► _ o.C, _ l a`2 d R o _ e E I O o oN � Q '� w d © � tY 5 5 q � � : 4 �14r �► Q w 5 U E,X/5T GROONO AT 6411TH CUR¢ 4 '• i • RO:�G9a i . R= o + g ; N d 53 6 l N�. R/•/60w• 4 F ` y .q V �t IN =0.,5 °v TdP Tf C a r .. .--. .. F.. i .. IZJ0 0 , R , 5 ` Z = f2ls. S __ F l6Q � h o•�. � ��' � n 1605 , , e � x 3 ; , , PROFILE w HORIZ.' 1"-40, VERT. 1" 4' O l 2 3 4 5 G 7 $ 9 l0 K L USM.A/V .4 VE/V uE SE/? SNeET No. 4 0T PGA/V SCA4 E /= 40 6 0 APRvSMA� `--� 18 9,� 42'4 II io•. , 20 2 � I I l< 24 25 26 27 AME TyysT STREET 5 3 �� SEE S!-�E'E T No. 4 2 3 tro.� i C - - 85.00 85•DO - - 85.00` 95.00 _ _ 70.52 _ 3 3 88•'la - 85.00' 85.00 �w ( ( + �--r - ' I 0 x11 r66oO�74TG 1 08c`C r / ••S `V b� 3�OQop - -n-e6 i �- ?� X9,0 I •6 80.00 00 00' 80.00 ' 60.00 ' -q �i ° s ' ' (o.5G' 69•y 4 80.00 ��Th -1 I j •�4 ••• - (�74rc 'l2' � �� lqQ % t8 t? zol f I I 500 F a� �� Cr lyi ()N 0f ����/I�I(JN , • � i� APRICOT ,4VENUE ---- -------- - �D'Ai --,APPRoiE CITY of o ( CONSTRUCTION NOTES - ( I I Q----CONSTRUCT 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG. _ �"'� �� ����.D r • CONSTRUCT A.C. PVMT PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 301 AT CROSS GUTTER. tkim N0. .201 . VM PER CITY OF RANCHO CUCAMONGA STD. DWG. AVENUE CONSTRUCT 8" DIKE PER S.B. CO. STD. DWG. 117 & PER TYP. SECTION � o ' CURVE CA TA. 0 -- CONSTRUCT A.C. P T R ON STD. DWG. NO. 111 . NO. 201 . From .Ameth st St:' to klusman Ave,. , tJ R L T �-CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAtdONGA STD. �/ CONSTRUCT VARIABLE A.C. CAP TO CENTERLINE & FEATHER TO JOIN. � . /Q CONSTRUCT CONC. BLOCKWALL PER S.H. CO. STD. OWG. NO. 301 & A IDO°0000 27.00 42.41' 2700 DWG. NO. 302. e ° , , �A ----CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. 302 H-3' . TR 963 T g ZG 9041 232.00 10'0.24 59.65► DWG. NO. 303. /� --CONSTRUCT PARKWAY CULVERT PER DETAIL ON SHT. 1 . A PP RSV c B�{ DAT E O 27°0030`' 280.00 !2703' 04.73` CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA No. 308 CI �'t' ENGINEER RCE.N��.'L�3f3`) STD. DWG. _ p lap 56,00" 22x.00, Ge 5-f 3t.40, �j�---- -CONSTRUCT CONCRETE SIDEWALK 4" THICK PER CITY OF RANCHO DESIGN 1 , DOLE AND ASSOC -- - - --_- e + • • • ' CUCAMONGA STD. DWG. NO. 309. 