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HomeMy WebLinkAbout1838 PROJECT LOCATION > LLI MON AV J TY OF RANCHO CUCAMONGA s. etric Ln a a W w X U ' N z z a a a a a ' _ = a CD U In H — I CONSTRUCTION PLANS FOR w � � o J � 2Q 2 O Q Y Q O crw J RANCHO CUCAMONG LEMON AVE 6 FONTANA LEMON AVENUE STORM DRAINa l o FROM PROJECTO LOCATION O ONTARIO HIGHLAND AVE POMONA ROUTE 210 I d 1 KLUSMAN AVENUE TO 8 6 ARCHIBALD AVENUE 19TH AVE 15 TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED JULY, 1999 VICINITY MAP AND CITY OF RANCHO CUCAMONGA STANDARD PLANS DATED MAY, 1992 LOCATION MAP NTS NTS X GENERAL NOTES GENERAL NOTES SHEET INDEX I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STATE OF 10. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND: TELEPHONE OR POWER I TITLE SHEET CALIFORNIA DPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, POLES, WATER METERS, VALVES, FIRE HYDRANTS, ect. SHOWN OR NOT SHOWN 2 CONSTRUCTION NOTES AND THE SPECIAL PROVISIONS. CONTRACTOR SHALL BE FAMILIAR WITH AND ON THESE PLANS WITHIN THE RIGHT-OF -WAY LIMITS OR IN ADJACENT AREAS 3 TYPICAL SECTIONS SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR SPECIFICATIONS. PROTECTED IN PLACE AS REQUIRED, AND SHALL BE CONSIDERED AS INCLUDED 4 -6 STREET PLAN AND PROFILE 2. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM IN THE OTHER ITEMS OF WORK. 7 STREET CONSTRUCTION DETAILS RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A 8 - 10 STORM DRAIN PLAN AND PROFILE DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS II STORM DRAIN PROFILES BE PROMPTLY SUBMITTED TO THE ENGINEER FOR APPROVAL . WHICH PROTRUDE ABOVE THE SUB- GRADE. ALL VOIDS OR DEPRESSIONS SHALL 12 STORM DRAIN DETAILS BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE 3. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER FOR THE NATIVE MATERIAL. 13 STORM DRAIN DETAILS AND UTILITY POTHOLE DATA CONVENIENCE OF PROJECT BIDDING. THE CONTRACTOR SHALL MAKE HIS OWN 14 DRAINAGE QUANTITIES VERIFICATION OF SUCH CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. 12. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 15- 16 TRAFFIC HANDLING PLAN ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED THE ROADWAY HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND 17-20 CONSTRUCTION AREA SIGNS X--- IN THE OTHER ITEMS OF WORK. ROADWAY IMPORVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF 21 CONSTRUCTION AREA SIGNS QUANTITIES 4. STATIONING AND TOPOGRAPHIC MAPPING ARE IN METRIC UNITS. PIPELINE THE ENGINEER. 22-23 PAVEMENT DELINEATION PLAN DIMENSIONS ARE SHOWN IN DUAL UNITS WITH METRIC UNITS SHOWN FIRST AND 24-25 SUMMARY OF QUANTITIES ENGLISH DIMENSIONS SHOWN IN PARENTHESIS. 26- 29 SIGNAL AND LIGHTING 5. STATIONING REFERS TO CENTERLINE OF PIPELINE AND STREET STATIONING REFERS TO CENTERLINE OF STREET. ABBREVIATIONS 6. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA CATV - CABLE TELEVISION ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION IRR - IRRIGATION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF -WAY. OHL - OVERHEAD LINE TP - TELEPHONE POLE 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS UTILITY OWNERS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CCWD - CUCAMONGA CREEK WATER DISTRICT CHTR - CHARTER CABLE 8. WORK SITE SHALL BE IN A NEAT , CLEAN, HAZARD FREE, ORDERLY STATE, VZN - VERIZON THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE SCE - SOUTHERN CALIFORNIA EDISION X INSPECTOR. SCG - SOUTHERN CALIFORNIA GAS CRC - CITY OF RANCHO CUCAMONGA 9. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDE FOR YOUR CONVENIENCE ARE THE FOLLOWING: CONTRACTOR ' S RESPONSIBILITY FOR SAFETY A. VERIZON COMMUNICATIONS ( 800) 422-4132 IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME FOR UNDERGROUND SERVICE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: B. THE GAS COMPANY (909) 394 -4356 THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL No. DESCRIPTION of REVISION DATE CITY 5566 ARROW HIGHWAY WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE APPROVED MONTCLA I R, CA 91763 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. CITY OF RANCHO CUCAMONGA RpfESS �� IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR 10440 ASHFORD STREET woe C. COUNTY WATER DISTRICT ( 909) 987- 2591 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. LEMON AVENUE STORM DRAIN 10440 ASH H M.A. KRAMAN Z RANCHO CUCAMONGA, CA 91729 TITLE SHEET w No. 44030 r Exp. 6-30-05 D. SOUTHERN CALIFORNIA ED I S I ON (909 ) 947 - 8261 BENCHMARKS LEMON AVENUE CIVIL 1351 EAST FRANCIS KLUSMAN AVENUE TO ARCHIBALD AVENUE OF' CALI \' ONTARIO, CA 91 762 BM*7 -F - 88 ELEV 468. 966 m ( 1538. 60 ft) APPROVED BY 'i E. CHARTER COMMUNICATIONS (909 ) 343-5 102 - - CITY ENGINEER � DATE X N R.C.E. 0. 24953 UNDERGROUND SERVICE ALERT 7337 CENTRAL AVENUE CALTRANS BRASS DISK SK STAMPED 7 F 88 I N TOP OF EASTERLY CURB ARCHIBALD BALD AT THE DESIGN PLANS PR RED BY. RECOMMENDED NORTHEASTERLY CORNER OF HIGHLAND AVENUE AND ARCHIBALD AVENUE, 610 mm ( 2 ft ) RIVERSIDE, CA 92504 WESTERLY OF STREET L I GHT *2362330E, 1 . 524 m ( 5 ft ) NORTH OF CATCH BASIN. BYu hifillo-Iq MOFFAIT NETIC R S 0 � Call: TOLL FREE DRAWN 4 1 5 N. Vineyard Ave. suite 200 SHEET N' 1-800 Ontario, California 9 1 764 >' 422-4133B Y U Tel . (909) 937-0125 I OF 2 9 N w ALL DIMENSIONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING N0. METERS UNLESS OTHERWISE SHOWN. SANBAG CONTRACT No. 02-050 VLK 44039ILE 1838 0 Two won+cmo d►rs eeFora� rou oio FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I 1 1 I 1 I I CONSTRUCTION NOTES (:A REMOVE CONCRETE CURB AND GUTTER CONSTRUCTION NOTES B REMOVE CONCRETE SIDEWALK 40 TYPE III BARRICADE C REMOVE PCC CROSS GUTTER AND SPANDREL 41 TEMPORARY TRAFFIC STRIPE (PAINT ) D REMOVE TIMBER BULKHEAD 42 TEMPORARY PAVEMENT MARKING (PAINT ) E REMOVE AND SALVAGE ROADSIDE SIGN 43 CHANNEL IZER (SURFACE MOUNTED) F REMOVE CONCRETE DRIVE APPROACH (44 TEMPORARY RAILING (TYPE K ) RE STREET ELECTROLIER TO BE RESET BY UTILITY COMPANY (N ) 45 TEMPORARY CRASH CUSHION MODULE RF FIRE HYDRANT TO BE REMOVED BY UTILITY COMPANY ( N) 46 REMOVE THERMOPLASTIC TRAFFIC STRIPE IU FIRE HYDRANT TO BE INSTALLED BY UTILITY COMPANY (N ) 47 REMOVE PAVEMENT MARKER aI PROTECT IN PLACE ( N) 50 THERMOPLASTIC PAVEMENT MARKING 2 CONST AC PAVEMENT PER LEMON AVE TYPICAL SECTION 51 IOOmm THERMOPLASTIC TRAFFIC STRIPE 3 CONST AC PAVEMENT PER ARCHIBALD AVE TYPICAL SECTION 52 200mm THERMOPLASTIC TRAFFIC STRIPE X 53 300mm THERMOPLASTIC TRAFFIC STRIPE 4 CONST AC PAVEMENT PER KLUSMAN AVE TYPICAL SECTION 5 CONST PCC CURB AND GUTTER, TYPE CRC - 8 PER DETAIL ON SHEET 7 54 PAVEMENT MARKER (RETROREFLECTIVE ) 6 CONST PCC CURB AND GUTTER, TYPE SBC - 8 PER DETAIL ON SHEET 7 7 CONST 102 mm ( 4 " ) PCC SIDEWALK PER CITY STD PLAN 103 (:8 CONST PCC