'r1 ' TE$, Ii�ii. FZECO�•ICt1ENDEU O27 0780 230.00 ((8•d0 (�--CONSTRUCT CONCRETE SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA 1820 E. 16th Street F 2G'8841' 260.00• (17.71 5 .07• STD. DWG. NO. 309. , - SANTA ANA,CALIFORNIA 92701 c• • V CONSTRUCT STREET MARKER PER CITY OF RANCHO CUCAMONGA STD. DWG. DRAr�N PHONE 714"83'5 2548 O ZCi°8841 2G0•QO t2d.(7 G4•'LO - NO. 401 & 402. _ 2_.r- OF� 0 2?°0730 Z32•00 1 (oV-01 I 5G•04� $�-C..QNSTRUCT BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. /t�� R.CE. N0 z2¢_L DilA 1NO4 i'i�. O 13414" ZA3•cap f3 O?' 4 •Qa 404 & 405. - CHECKED - DA,rE FILE NO 7/ J. N. 102- IG3 0 BM 234 CHISELED *D" IN WEST CURB RETURN OF SOUTHWEST CORNER OF LEMON AND AMETHYST. ELEV. 1594. 84 i. f I_z 4? 33 %RAA1 Us .... t ; W .... L=42.0s` tri ID > L t t �I r C`�n ••nn 3 t0. 50% Q t5 5 N Q1 6X/51~ IVORT� Gl2a[1NO AT LU 3NQRT/ ev,78 5 h tf} k sof F t5►°�5 J Ur/v .......... ............. E ... _. �..... ,,,. mt f EX/St CROL//VEO AT CE/vTERL/NE ; 5 5 , t : PROFILE I HORIz1„ = aa' _..- -. ... . VERT.: 1,. i 4. _. 2 3 4 5 6 7 8 9 10 lel l2 KLUSMAN AVEi1/!JE �4M,�TNYST STiQBET .SB,E sMBT /Vo. 4 S CA G s� sflBET No. 4 �GAIV E 40 /= 6 I /3/3 I (•!�- � c ' l$' co 4) 3 4 5 7 8 9 to I t © j~:'\�:` t .` �' ::�f:3 I I _ + NT. 3 cj = 4 CONST.:/O?OA G•F aF TRANS/T/ON ACBE/i/Y1 3 a {TO ✓O/N EX/'sT. 8 r D/KE so-00, _ eo.00' 80.00 00� SOoo _ _ - -�� -- lN3TALL GUO MARKERS PER 9 O Dat/6 t7o's 4 r• I �C 80• Bo.00 80.00' 80 00 •00 • / E r . — / 5: SQD c f• �S 3 S 1 - 9 \ . .1 - - � - - + i • —, � 1---• � REwIOVE Exi6T•8"O/K6 '^Or ST - _ T- -_c Z `� .N EX/ST. pvM%sw rT PER TR•4cT. �aow 6X/.Sr AC PVMT. SEP"�.�JI� 4 �10'R A•C• O/KE ( �o r �Xe3G^ 6TRE6T /M/�/iCYMT-- --- - _ 'jam P�J I I fo S/g• - of�4 BEG/N A C. O/�C� REMOIiAG , CONST 4 25.50 L.F OF TRANS/T!O x = __ — - �'23'Q p \•I �otd` BERM To +76ET 6X/5T C!/R16 f �\\F---. F--- - I r -i----- — — — — — —- 1 \ � / I) EM ON A V / 1 L �/ V UE • i T m Q�r ' ss' 33' CONSTRUCTION NOTES �.0 (D CONSTRUCT A.C. PVMT PER CITY OF RANCHO CUCAMONGA STD. DWG. DEj�, itD 1 ��� Q f REVISION NO. •201 . '\ I OAf£ APPROVE Q� ----- CONSTRUCT A.C. PVMT PER CITY OF RANCHO CUCAMONGA STD. DWG. - ►► 1�I `'� _ � NO. 201 . c rr I of AP"I CHH ��(/A a '* �� ."'A -CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 302. �3A�------CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN AND PROFILE DWG. NO. 303. - CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA LEN N A_VENSTD. DWG. NO. 308. �+ �----CONSTRUCT CONCRETE SIDEWALK 4" F THICK PER CITY OF RANCHO rom Amethyst St. to K1usrr an Ave. CUCAMONGA STD. DWG. NO. 309. - - CONSTRUCT CONCRETE SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 309. TR-#. 9 6 3 7 O-- CONSTRUCT STREET MARKER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 401 & 402. APPROVED BY DA•rt: 9 )zyYo $O--CONSTRUCT BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. � `r`� ENGINEER RCE.i�1�3.2 809 404 & 405. _ 9@----CONSTRUCT 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG. jtrr� Mil0t)L y���n 'iss wlEs' In. RECOMMEE X050 NO. 301 AT CROSS GUTTER. /O CONSTRUCT 8" DIKE PER S.B. CO. STD. DWG. 117 & PER TYP. SECTION1820 E. 16th Street ON STD. DWG. NO. 111 . O ,,e+� SANTA ANA,CALIFORNIA 92701 CNE r I // CONSTRUCT VARIABLE A.C. CAP TO CENTERLINE & FEATHER TO JOIN. PHONE 714.83`f 2548 5 -- --- 0 F /Q CONSTRUCT CONC. BLOCKWALL PER S.B. CO. STD. DWG. NO. 301 & r r0�� - RGA ��4.�_ 302, H=3' . �' �3 CONSTRUCT PARKWAY CULVERT PER DETAIL ON SHT. 1 . 1- DRAWING NO. - CONSTRUCT 3-/O-8o FILE 1V0 - �N.102-163 / BM 234 , �,5�� CHISELED °O" IN WEST CURB RETURN ` 0 �. OF SOUTHWEST CORNER OF LEMON AND AMETHYST'. - � ELEV. 1 4. 84 G1 O 0.C, y 59 w h s , A.2 ro y N � R' i $ m N { 0 - / or N - k u g t o s i=vrvrzE ,t6 15 e { i r S e i { S , m ti QV. ,o o� N N m ti $Q/ �. O �p a N x / N a �; m, .,-- m $ Irl t =R ;3•g N S { B • d /R=0,s o'/, Q - tel ! , ti 0 ` o a IvOl .. /� t - P .0000 L wG 1 U o� coP _ yT •� 1.x.2 A Pl /592.9? �l /5�3 44 �; f Q O �:! h R hG E 45.4 c� / � pl Q 0 , 2 a o s 0 N • � `� g t-� t� �• N o � ,� Oa � � A � -'. F pt�ti � �ic.3 { l9 � � ; •� 4n N o �00 E5 ► ,.., , N tid N N �.� � h -- ... 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U any \ - \� _ _-_—__-- -=_ -m �p - _ — --. - -- -- -I � � 1 /� •{' �� a5 C �- y�y�ti� L! 0•o�sGL 0(� �y�, 117 f 'r39043 7 �� I c"Yi • 186 qI •• - i ,i L / i r I `'S' t 6 13.x•E � -• b 0� v EX/Sr• P✓MT•(ER� v �� �cyo 12 i t � -- � r 2'•�sL I`v� s ti S J �rsT �'0 993r ,� Exisr o�fW f — —• '� I c G ^ � N - °� ' - - q t ,, . -.-„ .."o”-"►.. — S Zf �cr•0 t /CEN1bVB EX/ST. 1 ? _/"� Pi.s e• 7 GRO✓E I ro �`t4• �t�2p — — >3 'ci /? A.C. <sex, R6M0✓E•. p 2 EX/ST. /MFK✓MTS. I is S a FN o W m Q --- _ 9J� _ Q ., 2 �`�a4 ` �� r,��! �'r %I — 1 a `� Q u Gj�p��' ��. �! q Q PER TR. -2G 3G - � /� l�l \� /� "�. 1 — — N \ "� ( y 4gi G� 6 In j2/) i,P 22 'VJ C1 -—i��- � !' ` I 33 �=1- k N Q� 4- —I----a 4 < .o g , .