CURB, TYPE AI -6 PER CITY STD PLAN 104 9 CONST PCC CROSS GUTTER AND SPANDREL , TYPE CRC (M) PER DETAIL ON SHEET 7 10 CONST ACCESS RAMP PER CITY STD PLAN 102 (N ) aCONST CURB RAMP, CASE C PER CALTRANS STD PLAN A88A 12 CONST LOCAL DEPRESSION PER CITY STD PLAN 307 ( SEE DRAINAGE PLANS FOR CASE ) 13 CONST DRIVE APPROACH, TYPE R- 1 PER CITY STD PLAN 101 14 RESET ROADSIDE SIGN (METAL POST ) 15 RELOCATE ROADSIDE SIGN (METAL POST ) 21 INSTALL 450 mm ( 1 8 " ) RCP 22 INSTALL 900 mm ( 36 " ) RCP 23 INSTALL 1 800 mm ( 72 ' ) RCP 24 INSTALL 2100 mm ( 84 ' ) RCP 25 RECONST SIDEWALK DRAIN PER CITY STD PLAN 107-C 26 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 303 28 MODIFY SIDE OPENING, CASE I , PER CITY STD PLAN 309 ( N) (29 CONST MANHOLE No. 2 PER CITY STD PLAN 319 LEGEND X 30 CONST MANHOLE No. 4 PER CITY STD PLAN 321 (N ) NOT A SEPARATE PAY ITEM 31 CONST JUNCTION STRUCTURE No. 2 PER CITY STD PLAN 331 32 CONST JUNCTION STRUCTURE No. 4 PER CITY STD PLAN 333 (33)- CONST CONCRETE COLLAR PER DETAIL ON SHEET 12 (N ) 34 CONST MONOLITHIC CATCH BASIN CONNECTION PER CITY STD PLAN 308 (N ) No. DESCRIPTION of REVISION DATE CITY APPROVED D35 MODIFY S IDE OPENING, CASE 1 1 , PER C I TY STD PLAN 309 (N) CITY OF RANCHO CUCAMONGA Q�pFESS/ON q<�y LEMON AVENUE STORM DRAIN y M.A. KRAMAN m CONSTRUCTION NOTES Z ' v uiNo, 44030 Exp. 6-30-05 s LEMONAVENUE CIVIL KLUSMAN AVENUE TO ARCHIBALD AVENUE 4TF OF CAL I APPROVED BY CITY ENGINEER � ,' DATE ��-- R.C.E. 0. 24953 X DESIGN PLANS PREPARED BY, RECOMMENDED UNDERGROUND SERVICE ALERT V L Kr MO"ATT & NICHOL C3 ho Call: TOLL FREE E N G I N E E R S Fi (\j p z DRAWN 415 N. Vineyard Ave. Suite 200 SHEET I N 1-800 Ontarlo, California 91764 N MSN Tel . (909) 937-0125 2 OF 29 W 422-4133 ALL DIMENSIONS ARE I NCHECKED Fax. (909) 937-0199 DRAWING N0. N N METERS UNLESS OTHERWISE SHOWN. FILE N0. Two waeaM DAYS BMW rou DMV L K - __ R.C.E. N0. 4403 -L8 30 O FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I SOUTH LEMON AVE WEST ARCHIBALD AVE R/W 10. 058 ( 33 ' ) F R/W 15. 240 (50 ' ) I I I X 1 . 219 , 6. 706 ( 22 ' ) ! 1 . 981 10. 973 ( 36 ' ) ( 41 ) i ( 6. 5 ' ) i , 0. 458 L 6. 248 ( 20. 5 ' ) ! 0. 610 6. 706 ( 22 ' ) 3. 658 ( 1 . 5 ' ) ( 2 ' ) ( 1 2 ' ) I I I JOIN JOIN ! 2% ! PVMT VAR PVMT ! ------ VARjA 2/. B 7 102 mm ( 4 " ) AC (TYPE A ) A 5 102 mm ( 4 ' ) CL2 AB 5r 1410 mm (5. 5 ' ) AC (TYPE A ) t381 mm ( 15 " ) CL2 AB LEMON AVENUE ARCHIBALD AVENUE ' LMW" 6 + 38. 990 TO 6 +65 . 000 " AR " 27 + 89. 650 TO 28 + 10. 000 SOUTH LEMON AVE NORTH X R/W 10. 058 ( 331 ) � R/W 10. 058 t33 ' ) ARCHIBALD AVE 0. 1 523. 201 6. 706 ( 22 ' ) ! 6. 706 (22 ' ) I . 98 I 10. 363 ( 34 ' ) WhoI 10. 363 ( 34 ' ) ( 0. 5 ' ) ( 1 0. 5 ' ) i ( 6. 5 " ) & VAR i & VAR i 0. 458 6. 248 ( 20. 5 ' ) ! 6. 096 ( 20 ' ) 0. 610 j ( 1 . 5 ' ) ( 2 ' ) i \11 8 I II I II I ---� -T, ---------- I t _==s_ VAR j VAR B 7 ' B 7 102 mm (4") AC (TYPE A) -- -- ---- 102 mm (4') CL2 ABC 140 mm (5. 5 ' ) AC (TYPE A ) A 5 A 5 f381 mm ( 15 ' ) CL2 AB LEMON AVENUE ARCHIBALD AVENUE EASTBOUND WESTBOUND SOUTHBOUND NORTHBOUND ' LMW" 4 +74 . 440 TO 4 + 87 . 200 " LMW" 4 + 78. 601 TO 6+45. 600 " AR " 27 +61 . 360 TO 27 + 89. 650 ' AR " 27 +66. 21 0 TO 27 + 89. 650 X--- SOUTH LEMON AVE NORTH R/W R/W WEST KLUSMAN AVE EAST me 10. 058 ( 33 ' ) I 10. 058 ( 33 ' ) R/W R/W i 9. 144 ( 30 ' ) 9. 144 (30 ' ) i I 1 . 2 19 6. 706 ( 22 ' ) 6. 706 ( 22 ' ) 1 . 981 i ( 4 ' ) F (6. 5 ' ) 1 . 981 5. 486 ( 18 S. 486 ( 1 8 ' ) 1 . 981 ( 6. 5 ' ) i ( 6. 5 ' ) 0. 458 6. 248 ( 20. 51 ) ! 6. 096 ( 20 ' ) ft- 0. 610 ( 1 . 5 ' ) ( 2 ' ) 0. 457 5. 029 ( 16. 5 ' ! 5. 029 ( 16. 5 ' 1 0. 457 i ( 1 . 5 ' ) ( 1 . 5 ' ) , II , z---,-------�- VAR A T===== ----- 2% I 2% --- I, ------ VAR VA ------ 102 mm ( 4 " ) AC (TYPE A ) B 7 B 7 02 mm ( 4 " ) CL2 AB 76 mm (3") AC (TYPE A) A 6 102 mm (4') CL2 AB A 6 X LEMON AVENUE EASTBOUND WESTBOUND KLUSMAN AVENUE ' LMW" 4 +87. 200 TO 6+ 38. 990 " LMW" 6+45 . 600 TO 6+70. 000 SOUTHBOUND NORTHBOUND ' LMW" 6+65. 000 TO 6 + 70. 000 " KL " I + 1 4 . 854 TO 1 +46. 000 ' KL ' I + 1 5. 236 TO 1 + 23. 400 KLUSMAN AVE EAST 9. 1 44 (30 ' ) R/W No. DESCRIPTION OF REVISION DATE CIT Y APPROVED 5. 486 ( 18 ' ) 1 . 981 CITY OF RANCHO CUCAMONGA Q jkoFESS ,oN I q � 5. 0 2 9 ( I 6. 5 ' 0. 4 5 7 LEMON AVENUE STORM DRAIN Fye ! ) coM.A. KRAMAN I ( 1 . 5 ' ) TYPICAL SECTIONS - i J No. 44030 m j Exp. 6-30-05 I LEMON AVENUE ST4 CIVIL \� VAR r-_____�------ KLUSMAN AVENUE TO ARCHIBALD AVENUE OF CAI % -' APPROVED BY CITY ENGINEER DATES lr �- UNDERGROUND SERVICE ALERT T76 mm ( 3 ' ) AC ( TYPE A ) z R.C.E. No. 24953 X 02 mm { 4 ) CL 2 AB DESIGN PLANS PREPA D BYi RECOMMENDED o V L K ,if E N G I N E E R S O "� MOFFATT & 1JICHOL N Call: TOLL FREE DRAWN 415 N. Vineyard Ave. Sults 200 SHEET N 1-800 KLUSMAN AVENUE - MSN One ar(oo09Ca93forrn2a 91764 3 of 29 N ' 422-4133 + + Fax. (909) 937-019915 - w ALL DIMENSIONS ARE I N " KL " I 23. 400 TO I 46. 000 CHECKED DRAWING No. N � T ones rau me METERS UNLESS OTHERWISE SHOWN. VL K -- R.C.E.FI EE NO ' 4403 /Q �[7 O J FOR REDUCED PLANS 0 20 40 60 80 CZ ORIGINAL SCALE IN MILLIMETERS I I I I I I I I 1 4 i , I :2 _8 17 ON CURB ON CURB U w �/ o/ o14 -41 o/4 N4 A/ o f ^ N [r �f X � n 00 a) -- N 1`0 00 N - CO N Q Q' 1q_ ll') L0 Lo . t C) V 1q_ M POM _ 1` N Co O L. 00 . � U) ' N N d1 tf) 4 co 0o in LO � �, LO - - tn � �; � - � �; 48 - o + co co + A � .-_ - . _ . _ 6 0. 359% Q0 1q_ v v - - �r v v � 00 00 o ao 1n ° 0o w .._- _ 0. 460% `r 0. 470/ v p• 5001 v 0. 490% rr 0. 5 ! 0% 0. 550% 4 _ _ JO I N NORTH TOP OF CURB + 485 6+ 45. 600 PROJECTED Ln= Ln LO 484 �' - w _ _ Z: _ r a _ 484 _ _ _ :_ _.._ ., _ _ _.. 1_ z _ _ k . . _ w _,. _ _ _ _ _ _ _ 0 00 _ - = v, O N ^ - v Z ww �0 Nrn N - ^ _ SCO O � � � � N � Q) 1� � M � V_ N NCO � 0o Q 4> � 0 , � �7 M M NN � - � m COIL) � N � 4 o In 0o Iri CO Ln I<i o , u� ,� N _ - o o Ire 0 N 0 - co = 4 - - r- _.__ _: o _ _ 86 (D 'IT v c � co � co 'IT Baa Ln 00 . LO . � - � � v - 0o v -_ 00 v U 0. 630% `- 0. 660% `r v 0. 420% v 0. 330'1. `r `� 00 � 00 v � 00 Icy 00 LO CO ~ ------ 0. 500% 0. 570 : 0: -600% O. 620% . W 0. 660% v " co v 0o v Q 0. 380% 0. 340% `r0. 600% 485 X 4 - LEMON AVENUE " LMW" LINE 484 _ _ _ _ _ _ ._ _ _ _ , 48 CONSTkUCT4I mN -NOTES - CONSTRUCT I ON NOTES A REMOVE CONCRETE CURB AND GUTTER 4 CONST AC PAVEMENT PER KLUSMAN, AVE TYPICAL SECTION o In In N U Q B REMOVE CONCRETE SIDEWALK 5 CONST PCC CURB AND GUTTER, TYPE CRC- 8 PER DETAIL - ON SHEET 7 `') coco to _ 4 _ qT 00 _ `f' -486 _ C REN�OVE PCC' CF�OSS GUTTER AND SPANDREL 7 CONST 102 mm ( 4 ' ) PCC SIDEWALK PER CITY STD PLAN 103 r _ _ _. _ 0. 460% 0. 500% 0. 510'/. ' CO_ I PROTECT I N PLACE (N) 9 AND SPANDREL, TYPE CRC (M) NST PCC CROSS GUTTER PER DETAIL ON SHEET 7 485 JOIN SOUTH TOP OF CURB JO-1 N 485 _ . . _t _ . _., .2_._ CONST ---AC -PAVEMENT PER LEMON ---AVE- -TYP 11 CAL SECT 1{3N I I CONST-CURB -RAMP, CASE C PER CALTRANS STD- PLAN A88A 6+ 65. 