• _ �-=� fox � m Cr1 '�TsJ , n v W s - - A�UglCO EFi T N0Z + 1 - - --- - - -- — - - - ---- -+— --- `� ` LEMO/V Al1461VUE SEE ?� Q2 t �i 1 o�, T N + -v- �9 25 N SEE SHEET No. 3 / S o� - I A ME T1 S T T/?5e 7 Q -. y5.�5 CONSTRUCTION NOTES ' ,�O — _— Ilk I bi U l 2 3 ` j- C%�CONSTRUCT A.C. PVMT PER CITY OF RANCHO CUCAMONGA STD. DWG. O a N0. .2 01 . — Q ©- CONSTRUCT A.C. PVMT PER CITY OF RANCHO CUCAMONGA STD. DWG. CJE5CR1 ' rIUi�Jof �2c�JISIC�hJ Da>rg 1APPROVE.1 r �a,•:1 %.�;` ! ' .. Cl//?Ve DATA.' NO. 201 . 1 �-CONSTRUCT 8 CURB & GUTTER PER CITY OF RANCHO CUCA,�IONGA STD. � /• I I _ R L Y DWG. ONSTRUNO. CT3$2•CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. ,% I` '�� o f hlt Irl J �� ;� ter- i�ilh� A 9T't3'3 '' 2q-00 4.2.052(o.G4 DWG. NO. 303. -- - --- ---- - 8 2'p039s# r ' 32.00# 0.t4 4.07 IQ CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA PLA N AND PROFILE. ... IL U SNIA N A VENUE- 0 K����A N V�.�from Lennon ve. to CO C7' $i38"l 2320�� 3 00� STD. DWG. NO. 308. 70.77 5•�' �-----CONSTRUCT CONCRETE SIDEWALK 4 THICK PER CITY OF RANCHO �J 73°'/x;45 x100' 34,5¢` zU.pJ' CUCAMONGA STD. DWG. NO. 309. 7` --�•N/o/w -Ave.i (v�--CONSTRUCT CONCRETE SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA , i _ y6�Pr OG {� 27•D0� 4g•6G' 3o•4G ' STD. DWG. NO. 309. �` AkME'THYS�" ST.�s:��rom Lemon Ave. to CONSTRUCT STREET MARKER PER CITY OF RANCHO CUCAMONGA STD. DWG. Apricot F 32°/ �/ 7G��0 /S/•/8 77 G0 7 _ ] �R• 96371 O NO. 401 & 402. Ave. 470 4� raO�00' 203.36 (Oa>�T ® -CONSTRUCT BARRICADE PER CITY OF 'RANCHO CUCAMONGA STD. DWG. NO. APPROVED BY _ — DATE •/y' N 2e zq`o �� 210.00' X7.74' g7.s0 404 & 405. %- RCE.No.23889 = 9—CONSTRUCT 8 CURB ONLY PER. CITY OF RANCHO CUCAMONGA STD. DWG. - • x � , O to 1W,48', " " �•00� 49.53! 22.82' NO. 301 AT CROSS GUTTER. .— -- - -- �as1r J 1 OOIE '� �J '�SSOCI�IES, I;jr. RECU►�Iir��NDED O '�� °s3 83' 2!SO•QO' ql.?g' ?JO.9'd !O -CONSTRUCT 8" DIKE PER S.B. CO. STD. DWG." 117 & PER TYP. SEC' QN '. " ` ` ' g K 8'�°40 l i Zat po' 3 t.e�j g' �o>'q ON STD. DWG.: N0. 1 1 1 . '"1`` — 1820 E. 16th Street O 04: / CONSTRUCT VARIABLE A.C. CAP TO CENTERLINE & ,;FEATHER TO JOIN. CRAW FJ SANTA ANA,CALIFORNIA 92701 r� /L CONSTRUCT CONC. BLOCKWALL PER S.B. CO. STD. DWG. NO. 301 & PHONE 714835 2548 4' v 302, H-3' . _ --- OFr ' _ �3 ----CONSTRUCT PARKWAY CULVERT PER DETAIL ON SHT. 1 . CHECKFID RCE No, GRA !Nd DATE -/O- o FILE NO 1 t - 7.N• 102-163