000 PROJECTED ' 6 + 38. 990 . CONST LOCAL DEPRESSION PER CITY STD PLAN 307 4 (SEE DRAINAGE PLANS FOR CASE ) 6+ 60 6+ 40 6 + 20 PROFILE 6+00 5+80 5 +60 X--- 9. 144 9. 144 LEGEND ( 30 ' ) ( 30 ' ) HOR I Z I : 200 VERT I : 50 XXX. XXX PROPOSED ELEV 0. 610 4 . 877 4 . 877 0. 610 " KL ' I + 1 5. 027 EC ( 2 ' ) ( 16 ' ( 16 / ) ( 2 ' ) 3 (XXX. XXX ) EXIST ELEV 3-- IN, N11 Of C) BCR 5. 486 LT 0-1 ECR 5. 486 LT 102 mm CONCRETE, PER NOTE 7 >� I N 0° 20 ' 00' E 1 N " " KL " 1 + 1 4 . 854 ��� KL 1 + 1 5 . 236 152 mm CONCRETE, PER NOTE 5 6 ECR 6. 706 RT � ' " SE SHEET 6 " LMW" 6 + 38 . 364 g MA , 'C I " KL " 1 3 C g BCR 6. 706 RT t X, 203 mm CONCRETE, PER NOTE 9 12 C " LMW" 6 + 1 0. 929 6+ 70. 000 6+ 45. 600 , ` ,. 0 LIMITS OF AC PAVEMENT SECTION " 11 A 5 B 7 CO ;n "� 00 ^ 00 in I I q : : ''� 0 Co N PER NOTE N G � o " R/W B 7 • C4 i'� ' >! t o " R/W O 7771-7 Ln X Ln Vq { In , . .- ; N c� 1✓�. ■ r- / r N _ . N / fL . 4..I:: 156 PRC : w > __:_ __ �___� T _ c . E. - _I ,r z 6+ 60 + ' + 6+ 20 6+{.00 5 +80 : _ - _ 5 +.6D cn r L0 00 0 to LLJ +' - - c 40 00 N Z - --1 - LMW 6 2 -. :306 (SOT- P�_ - (n - - .�,- - . _ 1 . O o N i. A 12' _ Oo KL 1 0 Q�00 POC _ .? _.�. a-- CITY W W µ- p J No. DESCRIPTION OF REVISION DATE - - I APPROVED u CITY OF RANCHO CUCAMONGA 1 1 FESS rl, .A.�KRAMAN 0*, - -- - -- - - - -. Ti Z C� z _ C ,r $ - ` Y . 1- T _ _ �� _ LEMON AVENUE STORM DRAIN m R/W _ -� O R/ STREET No. 44030 " Cc w N N N { " KL ' + 87. 281 BC CURVE AND ALIGNMENT DATA PLAN AND PROFILE Exp. 6-30-05 • �- . �. A 5 • �- 7 B LEMON AVENUE If> CIVIL \� - " 0 J 0119 ' 501E° No. DELTA OR DELTA OR STA 6+70. 000 TO STA 5+50. 000 4,;1te cA�� 6+65. 000 6+ 49. 89 I 6+ 40. 972 9. 1 4 144 BEARING RADIUS LENGTH TANGENT No. BEAR I NG RADIUS LENGTH TANGENT APPROVED BY A\ 89° 1 3 ' 37 " 8. 230 1 2 . 81 7 8. 1 20 © 9° 33 ' 50" 76. 200 1 2. 7 1 9 6. 375 CITY ENGINEER DATE � ( 30 � ( 30 ) R.C.E. N0. 24953 X UNDERGROUND SERVICE ALERT \ ° N ° DESIGN PLANS PREPARE�� BYi RECOMMENDED 6+38. 990 © 90 46 23 8. 230 13 . 039 8. 342 OD 0 52 ' 08 " 76. 200 1 . 556 0. 578 VL Kbob-.14MOFFATT & NICHOL Call: TOLL FREE E 1 0° 25 ' 48 " 76. 200 1 3. 87 1 6. 955 RAWN E N G I N E E R S Oo1-800 PLAN O - D 4 15 N. Vineyard Ave. Su 1 to 200 SHEET ,A Ontario. California 91764 I 422-4133 SCALE 1 : 200 MSN Tel . (909) 937-0125 4 of 29 N w ALL DIMENSIONS ARE I N Fax. (909) 937-0199 METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING N0. a Two worNcnc a,rs WORE rou OM L K __ R.C.E. NO. 4403 FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS CONSTRUCTION NOTES ON CURB / - N p//^ A/4 p A REMOVE CONCRETE CURB AND GUTTER 486 to rn 14 LO °�,° ao c\, _� _ o �, ,�, �r : o o B REMOVE CONCRETE SIDEWALK '� w _ o� 8 0 rn �, - . _ r_ _ . . ... ._. _.._ ..._.-� _ _ - _ . Ab LO x O • `s: V_ o C REMOVE PCC CROSS GUTTER AND SPANDREL 0 co co coaD co v � ao 485 p 0. 450% -0. 220% 0. 470% `r d- - v ,� �r _- - 485 -- . . +- 0. 800% _. E REMOVE AND SALVAGE ROADSIDE SIGN _ _ A_.___ + a_ .t . 2007: 0. 600% 0. 160% 2. 793% - - Ln NORTH TOP OF CURB 2. 793% F REMOVE CONCRETE DRIVE APPROACH � = PROJECTED f 2. 191 % 484 __ _ _ _____-_ __ __._ _ ____ _ __0. 14 /.4 0. 746/. 484 i PROTECT IN PLACE (N) wJ _j00 2 CONST AC PAVEMENT PER LEMON AVE TYPICAL SECTION ,,_, z � �o 3 CONST AC PAVEMENT PER ARCHIBALD AVE TYPICAL SECTION O� O� �, ,� N - p 00 • 486 J !m corn rn '~` '` 20 m VC 486 5 CONST PCC CURB AND GUTTER, TYPE CRC-8 PER DETAIL ON SHEET 7 _ . ao 00 _ _._. �_ __- ._ _.__ ____.__-_____ . _ ____ . _ _ __ _ - _. _.- • . _�.�. _ .� IT NT 4 00 0o ao 4+90■. 000 P I N c\I 00 6 CONST PCC CURB AND GUTTER, TYPE SBC-8 PER DETAIL ON SHEET 7 U 0000 0000 o0 00 �r � � 484. 689 _ ._ � _ ,� 485 a _ 0. 510% ., f v v ,� to v 485 7 CONST 102 mm (4 " ) PCC SIDEWALK PER CITY STD PLAN 103 0. 4 90% _., .__.__. .___..._ + ao 0. 500% 0. 417 f. _.___.A_____ _.____._. ___. (,•o �r v 'qr `-`- ----- --- - _ 2. 260% 8 CONST PCC CURB, TYPE A 1 -6 PER C I TY STD PLAN 104 . _. _ . X 484 LEMON AVENUE 2. 325% ------ 4 8 4 _ .- :. _. _ . _ _ . -. _ . ___ __ _. - - __ _ __ . I 0 N ACCESS RAMP PER CITY STD PLAN 102 (N) " LMW" . LINE ___ 2. 000% ? �. 4 +70. 000 P J o o ! I R CITY STD PLAN 307 CONST LOCAL DEPRESSION PER 20 m VC 484. 224 _j o � N 2 (SEE DRAINAGE PLANS FOR CASE ) NCO 13 CONST OR 1 VE APPR-OA'CH, TYPE R•- T PER fi TY' STD PLAN 10 V 9. 6 7. � � � ON CURB O I5 RELOCATE ROADSIDE SIGN (ONE ' POST ) 486 � 486 coo p p _- .__. _v .,_ _-. t _ _._ _.- ., _ _ � _M O 'q- U-) nU) O NN - O + 00 00� � �}• �}• } • �+�■ /y0 /yam /off V d' co co - - co co _ _. _ COCO CO CO • V 48.5 � � 780%� � � � � � 'co rnrn : I` � 485 _ _ .00 co _ _.. , .T 1 780 _ v- v j 484 PROFILE JOIN N SOUTH so?� 484 - - 4 96. 066 - _ ._ -TOP_- OF ,HOR I Z ! : 200 _ _ -__... _.,_ _:. _. _ _ _ _ _- _ -_ _ _._ . _ _ _ _ _ . PROJECTED JO BCR VERT - 1 : 50 . AR " 27 5 +40 5 + 20 5+00 4 +'80 4 +60 61 . 360 4+ 40 15. 240 1 1 . 278 LEGEND x--- CURVE AND ALIGNMENT DATA ( 50 ' ) ( 37 ' ) DELTA OR 1 . 981 10, 973 8, 534 XXX. XXX PROPOSED ELEV No. BEARING RADIUS LENGTH TANGENT ( 6. 5 ' } ( 36 ' ) ( 28 ' ) A 890 13 ' 37 " 10. 668 1 6� 61 3 1 0�. 5 0. 6,10 10. 363 7, 925 0. 610 ( XXX. XXX ) EXIST ELEV O ( 2 } ( 341 ) ( 26 ,) ( 2 ' ) © 90' 46 ' 10 " 6. 096 9 657 `6. 178 ' IEE SHEE�� 6 N j 102 mm CONCRETE, PER NOTE 7 BCR 10. 973 LT 4ATCH L NE AR 27X91 . 8 CC © N Of 1 3 ' 38 " E - 2� 1 36 - " AR " 27 +91 . 477 152 mm CONCRETE, PER NOTE 5 6 13 C l ' . ► . JOIN PVMT ; ` 27 + 89. 650 Ir Y 203 mm CONCRETE, PER NOTE 12 f I ECR 6. 706 RT 15 - o ^ B 7 " LMW" 4 + 78. 6 1 0 A CO _ A 5 ,c� LIMITS OF AC PAVEMENT SECTION rn `O' �o �, A 5 '� "� SIGN �.� A 5 10 1 --' � PER NOTE T(D R/W__1A 01 - NN 0 0Lij _ �} S ,` R/W X REMOVE P S GUTTER O - C _ _ AND SPANDREL , PER _ _ fF E NOTE .. 7 n O rY _ + -- - -- W 4 7. P OST �r A i _ _ �" ,�7 +�74,39311Q - ' ,..i. - s• E' '' `- fly •N N + w o: _ �: . _� , LM'E 4 48. 662j1 • to w L M� A E bE _ I O1 ---' - - - _ r � . s ' - M - r- JOIN (n = _ 5+20 + w 4 +8p . / 4 +60 _:1_M I NES f 89° 43 ' " E I: � ww _ - ,� 00 _ - z �r to . '•• u� 0 O re r` CQ re) 1. - th-- 8- � -- -- .W- --W W co - - - I ,� _ Q AR 7 +72 . 257 P( TCT O r� No. DESCRIPTION OF REVISION DATE CITY w/� -._.. .-. _._. Fti�i fin-(. _ APPROVED --� __ JOIN VMT CITY OF RANCHO U A N Q _ v> a r R/W I B 7 �y ., r. ' . �r - - -, °,� - LEMON AVENUE STORM DRAIN E DIP 4 +96 066 3 }� r. 27 +66. 210 STREET ` R/W CURB FACE HEIGHT s 1 GN 1 2 �- o . _ ECR 6. 706 LT JOIN PVVT = ' PLAN AND PROFILE o . " LMW" 4 + 74. 440 � 1 f � ___ , _. `�-`-'� ,,. No. CF (m) 8 1 0 IM _ ; A i5 I �'�27 +61 360 �F r� _- ' LEMON AVENUE 0 4 I I STA 5+50. 000 TO STA 4+48. 662 u 4 +95. 166 a 15. 2� 5. 240 APPROVED BY DATE 0. 1 20rj ---- -, �. - -- - CITY ENGINEER (� X PLAN _1 n _ n UNDERGROUND SERVICE ALERT - � `�v � � i t(�v R.C.E. N0. 24953 U1 52 BCR 10. 973 LT DESIGN PLANS PREPARED BY- RECOMMENDED 3 0. Call: TOLL FREE 141 SCALE 1 : 200 " A R " 2 7 + 61 . 3 6 0 V L K MOFFATT & NICHOL N Z - U 0. 1 52 E N G I N E E R S p DRAWN 4 15� N. Vineyard neyard Ave. Suite 200 SHEET 1-800 Ontario. California 9 1 T64 N MSN Tei . (909) 937-0125 5 of 29 W 422-4133 INT 0 ALL DIMENSIONS ARE IN CHECKED Fox. (909) 937-0199 DRAWING No. N cr TWO DAYS WFOW YOU METERS UNLESS OTHERWISE SHOWN. VL K ---- Ri SENO' 4403 � � o FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I - N M W / • V M Ln tO 00 M ao co Ln 86 486 0 _ 00 M >n 00 _ x Lc) 00 Lc) v : o`no rn `r 3 930% 486 0 – Ln 00 1 - 486 48 g28! JOIN 485 �. Ag3'!. �- �-310% � .� s j � 3. 28 10. 000 _ + �r + v' 1 . 2 10'/. WEST TC�p OF CURB 0. 933% JOIN N WEST TOP OF CURB 1 +46. 000 485 5 _ _ _ _ _ 485 rn in 00 _ _ co O tfi a0 00 8 � 4 O 6 ✓V I 4 6 to , in �T O _ • _ _ + - _-- � i " JOIN � � _ ,533 - ---- 4 8 6 4 8 5 -- 28 + 10. 000 - 486 4 8 __ __ _ _ � - _ _ _ 5 •�. "(' + 2, CLQ/• _ __ ._ .. ._ .. ___ : 3 660. ( 1 .2' ) WEST 1 . 380% JO I N 2, 1 72'/• A H I BALD AVE RC 485 - � KLUSMAN AVE - 485 : _ - _ : CONSTRUCTION NOTES LEGEND _ : X _ _ _ A REMOVE PCC CURB 'AND GUTTER .- ,. 10 N M , � N XXX. XXX PROPOSED ELEV _ _. _ : _ - _. _ _. _ _. B REMOVE PCC. SIDEWALK , � 00 486 00 Ln— 486 �xx. XXX) . . X ]'ST._. ELEV . _ . _ _ . , .3 CONST AC PAVEMENT- PER ARCH I BALD AV'ENUE� .TYPICAL - SECTION _ 0.966% 1.206'1. -1102 mm CONCRETE,, PER NOTE- 7 - 4 CONST -AC PAVEMENT PER KLUSMAN AVENUE TYPICAL SECTION 485 EAST TOP JOIN 4 $5 OF CURB + 23 . 400 K_ 15Z trxt� -CMCRET�E, - RER NOTE 5. 6_ _: .-_ _v .5 CONT 'PCC CURB AND GUTTER, TYPE CRC- 8 PER DETAIL ON SHEET 7- ;20 mm CONCRETE, APER NOTE I2 6 CONST SCC CURB AND GUTTER, TYPE SBC- 8 PER DETAIL ON SHEET 7 -LIMITS OF AC PAVEMENT SECTION - 7 CONST .102 mm (4 ' ) PCC SIDEWALK PER CITY STD PLAN 103 - PER NOT E NOTE (D 4 12 CONST LOCAL DEPRESSION PER CITY STD PLAN 307 -(_SEE DRAINAGE PLANS FOR CASE ) - - 4 RE OARSfDE SIGN METAL POST) RESET ft : i 1 + 20 1 + 40 28 +00 x--- �_ SIGNAL CONTROL BOX A 5 O7471 _ co In 1 ;I; ' LMW" 6 +26. 308 POT= J01 N % . B 7 28+N . N ' KL " 1 +00. 000 POC + - 0. 000 o LU R/W O , I In Ln p0 in W : STOP ' I ! I �r rn - , , 14 SIGN A 6 0 �- • `� R/WV - - - ATV— T, _L y � t I i ' it N 1 I I j A, � 2 Ln ^ � . i -- — . v —_ _ Q ' Ln. ao G – G _�–.,I __ �. 4-- _ C G �n — I ' A 2 OD —I , �, • v ri AFiCH113ALD O AV NUE w = w Y 4 �, w N 0° 20 ' 00" E " AR " LINE . `° -- _ LU MAN AVEN I 0. N - - ^ j� a Ln — r. J + f w 1 + 20N 0 .20 :" E " KL " L I NE1 + 4.0 rn �o 27 60 i 27 +-80 - + + 20 ---- ---- '�' - -- --- u� 00 1 2 8 00 28 W - 1 � W ij Ln In - - - - �� _ ,_ T - — i - W --- N - v�' W - I = � W I , O i � — I G -- G - - G - N ^ — CITY B 7 A 6 j �n R/W r,Ho�- _-- r ,_� p _ -r- --- �{ No. DESCRIPTION OF REVISION DATE APPROVED I ; U In 0 — FESS/0 v R/W CITY OF RANCHO CUCAMONGA pFESS i_ i ... ' , I MA I L BOX 441 `- I { ' �� I LEMON AVENUE STORM DRAIN a QR off � ,; � tic I D r WATER JOIN �� ! ( INLET H M.A. KRAMAN METER 1 + 23. 400 + STREET W No. 44030 m s ' _ --J-t:� � - �' � I PLAN AND PROFILE 6-30-05 L_ --1 q I ! ; �� LMW 4 +57 . 20 I POT= Exp. - - - AR 27 + 74 . 393 POT KLUSMAN AVENUE AND ARCH I BALD AVENUE CIVIL � � - - -- � CAL ;' ; " LME " 4 +57. 20 I POT- APPROVED BY {{ I a �� " CITY ENGINEER DATE X UNDERGROUND SERVICE ALERT I I A R 2 7 + 7 2. 2 5 7 POT R.C.E. NO. 24953 DESIGN PLANS PREPARED BY, RECOMMENDED V L K MOFFATT & NICHOL Call: TOLL FREE _ E N G I N E E R s 0 o DRAWN 4 1 5 N. Vineyard Ave, Suite 200 SHEET 1-800 Ontario, California 91764 422-4133 MSN Tel . (909) 937-01 25 6 OF 29 N cr ALL DIMENSIONS ARE IN Fax. (909) 937-0199 METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING NO. �, TW WORKI c DAYS eEFaE YOU me V L K __ F FILE EE IV 0 44031 / 83R o FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I NOTES: 1 . WEAKENED-PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT X PLAN HEREON. 1 . 828 m 2. WEAKENED-PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 38 mm DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE GUTTER r� 25 nxn 914 mm 914 mm 25 mm WITHIN 24 HOURS AFTER CONCRETE IS PLACED. CURB E 25 mm 914 mm 914 mm 25 mm O — (� NORMAL — o rn N CONCRETE 3• DOWELS FOR CONTACT JOINTS SHALL BE #20 BARS, 610 mm LONG, CURB FACE N — SET ON 305 mm CENTERS. N — CONCRETE CONCRETEZ • 4 . PLACE A WEAKENED-PLANE OR CONTACT JOINT WHERE LONGITUDINAL CL2 AB ALLEY GUTTER JOINS CONCRETE ALLEY INTERSECTION. CL2 AB 102 5IX EQUALLY SPACE 102 mm 5. ALL EXPOSED CORNERS ON PCC GUTTERS TO BE ROUNDED WITH 13 mm LEVEL CL2 AB LEVEL o DOWELS FOR RADIUS. rn Mo N CONTACT JOINTS 6. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED. SECTION A - A SECTION B - B SECTION C - C NO SCALE NO SCALE NO SCALE 7• SUPPORT ALL CROSS GUTTERS, SPANDRELS AND ADJACENT CURBS AND GUTTERS ON A MINIMUM 203 mm CRUSHED AGGREGATE BASE. GUTTER TRANS ITIO GUTTER TRANSITION 8. PROTLAND CEMENT CONCRETE SHALL BE 520- C- 2500 B RIDGE A CROSS GUTTER EXPANSION CROSS EXPANSIONC WEAKENED PLANE JOINT OR JOINT GUTTER JOINT GUTTER JOINT GUTTER IO OPTIONAL CONTACT JOINT JOINT PER NOTES 1 . 2 , AND 3. I"! K i FLOWL INE EXPANSION JOINT NEEDED 00cWHEN W= 14 . 020 m OR MORE. " B cv k I x CIO I A • I U. WEAKENED PLANE JOINTS ml1 EXPANSION # m! m! , � i PER NOTES I AND 2. . x JOINT I L____ECR ECR ! '�'�i /ECR 3 GUTTER X--- EXPANSIO JO I NT TYPICAL JOINT PLAN W NO SCALE PLAN LEGEND NO SCALE CROSS GUTTER AND SPANDREL - TYPE CRC (M ) LIMITS OF SPANDREL REF : CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A TC TC 152 mm 458 mm 152 mm 610 mm X 407 mm E 559 mm 51 mm E rn 51 mm 13 mm R 13 mm R 13 mm R 13 mm R E 2 TC 2 E E - i,r) 8 13 mm R 10 mm LIP E 13 mm R 10 mm LIP Orn cV 25 mm R O 8 No. DESCRIPTION OF REVISION DATE CITY E N 13 m m R APPROVED E E E E E E CITY OF RANCHO CUCAMONGA QRpfESS/ON E E N Ln E :y E E �< —co �, r`,; E 0 LEMON AVENUE STORM DRAIN ry � `o N STREET ti _ _ h M.A. KRAMAN z No. 44030 rmn Exp. 6-30-05poll 610 mm 25 mm CONSTRUCTION DETAILS LEMON AVENUE 44 CIVIL KLUSMAN AVENUE TO ARCH I BALD AVENUE OP CAL INOTE: CURB - TYPE CRC - 8 APPROVED CURB , TYPE SBC - 8 NG NEER DATE c Qc R.C.E. N . 24953 X UNDERGROUND SERVICE ALERT NO SCALE CONSTRUCT WEAKENED PLANE NO SCALE DESIGN PLANS PREP RED BY- RECOMMENDED JOINTS AT REGULAR INTERVALS REF = CITY OF RANCHO CUCANONGA VLKholillil-A �1Z Call: TOLL FREE REF : COUNTY OF SAN BERNARD I NO NOT EXCEEDING 3 METERS. E N G I & NICHOL O - E N G I N E E R S p 1-800STANDARD PLAN 104 DRAWN 415 N. Vineyard Ave. Suite 200 SHEE1 I cn STANDARD PLAN 115 Ontario, lifornia MSN Tel . (909) a937-0125 91764 7 OF 29 c\ W 422-4133 ALL DIMENSIONS ARE IN CHECKED Fax. (909) 937-0199 DRAWING N0. N N TWO WOWM oars WFOW YW me METERS UNLESS OTHERWISE SHOWN. VLK V a ___ __ FRILEEN0. 4403 3 B O J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS