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HomeMy WebLinkAbout135761 IMPROVEMENT PLANS FOR THE CONSTRUCTION OF 475 FEET W/0 VICTORIA PARK LANE TO W/0 1-15 INDEX OF DRAWINGS nsht. description location I. TITLE SHEET 2. NOTES AND TYPICAL SECTIONS BASELINE RD.: STA. 15 + 00 TO STA. 31+ 93.99 3. TYPICAL SECTIONS BASELINE RD.: STA. 4 + 26 TO 25400.00 4. TYPICAL SECTIONS ETIWANDA AVE.: 667' S/0 TO 400' N/0 BASELINE RD. 5. MISCELLANEOUS DETAILS 6. MISCELLANEOUS DETAILS 7. STREET PLAN AND PROFILE BASELINE RD.: STA. 15 + 00 TO STA. 24 + 50 , 8. STREET PLAN AND PROFILE BASELINE RD.: STA. 24 + 50 TO 31+ 93.99 9. STREET PLAN AND PROFILE BASELINE RD.: STA. 4 + 28 TO STA. 12 + 50 10. STREET PLAN AND PROFILE BASELINE RD.: STA. 12 + 50 TO STA. 21 + 50 11. STREET PLAN AND PROFILE BASELINE RD.: STA. 21 + 50 TO STA. 30+00 IP. STREET PLAN AND PROFILE ETIWANDA AVE.: 667' S/0 TO 400' N/0 BASELINE RD. 13. DRIVEWAY SECTIONS W Q 14. STORM DRAIN NOTES, DETAILS, AND REPAVEMENT SCHEDULE 15. STORM DRAIN PLAN AND PROFILE BASELINE RD.: ETIWANDA AVE. TO STA. 18 + 00 16. STORM DRAIN PLAN AND PROFILE BASELINE RD.: STA. 18 + 00 TO STA. 27 + /0 17. STORM DRAIN PLAN AND PROFILE LATERAL 'A' f "OLD" BASELINE ROAD is. DOUBLE R.C.B. DETAILS � 19. SINGLE R.C.B. DETAILS 20. CONNECTOR PIPE PROFILES Z 21. ELECTRICAL DETAILS AVE. 22. OUTLET DETAILS LATERAL 'A' "OLD" BASELINE ROAD 13-27 STRIPING AND SIGNING PLAN 28-34 DETOUR AND PNAS inll;5 PCA N 35. DET IL5 F -6P 48" WA-tER L/NE SUPPnei 3(.. 51(.NAL PLAN FDP 6A.5C L /NE E V ILTo>•2I A PA- PK L ANF 31. 51(.AJAL PLAN FDo a4sF LINE f E-rivi4NbA r4.VENl)E 38. 516NAL DtTA-ILS BASIS OF BEARINGS THE BEARING FOR THE CENTERLINE OF BASELINE ROAD, N 89055'19" W, AS SHOWN ON THE MAP OF TRACT No. 13052, RECORDED IN BOCK 190 PAGES 80-86 OF MAPS BENCH MARK No. 1636 24' EAST OF E ETIWANDA AVE. AND 40' NORTH OF IE BASELINE RD. BRASS BENCH DISC IN TOP OF N.E. END OF 4'x 2' CONC. BOX CULVERT . ELEV.. 1297. 297 PHASE I AND PHASE II VICINITY N. T. S. rl UTILITY NOTES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, BUT NO GUARANTEE IS MADE THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR NOT SHOWN. 2. PRIOR TO EXCAVATION CALL UNDERGROUND SERVICE ALERT. TELEPHONE NO. (800) 422-4133. 3. THE CONTRACTOR SHALL CALL THE FOLLOWING UTILITY COMPANIES 48 HOURS PRIOR TO THE START OF CONSTRUCTION GENERAL TELEPHONE CO. (714) 983-1811 CUCAMONGA CO. WATER DISTRICT (714) 987-2591 SOUTHERN CALIFORNIA GAS CO. (714) 798-7711 SOUTHERN CALIFORNIA EDISON CO. (714) 986-5861 SAN GAB. VALLEY MUN. WATER DIST. (818) 969-7911 WILLIAMS TELECOMMUNICATIONS CO.- (714) 947-9441 THE PRIME CONTRACTOR SHALL HAVE A VALID STATE OF CALIFORNIA CLASS 'A' CONTRACTORS' LICENSE. few. 0 BAS&L/Az IPO. � ET/41AN0.4 AV,-.(.STAY/P/t/G n 15308 z� Z 5/G�t//�c/G) 5HJ'S 2.3, 24 e 16 PY MAPOI-e f1.16'1A1&1ffiA/G. F�p 3/31/93 �; DESCRIPTION OF REVISION DATE APCITY a� ; e ©F C. CITY OF RANCHO CUCAI ONGA PLANS PREPARED BY: BASE LINE ROAD D WEST OF VICTORIA PARK LANE TO W/O 1-15 APPROVED BY.' DATE'. CONSULTING CIVIL ENGINEERS CITY ENGINEER '��R.C.E. N0 22367 17821 E. 17th. STREET DESIGN RECOMMENDED TUSTIN, CALIF. 92680 (714) 832 - 4707 DRAWN SHEET e 1 OF 10 CHECKED L L 15308 DRAWING NO. PROJECT ENGINEER A.C.E. No. 1530E DATE -N. W. T. R.C.E. NO DATE FILE NO 1057 0 PROPOSED + FREEWAY HIGHLAND- IGHLAND EGEND AVE. i ICS p 23rd. ST. �- STREET PLAN v # Q W Q STORM DRAIN PLAN p V I z STRIPING PLAN D � IY Z SUMMIT AVE. #�- DETOUR PLAN z1z Ct Lu cc- SIGNAL PLAN I � J( K m AR <� a U. Q � VICTO IA.,_ o � z VICTORIA Z 3 uF-i II PHASE I VICINITY N. T. S. rl UTILITY NOTES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, BUT NO GUARANTEE IS MADE THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR NOT SHOWN. 2. PRIOR TO EXCAVATION CALL UNDERGROUND SERVICE ALERT. TELEPHONE NO. (800) 422-4133. 3. THE CONTRACTOR SHALL CALL THE FOLLOWING UTILITY COMPANIES 48 HOURS PRIOR TO THE START OF CONSTRUCTION GENERAL TELEPHONE CO. (714) 983-1811 CUCAMONGA CO. WATER DISTRICT (714) 987-2591 SOUTHERN CALIFORNIA GAS CO. (714) 798-7711 SOUTHERN CALIFORNIA EDISON CO. (714) 986-5861 SAN GAB. VALLEY MUN. WATER DIST. (818) 969-7911 WILLIAMS TELECOMMUNICATIONS CO.- (714) 947-9441 THE PRIME CONTRACTOR SHALL HAVE A VALID STATE OF CALIFORNIA CLASS 'A' CONTRACTORS' LICENSE. few. 0 BAS&L/Az IPO. � ET/41AN0.4 AV,-.(.STAY/P/t/G n 15308 z� Z 5/G�t//�c/G) 5HJ'S 2.3, 24 e 16 PY MAPOI-e f1.16'1A1&1ffiA/G. F�p 3/31/93 �; DESCRIPTION OF REVISION DATE APCITY a� ; e ©F C. CITY OF RANCHO CUCAI ONGA PLANS PREPARED BY: BASE LINE ROAD D WEST OF VICTORIA PARK LANE TO W/O 1-15 APPROVED BY.' DATE'. CONSULTING CIVIL ENGINEERS CITY ENGINEER '��R.C.E. N0 22367 17821 E. 17th. STREET DESIGN RECOMMENDED TUSTIN, CALIF. 92680 (714) 832 - 4707 DRAWN SHEET e 1 OF 10 CHECKED L L 15308 DRAWING NO. PROJECT ENGINEER A.C.E. No. 1530E DATE -N. W. T. R.C.E. NO DATE FILE NO 1057 PROPOSED + FREEWAY HIGHLAND- IGHLAND 30 AVE. I \ �4--� -- I I � J( K m AR <� a � VICTO IA.,_ P VICTORIA ST. II PHASE I < 28 32 29 33 30 34 0 3J 24 25 4i S. P. R.R. Q �� I SOUTH RD. D 8 9 S. P R.R. F� WI Z 0 1! \\ < < z BASELINE mrn � " 0 VICTOR► 21 LOOP J 2 j5 !!o a: a a l a 37 L"�' I Project 2� 17 Q 3 Q i i Locat � 3I W W o o n 15 MILLER ST. AVE ,�`� � j VICINITY N. T. S. rl UTILITY NOTES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, BUT NO GUARANTEE IS MADE THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR NOT SHOWN. 2. PRIOR TO EXCAVATION CALL UNDERGROUND SERVICE ALERT. TELEPHONE NO. (800) 422-4133. 3. THE CONTRACTOR SHALL CALL THE FOLLOWING UTILITY COMPANIES 48 HOURS PRIOR TO THE START OF CONSTRUCTION GENERAL TELEPHONE CO. (714) 983-1811 CUCAMONGA CO. WATER DISTRICT (714) 987-2591 SOUTHERN CALIFORNIA GAS CO. (714) 798-7711 SOUTHERN CALIFORNIA EDISON CO. (714) 986-5861 SAN GAB. VALLEY MUN. WATER DIST. (818) 969-7911 WILLIAMS TELECOMMUNICATIONS CO.- (714) 947-9441 THE PRIME CONTRACTOR SHALL HAVE A VALID STATE OF CALIFORNIA CLASS 'A' CONTRACTORS' LICENSE. few. 0 BAS&L/Az IPO. � ET/41AN0.4 AV,-.(.STAY/P/t/G n 15308 z� Z 5/G�t//�c/G) 5HJ'S 2.3, 24 e 16 PY MAPOI-e f1.16'1A1&1ffiA/G. F�p 3/31/93 �; DESCRIPTION OF REVISION DATE APCITY a� ; e ©F C. CITY OF RANCHO CUCAI ONGA PLANS PREPARED BY: BASE LINE ROAD D WEST OF VICTORIA PARK LANE TO W/O 1-15 APPROVED BY.' DATE'. CONSULTING CIVIL ENGINEERS CITY ENGINEER '��R.C.E. N0 22367 17821 E. 17th. STREET DESIGN RECOMMENDED TUSTIN, CALIF. 92680 (714) 832 - 4707 DRAWN SHEET e 1 OF 10 CHECKED L L 15308 DRAWING NO. PROJECT ENGINEER A.C.E. No. 1530E DATE -N. W. T. R.C.E. NO DATE FILE NO 1057 5►9' I 51' 9' CONSTRUCTION NOTES VARIES VAR. 2' VARIES 2' 14' TO 19' 1'-8' 26' TO 49' 1 1 PROTECT 1N PLACE 2 3 EXIST. F.S. 6 cc 3 �2 -- SAWCUT AND JOIN VARA 2i —� 3 REMOVE TREE AND/OR TREE STUMP `` 6 � 2 EXIST. F.S. JOIN 10 2 1 MAX. WI �— 2 ° JOIN G)_ TO BE RELOCATED /ADJUSTED BY AFFECTED UTILITY COMPANY JOIN 13 In QI EXIST 4- 5 RELOCATE BEHIND PROPOSED E.P./R/W AS DIRECTED BY CITY ENGINEER �JI EXCAVATE AND GRADE PER TYPICAL SECTIONS 7 NOTE: SAWCUT 8 JOIN i' FU T. C.8 G.� I ? 13 \ O 6A REMOVE AND DISPOSE NORTH of SOUTH E, P. U EXIST. FG. 7a-- CONSTR. 8" P.C.C. CURB 8 GUTTER PER STD. 303 FUTURE C.8 G. 8 CONSTR. 8" P.C.C. CURB PER STD. 301 TYPICAL SECTION \`EXIST. F.G. j TYPICAL SECTION 9 CONSTR. 1:5 MEDIAN FLARE PER STD. 314 + T 1 + 17+ T l +1 �- 15 00 0 7 50 \ 50 0 9 1.92 !0 CONSTR. COBBLE CURB AND GUTTER PER STD. 307 rl 12 CONSTR. 8" A.C. BERM PER STD. 313 —` JOIN EXIST. !3 FURNISH AND PLACE 5" A.C. OVER 6" A.B. 13' 47' 51' 9' 13' 47' 47' 13' sn/4 FURNISH AND PLACE 4" A.C. DRIVEWAY TRANSITION VARIES 50' TO 60' 7' 26' 2' IO' r5 FURNISH AND PLACE VARIABLE THICKNESS A.C. OVERLAY VARIES 40' TO 49' 2' I 3' 4' !6 COLD PLANE EXIST. PAVEMENT PER DETAIL ON SHEET NO. 5 10' 4' VARIES 3 17 ADJUST WATER VALVE COVER TO GRADE 26' TO 35' 3 ct 8 6 !8 FURNISH AND PLACE 22" X 13" C.S.P.A., 12 GA., ASPHALT LINED 8 COATED -31: �i ! ►% 8 6:1 MAXj-a-: 19 FURNISH AND PLACE 29" X 18" C.S.P.A., 12 GA�, ASPHALT LINED 8 COATED N, 8 8 8.8 1 MIN. ct u 2 20 FURNISH AND PLACE C.S.P. DROP INLET PER DETAIL 'C', SHT. N0. 5 2 ' 6 6 �I — 2j WI 21 DELETED ct 1.5 ° 1 .. x —�, I /0 wl 6 �,� Q 22 REMOVE AND RECONSTRUCT 4 P.C.C. WALK PER DETAIL'D',SHT. N0. 6 wl EXIST. F.S. 13 II 6 �L EXIST. F.S. 13 II ;3 3��--- CONSTR. P.C.C. STEPS PER DETAIL 'D',SHT. N0. 6 EXIST. C. a G. �J) -i 4 CONSTR. BARRICADE PER STD. 404 SEE FUTURE I I� SEE DETAIL A EXIST. C. a G. DETAIL A C. a G. �—I SHEET No. 5 0 25 ADJUST SEWER MANHOLE COVER TO GRADE LJ SHEET NO.5 13 13 CONSTR. DOUBLE 5'- 0 W X 2'- 0 H R.C.B. PER SEC.A SHEET NO. 20 TYPICAL SECTION 551 MAIN.' TYPICAL SECTION FUTURE C.8 G. �7 -- CONSTR. P.C.C. HEADWALL PER DETAIL 'E' SHT. N0. 6 @40' DELETED 20+36 TO 22+85 JOIN EXIST. 27+24 TO 28+23 1 PROP. R /W 4! FURNISH AND PLACE 90" R.C.P. 42 FURNISH AND PLACE 78" R.C.P. 3 FURNISH AND PLACE 60" R.C.P. FURNISH AND PLACE 54" R.C.P. 13' 47' VARIES 50.43' TO 51' VAR. I 13 47' 47 13 a-- FURNISH AND PLACE 48" R.C.P. 50' 9 57 i *28+23 TO 29+13 2' *' 7' 26' 2' IO 46 FURNISH AND PLACE 30"R.C.P. 22+85 TO 24+05 VARIES 39 TO 40 VARIES 3 TO 7, N , 1 47 FURNISH AND PLACE 42" R.C.P. 3 VARIES 10' S TO r0' N. VAR. �t VARIES 26' 2' 3 3 YYP 36" R.C.P. To 16' I4' TO 13' �I ct 2 ( 3 48 FURNISH AND PLACE 36 R.C.P. VARIES TO 24+O c 49 FURNISH AND PLACE 24 R.C.P. VARIES 10' N TO 1 EXIST F.S. 6 6 6 I � ., 9.33' N. 3 JOIN 50 FURNISH AND PLACE 18 R.C.P. t-:6 a N.28+23 TO 29+50 2% , EXIST. cn 1% ?� �O vel o �� \ 51 CONSTR. 8'- 6" W X 4'- 0" H-R.C.B. PER SEC. A SHEET NO. 19 w ! `� a WI ExlST. Q 52 CONSTR. T.S. NO. I PER L.A.C.F.C.D. STD. 2-D 235 C.a G.1'�I� i 2 6 _ '�� ► ( / 8 �JI JI CONSTR. M.H. TYPE A PER CITY STD. 510 EXIST. F.S. 8 ��� 13 SEE DETAIL A I I 3 OI 54 CONSTR. M.H. TYPE B PER CITY STD. 511 EXIST. C.a G. 13 SEE f- EXIST. F.S. f3 SHEET N0.5 13 � (�O— CONSTR. J.S. TYPE A PER CITY STD. 508 DETAIL A �I 29+50 TO 30+02 SHEET N0.5 13 J I FUTURE C. a G. CONSTR. J.S. NO. 4 PER L.A. C.F. C.O. STD. 2-D 193 TYPICAL SECTION CL TYPICAL SECTION FUTURE — @__ CONSTR. CATCH BASIN NO. 1. W = 7' PER CITY STD. 502 6 C.a G. 28+23 TO 30+02 58 CONSTR. CATCH BASIN NO. 1, W _ 2!' PER CITY STD. 502 22+85 TO 24+50 2:1 MAX. 59 CONSTR. CATCH BASIN NO. 1. W = 28' PER CITY STD. 502 1 3.5:1 MIN. 60 CONSTR. CATCH BASIN NO. 2, W = 13.29' PER CITY STD. 503 JOIN EXIST. 61 CONSTR. P.C.C. LOCAL DEPRESSION PER CITY STD. 518 PROP. R/W 62 CONSTR. P.C.C. COLLAR PER L.A.C.F.C.O. STD. 2-0 393 13' 47 VARIES 50.43' TO 47.8x' VARIES 13' 47' 47' 13' a— CONSTR. 8" BRICK AND MORTAR PLUG VARIES ;�* 50' 9'S2 14Q 3� 2' 26' 7' 7' 26' 2' 64 CONSTR. CATCH BASIN No. 3, W= 21' PER L.A.C.FC.D. STD. 2-0163, MODIFIED PER DETAILS ON SHT. 2'. 31 26.67' TO 30' 2' * VA RIES 2' I .+3 cr. ' �_ *it _ 3I 65 FURNISH AND PLACE PUMP ASSEMBLY PER DETAILS SHT. 17, 2i a 2Z, 39 TO 34.56 3 66 SUPPORT 48" WATER MAIN PER DETAILS ON SHEET 35 1-1 � � 3 8 8 � 8 8 I c �Lu JOIN 6 0 3 67 DELETED 1% 6 W �Q EXIST. 6 gRIEs c S 15 I goo., \ Q �� 15%T0 2� 1 JOIN W 68 CONSTR. P.C.C. SIDEWALK RETURN 8 WHEELCHAIR RAMP PER CITY STD. 310 VgRIE\ i — �i �� I c wl 1 5%Tp 2% 2 W j 69 FURNISH a PLACE 6' CHAIN LINK FENCE PER CALTRANS STD. FIO I I J 6 16 �I O ' 2:1 I� �I EXIST. F.S. � 13 �J) SEE DETAIL A I a 13 6 SEE DETAIL A 13 EXIST. C. a G. 2'n FUTURE C. a G. SHEET NO. 5 _ LJ SHEET NO.5 L o k 13 6 3 W FUTURE C. a G. TYPICAL SECTION FUTURE C. 8 VARIES,: xTYPICAL SECTION *24+50 TO 25+53 _ (fit) COntsTR. STREET IMP. PER 6(1EET5 t tz PL.4unccni-7) SHEETS 39040 TffEsE PlRNs VARIES 13' S TO 3'N 24+50 TO 26+52 GRADE DITCH PER 30 + 02 TO 31 + 93.99 **50' 30 + 02 TO 30 + 73 101 CONSTRUCT 3" A.C. ON NATIVE. 25+53 TO 26.52 AT 3'N 3.5:1 MAX. DETAIL 'B', SHT. NO.5 43'30 + 73 To 31+93.99 102 FURNISH AND INSTALL CAP PER **24+50 TO 26+05 4:1 MIN. 030+ 02 TO 30+ 26 DETAIL C -I SHEET 5 CONSTRUCTION NOTES ADDED PER REVISIONS VARIES 9.33' N TO 7' N VARIES 40' TO 26' ©CONSTRUCTION NO, 5 a 20 26+05 To 26+42.01 AT 7'N DESCRIPTION OF REVISION DATE i LEGEND A.C. /A.B. A.C. OVERLAY TO 0 0 LAJ No. 15308 Exp 3/3193 7♦ EXIST. EXIST 60' 60' F G . 60' 60' 60' 60' F. G. VARIES VARIES 47' TO 49' VARIES 47' TO 49' VARIES VARIES VARIES 49' TO 47' VARIES 49' TO 47' VARIES 47' 47' / 13' TO ll' VARIES 36.26' TO 40.71' VARIES 33' TO 38' 13' To ll' 11 TO 13' VARIES 38' TO 33' VARIES 40.43' TO 35.98' 11' TO 13' VARIES 44' TO 44.85' VARIES 44.5' TO 45' 2' VARIES 29.26' To 32.13' VARIES VARIES 26' 2' 2' 26' VARIES VARIES VARIES 30.30' TO 28.98' 2' 3' 4' VARIES 37.5' To 38' 7' TO 7' TO 12' 12' TO 7' 110.13'TO 25' 25' 3 8.58' I 7 JOIN s 3 e 8 EXIST. \I 6 6 \ W I Z tuI 3i 1 1-- Is.. x Q 2y 2%G Ck: I 6 \ JOIN EXIST. W EXIST. i JOIN n TEXIST �� e j 33 + 16 TO 8 F. G. j EXfST.�(II F. S. 2:I 8 34 + 15 I� ° \ 6 \ 5 8 2 q 0 EXIST. x 2° 3 1 tn1 0 MqX SEE DETAIL 'A' I _ I F S. 'I * i. I /° Spy 15 RIES 6 J 13 SHEET N0.5 13 12 •1` I3 2.50 y 5AI MAX J 3 SEE DETAIL 'A' 4I z 2� rt VARIES I II ` 13 `'I SHEET NO. FUTURE YFUTURE I �' 6 I 2:1 MAX uj I x1r, JG10'•C 8 G SEE DETAIL 'B' TYPICAL SECTION o 8 G Iq 13 12WI SHEET NO.5 5:r zITURE I ( EXIST. 4+26 TO6+28 6A I FUTURE 11 6 C 8 G EXIST. „� N EXIST. BERM I F. S. J �I ( C 8 G 33 + 40 TO 34 + 15 SEE DETAIL 'A' EXIST. 6 EXIST. 2:1 TYPICAL SECTION 5:1 ,�•G• SHEET NO.5 F. G. F. G. I JOIN 13 + 68 TO 15 + 68 TORE FUTUR ab C 8 G JOIN EXIST. C EXIST. SEE DETAIL 'B' * CONSTR. A.C. BERM 33 +16 TO 33 + 40 TYPICAL SECTION SHEET NO.5 EXIST. A.C. BERM 33 + 40 TO 34 +15 33 + 16 TO 34 +15 60' 60' 60' 60' 60' 11 60' IV 49' 49' 11' 13' 47' 47' 13' 47' 47' EXIST. VARIES 40.71' TO 43.37' 38' 2' 33' 33' 3 45' F. G. 2' VARIES 32.13' TO 33.84' VARIES VAR VARIES 26' TO 38' 2' 3 3' 4' 26' 2• EXIST. IES 47.85' TO 43.66' ** VARIES 38' TO 48' 2' 8. !2' Q 25' 25' 3 TO JOIN 6 9.53' p� Q EXIST. s e e ?� \ 1, I 1, �1 EXIST 8 1 8 / F.G. Iq, 6 -'I z j JOIN �/ r EXIST. A.C. 8 e ~ EXIST. s s I %_ M VARIES 1.6% 6 � I� _ /� 15 � JOIN X 2:1 T 7EXIS I I 3 2 50y° ��- EXIST. '' 2 EXIST. f 50' 3 (j F. S 6 Nl 0: II 1 13 F. S. 13ct W �� I I EXIST. 5:1 1 1 i ���y JOIN EXI ERM s I � 3 FUTURE 13 F.S. 13 LJ FUTURE 1--I ( x* V FROM 7'S. OF � SEE DETAIL 'A' SHEET N0.5 I � I I �� CaG C 8 G "FUTURE J SEE DETAIL 'A' 1�-FUTURE WI I SEE DETAIL 'A' \ W C 8GD VARIES FROM 3' S. OF t TYPICAL SECTION jI 13 SHEET N0.5 13 L I C a G QI 2:1 2:1 SHEET N0.5 JOIN \ ' I TO 7'N. OF FUTURE J + + 34 15 TO 36 15 � 8 G Exrsr. ' FUTURE EXIST. EXIST. F. G. C UR 2:I MAX 5:1 E= f l SEE DETAIL 'B' TYPICAL SECTION TYPICAL SECTION USE THIS SECTION FOR F. G. 60' 60' SHEET NO.5 6 JOIN EE DETAIL '8' 19+45 TO 20+04 EXCEPT 47' 47' ' 6 + 28 TO 7 + 48 EXIST. SHEET NO.5 17 + 36 TO 17 + 95 AS MODIFIED ON DETAIL VARIES 43.66' TO 52' 45' SHOWN ON SHEET 4 F. GIST. \ 19 + 45 TO 2004 04 2' 25' 25' 2' 5' 3 60' 60' 60' 60' EXIST. 1!' 49' 49' 1f' 13' 47' 47' 13' 8 z EXIST. EXIST F. G. VARIES 43.37' TO 47' 3 EXIST 33' 33' I /.5 xI 2' VARIES 33.84' To 36' VARIES 7 + 48 To + 8517' = 38' 2' � F.G. JOIN 2 26' 7' 7' 26' 2' 3��° �; W' JOIN 9.53' TO !I' 8+85.17' TO 9+30.17' VARIES 38' TO 47' FW- EXIST \ 3� 2.50% 2. o EXIST. 1 6 \ W ct \ '/ 13 s 13 `= s EXIST. J \�' 15 15 1 EXIST. �I _ I I 6 F, • �� JOIN F=I ( EXIST. � \ I z 6 EXIST. j co EXIST. F.S. � a G tAi F. G. 12 * 6 \ e & 13 ` W A. FUTURE SEE DETAIL 'A' SHEET NO. 5 Q � 8 6 JOIN EXIST. \ 5:1 x VARIES 8 EXIST.F.G. W 13 `� \ C 8 G I.6•/° TO 125yv 112 -*x (� EF.G r JOIN JOIN EXIST. z _ EXIST. TYPICAL SECTION E.P. 6 52' II 5:1 � - 3 t`I I� 5- --t 36+ 15 TO 37 + 04 II ctk i SEE DETAIL 'A' I I "'NI( �) 4,x SHEET NO.5 0\FUT-URE / SEE DETAIL 'A' 1\4FUTURE I ? FUTUR SEE PLANS 8 DITCH _ FUTURE 13 13 DETAILS FOR SPECIFIC Jolty EXIST. C 8 G C 8 G 2:1 MAX SHEET NO.5 �jC 8 G C 8 G DITCH TYPE -X*-f BERM 19 + 60 To 21+ 73.05 NOTES: 7 + 48 TO 8 + 50 = 2i° ( 1. LOCATIONS NOT REPRESENTED BY TYPICAL SECTION ARE SEE DETAIL '8', SHEET N0.5 8 . 50 To 9 + 30.17 = 2:r Exrsr. F.G. IN TRANSITION FROM ONE SECTION TO THE NEXT. 2%VARIES 2TO 2.04%JOIN f FEN E TYPICAL SECTION TYPICAL SECTION 11 NOTE: 2. SEE CROSS SECTIONS FOR EXACT LOCATIONS TO JOIN BERM 8 + 00 TO 9 + 10.83 21 +28.60 TO 25+ 00 SEE SHEET 4 FOR TYPICAL EXISTING GROUND AT ALL LOCATIONS. 7 + 48 TO 8 + 50: VARIES 1.6% TO 1.25% 7+48 TO 9 + 10.83 NORTH SIDE SECTIONS BEYOND STA.25+00 CONSTRUCTION NOTES 8 + 50 To 9 + 29.83:1.25% 7+48 TO 9 + 30.17 SOUTH SIDE � 66 EXCAVATE AND GRADE PER TYPICAL SECTIONS 60' 1 60' 60' 4 60' 6A REMOVE AND DISPOSE EXIST. !1' 49' 49' hl' 47' 47' a-- CONSTR. 8" P.C.C. CURB PER STD. 301 F. G. WITH 11 FURNISH AND PLACE 3" A.C. FOR DITCH PAVING 11 + 12.83 TO I2 + 48 = 38' VARIES 47' To 43.09' EXIST. 33' 33' JOIN BERM 3 12 CONSTR. 8" A.C. BERM PER STD. 313 EXIST. ONLY 10 + 57.83 To 11 + 12.83 VARIES 49' TO 38' 8' 14'1 VARIES 35' To 31.09' 2' 7' 7' 26' 3 13 FURNISH AND PLACE 5" A.C. OVER 6" A.B. JOIN EXIST.CITY 2 r2 s I QI 2 13 20 *4 2' ct DESCRIPTION OF REVISION DATE APPROVED. ° 1% 8 A 6 6 5 •i. To 8 CITY OF RANCHO CUCAMONGA VAR 1.25% 2 �x R 2:1 13 2y° 15 j 6 � EXIST 3 ° I� I F.S. TYPICAL SECTIONS I 6 5:1 ( I x f3 BASELINE ROAD FUTURE J 18 EXIST. F.S. .� I r I EE DETAIL C 8 G SEE DETAIL 'A' 13 Li SHT. NO.5 5'1 I I STATION 4 + 28 TO 25+OO 11 SHEET NO.5 \ VARIES 2:1 MAX. L _ 3 2:1 2:1 FUTUR 6 I 3I FUTURE SEE DITCH DET 'B' FUTURE �I C 8 G I APPROVED BY' DATE: 8 DITCH 11 + 30 EXIST. I1 SHT. N0.5 13 s C 8 G R FESSIQNq l CITY ENGINEER R.C.E. NO. 22397 u� TO 12 + 48, SEE DETAIL 'B' F.G. Lu TYPICAL SECTION N ��``���' nAlh-'- � DESIGN PLANS PREPARED BY: RECOMMENDED SHEET N0.5 TYPICAL SECTION JOIN IqNO MEDIAN 8S, 27 + 58,83 TO 28+00 Ext (W�z 10 + 57.83 TO 12 + 48 NORTH SIDE EXIST. _ PLACE OVER A. B. I�� No. 15308 �v E- *BERM !0 57.83 TO 1I + 25 F' 28+ 00 TO 32 + 15 E Exp 3-31-93 +� DRAWN SHEET 10 + 72.17 TO 12 + 48 SOUTH SIDE� �f* VA RIES 0 TO 6 �� F. G. �vARrEs s' To o' �t c1v�� ��� r w@J.-R3 QD OF CA``�O� ONSULTIN ENGINEERS OF \ CHECKED R.C.E. NO 15308 DRAWING N0. T1-357 s FILE NO /357 EXIST. F. G. JOIN f R/W 1 EXIST. F. G. JOIN f R/W EXIST. F. G. JOIN f R/W 40' 40' VARIES 17' TO 8' VARIES 23' TO 32' VARIES 23' TO 32' VARIES 17' TO 8' EXIST F. G. TYPICAL SECTION 3+33TO4+63 VARIES 50' TO 49' VARIES 50' TO SI' VARIES 18' TO 14' J. VARIES 32' TO 35' VARIES 32' TO 37' VARIES 18' TO 14' _ 23' — — 23' I 3I �. JOIN f R/W 3� TYPICAL SECTION 4+63 TO6+63 11'ei( AL StG I IUIV 6+63 TO9+16 .1 56' tr 44' 21' 1 35' 1 _ 23' _ 1_ 21' JOINER 10+84 TO 12+44.14 VARIES 56' TO 44' 44' 21' VARIES 35' TO 23' 1 23' 1 21' XIST. F. G. VfR1W JOIN f R /W EXIST. F. G. TYPICAL SECTION 12+44.14 TO 13+34.14 DE TA IL 19+45 TO 20+04 r 2 33' 33' r** 3. �E VAR. 12. - TO I �F VARIES VARIES * VAR. I' 20.5' TO 32 24' TO 32' 667 1 SIO TO 400'N10 BASELINE ROAD CONSTRUCTION NOTES 3' APPROVED BY: DATE: 111ZL Q".Q�pFIs-sl 10 �"ell CITY ENGINEER RCE NO. 22397 6 EXCAVATE AND GRADE PER TYPICAL SECTIONS .cc PAYS �FPg4CD (:',: RECOMMENDED m No. 15308 BO--- CONSTR. 8" P.C.C. CURB PER STD. 301 a 10 CONSTR. COBBLE CURB AND GUTTER PER STD. 307 R DRAWN SHEET J' CIVI � l,9lf /2 CONSTR. 8" A.C. BERM PER STD. 313 � 4 OF CA��� 13 FURNISH AND PLACE 5" A. C. OVER 6" A.B. J CHECKED DRAWING NO Lu �7�--- CONSTR. 8" P.C.C. CURB 8 GUTTER PER STD. 303 N. WT DATE Sr FILE NO VARIE FURNISH 8 PLACE 3" A.C. DITCH PAVEMENT 630 n ' 2O— SAWCUT 8 JOIN OIN f R/W I3� 47' 47� 13' EXIST. EXIST. FS 2� 33' 33' 2� 13 3 EXIST. F.S. 3 ct U 1ui 4920 tu W Q 2.0%� 1.63% % VAR. ° TO Q NOTE: PAVEOUT CROSSFALL C LL 5:1 TO MATCH EXISTING 13 �— FUTUR Cb1G It 24 JOIN EXIST. SEE DITCH DETA IL 'B� JOIN@ SHEET No. 5 FENCE BASELINE ROAD TYPICA L SECTION 25+00 TO 26+50 NORTH SIDE 25+00 TO 27+50 SOUTH SIDE L 13' .L 47' .L 47� �I. 13� r 2 33' 33' r** 3. �E VAR. 12. - TO I �F VARIES VARIES * VAR. I' 20.5' TO 32 24' TO 32' BASELINE ROAD a 4i co x W TYPICAL SECTION 26+50 TO 30+00 NORTH SIDE 27+50 TO 29+75 SOUTH SIDE 9'T01a 667 1 SIO TO 400'N10 BASELINE ROAD q 3' APPROVED BY: DATE: 111ZL Q".Q�pFIs-sl 10 �"ell CITY ENGINEER RCE NO. 22397 .cc PAYS �FPg4CD (:',: RECOMMENDED m No. 15308 a W R DRAWN SHEET J' CIVI � l,9lf W � 4 OF CA��� cc � J CHECKED DRAWING NO Lu V'gR�FS N. WT DATE Sr FILE NO VARIE 630 n ' 2:1 MA ��'9 2 \ EXIST. EXIST. FS 13 \ II JOIN EXIST. � �—FUTURE Cb1G 2 NOTE: PAVEOUT CROSSFALL C TO MATCH EXISTING BASELINE ROAD a 4i co x W TYPICAL SECTION 26+50 TO 30+00 NORTH SIDE 27+50 TO 29+75 SOUTH SIDE 9'T01a DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA NOTES AND TYPICAL SECTIONS BASELINE ROAD I ETIW,4NDA AVENUE 667 1 SIO TO 400'N10 BASELINE ROAD q 3' APPROVED BY: DATE: 111ZL Q".Q�pFIs-sl 10 �"ell CITY ENGINEER RCE NO. 22397 .cc PAYS �FPg4CD (:',: RECOMMENDED m No. 15308 U R DRAWN SHEET J' CIVI � l,9lf W � 4 OF CA��� cc � J CHECKED DRAWING NO R.C.E. NO (5306 N. WT DATE Sr FILE NO LL n ' 5=r rJ� I II \J JOIN \ EXIST. DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA NOTES AND TYPICAL SECTIONS BASELINE ROAD I ETIW,4NDA AVENUE 667 1 SIO TO 400'N10 BASELINE ROAD q APPROVED BY: DATE: 111ZL Q".Q�pFIs-sl 10 �"ell CITY ENGINEER RCE NO. 22397 DESIGN PAYS �FPg4CD (:',: RECOMMENDED m No. 15308 * Eav3_31-93 7F DRAWN SHEET J' CIVI � l,9lf T W 4 OF CA��� C SULTING C VI L GINEERS OF CHECKED DRAWING NO R.C.E. NO (5306 N. WT DATE Sr FILE NO 1357 A.C. EDGE DETAIL 2" TYP. e e I PROP. MEDIAN CURB PROP. MEDIAN CURB 6 BACKFILL WITH SELECT MATERIAL ENCOUNTERED DURING ROADWAY EXCAVATION. I SEE SEC. 300-2.7 STD. SPECS. 1 IMPORTED TOP SOIL ALSO ACCEPTABLE. 561 -ID EXIST. PVMT MA'TGRIAI- c. a -r.- R_ THAM SBASE cIFP-r4AbuE 14' 1s un/Ac- i Ll REMOVE EXIST. SCARIFY STRUCTURAL 6" MIN. �'- SECTION DETAIL 'A' MEDIAN EXCAVATION AND BACKFILL N. T. S. SEE EDGE DETAIL ABOVE t0.50' 49.50' TO t JOIN EXIST. EXIST. F.G. 2' VA RIS VARIES 6 2:1 STRUCTURAL 3 i SECTION cc Q i F- JOIN EXIST. 6 o k _ VA R. =/N i °p 2:1 MAX. EXIS . F.G. I tD � rl F L ER PLAN TYPE I 4+28TO8+00NOR HSWE 30 + 02 TO 32 + 93.99 NO TH SIDE (W/O ET I WANDA AVE. SEE EDGE DETAIL ABOVE VARIES 7,50• A VARIES OIN EXIST. EXIST. VARIES 2 O( ARIES 30 " 00 TO 32+50 -F.G. ' 6 2. 3 x I W Q VARIE i I= FENCE k 1 6 i II W o x ct Q JOIN ST. :w f I I 9L MIN. VARIES F.L. PER •75:1 MAX. ST. F.G. PLANS TYPE = 24 + 05 TO 28+00 NORTH SIDE JOIN EXIST. A.C. F. S. STRUCTURAL SECTION N.T.S. I 1 SEE EDGE DIET IL ABOVE 10.50' 49.50' Td "VAR EXIST. 2' TEXIS T. F. G. 2:l Ix Q I II Ll VA R. PLANS PREPARED BY: 2:1 MAX. F.L. ER DRAWN PLANS ' `01lVti T YPE U CONS TING Cl IL INEERS 8+00TO9+10.8" VARIES 000- 8" A BERM STRUCTURAL SECTION , 'URAL N !1 + 30 TO 22 + 90 NORTtVIDE DETAIL OB'_ CONSTRUCTION NOTES DITCH GRADING N.T.S. Ell 15 f6 \-�_ COLD PLANE AT LOCATIONS SHOWN ON. PLANS COLD PLANING DETAIL - N. T. S. rPROTECT IN PLACE EXCAVATE AND GRADE PER TYPICAL SECTIONS 12 CONSTR. 8" A.C, BERM PER STD. 313 15 FURNISH AND PLACE VARIABLE THICKNESS A.C. OVERLAY 16 COLD PLANE EXIST. PAVEMENT PER DETAIL HEREON. 20 FURNISH AND PLACE C.S.P. DROP INLET PER DETAIL 'C', HEREON. C2)1—��—DELETED 8a— VARIES 1-1/2" MIN CONSTR. 8" P.C.C. CURB PER STD. 301 1! FURNISH 8 PLACE 3" A.C. DITCH PVMT. 101 CONSTRUCT 3" A.C. ON NATIVE. t 4' JOIN EXIST. 2:! 12 \��Il SEE A.C. BERM DETAIL SHEET 20 51 [U f.75' 1 1.75' 0 DETAIL 'C' C.S.P. DROP INLET 8.75' 5' I I INLET PER SEC. A -A 8 DETAIL 'C-1' I 101 1" C.S.P. PER C. 'a -o' ks SECTION 'A—A' N. T. S. O 12 ♦ 101 PROTECTION BAR N �s Mqk I ♦ I TOP s. PLATE 20 SEE A.C. BERM DETAIL SHEET 20 N. T. S. 33' Tot 1/2" 0 STEEL BARS, WELD TO PROTECTION BAR AT 6" O.C. AND 2' TO BAND AT 120• (3 LOCATIONS 1. BEND STEEL PLATE AND WELD.— �D iENTIRE GRATE ASSEMBLY TO BE 2% GALVANIZED AFTER FABRICATION. STRUCTURAL SECTION 12 ti� 0 wp•'i 101 ND r SEE A.C. BERM DETAIL SHEET 20 11288.14 APPROVED BY: 'I c DATE: (, CITY ENGINEER - i'`'G`" — RC.E NO. 22397 DESIGN PLANS PREPARED BY: RECOMMENDED DRAWN SHEET ' `01lVti / 20 CONS TING Cl IL INEERS OF / - 42" R.C.P., 1500 D 2 1282.24 SEE C.P. PROFILE INV. 17 - B SHT. NO. 21 S = 0.1473 42" C.S.P., 14 GA. 3 PIECE, 2 WELD 90• ELBOW e •' T a P.C.C. COLLAR Q SECTION 'B—B' N. T. S. 114" X 3" STEEL BAND, BEND 2" FLANGE AT ENDS, BOLT WITH 5/8" X 6" GALVANIZED MACHINE BOLT. 112" 1 STEEL IPROTECTION BAR i I DETAIL 'C -I' N. T, S. 114" X 6" DIA. STEEL TOP PLATE 0 REVISED STRUCTURE INLET DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA MISCELLANEOUS DETAILS BASELINE ROAD QROEESSlpNq� o Tn Rk fl �y J, =? O O_CrIl _ Nn, 15308 4C lu,3-31-93 * APPROVED BY: 'I c DATE: (, CITY ENGINEER - i'`'G`" — RC.E NO. 22397 DESIGN PLANS PREPARED BY: RECOMMENDED DRAWN SHEET ' `01lVti T• W• CONS TING Cl IL INEERS OF CHECKED N. W. T. DRAWING NO �-357 OF C�, ,E R.0 E. NO 15308 DATE ✓r FILE NO "o\ It, O NORMAL 3 � D � s hi �o h O1 29" X 18-- 8"CSPA CSPA X I1 ULTIMATE R/W 01 I REMOVE I I 8 RECONSTR. 4' P.C.C. WALK 9\ 4.5' �9 A GRADE TO JOIN x x GRADE TO JOIN 9rL. pw B 22 9w�• `9� � l 29 X 18 CSPA i BEG. A.0 Fi� BERM .6_ 33' TO MAIL BOX mim 10 A. C. BERM 69 2 01 o 23 6 -- O - 0---ti— F-- 41 6 ( QD W EXIST./PROP. Q 8 cr ; I R/W cc c� P Epp 0. E. P. o��' C•g• I A Zp ,` 'h F 0�6 �p I �hl��` 6A 9 I � `92 9ro x x x x x x 0 x—/ DETAIL 'D' 5 MAIL BOXES N. T. S. 69 SECTION 'A -A' N. T. S. A.C. BERM 5' '/:1 VAR• 5:1 ?0 C GRADE 1 WW U2 2— W -j W 3'- 6" 2' 2'-0" 1 V-6" X13 y y. _J w it 292 �Z9�e0 �9Z9 22 r EXIST. STEPS 23 �.. 6" QO 2" +r 4 BAR ' CLR. _ L6- 3" 3 2- 6 _ 3.50' J _ 2' _ 3' 3„ 3" ( q, ' 29gg" X leCSPA 29" X 18" —_ — CSPA <c" -9 'L'0 i i � M W REMOVE 8 RECONSTRUCT c I 4" P.C.C. WALK Q M N SECTION'B-B' N.T.S. DETAIL OF DOUBLE R.C.B. EXTENSION SCALE: I" - 4' 1 /2" CHAMFER 2 * 4 CONT. 2 * 4 CONT. R=2"- 2*4 ❑ 612" 5 0 * 4 812" BOTH WAYS, BOTH FACES 2'-0" CONSTRUCTION NOTES SECTION 'C - C' I PROTECT IN PLACE ( 5RELOCATE BEHIND PROPOSED E.P./R/W AS DIRECTED BY CITY ENGINEER SCALE: I" = 1' - 0" 6 �J EXCAVATE AND GRADE PER TYPICAL SECTIONS 6A REMOVE AND DISPOSE 8 CONSTR. 8" P.C.C. CURB PER STD. 301 i�—FURNISH AND PLACE 24" GROUTED RIP -RAP PER DETAILS 'C' OR 'E', SHT. NO. 5 OR SHOWN HEREON (22 REMOVE AND RECONSTRUCT 4" P.C.C. WALK PER DETAIL 'D', SHOWN HEREON 23 CONSTR. P.C.C. STEPS PER DETAIL 'D', SHOWN HEREON 6 CONSTR. DOUBLE 5' - 0" W X 2' - 0" H R.C.B. PER SEC.A SHEET NO. 21 27 CONSTR. P.C.C. HEADWALL PER DETAIL 'E',SHOWN HEREON 12 CONSTR. 8" A.C. BERM PER STD. 313 f9 FURNISH 8 PLACE 29" x 18" C.S.P.A. 12 GA., ASPHALT LINED 8 COATED 69 FURNISH 8 PLACE CHAIN LINK FENCE PER CALTRANS STD. F10 )UT LINE V -J HEADWALL EXIST. 5' - 0" W X 2' - O" H _SECTION A - A' SCALE: HORIZ.: I" = 4' VERT.: I" - V \ DOUBLE R.C.B. C . T 51-01. NORMAL N 0 5' - 0" NORMAL N v v EXTEND ALL HORIZ. BARS IN BOX 2'- 0" INTO HEADWALL R.8" JR=4" • '�'T- R e 8" SECTION 'D - D' SCALE: I" - 2' QR)UsslON4 ic- 1 z No. 15308 z '° �* Exp 3-3I- 93 ]� CIV1��N �lglf �F CAS% /8� FILE LL EXIST. TO NEW * 4 9 12" BOTH WAYS, BOTH FACES * 4 0 12" BOTH WAYS,' BOTH FACES r 0 °� c 0 OC W a cn ^` . .. N O tp N . , O N CE) _ ,� ct �: c-0 O N 0) ^ O+ N M co M ct MO p O or p N 3 a M O O N it { M - m �? W M - -� - - ... 0M O N N U M + 1300 M 22 + 75 O NEXIST. TC. N/ N o acu f O 40. 1302.08 ci � �i ,24 + 00 q 1300 PROP. T.C. MEDIAN 24 +05 OCAl „� 1300 24+ 50 Go ai CDt!• o 0 °� c 0 NO W a cn T.C. S/S jb 1 O' \ Np NCD --0.40% Md N N a + M M . M MQ �' N M a U) to + M O (gyp M p v ce N 47' -� 21 + 50 13 00 43.5' ... 0M O N N U M QD 1300 M 22 + 75 M o N o acu co O 40. 1302.08 ci Z-1 �i ,24 + 00 N PROP. T.C. MEDIAN 24 +05 40' „� 1300 24+ 50 Go ai - o to 00 co Lu W o .`c 0 °� c 0 NO W a cn T.C. S/S jb 1 O' \ Np V, O N O --0.40% Md I MM N N 0 + M M c� M MQ �' N M a U) to + 19 + 00 48.5' 1301.01 N 47' 1301.16 21 + 50 13 00 43.5' 1301.44 21 + 57 w 1301.48 22 + 00 U M 22+50 4.2' 1301.93 22 + 75 M Al p �d t0 1309.04 O 40. 1302.08 ci o �i ,24 + 00 N PROP. T.C. MEDIAN 24 +05 40' „� 1300 24+ 50 Go ai - o to 00 co Lu W o CURB N a S z o o '� 4uZ y M �F- W) cn 2� 2U pN cn Ocv O MO NM Oo N AM 20 M 2 M W 0, 20 a� M os - O N_ '0 Ki °p 1- rhM ,� cv cZoN N+ _ M+ O O M� CUA OW NM O♦ Ma ni in NO +nM NcV ti� NN N 0O Ilif` 00 O + ►ION MON Moth OM MN M N MIr M� Mm MO Op ON OO MM =M MM MN M MCV N pN 'N MN M MM N M ' `0 6 0 °� c 0 NO VM' 0 cpa M ch N � O t�0 Na T.C. S/S jb 1 O' \ Np V, O N O --0.40% Md I MM \ + Md + +�ti I 0 + M CAU m M MQ �' 4783' M 0. C. 19 + 19 + 00 0 °� c 0 0 U1 O N� FUTURE VM' 0 cpa M ch N � O t�0 Na T.C. S/S jb 1 O' \ Np V, O N O --0.40% Md I MM \ + Md + +�ti I 1300 � Cj GD' co. tf N Cp" Got a N N p 00 Oj O M 0 N O _ + `324.05' O.C. 15 16 17 18 2.00% 00'tp 1 Ot Ci N (1303.52) JOIN M M M N ai v M M Q N O O� ' ' N cy CV CV O U co m I I oW CO 0 + M CAU m M MQ �' 4783' M 0. C. 19 I O.C. 20 +0.404% S 170N -0.489%N _ -0.465% S - 0.431 °_ ° S EXIST.T+020%S %N o N O N FS.@ rC - 0.24%S OD N NO3.71' o 0 M M M O.C. N M O+ V M M N Ih W N N M FUTURE T.C. �/S @ 51 - +N 221.89' O.C. N +-0.4033%-0.455% •.--e--- -moo ;. ...» Ma (1303.52) JOIN to (7 N Nj MW cV O O� ' N O O' p N MO M M O OO NO O MO 00 co m � CO 0 4i CAU m M MQ �' MCD M N 40 + 19 + 00 48.5' 1301.01 N 47' 1301.16 21 + 50 13 00 43.5' 1301.44 21 + 57 w 1301.48 22 + 00 41' 1301.70 22+50 4.2' 1301.93 22 + 75 40' 1302.03 22 + 78.61 40' 1309.04 O 40. 1302.08 '59.19 40 1301.90 ,24 + 00 N I O.C. 20 +0.404% S 170N -0.489%N _ -0.465% S - 0.431 °_ ° S EXIST.T+020%S %N o N O N FS.@ rC - 0.24%S OD N NO3.71' o 0 M M M O.C. N M O+ V M M N Ih W N N M FUTURE T.C. �/S @ 51 - +N 221.89' O.C. N +-0.4033%-0.455% •.--e--- -moo ;. ...» ;218.18' O.C. NPSI 0 50.10' V.C. -471N HORIZ.: 1" = 40' P.V.f.= 1302.4 PROFILE SCALE : VERT. : 1" = 4' 21 2219+72.55 E 23 10+00.00 N I NOTE: VICTORIA PARK LANE SEE SHEET No. 23 FOR STRIPING I 1 [ - - �BASELINE ROAD AND SIGNING, INCL. DISPOSITION 4 OF EXIST. SIGNS. 1 VAR. �t T 22 RIE I " 2 IVIC RIA \ ok ' VARIES NOTE: PARK ANE SEE STD. No. 314 v j k- I I o FOR MEDIAN FLA cf) 4 Zl 22 \ ` ` eU,q/�o Cq W ao ( J I I o ! / %oos Ts �y�00h • �3 ,� C.R. \113 �.P• \\ e�E R0 t7 � 8 C P, �O�' Ogh��t 9+34.36 ' \ \ 6 \ !6 `�� 4 O L�?? 'I v + 9+2708 `f' I ,BOO Z 9+ 4.00 _1J'. I i1 !11 m r� 9+9n 93 CURVE DATA FUTURE C.& G. FUTURE R/W :50 k�at Ma (1303.52) JOIN to (7 N Nj MW cV O O� ' N O O' p N MO M M O OO NO O MO 00 M _ - O M� M 17 + 00 + 1302.34 17 + 50 + M + 18 + 00 N N M ;218.18' O.C. NPSI 0 50.10' V.C. -471N HORIZ.: 1" = 40' P.V.f.= 1302.4 PROFILE SCALE : VERT. : 1" = 4' 21 2219+72.55 E 23 10+00.00 N I NOTE: VICTORIA PARK LANE SEE SHEET No. 23 FOR STRIPING I 1 [ - - �BASELINE ROAD AND SIGNING, INCL. DISPOSITION 4 OF EXIST. SIGNS. 1 VAR. �t T 22 RIE I " 2 IVIC RIA \ ok ' VARIES NOTE: PARK ANE SEE STD. No. 314 v j k- I I o FOR MEDIAN FLA cf) 4 Zl 22 \ ` ` eU,q/�o Cq W ao ( J I I o ! / %oos Ts �y�00h • �3 ,� C.R. \113 �.P• \\ e�E R0 t7 � 8 C P, �O�' Ogh��t 9+34.36 ' \ \ 6 \ !6 `�� 4 O L�?? 'I v + 9+2708 `f' I ,BOO Z 9+ 4.00 _1J'. I i1 !11 m r� 9+9n 93 CURVE DATA FUTURE C.& G. FUTURE R/W :50 k�at ?W (1303.52) JOIN 15 + 50 16.5' 1303.12 16 + 00 18.5' 1302.73 ^/W EXIST. R/n m F- cq a 7 vU V M W u o++ oM M M Nu - :...1300 _ ♦_ 15 + 00 13' (1303.52) JOIN 15 + 50 16.5' 1303.12 16 + 00 18.5' 1302.73 164- 57 20.5' 1302.59 17 + 00 22 5' 1302.34 17 + 50 26.5' 1302.18 18 + 00 33' 1301.73 184- 50 40 1301.38 19 + 00 48.5' 1301.01 21 +00 47' 1301.16 21 + 50 13 00 43.5' 1301.44 21 + 57 43' 1301.48 22 + 00 41' 1301.70 22+50 4.2' 1301.93 22 + 75 40' 1302.03 22 + 78.61 40' 1309.04 '23 + 00 40. 1302.08 23 + 50 40 1301.90 ,24 + 00 40 1301.68 24 +05 40' 13 01.6 5 1300 24+ 50 39' 1301.46 24 25 CONSTRUCTION NOTES NOTE= ALL TREES AND/OR TREE STUMPS WITHIN THE AREA OF CONSTRUCTION 1 PROTECT IN PLACE SHALL BE REMOVED. 0- SAWCUT a JOIN 3 �J REMOVE TREE AND/OR TREE STUMP 4�- TO BE RELOCATED /ADJUSTED BY AFFECTED UTILITY COMPANY 5 RELOCATE BEHIND PROPOSED E.P./R/W AS DIRECTED 66 EXCAVATE AND GRADE PER TYPICAL SECTIONS 7 CONSTR. 8" P.C.C. C. a G. PER STD. 303 G)- CONSTR. 8" PC.C. CURB PER STD. 301 Q 9 CONSTR. 1:5 MEDIAN FLARE PER STD. 314 �S E REMOVE AND DISPOSE `� 13 FURNISH AND PLACE 5" A.C. OVER 6" A.B. � U =.t 0 2 c''';: 17 ADJUST WATER VALVE COVER TO GRADE oz r, 24 CONSTR. BARRICADE PER STD. 404 00 ' 68 CONSTR. P.C.C. SIDEWALK RETURN 8 WHEELCHAIR RAMP PER CITY STD. 310 +o FURNISH a PLACE 6' CHAIN LINK FENCE PER CALTRANS STD. F10 W6 ProvtJc VArtoVe-rhiekners ,4.e. Dderlay O - r to OD ® COh4-IMPrPVtMtn 45 per SAce�S /4'Z Pt4" AID. 11 17) E -5 39 e 40 -FHEac PLA^zs 5" S. fl. - - _ - - N Z W Z ui J W 2 Cn F- W Q W a-zl a ��� t �J M o C6 '` 6rEG.' a v D e v \3� `'�� ----- - I3 ON 2 m W J 2 g9GO Q y QO N Q p �2 24 '`4 ��Wv, a o5 O� F- Q ¢w Ix> - ZQ ao V�0c� 69 13.3Q tu 227-17-23 z. o, �� �Q� k.I I �W 3HQm ��>~tQD at- a" W 0 14 Q a a� , v I Q wxca i t t w to Z,� �+ 2 O j 0 ca C1 ' 1 4 � Q 60 62 j �o W W �a 3 6 �' �a ; 0v. oo00 a o 1p t- u z U LL 18' �42' _ 44' 18' I -j� 4 J CD a o - N h 4ai W ~_ LL,., '` W + LL: . • o QROF ESSJONA W I Q I o 4 4 4 N a N \ 3 D IT �►�- '' G TOR��IF� 227-17-20 I r N V)i N -D 7 vi �O O IM W o °' o, o J `` No. 15308 o�15� a 227-17-20 a 227-17-3 % Exp 3/31/33 10 10 15 CHAIN LIPlK FENCr= 227-17-19 'rESMT. Z ESMt - a \��f nrr�;\F���\� Ia l o o H V ao W W V m W U ; Qi N Q Q M (36o a W a PROPOSED EDGE OF PAVEMENT OO O O� Of 2 N t. M Wm M M �''� � ►� M `� M M N N `�' O ''� STA. DIST.S/0 F.S. ELEV. .. ^ tf O +O' a% O N N m N Na N M 24 + 50 39 1301.46 oh N + M N N N ro + 25 + 00 37.89' 1301.24 --. EXIST. T.C. NIS M FUTURE T.C. 25 + 50 36.78' 1301.02 N/S .�......r - 26 + 00 35.67' 1300.81 1300' IVY 61300 N -0.499 4Y,26 + 50 34.56' 1300.59 V) N �N 27 + 00 33.44' 1300.37 2 p W - 0.487% - cy ai Z "? Ix2co 27 + 20 33' 1300.28 a --o 27 + 5 0 33' 1300.16 o cd N o Z o0 o OD cb (n w W EXIST. GRD. (41 ,Z `� p _Z �; + too m N N m m � ti aD oZ 1» 06 _i am to o FUTURE R/W 28 + 00 33' J299.96 ��N+ C1� Zp Z CV Z� N OU �m N N� Z== NN nim om o+ •ci o zm � a z - CL. 28 + 50 33' J299.76 M t0 O N N Z N M 41 W Z O V O s o+ 17N �N m i tb� to K) cy Nm 01 Q7 R y Z� �clC9 M M N co "� h,� Z ti,n 2 W 29 + 00 33' 1299.56 10.24%N N -0.38 d/ o+ O + M p'- t+to ccs W m °N 0 0 + - + o♦ M►n m0) o� 29 + 50 33 12 99.36 _ W PROP. o o � 1. h o - 0.4755% S _ - N - - 0.40% S8N .r� M N M N N rOj N MEDIAN p p O O of of °s O , -0.431%S - cd -0.13% O -0.20 /S p -0.53%N -0.55%m 7- N _043%N TC. r?M MM 0.4 I1 %N NN ch 0) N 30 + 00 33 1299.16 S N N N 1300 ExrsT. Fs. cj.l --- __ _ 0.40 9'os ' - M 1300 COm U �O �v co 4j v c/) En (Ga -0.40% S �O M� O 0)m c0 _.0 NO N -- cv ►� a v p t. o `t `t l' O m N PROP. �nn . C) co o mo O O O ti O m p+ vi m F.S.@ N cm M lal Ih K. M 01 Of Q1 N M+ M+ M+ O� N cu m 0; - I ~� EXIST °' DIST FROM N N N �=' a i a a F.S.@� �' �+ �? m NORTH SOUTH NORTH SOUTH f = t N M 30 + 46.82 33' 33' 1299.16 30 + 50 33.07' 33' 1299.05 1298.96 31 + 00 34.18 33 1298.80 1296.76 -0.455 % EXIST GRADE FUTURE 1?/W 31 + 50 35 29 33' 1298.55 1298.56 '?00 -0.40% FUTURE T.C. SIS 31 + 93.99 36.26 33' 1298.31 1298.40 - 1300 co coto w Lu Nu_N N cu06a U' N Nca N N W r HORI7,.: I"= 40' m p PROFILE SCALE r VERT. 1" = 4' CD M N P 24 25 26 27 28 29 30 31 32 33 CONSTRUCTION NOTES ' NOTE: ALL TREES AND/OR SWANSON PLACE NOTE: a 227 - 52 - 65 a 227- 52- 4 M 0W TREE STUMP WITHIN THE - - SEE SHEET No. 24 FOR STRIPING AND y uo AREA OF CONSTRUCTION 1 PROTECT IN PLACE 32' 30' SIGNING, WCL. DISPOSITION OF EXIST. Y a w SHALL BE REMOVED. J = w (2 r-- SAWCUT 8 JOIN S IGNS . Q a �►- u 14'If8' 18' 12' ami o jW = 3 REMOVE TREE AND/OR TREE STUMP N I I 30 ! o f a a;oo a TO BE RELOCATED /ADJUSTED BY AFFECTED UTILITY COMPANY II I z c °o �Z m = N W �a u z o 5 RELOCATE BEHIND PROPOSED E.P. /R/W AS DIRECTED 0 IL73 CC w=Z p �OZ�y c 6( EXCAVATE 8 GRADE PER TYPICAL SECTIONS W Of IIN M A +WWU ctim =�Z W�Q200 v - 3 M W Q o ~= -ov a x�'cOiv o .nct oF- Z �'cl m 3 3 88 CONSTR. 8" P. C.C. CURB PER STD. 301 O a Z W V{ I f` WC7 N,� O W W 41 :z a aZ to \ C Q 4i Um+ 3 o co �o� �oc�wQ ue; Z►= 3 w ac Co I e 1 9 CONSTR. 1:5 MEDIAN FLARE PER STD. 314 >Ot ^ Q N r ^ h h 1- 1p O Q ac ti cc Q Q 01 Z y i O Q V OH J N O O O O k N ra 1 CW 003 m ZQa F- C Q: U) n U) � O Q w o 'lI 1 M o0 0 0 _ w � , w I a U 0 0 0, zQ k Z a o w It FURNISH AND PLACE 3 A.C. DITCH PAVING w x o w Z a I ' + + a W w W oo fn w rn o a k eF o Z��• W M awo z W 13 FURNISH AND PLACE 5" A•C, OVER 6" A.B. W 6 G+ r - m ,o a+ 4i + ,Q b O 9 ,o h Zae wm N Z m N I f / y 00 I N N N N 91g 91• FURNISH AND PI ACE VARIABLE THICKNESS A.C. OVERLAY O fs 13 l �` s 11 91x9 16 COLD PLANE EXIST. PAVEMENT PER DETAIL ON SHEET NO. 5 17 ADJUST WATER VALVE COVER TO GRADE '�----2-4"T -_- T '�' T _ _ t1" - _ _ _ -`_ .- - L 26+55 �� - - --- - --- - - ---- -- _ - - ADJUST SEWER MANHOLE COVER TO GRADE nlZ_ _ --33"SD__- -- - -- - t oil 0 2 4 \ I 6A REMOVE AND DISPOSE T 63 25 - --- - - T --- - SCALE: I"= 40' -N,8 9° 03' 45" W iv -" I �i v N - - • -1 BURIED CABLE -- B - - B 29+50.00 -` -- -- - 6 - -" - 13 - 8 - 6 -_f_ - 1 BURIED CABLE - W - 4' G -cc -- - -- N -- to ^ -- - - - - 4" G Q JUJ 8 2r5 2{6 27 2 �f9 r N N 89°55 19 W 30 f +-- - 3}I r 1 - 32 VARIES N VA RIES B A A M1 j 6 ^� CROWN-- _- M 12 W --- ---- - --- -- - - - - - - - Ld __ - - -- - cW �r7^> - n r r 1 „firj •E'> 3• • • N N 3 v .. ✓ O �_i SP 777777773 ---3 -t 0) z 13ASELINE ROAD Q O a w Z 1 3 v' 3 W 3 eo a c� 3 \ � p o 3 \ u O O U. p o \ O Z f- w Q ♦ \ c N ll Q � y !- � O V O V cy h .J M IL e,� 00 C9 �! O F- Z O CL: W+ OCL O m+ C! f' li 1M O 2 j a U W) W cDa + i- • y O D J N N N c p cc P, O cc U- Q U- W N moa v a �a Z O 1 Lij w • W O IN W W m^ a O NujO MU U O m O IW Q N c CURVE DATA W at a + U 6 R L T Ui 227 - 17 19° 48' 10" 132.83' 45.91' 23.19' 1 227 - 17 - 4 TO (F e/V;l W� z� No. 15303 \fir Exp 3131193 ]� FUTURE T,C. NIS -0.49% 1295 5 I = NOTE: J= 2.19% co SEE CURB RETURN RATES BELOW RIGHT cc q F = 3.63 % W W) ZpZcq Q = o 2 H= 2.11% In CIO 55.05 O.C. 54.91'O.C. MEDIAN TC. + o�'► 8 o = Z EXIST, GRD. FUTURE R/Wti F c -0.40' ,\ cDci p O er OD F. S. 60 W N M m_M`y V �'m� O - r� PROPOSED EDGE OF PAVEMENT + a - ►• v N a - CD h W) o a� o N as cod, -- v ci - cd �' 06 O� (6k cD W (- � a) ODO h h M Obi C^1 N N M M N O v OQf N 0� O STA. DISTANCE FROM T F. S. ELEVATION N N - - N N N N - - 00 - cm N - - N+ - CO N+ -00 N ;c) - ON *� *U 00 ChN M- � m n d W* N W) Q: N co a ^ � K C ^U to h p m +p 0) al o) NORTH SOUTH NORTH SOUTH N ^NN T M +N�NaN\NmNWNMN M N_ W N N N N NO cD tO - �' to 4+28 36.26' 33' 1298.31 1296.38 'n G I K 1295 5 I = NOTE: J= 2.19% co D=3.34% STUMPS WITHIN THE LIMITS OF 4.44% cc q F = 3.63 % W W) ZpZcq Q = o 2 H= 2.11% In cd N C4.- MEDIAN TC. + o�'► - cn 1- n o = Z r Z m m F c -0.40' ,\ F. S. N O cn QD 1295 N er N 1295 SCALE: C = 40' FUTURE TC. S/S-�,, -0.40% CURVE DATA _ FUTURE T.C. NIS 4+50 36.75 33.55 1298.15 1298.22 N C E M 0 0.52% LA111111111111 5+00 37.86' 34.80' 1297,79 1297.85 FUTURE TC. N/S j -1.00%H L 5+50 38.97' 36.05' 1297,43 1297.49 y v po IF M ti v o°DD ILN`n Ptt -0.6132 % 1295 "� 6+00 40.08' 37,30' 1297.07 1297.12 U. 1[j�wl J�J J pjW ��lz cn 2 cn cn Z o eer o B NM Ig NLL LZ 01 N N �Lc ` N J N cvlwi J N wi J 6+28 40.71 38' 1296.86 1296.92 V�? - - - - - - - - oi of ai C6 °p °D aim W Z cn Z 0) oc°i m N ti PROPMEDIAN 1.C. 6+50 41.19' 38' 1296.74 1296.77 NN N_N N N_ go p NN No0O h0 M0 O� N� Nm N N uj v V V W 7t00 42.31 38 1296.45 1296.43 - ai a0 oti ° CO ti ff Z o Z a Z o Z z m Z cV 0cnm ai W m �' ch °n 7+50 43.42' 38' 1296.17 1296.09 * � Q0^ N C1 O O) Q1 01 tp �O N m O u) th I� O Z cn Z N a) N+ NN NN N+ V)+ M+ M- MM V��Oo �ZO00 tea) 2tn \ NV - 0.695% N o N co N +°' °� - �` - - ` co 00 co 00 O cc c ' 0! 6 can c6 K N O m ^ m M cm t� m Z Z N w 8+00 44.53 38 1295.88 1295.75 -0 73 /o S _ toN N N N N N N M N Nv N + O O+ �p N } O V (b as ^ �� 8+50 45.64' 38' 1296.60 1295.41 %N -0.66%N _-0.6891°S -1,00% - - - - + --m-°' No mmoN� NN (h ch vpim cri��' mrn -0.68 /° _____._____. • 66°/ N N8,S °� - N N- -- N N N N Na N N 8+65 45.97' 38' 1295.44 1295.32 N OBD ° 6 In rN - rn 8+85-17 - 38' -- 1295.22 co 14) -/.00%- I v 12 �� 8+90 46.33' --- 1295. 25 N ca ao >i 1.00% ' 9+00 - 41.03' - 1295.05 O) C1 A N 1h 1� > M N>- N u i N - 0. 5 0 O m O N Q: QD O W O O O! PROP. F.S. (h � rn W m m (IN - wi to m m to (+ ooi a N I1+00 40.57 46.37 1295.17 /295.03 flt 12.83 38 1295. i2 N C N00 N� N� N+ N m N O N h ' , - _ _ - - - 01 01 01 � PROP. MEDIAN T. C. 100' V.C. P.V.I, = 1295.52 N N N N 11+50 38 45.26 1294.91 1294.60 60' V,C, PROP. >`S. al 12400 38' 44.15' 1294.62 1294.58 o P.V,1. = 1296,37 12+50 38 43.04' 1294.32 1294.35 FUTURE TC. SIS v� G1 = + 1.00% EXIST. F. S. Z G2= - 1.00% -0.700/, W aE i '- 0.68 % m -04 8% - a 00 _ o 0 o a° ~ N O .� as cp ti O p 4:W N N N v c0 O V' = co I: c6 M O c9 er Ci O - �.i V nj � C6 N a) a) wi dj ai a0 as NO N V N N N N N N N N '\j N N N O ON.�0 oOD O In co t0 N M74 d � Q d 4,cj►� EXIST. GRD.FUTURE R/W � "j O� � � N � \� Q' v °1 U � v- 0) �' tV + N\NQ NMcuW Npj N \NaNM NOW O 4 5 I = NOTE: J= 2.19% ALL TREES AND/OR TREE D=3.34% STUMPS WITHIN THE LIMITS OF 4.44% GRADING SHALL BE REMOVED. q F = 3.63 % W W) 4.15 % Q = o 2 H= 2.11% 0 = 1.83 % W of I 'q c a - cn 1- n o = Z r Z m m F c 6 7 NOTE: I. SEE SHT. 16 FOR STORM DRAIN, SHT. 14 FOR DRIVEWAY PROFILES 8 SHT, 25 FOR STRIPING 8 SIGNING, INCL. DISPOSITION OF EXIST. SIGNS. cel A.P. 227-52-4 z � h HORIZ. 1 4 0' 'n SCALE -VERT. I "= 4' 54.91'aC. 55.05'O.C. N 8 9 10 11 ETIWANDA AVENUE p W CL FUTURE T.C. SIS -0.50% -0.70% 1295 O O er as 1� Iri v era � N N N N N A.P. 227-13-17 12 A.P. 227-13-39 w z OD r-- 0+ _ 0 + .i m � a a Q 4 n o 0 n pz m it Q ~ W x O O a vi -i_cj ? vi a ►- ¢� Q O Z co V xJ am- _ �Q 3 o lu Ci -- N �� X OQ W +I� N u it N h N pWp \ W� = NZO Q� /- N Z 000z 3 Zee �a o m Lu� V ciI- ON-� II / e . •., se OD s 3 Qai� m D Q ; 3 ° c'cc 3 + W Y O - tr > 3 at Q op t9 tq Q\ V Z 3 O m U N a O 3 O 1 i co -1 t l INC Z 3 W cn Q c� O j '� 0 4i 3 1� c� ``� 3 1> - 0 '� � a O W � o: y a� c� F- Q o z ri o _ 3 > c� mtAi (t ♦ o Q N O � \ H C7 3 W W U Q cd Q N ,r > (j i N Z C9 W H Z C9 6 A p + O D O V> vi ^ V O W 6 O o: tpLL Wca ♦ ? co F- o '" V "� N O Q H = 4i + O Z) ac O J 4 V ~ W H O W\ V 1� \ a m W W W - F- ? p O 3:toW h mm o O -, W v �i a j 4 Z ` a a 1 J m LL L 35' 37; 14' 1 ���* L, ; ;r7,I� A.P. 227-17-4 FIELD BOOK REF. _ q/ A,P, 227-18-20 SEE SHEET No. 12 MARK REVISIONS APPR. I DATE w� QW CURB RETURN GRADES A = 1.31 % B= 1.02% I = 2.48% J= 2.19% C = 3.63% D=3.34% K = 4.44% L= 4.15% E = 3.92% F = 3.63 % M = 4.15 % N = 3.86 % G = 2.40% H= 2.11% 0 = 1.83 % P = 1. 53 % CONSTRUCTION NOTES la-- PROTECT 1N PLACE (D- SAWCUT AND JOIN 33 REMOVE TREE AND/OR TREE STUMP 4r 4 TO BE RELOCATED /ADJUSTED BY AFFECTED UTILITY COMPANY 5a -y RELOCATE BEHIND PROPOSED E.P./R/W AS DIRECTED .BY CITY ENGINEER sa- EXCAVATE AND GRADE PER TYPICAL SECTIONS 6A REMOVE AND DISPOSE 7a- CONSTR. 8" P.C.C. CURB 8 GUTTER PER STD. 303 �y CONSTR. 8" P.C.C. CURB PER STD. 301 9 CONSTR. 1:5 MEDIAN FLARE PER STD. 314 rrFURNISH AND RI 4CE 11" 4.C. DITGA40414; r2 CONSTR. 8" A.C. BERM PER STD. 313 f3 FURNISH AND PLACE 5" A.C. OVER 6" A.B. a ADJUST WATER VALVE COVER TO GRADE 18 FURNISH AND PLACE 22" X 13" C.S.P.A., 12 GA.. ASPHALT LINED AND COATED 68 CONSTR. P.C.C. SIDEWALK RETURN AND WHEELCHAIR RAMP PER STD. 310- 10 Cons tr. co661. Curti � Gu}}cr Per std 30-7 s S -0.50% -V.7V %N to M er NAS N N M N N � N PROP. F S. (off � N a O N 2 R V) T.C. NIS 0h , v m + o. 0 co 1290 01 M 10'4 m p ti N N N inj 0 chm N N 01 (IN in cts 01 Maj O M O N w - Z O �o to tl- N - N N C6 cD N N O OO ap 01 O) 4.1 NN NN N0 NN o N -0.45% IVo -047/' _ - + _-i-0.687% civ EXIST. ' GRD. 4) R/W 33' rn 1291.04 - 0.66/N o77v 20+00 �-O.6132 - N - 1291.24 -0.66%S i .rt N _2 1291.44 21+00 33' 33' a -0 48 N 33' N 1291.84 HORIZ. 1 1-40 1 s S -0.50% -V.7V %N to M er NAS N N M N N � N PROP. F S. (off � N • o � N 2 R V) T.C. NIS N PROP. MEDIAN T.C. N8S m + n co 1290 o 0o z .. Z m ti m zcnZ� 0 Z� a. Z N4j 2 to cts tsJ Maj O M O M 0) - Z O �o to tl- N N 00i cn ch0) 0)O �t b� m O OO ap 01 O) N 40 NN NN N0 NN o N -0.45% IVo -047/' N - + _-i-0.687% civ EXIST. GRD. ® R/W 33' rn 1291.04 - 0.66/N o77v 20+00 -0.50% S - N - 1291.24 -0.66%S i .rt N _2 1291.44 21+00 33' 33' a 1291.64 N 33' N 1291.84 HORIZ. 1 1-40 1 all � N N Df VERT. I 4' N 1290 s S -0.50% -V.7V %N to M er NAS N N M N N � N PROP. F S. (off � N • o � N N FUTURE T.C. NIS N PROP. MEDIAN T.C. N8S ef. n co N o 0o z m Z m Z cq W U N. m N F= 0 tt tt N N p� Z cts p V: O to �t0 --Owi�O N N01 - N N N M O 40 f` 0$ ch * M� O)�N �. N 40 m NNS - NNNNNN - -- NhN - N� -_ °' -0.45% IVo -047/' Irj 10 - N s S -0.50% -V.7V %N to M er NAS N N M N N � N PROP. F S. (off � N p � N N N 33' P. V.I. = 1291.17 N _ a N - � (o to 00 5o V.C. N PROPOSED EDGE OF PAVEMENT PV.1. = 1292.13 h ® N W ccn e Z 1290 z v o z 0 STA. DISTANCE FROM F.S. ELEVATION N CO)U (j 2 11D p I m z "n •? �cn . m co d tv Q Z �j Qv (d W m K) ch m. U) O eh NORTH SOUTH NORTH SOUTH I N W cd �m Z> N - - Ot�j Z NO 0 N N 0) Nm O In m o Z a 6 O a CD 2 4i o Z ^ IT S N N N+ N 1+ 12+50 38 43.04 1294.32 1294.35 I+ N -vi N 8 N N N+ N a m �+ z N N+ o- N / 13+00 3 8' 41.93 1294.02 1294.02 CD O + N+N + N� N ♦ - NU N NN ' �EXIST.FS.(dj I3t50 38' 40.82' 1293.73 1293.69 I co -Op_ -0) Np - N_ m - - N f 040% %N8S -0.64%Nr 1100, N a S �_ 50' V.C. C -0.7 o 4 0 /oD M 'Q 4 0\° N O 33' P. V.I. = 1291.17 N U N N> ef. n co N o 0o z m Z m I W U N. U t< (n C9 U Zpp 0 O N0 O w + cn N^N 0) Li 2a O O to �t0 --Owi�O °' N oNi N �OMi Q0j + 0$ ch * M� O)�N my - + NN - NNS - NNNNNN - -- NhN - N� -_ ��0 o O) NO p Irj - m NO 1290.99 EXIST. GRD. ® R/W 33' rn 1291.04 1291.04 20+00 -0.50% S - N - 1291.24 20+50 5o V.C. N PROPOSED EDGE OF PAVEMENT PV.1. = 1292.13 h ® N W ccn e Z 1290 z v o z 0 STA. DISTANCE FROM F.S. ELEVATION N CO)U (j 2 11D p I m z "n •? �cn . m co d tv Q Z �j Qv (d W m K) ch m. U) O eh NORTH SOUTH NORTH SOUTH I N W cd �m Z> N - - Ot�j Z NO 0 N N 0) Nm O In m o Z a 6 O a CD 2 4i o Z ^ IT S N N N+ N 1+ 12+50 38 43.04 1294.32 1294.35 I+ N -vi N 8 N N N+ N a m �+ z N N+ o- N / 13+00 3 8' 41.93 1294.02 1294.02 CD O + N+N + N� N ♦ - NU N NN ' �EXIST.FS.(dj I3t50 38' 40.82' 1293.73 1293.69 I co -Op_ -0) Np - N_ m - - N f 040% %N8S -0.64%Nr 1100, N a S �_ 50' V.C. C -0.7 o 4 0 /oD M 'Q 4 0\° N O 33' P. V.I. = 1291.17 N U N N> ef. n co N -0.50%S 1293.48 h NO N I Ch N th N Nm N tU 4s N Ntn N Li t° O O 33' cu °' N oNi N O N m 1292.80 a p -Z u O + + N ��0 o O) NO p rn - °1 m NO 1290.99 EXIST. GRD. ® R/W 33' ' 1291.04 1291.04 20+00 +0.40% FUTURE TC NIS 55.05'O.C. 1291.24 20+50 i 33' 5 4.91O.C. 1291.44 21+00 5o V.C. N PROPOSED EDGE OF PAVEMENT PV.1. = 1292.13 h ® N W ccn e Z 1290 z v o z 0 STA. DISTANCE FROM F.S. ELEVATION N CO)U (j 2 11D p I m z "n •? �cn . m co d tv Q Z �j Qv (d W m K) ch m. U) O eh NORTH SOUTH NORTH SOUTH I N W cd �m Z> N - - Ot�j Z NO 0 N N 0) Nm O In m o Z a 6 O a CD 2 4i o Z ^ IT S N N N+ N 1+ 12+50 38 43.04 1294.32 1294.35 I+ N -vi N 8 N N N+ N a m �+ z N N+ o- N / 13+00 3 8' 41.93 1294.02 1294.02 CD O + N+N + N� N ♦ - NU N NN ' �EXIST.FS.(dj I3t50 38' 40.82' 1293.73 1293.69 I co -Op_ -0) Np - N_ m - - N f 040% %N8S -0.64%Nr 1100, N a S 00 FUTURE T.C. S /S M �_ - 0.50 % C -0.7 o 4 0 /oD M 'Q 4 0\° N O 33' of vIq N ON1 - 0.48 % N \ C1 �f PMN \ tt p� 0) \ N n 14+00 N -0.50%S 1293.48 do0 m� ^ I + m V W tV to N tU 4s N Ntn a Li t° I OD N� 33' cu °' N oNi N °? 0 to � Z m 1292.80 a p -Z u - p� N N ��0 o O) NO p . 0) CpNO o m NO 1290.99 00 FUTURE T.C. S /S M �_ EXIST. C -0.7 o 4 0 /oD M 'Q 4 0\° N O 33' of vIq N ON1 - 0.48 % N \ C1 �f PMN \ tt p� 0) \ M v rEXIST. GRD.0 R/ W 14+00 37.20' ali �tl m 1290 o OOD N QD �t N NQ1 M M N N M N 01 p N - N F 12 SCALE 1 = 40' m CL M 1n O M to N N +q h p p o+ N N + p + I I OD CNT OOi 01 -I- o-- O +5 VC P. V.I. = 1291.60 -0.50% 'R a 01 C7 EXIST. N m a N W 33' 0 �� v40 O O 01 1293.62 33' - -O 14+00 37.20' ali 1293.48 do0 m� ^ + + m rn + m V W tV to N tU 4s N Ntn 34.70 wN p 1292.97 � N^�O OD N� 33' 1291.56 1291.56 18+50 L - N N �N Om 1292.80 1292.74 33' Ntt p + h\ N D p� p� Na + N - 1291.06 1291.06 19}25 N to 33' 1290.99 1290.99 19+50 33' 33' 1291.04 1291.04 20+00 33' 33' 55.05'O.C. 1291.24 20+50 33' 33' 5 4.91O.C. 1291.44 21+00 33' 33' 1291.64 1291.64 21+50 33' 33' 1291.84 HORIZ. 1 1-40 1 SCALE: "= VERT. I 4' M 1n O M to N N +q h p p o+ N N + p + I I OD CNT OOi 01 -I- o-- O +5 VC P. V.I. = 1291.60 -0.50% 'R a 01 N N > f` EXIST. N m a N W 33' 13+68 38' N 0)� N0 N 1293.62 33' - -O 14+00 37.20' to 1293.48 1293.43 co + + m rn + m 38.60' 50' V C 1293.19 P_V.1. = 1291.17 15+00 34.70 +0.40% O 0 O M V) ch m � N N - t0 O PROP MEDIAN T. C. N s S PROP. F.S. ®fL L 3 3' EXIST. GRD. 40 R/W 0.40°/�0 33' 13+68 38' 1292.51 1293.62 33' 34.15' 14+00 37.20' 39.71' 1293.48 1293.43 1292.06 14+50 35.95' 38.60' 1293.25 1293.19 01 15+00 34.70 37.49' 1293.03 1292.97 � N^�O 33' 33' 1291.56 1291.56 18+50 L - 15+50 33.45 36.37 1292.80 1292.74 15+68 3 3' EXIST. GRD. 40 R/W 0.40°/�0 33' 35.26 FUTURE TC. SIS 1292.51 16+50 33' 34.15' n Q O � � 1292.06 N 17+02.17 O� N N 01 N - 33' N - 1291.61 18+00 33' 15+68 3 3' 1292.72 16+00 33' 35.26 1292.56 1292.51 16+50 33' 34.15' 1292.31 1292.29 17+00 33' 33.04' 1292.06 1292.06 17+02.17 -i- 33' 1292.05 17+50 33' 33' 1291.61 1291.61 18+00 33' 33' 1291.56 1291.56 18+50 33 33' 1291.31 1291.31 1290 18+75.65 33' 33' 1291.28 1291.28 19+00 33' 33' 1291.06 1291.06 19}25 33' 33' 1290.99 1290.99 19+50 33' 33' 1291.04 1291.04 20+00 33' 33' 1291.24 1291.24 20+50 33' 33' 1291.44 1291.44 21+00 33' 33' 1291.64 1291.64 21+50 33' 33' 1291.84 1291.84 13 J 14 15 16 W N 17 4 18 19 20 N 21 CONSTRUCTION NOTES m: Z A.P. 227-13-51 f` M a W Z J 0 a_ � J J 0+ NOTE: A.P.2274.3-381 z 3 4 a o v 0 I PROTECT IN PLACE I. SEE SHT.'S 16 8 l7 FOR STORM DRAIN, A.P. 227-13-46 A.P. 227-13-8 3 ti W - a SAWCUT AND JOIN SHT. 14 FOR DRIVEWAY PROFILES 8 � N a lq0 3 `J REMOVE TREE AND/OR TREE STUMP SHT. 25 FOR STRIPING AND SIGNING, INCL. J 19 I o w I9 v N 4 a 3 TO BE RELOCATED /ADJUSTED BY AFFECTED UTILITY COMPANY A.P. 227-13-39 Q 19 W Z W to N I 19 z ci 4 DISPOSITION OF EXIST.SI•GNS, a Q w d o . W M „ Q °~ , + 3 W c.+ 5 RELOCATE BEHIND PROPOSED E.P./R/W AS DIRECTED BY CITY ENGINEER m � <0 � � a � M zxV. M � ' \ Q i a to 0 (n 0 3 a - ^ 3 vi vi 3 � (L ^ a 6 Q 4 EXCAVATE AND GRADE PER TYPICAL SECTIONS I z w o c iv N a; �' O o - = I CONSTR. 8" P.C.C. CURB PER STD. 301 W W t+p vi U o O to O N O o W N cNv m Z a 8 m st U _col W o o 00 O I U �' J CONSTR. 1:5 MEDIAN FLARE PER STD. 314 F- V F- F= O 3 co o y Q k I O J� !- a` io 3 1- 4 9 W 2 4 F- v O O O` x * > O_ U t- W C9 a m Q QD 4 m W W 3 z m „dC o� Z ^ x Z 4 a I H '� N m h 3 W Z td k> y 2 2 11 > C7 m rn i O M - F- IU O N O P- m 2 a: Q , rn N - O Q o + O O h Z F- - p Q CONSTR. 8" A.C. BERM PER STD. 313 0 0 \ 3 u v m y a 0 w > a z 12 Z O Ot- w p Uf' z cc N I N M Z O Hz m2 01 W V • NO =m IY WC w a Q o Q ^ to ,� o o W m ao W t. ►- � o o „� w o m W o - _ W � � o: J „� o � o J c� 0 3 13 FURNISH AND PLACE 5" A.C. OVER 6" A.B. t- Q �• ^ O 2 ^ O Z ti v F- 2 Ix - Q W - o Q m M mi N O �" O to O- a. F- f` O n U' O 2 Q O+ 2 10 Q Q CL O N m o O O h m t` OD W U' O ca m Q 2 Q ti p U o W 00 e, � g ci a c n \ w mo W Q I- a rn ) z N o 0 21 + Ww v o o FURNISH AND PLACE 4" A.C. DRIVEWAY TRANSITION W O m+ of tp O W\ 0 ti + 2 01-0)+ O O W- O 0 OC H) + 41 Q) , N 3 W O: O; O` O W O N O W <L U O O r 4J Q1 W r_ m m 3 W p- W V 69 m o M - + W\z '' v aQ ►- o + o- ^ ao �� O 2 z ADJUST WATER VALVE COVER TO GRADE Q 0 - F- M Z = v X CC O+ T J J 0, ^\ i �' O 0 O 01 h 0 701 - m N 0^ 3 ti !- O� a to WOO W d 1 T W a d W W ci a \- ti t� o - m W o a �_ + + a + - ci OI FURNISH AND PLACE 29" X 18" C. S. P.A., 12 GA., ASPHALT LINED 8 COATED \ z rn f` 01 ^ m + ^ m . W Z x a, Q oc 19 m Q. In ( - I- - m Q - p'Q rn a` W .i / v Q. IT d z ��Q r` t J O _ \ a� Q Z . c�a �.O ZO FURNISH AND PLACE C.S.P. DROP INLET PER DETAIL 'C', SHT. NO. 5 4 ►- a v d o 4- 0 F' t►i Q a c� O /c, O e o BASELINE 9� � � W �� � � a � 0 °` ROAD FURNISH AND PLACE 24" GROUTED RIP -RAP PER DETAILS 'C' OR 'E', SHT.'S 5 OR 6 9 O 4 m h 0 a 0 r i 6A O 90\h>< �0\�. 1 . d r Il \ •; 3 ii sq/'.�4 6A REMOVE bl DISPOSE O 0 0 69 FURNISH 9 PLACE 6' CHAIN LINK FENCE PER CALTRANS STD. FIO - ( • j �`' 0o�\oj` 1 1 �i 3 L '� 70 CONSTR. NEW WOOD FENCE TO MATCH EXISTING y - - --- - y - --- (3)-- - -_to 10 - - - - . ° -t - - -- _ -- -- --- -- - - - _ - �� _ -!2"W t\ cr> 3 / -12 W- -- - - - I � :l tai ? CA I 17 6 f 3 h ct , N - - - `: - r {D 6 - g i 1 - ! 7 2" G 13 _ - - - - - - - - - - - -- - =y 2 G m ID WTF ' ', r i- 1 - __- - - W ,�, 1 -- - .__�._.-.. -__,. --._ - - L_._.=. 7f i'l h 71%!..-�...._... -.-. ._.... _.._,Cr'.. __. �. , 4� _ !�_._._-.__...7.77�S - - - Z �1� 13 LJLJ 8 14 �'I N89°55'19"w 15 __-, 8 i �� !8 �'-- 19 - - --- a- Z� W + _ _ IT /r! Lcl_ 4B" -1� l�- - -- __ --- �1 = - - W ---- - OI - _ - r' - C 4@"IV-- f- 00 J = / _ i/ (3 _ LO J A/ - --- -- - , 6 \�/ 2 N 3 Q - 13 14 L �• • moi- : . •• • :^ e�' •� 7. �..i.:. �._.�Je • �•3 • Ei �•' :� • . . '..i.l_' - •�� - .�....0 UJ a ` _ l�1 "- LIZ Lu �/) -- -- - 3 m - --- 3 co�+J _ � _ � -�10DOp- -- -- - - ( • 12 e _y r m 2_ Ir 2 � F -- .-.-'- ' E I h O 00 3 rk ,3 W x _ W � Z x a! OS U' O��' �(. 3 y m O m W i- 0 h C 0 3 1- V _ \J�J� W rc m FW- W m m O t) � O J 0 2 3 O Q a 3 W ^ Q �C' rl m Q N U O + Q R �1 W 2 O w 3 W m Z O ct C9 C9 3 ti O i W 3 W _j Q^ O ~ M '•I a, h g 2 Im W m O c9 0 o O; 0: E- Q co J L F- m 1- m m y W f; K m ici x ai -1 O - O + O, - W a U+ p r- Q N LL F- O v 3 Ci v W to O U i- m lU m m 0 3 D. y 3� a k. ct c _ + 0 0 o z + I- CD p Q k y O O N I- Ci + 2 W t` z ^ + W m 5 u O N or O I 4 0 2 OvQ h - W- aD i O w2 5 J m o ? mm a: N P _ Z o 33 I 6A NW CURVE DATA J 0 0 w z J a P W h Q U) O + Q m L II R L T co � � � A.P. 227-18-20 '� \� I Z a A.P. 227-I8-59 3 UI O ! A.P. 227-1B-54 19°2112 &1 180.47 ,L 60-96& 3077'& + o -Ix 168° 41 24 4 11.78 1 40.40 - a F- F ti CL FIELD BOOK REF.. �F" 12°40 49 205 45.37 22.78 �p�f ! ,.y4lF^ 12' 18' 18' 12' W * 08 D.W. NOTE: + 3 cQ `.;-, TO JOIN AT 50' ALL TREES AND /OR TREE N 12°2047 210.41 45.34 22.761 a\�Na.238i4 STUMPS L / GRADING SHALL BE REMOVED. F 90007' 06' 35 55.05' 35.07 Q w 89052'54" 35' 54.91' 1 34.93' x ExD.12/31 3 EMMET WAY 13° 0051 199.93' 45.41' 22.80' ?ECRT/NG Ta "Ali ' 5� �4� (FUTURE) 1 MED/ N wi0'T CN.ONGC^ J MARK REVISIONS APPR. DATE ---li ��. N4. 15308 n! oxo 3 -3- 93 *A QI POWER POLES RELOCATED PER EDISON `-,q-Q( I �k& DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE FOR BASELINE ROAD STATION 12+50 TO STATION 2I+50 APPROVED BY: / DATE: CITY ENGINEER RC.E NO. 22397 DESIGN PLANS PREPARED BY: RECOMMENDED DRAWN •e D ~ SHEET ► n TW CONSULTING C! -ENGINEERS ' 0 OF -40- CHECKED �J / 1 DRAWING NO. R.C.E. NO 5308 N.W.T. DATE FILE NO - J c 7 1295 1295 1295 L _170.02' 0.C. -- _1 -�_ _ _ - _ 248.69' O.°C. -I I 188.27' O.C. PROPOSED EDGE OF PAVEMENT N 150.88' 0. C. SOUTH U n] N 40 m C7 pct O to cq Nto N O N NM N Of N N N N i m N N N� N N ti N 94.31' NN N ► + 0. 84 % N +0. 82z® N �' O N N 80 39'01 " m 21 8720' e' O 1 1200' 436.11 22048' EXIST. GRD. 6 R/W CURVE DATA N 33' 23 I 24 35 +0.43.52% 23+50 +0.40% 33' 1292.67 1292.67 24+00 33' 175.92' O.C. NORTH 1293.08 1293.08 24+50 177.98' O.C. SOUTH 33' 1293.49 1293.49 UIn N c/1 � 33' Ehm 1293.90 25+50 33' 1294.36 O M a FS (10 9) mi M IIIC7 N ��wE��XIST. C1 Obi V t 26+50 33' 33' M N N N N ,� 27+00 33' 33' 1296.15 1295.36 (1296.12) - p*�� 27+50 N 33' 1296.99 1295.63 +0.40% NS S ( 1295.80) _ 1204 '� + 0.421 % N +0.416% $ +0.42% � ^ co f0.40% N U 0o 33 _ 1297.66 1295.40 O � p m 28+50 33' M N NSG N N N NN N N N 1298.27 PROP. MEDIA N t. C. N 8 S (1298.13) (1295.80) 29+50 33' 33' 1298.67 1295.75 (1298.57) (1295.80) 183.88' O.C. 29+75 I 40%1 +0.4024% _ N M It M M tt a Qui ch N N N N FUTURE T. C. NIS +0.8525% ----------- 149.12' O.C. NORTH ti mW 0 h'1 to N00 006 er lri O 01 O) + N N N (n O + N PROP. F. S. 4) 268.97' 0, C. + 0 7882 --KFUTURE T. C. S/S 150.88' 0. C. SOUTH bil m r m � pct cn i Co WZ ZCD 325.04' 2 mQ c �. N 40 O N a p - p N N N N� N N ti N 94.31' NN +0.824% N _ + 0. 84 % N +0. 82z® N �' O N N 80 39'01 " m 21 8720' e' O (n O + N PROP. F. S. 4) 268.97' 0, C. + 0 7882 --KFUTURE T. C. S/S NOTE, I, SEE SHT.'S 17 8 18 FOR STORM DRAIN, SHT, 14 FOR DRIVEWAY PROFILES 8 SHT. 26 FOR STRIPING AND SIGNING INCL. DISPOSITION OF EXIST.SIGNS. a 0 z 227-13-36 4 J W a� � - Z �O ~m A.P. 227-13-8 3 r0n a 0 z =-j 3 0 3 W IW m Q rr Ci ^ W O 0 X .� OW 4 I 3w0 ti + W y�0 0Mi 4 Q N N W QIx (TOTAL) ,� N �N" "' _zW a x=' �a c? 6A 6 + 3FQ- 3 J Z 3 a W Q J W U-) W \ l4- Y n 1n + W1-: a:ul N C� �= :' Y1 Q M - o CL SOL W W e W M UJ (n 1 2 3pc° W Q 04 4 3 r Nim oo W3 4 a . I 6A WIZ A. m 4^ o I+ o a ao (1 = J It W I ti 1 til e V m U R L I r m 20° 48'25 1153' 418.71 m Co 15° 36'39" O13 325.04' M c �. 200 48'25" 40 O N a D Ncu 12 07' ' 328.86' 165.45' E N N N ti N 94.31' NN M N 22+00 N N N N �' ru N N 80 39'01 " EXIST. GRD. RI 21 8720' 22 20°4921" 1 1200' 436.11 22048' N CURVE DATA N 33' 23 I 24 25 NOTE, I, SEE SHT.'S 17 8 18 FOR STORM DRAIN, SHT, 14 FOR DRIVEWAY PROFILES 8 SHT. 26 FOR STRIPING AND SIGNING INCL. DISPOSITION OF EXIST.SIGNS. a 0 z 227-13-36 4 J W a� � - Z �O ~m A.P. 227-13-8 3 r0n a 0 z =-j 3 0 3 W IW m Q rr Ci ^ W O 0 X .� OW 4 I 3w0 ti + W y�0 0Mi 4 Q N N W QIx (TOTAL) ,� N �N" "' _zW a x=' �a c? 6A 6 + 3FQ- 3 J Z 3 a W Q J W U-) W \ l4- Y n 1n + W1-: a:ul N C� �= :' Y1 Q M - o CL SOL W W e W M UJ (n 1 2 3pc° W Q 04 4 3 r Nim oo W3 4 a . I 6A WIZ A. m 4^ o I+ o a ao (1 = J It W I ti 1 til e V a I R L I r A 20° 48'25 1153' 418.71 211.69' B 15° 36'39" 11 93' 325.04' 163.54 C 200 48'25" 1200' 435.78'1 220.32 D 150 3639" 12 07' ' 328.86' 165.45' E 20°48'25" 1247' 452.85' 1 228.95' F 8° 39'01 1247' 188.27' 94.31' NN i 22+00 33' NS N 1292.04 J 80 39'01 " 1153' 174.08' 8720' K 20°4921" 1 1200' 436.11 22048' N N N 33' 12 92.46 I NOTE, I, SEE SHT.'S 17 8 18 FOR STORM DRAIN, SHT, 14 FOR DRIVEWAY PROFILES 8 SHT. 26 FOR STRIPING AND SIGNING INCL. DISPOSITION OF EXIST.SIGNS. a 0 z 227-13-36 4 J W a� � - Z �O ~m A.P. 227-13-8 3 r0n a 0 z =-j 3 0 3 W IW m Q rr Ci ^ W O 0 X .� OW 4 I 3w0 ti + W y�0 0Mi 4 Q N N W QIx (TOTAL) ,� N �N" "' _zW a x=' �a c? 6A 6 + 3FQ- 3 J Z 3 a W Q J W U-) W \ l4- Y n 1n + W1-: a:ul N C� �= :' Y1 Q M - o CL SOL W W e W M UJ (n 1 2 3pc° W Q 04 4 3 r Nim oo W3 4 a . I 6A WIZ A. m 4^ o I+ o a ao (1 = J It W I ti 1 til e V N CD N +0.62% r t� 2� ^ O O' U. t0 ch W v aD N 0$ W) m o rf) 0) {p wi h00 lC) ^ - ^ 21+50 N N cD (3 N N N N N + 01 N C1 N N NN 22+00 33' NS N N CD N +0.62% r t� 2� ^ O O' U. t0 ch 4O N O 0 co O CO NORTH INW EXIST. F.S. (9) +0.462 % M O' t0 40 01 Q1 N N XIS7 GRD (0) R/W +0.3849% SIM cyh O% N N FUTURE T.C. S/S +0.4157% 6 `EXIST. GRD. 0) R/W C6 rn co N a a 4O 40 I" M ao 0 co Q1 O NORTH In Om l� lC) ^ In ^ 21+50 cD 01 N O1 t 01 N N N N + 01 N C1 N N NN 22+00 33' NS 1292.04 1292.04 HORIZ.: I"= 40 33' 33' 1292.25 1292.25 174.08' O.C. N N N N 33' 12 92.46 1292.46 FUTURE T.C. S/S +0.4157% 6 `EXIST. GRD. 0) R/W C6 SCALE: VERT. 1"= 4' 26 I9 X27 p a 28 2 a N 0 vj 0: H h 'toA.P. 227-13-53 A.P. 227-13-52 O v O p � W 6 a cD d M1- ='c �- Z ►. c� 1 CIL V j -X II 3 0 ch D i 00 N I Z to M F- DD 0 2 U W 00 J ti F- Q 3 + 0 3 2 _ID 34 m W M m c4- U) •' QQD z 3 m a ONO N 001 0a N X01 1 W �� •` ro. lL W M + 0 I C W In F- v + c� o co Z O OW N t N O' U O IL ~ 1L N i W f V ti N 4-4 tp -J Q r N 2 14 U 0 W Or 3 11 h0 O X ` 6A 0v p0 I / II + 2 I W 0� N 3 / - 29 3 a \ N D; ch N Vl N WQ: a rn co N a a 4O 40 I" M ao 0 co Q1 O NORTH In Om l� lC) In In cd 21+50 cD 01 N O1 t 01 N N N N + 01 N C1 N N NN 22+00 33' NS 1292.04 1292.04 HORIZ.: I"= 40 33' 33' 1292.25 1292.25 174.08' O.C. SCALE: VERT. 1"= 4' 26 I9 X27 p a 28 2 a N 0 vj 0: H h 'toA.P. 227-13-53 A.P. 227-13-52 O v O p � W 6 a cD d M1- ='c �- Z ►. c� 1 CIL V j -X II 3 0 ch D i 00 N I Z to M F- DD 0 2 U W 00 J ti F- Q 3 + 0 3 2 _ID 34 m W M m c4- U) •' QQD z 3 m a ONO N 001 0a N X01 1 W �� •` ro. lL W M + 0 I C W In F- v + c� o co Z O OW N t N O' U O IL ~ 1L N i W f V ti N 4-4 tp -J Q r N 2 14 U 0 W Or 3 11 h0 O X ` 6A 0v p0 I / II + 2 I W 0� N 3 / - 29 3 a \ N D; ch N Vl N WQ: a 30 48"W 1n - 0 1 g 2 K 1295 CONSTRUCTION NOTES I PROTECT IN PLACE 2�--- SAWCUT AND JOIN 3 REMOVE TREE AND/OR TREE STUMP a- TO BE RELOCATED /ADJUSTED BY AFFECTED UTILITY COMPANY 5 RELOCATE BEHIND PROPOSED E.P. /R/W AS DIRECTEC BY CITY ENGINEER O- EXCAVATE AND GRADE PER TYPICAL SECTIONS 6A REMOVE AND DISPOSE 8a-- CONSTR. 8" P.C.C. CURB PER STD. 301 Il FIORN0601 AMR PEASE 9" .. . 12 CONSTR. 8" A.C. BERM PER STD. 313 f3 FURNISH AND PLACE 5" A.C. OVER 6" A.B. 14 FURNISH AND PLACE 4" A.C. DRIVEWAY TRANSITION 17 - ADJUST WATER VALVE COVER TO GRADE J NK 19 FURNISH AND PLACE 29" X 18" C.S.P.A., 12 GA., ASPHALT LINED 8 COATED ki Q _ . -i a N O \ W rr,0 3 �~ v N O o w -� Q Q / 3 ' S FURNISH AND PLACE 6' CHAIN LINK FENCE PER CALTRANS STD. FIO Z 0W z 4-'i a m 'pp oc m -i ^ O 0 = i /- 2 � - 13 M TO CONSTR. NEW WOOD FENCE TO MATCH EXISTING Oki c� U9) �_ Qm SINN WZ La � 00 µ ��� II Nma Qv A8� - °i�ti� 21k5� , 6 tn� a1 WPN 0 `S' ►►Y 69)i Q: AS i FUTUREC86 LL O m� N 3 o I I I I p / �- �� 2 6 1 '� V) O M Fes- a 69 - '' 6A I I ; I; v" f 1 0� �' / 6 S J 0- ~ FE m t �� W4 �41� 0 74-- - - - - - "; I 6 261.5 4- O 0bX x ULTIMATE R/W W 0 01 k U cLn' / , 3 - ��/ 6 0 o A.P. 227-13-54 N lel Q EXIST. R/W " O - -- - -- -- - -_ - - s w " - 4-N -- 0 i. --- f 4 _ - to U. - _ TF ,tel mm - - ------ i I ---- - - B J18"R.C.P - DBL. 5 x 2 R.C. �I I I _ 13 J I ' N o IM -N - 4- --; Itil 6 u- -- - - - la - Z 2"G. - 17 �r 77 2 - 6 -- _ ,T,-- - -- - -- -ITT--- _ -�� 0 POWER POLES RELOCATED PER EDISON I - - - - - _ _ _ _/ n_� __/�A/� - _ 12 W 23 2 G �► e - /1 - - - -- �� - n = - -- -- - - ---- -- - ' - _ DATE DESCRIPTION OF REVISION ION CITY Lu Lli- _ - APPROVED �--_ - C . D LLJ-�� 48'W 13 CITY OF RANCHO COCAMONGA - - --�- r 12 � v ►� y LU - _ - - PLAN AND PROFILE FOR Q El' -- Y Cc OLD BASELINE ROAD mZU) W o BASELINE ROAD I o Wo" E °Q o zou 10 STATION 1+50 TO STATION - 0 K W Q a W I OI Q �3 .0 W aci N ��W a NOTE: n W 11 = 3 0 W 3 ki m ; 3 ' Z�z ALL TREES AND/OR TREE R FESSIQ APPROVED BY: / DATE: / W z f- 0C O O OD W --3 Q Nq 3 cn N Q : ¢ z o � y : I j -u" of 4 STUMPS WITHIN THE LIMITS OF J ��O .t1. TOP CITY CITY ENGINEER R.C.E. NO. 22397 1-- z o 3 W h w W GRADING SHALL BE REMOVED. a �� �r @) o 3 3.N v -1 m Q 4 m � W � W p ♦ O 6A O ' a 1 � 4 �U."1� No. 15308 � T DESIGN . PLANS PREPARED 8Y: RECOMMENDED u� ' � L r+4- N m z N W 4 3. Esu 3-3L-93 * �. A.P. 227-18-54 N Q Q A.P. 227-l8-33 l \ lvIv DRAWN T WJ 1 1 '10 t 0 � A.P. 227-18-3 �� SHEET cr f OF CAt. CON LTING Y1L ENGINEERS OF -�.s-z- Z a a CHECKED f53U8 DRAWING NO. W R.C.E. NO N W. T DATE z R s7 FILE NO �35� STA. DISTANCE FROM (L- F. S. ELEVATION EXIST. E.P. ELEV. NORTH SOUTH NORTH SOUTH /NORTH SOUTH 21+50 33' 33' 1291.84 1291.84 214 73.05 33' 33' 1291.93 1291.93 22+00 33' 33' 1292.04 1292.04 22+50 33' 33' 1292.25 1292.25 1295 23+00 33 33' 12 92.46 1292.46 23+50 33' 33' 1292.67 1292.67 24+00 33' 33' 1293.08 1293.08 24+50 33' 33' 1293.49 1293.49 25+00 33' 33' 1293.90 1293.90 25+50 33' 33' 1294.36 1294.31 26+00 33' 33 1294.82 1294.72 26+50 33' 33' 1295.28 1295.14 (1295.47) -- ,� 27+00 33' 33' 1296.15 1295.36 (1296.12) - p*�� 27+50 33' 33' 1296.99 1295.63 (1296.83) ( 1295.80) _ 1204 '� � ^ N N 284-00 33 33' 1297.66 1295.40 (1297.43) (1295.62) 28+50 33' 33' 1298.11 12 95. 49 (1297.89) (1295.67) 29400 33' 33' 1298.27 1295.68 (1298.13) (1295.80) 29+50 33' 33' 1298.67 1295.75 (1298.57) (1295.80) 29+75 -- 33 - JOIN (1295.80) 30+00 33' - JOIN -- (1298.47) 30 48"W 1n - 0 1 g 2 K 1295 CONSTRUCTION NOTES I PROTECT IN PLACE 2�--- SAWCUT AND JOIN 3 REMOVE TREE AND/OR TREE STUMP a- TO BE RELOCATED /ADJUSTED BY AFFECTED UTILITY COMPANY 5 RELOCATE BEHIND PROPOSED E.P. /R/W AS DIRECTEC BY CITY ENGINEER O- EXCAVATE AND GRADE PER TYPICAL SECTIONS 6A REMOVE AND DISPOSE 8a-- CONSTR. 8" P.C.C. CURB PER STD. 301 Il FIORN0601 AMR PEASE 9" .. . 12 CONSTR. 8" A.C. BERM PER STD. 313 f3 FURNISH AND PLACE 5" A.C. OVER 6" A.B. 14 FURNISH AND PLACE 4" A.C. DRIVEWAY TRANSITION 17 - ADJUST WATER VALVE COVER TO GRADE J NK 19 FURNISH AND PLACE 29" X 18" C.S.P.A., 12 GA., ASPHALT LINED 8 COATED ki Q _ . -i a N O \ W rr,0 3 �~ v N O o w -� Q Q / 3 ' S FURNISH AND PLACE 6' CHAIN LINK FENCE PER CALTRANS STD. FIO Z 0W z 4-'i a m 'pp oc m -i ^ O 0 = i /- 2 � - 13 M TO CONSTR. NEW WOOD FENCE TO MATCH EXISTING Oki c� U9) �_ Qm SINN WZ La � 00 µ ��� II Nma Qv A8� - °i�ti� 21k5� , 6 tn� a1 WPN 0 `S' ►►Y 69)i Q: AS i FUTUREC86 LL O m� N 3 o I I I I p / �- �� 2 6 1 '� V) O M Fes- a 69 - '' 6A I I ; I; v" f 1 0� �' / 6 S J 0- ~ FE m t �� W4 �41� 0 74-- - - - - - "; I 6 261.5 4- O 0bX x ULTIMATE R/W W 0 01 k U cLn' / , 3 - ��/ 6 0 o A.P. 227-13-54 N lel Q EXIST. R/W " O - -- - -- -- - -_ - - s w " - 4-N -- 0 i. --- f 4 _ - to U. - _ TF ,tel mm - - ------ i I ---- - - B J18"R.C.P - DBL. 5 x 2 R.C. �I I I _ 13 J I ' N o IM -N - 4- --; Itil 6 u- -- - - - la - Z 2"G. - 17 �r 77 2 - 6 -- _ ,T,-- - -- - -- -ITT--- _ -�� 0 POWER POLES RELOCATED PER EDISON I - - - - - _ _ _ _/ n_� __/�A/� - _ 12 W 23 2 G �► e - /1 - - - -- �� - n = - -- -- - - ---- -- - ' - _ DATE DESCRIPTION OF REVISION ION CITY Lu Lli- _ - APPROVED �--_ - C . D LLJ-�� 48'W 13 CITY OF RANCHO COCAMONGA - - --�- r 12 � v ►� y LU - _ - - PLAN AND PROFILE FOR Q El' -- Y Cc OLD BASELINE ROAD mZU) W o BASELINE ROAD I o Wo" E °Q o zou 10 STATION 1+50 TO STATION - 0 K W Q a W I OI Q �3 .0 W aci N ��W a NOTE: n W 11 = 3 0 W 3 ki m ; 3 ' Z�z ALL TREES AND/OR TREE R FESSIQ APPROVED BY: / DATE: / W z f- 0C O O OD W --3 Q Nq 3 cn N Q : ¢ z o � y : I j -u" of 4 STUMPS WITHIN THE LIMITS OF J ��O .t1. TOP CITY CITY ENGINEER R.C.E. NO. 22397 1-- z o 3 W h w W GRADING SHALL BE REMOVED. a �� �r @) o 3 3.N v -1 m Q 4 m � W � W p ♦ O 6A O ' a 1 � 4 �U."1� No. 15308 � T DESIGN . PLANS PREPARED 8Y: RECOMMENDED u� ' � L r+4- N m z N W 4 3. Esu 3-3L-93 * �. A.P. 227-18-54 N Q Q A.P. 227-l8-33 l \ lvIv DRAWN T WJ 1 1 '10 t 0 � A.P. 227-18-3 �� SHEET cr f OF CAt. CON LTING Y1L ENGINEERS OF -�.s-z- Z a a CHECKED f53U8 DRAWING NO. W R.C.E. NO N W. T DATE z R s7 FILE NO �35� a0D o ui 6 O O N N Z M O 1'- 1290 a GD cV WW U _ mm QD C1O MO O m nl cm M M M O 0C7 TOP BERM NOD M N OD N i- - N + _ M O 0;N Di too - +4.53% 1285 X1.62%. 01 O N cy - N + - N 4-1-680/0 EXIST. T.C. NIS -1.84%__ N "M .42.00(,/o +5.94 % 00 .-. N +I 968 0 N 1290 NOD N `` Ion a. Q. PROP. T.C. N/S 8" C.F. O w w a0D o ui 6 O O N N PROP. TOP BERM N OMD N O 1� N_M Co 'r' N_ 1285 OD } 2 160 N +2.06% O M 11 OD 0 N to OD N 1290 55.05' O.C. M O 1'- M m a GD cV WW U V � ch mm - C1O MO O m m O ~ O co + 160 0C7 TOP BERM N6'Om N N O U m M O 0;N Di too - V: + QD M N X1.62%. 01 O N cy - N + - N — _---- m -1.84%__ N "M .42.00(,/o +1.00% 00 N 1300 +I 968 0 M Ion a. Q. PROP. T.C. N/S 8" C.F. w w w m N k '^ cn W 2.13 0 EXIST. GRD.R/W O N cm PROP. TOP BERM N OMD N O 1� N_M Co 'r' N_ 1285 OD } 2 160 N +2.06% O M 11 OD 0 N to OD N 1290 55.05' O.C. M O 1'- M m rci O cV WW U V � ch mm - C1O MO O 00 � W Z U o N_ N_ to ~ O co + 160 PROP TOP BERM c) N lL N W N w N W I Z 0 !il m O O N - + Q3 M M V: + QD M N X1.62%. N N ODM OD OD N N +3.83% - -1.84%__ 1285 "M +1.84% +1.00% EXIST T.C. 3/S 1300 N Ion J Q. w w w m N k '^ cn W al CSD O N C6 00 M 00 M QD to OD EXIST. T.C.S/S � .i W N M M N N_ N_ + N N N N 2 5 4 A - CID N N_ O OD O N_ t co N co + 2.00 % Q U Z PROP. F.S. C W Q -EXIST. F.S. 4 N m o N h I% EXIST. GRD. R/W N co N 17 m 0 PROP. T C. SIS 8"C. F. 0% 4-2 + 1.9 CO m m OQ U !- N oZ N +W — OD O 54.91'0. C. Ci W OD CD ~ N M N wi d hc� Qf d1 - V 01 \ O m U N N�NM NQ N�Ncd X60°,O 55.05' O.C. M O 1'- M m rci O cV WW U V � ch N N + _m - C1O MO O 00 � W f� N_ N_ to +1.420/0 + 160 v F: c) N lL N W N w N W I Z 0 !il m O O N - + 7 CO m m OQ U !- N oZ N +W — OD O 54.91'0. C. Ci W OD CD ~ N M N wi d hc� Qf d1 - V 01 \ O m U N N�NM NQ N�Ncd X60°,O cc a� N 00 N N OD N 8 mh iciNhd civ c= 55.05' 0. C. (V - 9 BASE 55.05' O.C. M O M m rci O Vm QD 1► Ci Ci U U U V � ch N N + _m - N 01 w m m qq (h M 0 M 40 �--'� M�OC�Nm�,O�O +1.420/0 + 160 � O O Q► M -J J F: cc a� N 00 N N OD N 8 mh iciNhd civ c= 55.05' 0. C. (V - 9 BASE PROP. F. S @) q 01 h ch N 45.53' 45.53' 2 m M 0. C. p. C. (D-• o 5 ` Fri _N ��� OyY M M ca 0V: 00� O*ZMMW� y N M Na �W.r N_ 1_ Z> +0.946% EXIST. T.C. NIS + 1.69% o a to -5 EXIST. GRD. R/W _j_ Ma MwW OD 'ROP. T. C. NIS 10" C.F. - 2.40% °p x~ 10 v M W O _ o O N - ch - — pOj N �— N 4 2. 12% + 1.44% EXIST F.S. (q) q m � 55.05' O.C. M O C1 U O Vm QD 1► Ci Ci U U U V � ch V N.u a h O O 09 MNOdN00 j� N dp N N_ aD 01 w m m qq (h M 0 M 40 N N N N N M�OC�Nm�,O�O M Q ^ � O O Q► M -J J F: c) N lL N W N w N W I Z - u; J - - QD !il Ol LL Ia K N SOclN O O p + ^O O N NO N X1.62%. PROP. F. S @) q 01 h ch N 45.53' 45.53' 2 m M 0. C. p. C. (D-• o 5 ` Fri _N ��� OyY M M ca 0V: 00� O*ZMMW� y N M Na �W.r N_ 1_ Z> +0.946% EXIST. T.C. NIS + 1.69% o a to -5 EXIST. GRD. R/W _j_ Ma MwW OD 'ROP. T. C. NIS 10" C.F. - 2.40% °p x~ 10 v M W O _ o O N - ch - — pOj N �— N 4 2. 12% + 1.44% EXIST F.S. (q) q m � - O M O C1 M O U N U V V kl OD U O K aD ca O M 40 V OD wi N C\J OD M�OC�Nm�,O�O M Q ^ NcljN��NQ-M- r" J IC J W J W J W LL - M 0 M tr P M Os h 011 h O) tp tC M 01 N N N N N ny x 54.91' O.C. PROP. F. S @) q 01 h ch N 45.53' 45.53' 2 m M 0. C. p. C. (D-• o 5 ` Fri _N ��� OyY M M ca 0V: 00� O*ZMMW� y N M Na �W.r N_ 1_ Z> +0.946% EXIST. T.C. NIS + 1.69% o a to -5 EXIST. GRD. R/W _j_ Ma MwW OD 'ROP. T. C. NIS 10" C.F. - 2.40% °p x~ 10 v M W O _ o O N - ch - — pOj N �— N 4 2. 12% + 1.44% EXIST F.S. (q) q m � - O M O C1 M O - N N L -EXIST. GRD. R/W PROP. TC. SIS 10"C.F. PROFILE SCALE: HORIZ.= I"= 401 VERT I II= 41 ROAD 11 12 E.P]_17-5LLj 1300 1295 1300 13 14 cc NOTE: I I i SEE SHT. 15 FOR STORM DRAIN PLANS 31 AND SHT. 2G FOR STRIPING AND SIGNING SCALE: 1"= 40' a; N~ 4 INCL. DISPOSITION OF EXIST. SIGNS. U U cu 3 $ : 3 Fes -a: to m p M A.P. 227-17-4 O W ti ui 4 t I j - U G i U U C! ri vi Q Mf U � W 6 A = ts O V V V U V. Y m3 Moi ci so o w o lu m t �m v $o + v:ct IL U MUW atZ�j 40 IL vj N =+ I W�� IOC W Z v 3 3 LIMIT OF GRADING N + d + vi X m Z EXIST. R/W m a _ I I AVENUE A M W M W W» Wo ETIWANDA - W LIMIT OF GRADING 3 LIMIT OF GRADING B %� 0 C I Z EXIST. R/W O 10 A o m 3 3E FUTURE R/W Z 10 I - lO I 3 2 1 3 pn 3 3 3 3 I i t N r0 SD ) • • • — I ^ _ �- - ��= t�� (� ✓' :.% .�% '.,'� ��' �'� ' �� �'� �� �1� ' ----J`--- O I t 2 N 1 FUTURE CBG 9 EXIST. ROCK CURB T- -- - -- - - --._�— - _.._ - ----- -- - -- - - - --- -- —7-6--- - -- N- -- - --- D�.r -- - - - - -- - - m Q� / � "� 6 I2 7 � � 6 7 / 10+00.00 � � - 6 12 14+00.00 !3 13 JOIN EXIST N I NO°02�25"W 13 t3 NO°02 25 W M 2 - �, f0 6 17 10 12 2-cy r. aQo "-� N - -- - - - - - — - - - - - - - -4 W - - - .. - --- _ ._ -. -- - - - - - - - --- - - - - --- - - - - - - - - - --- - -_- - N -- -- - - - _ -- - - -4 W (ABN} - — - -- - - - - — — - - 12�� yy o _ - - - - -- --- --F- -- -� 2 G - - - - -- - .. ---. - - - -- - - --- - -- - _ « -- --- G+ _ - - �✓ �,� - I FUTURE Ca 8EXIST. ROCK CURB N m - - 12 - - 3 _ - __x •i� _ _ •- OB � ` i t � i 1 � FUTURE R/W J•� ( LIMIT OF GRADING I C lu i EXIST. R /W LIMIT OF GRADING 3 LIMIT OF GRADINGJ IO - 4 Z I 3 o Y W M m W. O EXIST. R/W °f IL _ a C.C. D. l 17 U U a C I I Z I O N o: Y m 3 ac O a z C a amo IL ? 3 2 � ' ci v+ k m _ 4 M U ac O H Z �` O I d � y M W ct 00: ti o O U) _ to U - 1- M 3 ci Q O _ � 2 Z F- b O k: 1- O W � = 2 0 2 U W W In ova o c;,`; # A.P. 227 -1e -2o -'3 °D o " z DESCRIPTION OF REVISION F= M U X OW+ W O' y~W _ Z 2 N Y ti- CITY OF RAN W W M O Z + U Q 4 0 ^ v m+ I I O I 4 1 RANCHO CU( W- it Z Iri ti n os 5 I a 3 ; 4 W + m 1 m 4 PLAN AND PROFILE F( `� O. F- 4 v N CONSTRUCTION NOTES 4 A.P. A. 227-52-4 I P. 227-13-39 - 4 � � ET! WA IVDA AVE1 I PROTECT IN PLACE ll' 491 491i �' .; 667' S/0 TO 4008 N /0 BASE 2 SAWCUT AND JOIN j 3 REMOVE TREE AND/OR TREE STUMP NOTE: APPROVED BY O—TO BE RELOCATED/ADJUSTED BY AFFECTED UTILITY COMPANY ALL TREES AND/OR TREE - : CURVE DATA STUMPS WITHIN THE LIMITS OF EESSIQNA R L T 5 6 RELOCATE BEHIND PROPOSED E.P./R/W AS DIRECTED BY CITY ENGINEER GRADING SHALL BE REMOVED. SEE SHEET N0. 9 ��0 jDR�F/may CITY ENGINEER - EXCAVATE AND GRADE PER TYPICAL SECTIONS A 15° 11 21 !71.751 45. 1 6A REMOVE AND DISPOSE 53 2?_.90 B 89° 5215411 35 54.911 34.93 a- CONSTR. 8" P.C.C. CURB 8 GUTTER PER STD. 303 10 CONSTR. COBBLE CURB AND GUTTER PER STD. 307 C 90° 0710611 351 55.05 35.07 @_CONSTR. 8" A.C. BERM PER STD. 313 13 FURNISH AND PLACE 5" A.C. OVER 6" A.B. 17 ADJUST WATER VALVE COVER TO GRADE Na. 15308 z \ E>tp 3-3I 93 # Jf CIV 11 Qa�� AIF 01 vA��c; ZU N V U N M ~V'O ��� _ M NO N M 1295 OD M "f 0 cl� O O O MU +O a +M M �. M M M Ir) Z - ny x �r - -1.84%__ w �- _w +1.00% EXIST T.C. 3/S 1300 J Q. w w h N k t0 W O OZ 1295 M M O 13 14 cc NOTE: I I i SEE SHT. 15 FOR STORM DRAIN PLANS 31 AND SHT. 2G FOR STRIPING AND SIGNING SCALE: 1"= 40' a; N~ 4 INCL. DISPOSITION OF EXIST. SIGNS. U U cu 3 $ : 3 Fes -a: to m p M A.P. 227-17-4 O W ti ui 4 t I j - U G i U U C! ri vi Q Mf U � W 6 A = ts O V V V U V. Y m3 Moi ci so o w o lu m t �m v $o + v:ct IL U MUW atZ�j 40 IL vj N =+ I W�� IOC W Z v 3 3 LIMIT OF GRADING N + d + vi X m Z EXIST. R/W m a _ I I AVENUE A M W M W W» Wo ETIWANDA - W LIMIT OF GRADING 3 LIMIT OF GRADING B %� 0 C I Z EXIST. R/W O 10 A o m 3 3E FUTURE R/W Z 10 I - lO I 3 2 1 3 pn 3 3 3 3 I i t N r0 SD ) • • • — I ^ _ �- - ��= t�� (� ✓' :.% .�% '.,'� ��' �'� ' �� �'� �� �1� ' ----J`--- O I t 2 N 1 FUTURE CBG 9 EXIST. ROCK CURB T- -- - -- - - --._�— - _.._ - ----- -- - -- - - - --- -- —7-6--- - -- N- -- - --- D�.r -- - - - - -- - - m Q� / � "� 6 I2 7 � � 6 7 / 10+00.00 � � - 6 12 14+00.00 !3 13 JOIN EXIST N I NO°02�25"W 13 t3 NO°02 25 W M 2 - �, f0 6 17 10 12 2-cy r. aQo "-� N - -- - - - - - — - - - - - - - -4 W - - - .. - --- _ ._ -. -- - - - - - - - --- - - - - --- - - - - - - - - - --- - -_- - N -- -- - - - _ -- - - -4 W (ABN} - — - -- - - - - — — - - 12�� yy o _ - - - - -- --- --F- -- -� 2 G - - - - -- - .. ---. - - - -- - - --- - -- - _ « -- --- G+ _ - - �✓ �,� - I FUTURE Ca 8EXIST. ROCK CURB N m - - 12 - - 3 _ - __x •i� _ _ •- OB � ` i t � i 1 � FUTURE R/W J•� ( LIMIT OF GRADING I C lu i EXIST. R /W LIMIT OF GRADING 3 LIMIT OF GRADINGJ IO - 4 Z I 3 o Y W M m W. O EXIST. R/W °f IL _ a C.C. D. l 17 U U a C I I Z I O N o: Y m 3 ac O a z C a amo IL ? 3 2 � ' ci v+ k m _ 4 M U ac O H Z �` O I d � y M W ct 00: ti o O U) _ to U - 1- M 3 ci Q O _ � 2 Z F- b O k: 1- O W � = 2 0 2 U W W In ova o c;,`; # A.P. 227 -1e -2o -'3 °D o " z DESCRIPTION OF REVISION F= M U X OW+ W O' y~W _ Z 2 N Y ti- CITY OF RAN W W M O Z + U Q 4 0 ^ v m+ I I O I 4 1 RANCHO CU( W- it Z Iri ti n os 5 I a 3 ; 4 W + m 1 m 4 PLAN AND PROFILE F( `� O. F- 4 v N CONSTRUCTION NOTES 4 A.P. A. 227-52-4 I P. 227-13-39 - 4 � � ET! WA IVDA AVE1 I PROTECT IN PLACE ll' 491 491i �' .; 667' S/0 TO 4008 N /0 BASE 2 SAWCUT AND JOIN j 3 REMOVE TREE AND/OR TREE STUMP NOTE: APPROVED BY O—TO BE RELOCATED/ADJUSTED BY AFFECTED UTILITY COMPANY ALL TREES AND/OR TREE - : CURVE DATA STUMPS WITHIN THE LIMITS OF EESSIQNA R L T 5 6 RELOCATE BEHIND PROPOSED E.P./R/W AS DIRECTED BY CITY ENGINEER GRADING SHALL BE REMOVED. SEE SHEET N0. 9 ��0 jDR�F/may CITY ENGINEER - EXCAVATE AND GRADE PER TYPICAL SECTIONS A 15° 11 21 !71.751 45. 1 6A REMOVE AND DISPOSE 53 2?_.90 B 89° 5215411 35 54.911 34.93 a- CONSTR. 8" P.C.C. CURB 8 GUTTER PER STD. 303 10 CONSTR. COBBLE CURB AND GUTTER PER STD. 307 C 90° 0710611 351 55.05 35.07 @_CONSTR. 8" A.C. BERM PER STD. 313 13 FURNISH AND PLACE 5" A.C. OVER 6" A.B. 17 ADJUST WATER VALVE COVER TO GRADE Na. 15308 z \ E>tp 3-3I 93 # Jf CIV 11 Qa�� AIF 01 vA��c; SCALE: HORI Z: I" = 10' VERT.: I" = I' 171+08 NORTH SIDE (289.98 INV. 6eQQ dv 10 `o��' 90A1° 1297 1294 ctiQP° \ ,h a �O N%` `��e 1294 1293 /Kqql� 14 ` 1296 �ti. 1293 1293 Q ,p`� �� lot QP l.3% 1293 6 Oki 9oQ• \ 96 h � GRADE 9h oQ 6 A T g� . 6 GRADE !3 TO JOIN 13 s s30 GRADE TO JOI °O 91' �Q. �) 9\ I500/0 6 °�o e� q GRADE TO JOIN 6 1292 ..t� 1295 JOIN 14 GRADE 13 ` 13 1291 �/ S-41�� 0.\0 TO JOIN AO. 1292 20 40 60 80 1291 180 60 40 20 rL 171+08 NORTH SIDE (289.98 INV. 6eQQ dv 10 `o��' 90A1° 1297 1295 ctiQP° \ ,h a A0\ `��e 1294 1293 14 1296 20/0 1293 Q lot 14 l.3% 1293 6 Oki 9oQ• \ 96 h � GRADE 9h oQ 6 A T g� 1292 II GRADE !3 TO JOIN 13 s s30 P °O �) 9\ I500/0 6 °�o e� q GRADE TO JOIN 6 1293 ..t� 1295 JOIN 14 GRADE 1291 ` 13 1291 �/ S-41�� 0.\0 TO JOIN AO. 1292 20 40 60 80 4vGe k. P• 1292 13 80 °\ GRADE TO JOIN 40 60 1294 �• 1 Qg•� 13 \9 18 Ab 40 20 1290 80 60 19 40 20 rk 6 0 ° 20 40 60 80 17+08 SOUTH SIDE 13+76 SOUTH SIDE 10 `o��' 90A1° 1297 1295 Qg• \ ,h a A0\ `��e 1294 14 1296 20/0 1293 Q 14 l.3% 1293 6 Oki 9oQ• \ 96 h � GRADE 9h oQ 6 A T r3 19 1294 II GRADE TO JOIN 13 °O �) 9\ I500/0 6 °�o e� q GRADE TO JOIN 6 1293 ..t� 1295 JOIN 14 1291 13 `�a• tia �/ S-41�� 0.\0 AO. 1292 20 40 60 80 13+76 SOUTH SIDE 11+ 56 NORTH SIDE 10 `o��' 90A1° 1297 1294 Qg• \ ,h a A0\ `��e 1294 14 1296 20/0 1293 �`QP 14 l.3% 1293 6 Oki 9oQ• \ 96 h � GRADE 9h oQ 6 A T r3 19 e� II GRADE TO JOIN QP °O �) 13 I500/0 6 °�o e� "'• GRADE TO JOIN 6 ..t� 1295 JOIN 1291 13 `�a• tia �/ S-41�� 0.\0 AO. f9 9�Q O 4vGe k. P• 1292 13 80 °\ GRADE TO JOIN 40 60 1294 �• 1 Qg•� 13 \9 18 Ab 40 20 P� 80 60 19 40 20 rk 11+ 56 NORTH SIDE 22+12 SOUTH SIDE ` 10 `o��' 90A1° 1297 1294 Qg• \ ,h a A0\ `��e 1294 14 20/0 1293 �`QP 14 l.3% 1293 � �� 1292 s � GRADE 1296 A T r3 19 6A I II GRADE TO JOIN 1293 °O �) 13 TO JOIN 6 °�o e� "'• 0 6 GRADE TO JOIN 1291 y. F • �, `�a• tia S-41�� 0.\0 �` QP°Q 1292 f9 9�Q O 4vGe k. P• 1292 13 80 °\ GRADE TO JOIN 40 60 �• 1 Qg•� 13 \9 � Ab 40 20 P� 19 19 °/'o 6 0 ° 1291 13 1290 0� 1141 20 19 19 � 1290 80 60 4 20 ZP x290 2% 20 40 60 80 22+12 SOUTH SIDE ` 10 `o��' 90A1° 1297 1294 !.3 V. P� ,h a � `��e 1294 14 20/0 \ �`QP 14 l.3% 1293 � �� 1292 s � GRADE 1296 A T r3 19 6A I II GRADE TO JOIN 1293 °O �) 13 TO JOIN 6 °�o e� "'• Q 1292 6 GRADE TO JOIN 1291 y. F • �, `�a• tia S-41�� 0.\0 �` QP°Q 1292 f9 9�Q O 4vGe k. P• 180 60 40 20 80 20 40 60 �• 1 Qg•� 13 � 1291 40 20 19 19 °/'o 0 60 40 20 13 1290 0 60 1 1141 20 0+24 NORTH SIDE (289.29 INV. D L. " x l8" C.S.P.A. 20+15.5 SOUTH SIDE 9a� 10 .�b2 90A1° 1297 1293 Gyp! \9 � `��e 1294 14 20/0 \ �`QP 14 l.3% f � �� 1292 � 1296 A T r3 19 6A I II GRADE 1293 �3As �) 13 TO JOIN �N' 14 "'• 6 GRADE TO JOIN 1291 y. F • �, `�a• tia S-41�� 0.\0 �` QP°Q 1292 f9 9�Q O 4vGe k. P• 180 60 40 20 80 20 40 60 20+15.5 SOUTH SIDE 9a� 10 .�b2 90A1° 1297 1294 Gyp! \9 � `��e 1294 14 20/0 nk 6A 14 13 f 0 � 1296 A T r3 19 6A I II GRADE 1293 �3As �) _ TO JOIN �N' 1295 "'• 6 GRADE TO JOIN y. F • �, `�a• tia S-41�� 0.\0 �` QP°Q 1292 f9 4vGe k. P• 180 60 40 20 �• 1 Qg•� � 80 60 40 20 v °/'o 0 60 40 20 13 1291 19 19 1290 80 60 4 20 19 +56.5 NORTH SIDE 1289.03 INV. DBL. 2 x I . . 66` .�b2 90A1° 1297 1294 2.00 % \9 � `��e \ 6' 14 20/0 nk 6A 14 13 f 0 � 1296 A T r3 19 6A I II GRADE 19- �� S �) TO JOIN �N' 1295 "'• 1272 `�a• tia 6A 0.\0 f9 4vGe k. P• 180 60 40 20 1294 80 60 40 20 T27+43.3 NORTH SIDE 1293.60 INV. 29" X 18" C. S. P. A. 23+87 NORTH SIDE 1294 /i�\_1293 20/0 nk 6A 14 13 f 1293 � A T r3 19 1292 N GRADE 19- �� S TO JOIN �N' "'• 1272 6A 0.\0 180 60 40 20 1291 v 0 60 40 20 23+87 NORTH SIDE 23+06.5 NORTH SIDE CONSTRUCTION NOTES �— EXCAVATE AND GRADE PER TYPICAL SECTIONS 6A REMOVE AND DISPOSE 8a---- CONSTR. 8" P.C.C. CURB PER STD. 301 13 FURNISH AND PLACE 5" A.C. OVER 6" A.B. 14 FURNISH AND PLACE 4" A.C. DRIVEWAY TRANSITION 15 FURNISH AND PLACE VARIABLE THICKNESS A.C. OVERLAY 16 COLD PLANE EXIST. PAVEMENT PER DETAIL ON SHEET NO. 5 I8 FURNISH AND PLACE 22" X 13" C.S.P.A., 12 GA., ASPHALT LINED 8 COATE 19 FURNISH AND PLACE 29" X 18" C.S.P.A., 12 GA., ASPHALT LINED 8 COATED QRO SIpN� 0 0�, No. 15308 Exp3-31- 93 *j N /i�\_1293 nk 6A 14 13 f A T �GQ. 1292 �N' 1291 180 60 40 20 23+06.5 NORTH SIDE CONSTRUCTION NOTES �— EXCAVATE AND GRADE PER TYPICAL SECTIONS 6A REMOVE AND DISPOSE 8a---- CONSTR. 8" P.C.C. CURB PER STD. 301 13 FURNISH AND PLACE 5" A.C. OVER 6" A.B. 14 FURNISH AND PLACE 4" A.C. DRIVEWAY TRANSITION 15 FURNISH AND PLACE VARIABLE THICKNESS A.C. OVERLAY 16 COLD PLANE EXIST. PAVEMENT PER DETAIL ON SHEET NO. 5 I8 FURNISH AND PLACE 22" X 13" C.S.P.A., 12 GA., ASPHALT LINED 8 COATE 19 FURNISH AND PLACE 29" X 18" C.S.P.A., 12 GA., ASPHALT LINED 8 COATED QRO SIpN� 0 0�, No. 15308 Exp3-31- 93 *j N .. HIGHLAND AVE. tjA,CLII'IC PROJECT VICINITY MAP ,NOT TO SCALE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER tHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACT^R FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLi1 FOR JOB $!-TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT., EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. r - UTILITY CONTACT. CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: GENERAL TELEPHONE COMPANY: (BOB) 422-4132 280 SOUTH LOCUST. P.O. BOX 2920 POMONA, CALIFORNIA 91766 SOUTHERN CALIFORNIA GAS CO: (714) 529-2070 2191 EAST BIRCH STREET (7141 529-2889 BREA, CALIFORNIA 92621 CUCAMONGA WATER DISTRICT: (71 LI) 987-2591 9541 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CALIFORNIA 91730 UNAUTHORIZED CHANGES & USES CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. F.S. C.F. (1302.01) T.W. B C.R. E.QR. —G— W _T- E.P. .AL-AE- R/W R.GP. A.C. A.M T.I.= R= 0 California Council of CMI Engineer/ P. land kwveyor/ OFF-SITE IMPROVEMENTS FOR r AO,wl Np. 13052 IN THE CITY OF RANCHO CUCAMONGA BASELINE ROAD AT VICTORIA PARK LANE 2&"x 26' COVER W/7'1/ ZaC1e _f6(F'Y PF -f CONST. UNDERk04LX Q4A/N &11.4MBR,4 FOUNDA,Py STD. .4Q015 OR PER STD. 507 41,90. AS RE29. APPPOI/ED EQUAL . .U.SE E,{'13T/NG Fe,4VE TD OA' 411V FROM CURB OPEN/NG 7-4 C4;r6q BAS/N A .� EX/ST lo"'Pl�f � FINISH SURFP.CE DAYLIGHT LINE CURB FACE EXISTING ELEVATION TOP OF HEAD WALL BEGINNING OF CURB RETURN END OF CURB RETURN BAS LINE WATER UNE TELEPHONE LJNE EDGE OF PAVEMENT EDGE OF PAVEMENT UNE RIGHT OF WAY REINFORCED CONCRETE PIPE, ASPHALT PAVEMENT AGGREGATE BASE TRAFFIC INDEX BEARING RATIO OVERLAY NEW A.0 ve PLACE # 3 @ 6 "0C C. • I SAWCUT .410 REMOVE EX/ST. ahW AE /NL E T " I EX/ST fjC. P. P/PE S/IE I PER DA'AW/NG V *"7 L -D /06 DETA/L "B� N. T.S. MOO/F/EO UNDER S/DEw�1L /C ORA/N ' ,BENCH MARK B.PA. 166313 ELEV. 1297.297 24' EAST OF T, ETIWANDA /.VENUE AND 40' NORTH .CF 4 BASELINE, SET BRASS BENCH DISC. IN TOP OF NE END OF A 41x.2' CONC. .BOX CULVERT. S4Kt, UT Ie QEpLAGE rX1,7T1A/4 P!J✓FME,✓T MoD/F/ED CU.PB 4` GU77F4Q PER CITY STD- 303 / DE'T!a/L "A " MoOiFiEO 6 " cveB ;¢` ZQ "�vrT��e GENERAL NOTES �1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED VERIFY: (A) STABILITY, OIL CONTENT AND GRADATION OF ASPHALT SURFACING. 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE SOIL. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR ANY OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, TO BE INSTALLED. 13. ALL REQUIRED STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 14. ALL CURB AND GUTTER WHERE GRADE IS LESS THAN 0.40 PERCENT, CONSTRUCTION NOTES AND ESTIMATED QUANTITIES /80 ✓^F SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" 91 C0MMC&C_IC. C&(VtFW^Y ANN1*Ck H 1tv-zeT vQM, 30,- 5S9 SF DOWEL PINS AT ALL EXPANSION JOINTS. 4PELOCATE Fr/5T/N6 0�97,5_R METE4e AS S1101411Y ON ALAN PE.P C.C.GY49 ? � S -S -d7 4vo 10E.51C DATE 15. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, S65 LF &e'\avr' 4t"1617VIO it/H/ ST.P/�E SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL 1AGrA44 6t7-6e-cr,3Ht- 22,0004 Z C-R BE SET ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT Coi1/S'T,P!/CT,S C ovE/-P INSTAL L TYPE NWA) MAeh Z -_,,e_6 PE,P 570.403 ----- -- -- - -- - /NS7,9LL 5'TPL-'ET L/6117- 27000L HP51/ / EA CVC-'l�h'C CJ ar(C!l7G�S 10 W_ CNccX�C OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. 1 G�;a &rQrKC�s eV. <A ADD ITIONAIL- S1`AKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED ��Nj- Zlz>.-l1l�C�'ic0 • Z G AT WARPED OR VERTICAL AREAS. 16. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS /� "`� W -07S C�9L Z C-ry STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. `VVIs l7�'�r � M�Na,44 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED / A� SIGN Ct9CIYr�NS Z7CAl-!�'C MAlVt!,lA Z �• RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. RELocAT.E .EX/8TC-�Pft� Fr> BAsiv 17. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR 1 2 EA• THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE SE,� IWC- /o..t�'o F04P 3/2,0, TYRE' ,LOCAT/Cu! � HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE CO,cl3T /8'JPCP Jo%c/ f')PD�oSED G.B. 14, L.F. SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS //5 PE�-VEX/ST/A45 WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS /EA EKIbTl�1G "CU.P'3 2�"G!/TTE�P �E,P �sro. 9a3 490 [F G 16W AO/!/ST v,4Ll/E CaliE,P To C,PAOE / EA I EA /NST�_I .5'T,PEET N,4ME S'/GN 1",eX_ S'TO. 40/ 02 / E�4. 2 EA //V5'T.4LL Y/ELO 5'/GN�E.P STD. ¢a/ 402 / EA. 121 ADJUST MAn/f/OLE TD GiP�90E ¢ E�5' 2 EA CONST,P!/CT !/flip/f1BLE Thi/C,E'itiEsS AC �.gVEMENT 33,500 S3!o SAWC!/T EX/5'7-/NGflC/��1✓EME/1/T 49 2/0 LF /NST.4LL 2it'6",PE/Jlt�400 h'E.•4/�E.P 124'3- 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. (A74(�1CNI� 4"5'OL/O YELLOW •�TiP/PE 9BG LF 21. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION SEE UTILITY CONTRACT THIS SHEET 22. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL /N5T,9LL 8"550IO 41///TE 57RI10E WlRloM.S ! ' BE' SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 23. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR 1'��1lNZ' Z?''P!i!'�1C cC?l1�C=CI'lON filel�{Y EA. /il/.5'r4LL TY�EG"Mr9,P,�CE,eS 20 <:5, C- .915�4. !t?1CN� B"T,PANS/T/ON 5'T/P/�E K��ie�MS ."9TEOiC'E GF/�A1/EMENT /75 CF TO FINAL PLAN APPROVAL). CITY OF RANCHO CUCAMONGA OFF SITE IMPROVEMENT PLANS PLAN AND PROFILE BASELINE ROAD FROM STA. 14+50 TO STA.24+21.99 TRACT NO 13052 CONST,PUCT UNDEP S/DEyYALk D.P.q/N PE,PINTI'STD.ASMDD/F/EDPE,P DET//L B f/EZEON /C,9 Ilrr� "''% APPROVED BY DATE'. CONST,eUCT /8",eCP @ S = O.00.S AND JO//Y EXIST/NG s7-ne,y P,"It/ tiI' OOfES.... , =_ CITY ENGINEER R.C. �HAR(FLr �C = DESIGN ENDED AeWILLIAM LYON LYONRANCHO aCUCAMONGA, CA WORN A 91730 ^Av%�k MORSE CONSULTING GROUP PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SUITE *201 IRVINE, CALIFORNIA 92720-1999 IRVINE (714) 730-7117 PALM DESERT NO. 20596 Irl� DRAWN ,F OFCAUEQ CHECKED EXPIRES SEP. 30, 1989 SCM LLW l< VA1,Ys,-OrL�/tssP SHEET EXP. 9/30/1989 __�L—OFA_ STANLEY 6. MORSE R.0E. NO 20596 DRAWING No � . DATE FILE NO 1W 7 5A5E L_ l IV E ED W I FIV l IVB PLAN # 1357 3 9 OF 40 ,PEMO(/E /NTE�PFE.P/NG /�.-q,PT 4F CorVC. OX0,61 tt%1LK /80 ✓^F 91 C0MMC&C_IC. C&(VtFW^Y ANN1*Ck H 1tv-zeT vQM, 30,- 5S9 SF 4PELOCATE Fr/5T/N6 0�97,5_R METE4e AS S1101411Y ON ALAN PE.P C.C.GY49 ? � S -S -d7 ,PEL DCATE MA/L BOXES 2 EA. DATE !�!N!- 4""�DUf.3GE YECLDIN S'T.P/�E S65 LF &e'\avr' 4t"1617VIO it/H/ ST.P/�E 895 /N6T,9ZL TYPEL" MARKLPS PEP STD. 403 INSTAL L TYPE NWA) MAeh Z -_,,e_6 PE,P 570.403 ----- -- -- - -- - /NS7,9LL 5'TPL-'ET L/6117- 27000L HP51/ / EA /EA 191\lN7� STOP AND STOP BAR G 16W CO REMOVE EXISTING CULVERT AND HEaDWALL5 AND BACKFILL I EA C0N5TiP1_1C7' CATCH BAS/N PEEP STD . 502 L = 4' 2 EA CONSTRUCT LOCAL DER,e6_551ON STD. 5/9 e 46 INSTALL C641P8 49E,0RE55 /ON F04P NAND/C,9�irE0 RAMP IV" ST.O. 3/0 2 EA / CONSTRUCT CU,PB GUTTE,P PE,P STO• f/E,PEON /00 LF 0 ��/S/O�/5 By MO.PS'E C�iVS!/LT//VG G.000P RELOCATE WOODEN I//fTO.P/.9 S/6N /EA CITY OF RANCHO CUCAMONGA OFF SITE IMPROVEMENT PLANS PLAN AND PROFILE BASELINE ROAD FROM STA. 14+50 TO STA.24+21.99 TRACT NO 13052 CONST,PUCT UNDEP S/DEyYALk D.P.q/N PE,PINTI'STD.ASMDD/F/EDPE,P DET//L B f/EZEON /C,9 Ilrr� "''% APPROVED BY DATE'. CONST,eUCT /8",eCP @ S = O.00.S AND JO//Y EXIST/NG s7-ne,y P,"It/ tiI' OOfES.... , =_ CITY ENGINEER R.C. �HAR(FLr �C = DESIGN ENDED AeWILLIAM LYON LYONRANCHO aCUCAMONGA, CA WORN A 91730 ^Av%�k MORSE CONSULTING GROUP PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SUITE *201 IRVINE, CALIFORNIA 92720-1999 IRVINE (714) 730-7117 PALM DESERT NO. 20596 Irl� DRAWN ,F OFCAUEQ CHECKED EXPIRES SEP. 30, 1989 SCM LLW l< VA1,Ys,-OrL�/tssP SHEET EXP. 9/30/1989 __�L—OFA_ STANLEY 6. MORSE R.0E. NO 20596 DRAWING No � . DATE FILE NO 1W 7 5A5E L_ l IV E ED W I FIV l IVB PLAN # 1357 3 9 OF 40 Mod��� Pfahs J�1n $ase(rhe WreieRIK AlArmov'r-0 P R&YL-Aaco DtivE iPo1{DAcyEs oU SH?: 2 - ADD COXIS77 107,,65 ADD S -S -d7 94eut DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA OFF SITE IMPROVEMENT PLANS PLAN AND PROFILE BASELINE ROAD FROM STA. 14+50 TO STA.24+21.99 TRACT NO 13052 CONST,PUCT UNDEP S/DEyYALk D.P.q/N PE,PINTI'STD.ASMDD/F/EDPE,P DET//L B f/EZEON /C,9 Ilrr� "''% APPROVED BY DATE'. CONST,eUCT /8",eCP @ S = O.00.S AND JO//Y EXIST/NG s7-ne,y P,"It/ tiI' OOfES.... , =_ CITY ENGINEER R.C. �HAR(FLr �C = DESIGN ENDED AeWILLIAM LYON LYONRANCHO aCUCAMONGA, CA WORN A 91730 ^Av%�k MORSE CONSULTING GROUP PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SUITE *201 IRVINE, CALIFORNIA 92720-1999 IRVINE (714) 730-7117 PALM DESERT NO. 20596 Irl� DRAWN ,F OFCAUEQ CHECKED EXPIRES SEP. 30, 1989 SCM LLW l< VA1,Ys,-OrL�/tssP SHEET EXP. 9/30/1989 __�L—OFA_ STANLEY 6. MORSE R.0E. NO 20596 DRAWING No � . DATE FILE NO 1W 7 5A5E L_ l IV E ED W I FIV l IVB PLAN # 1357 3 9 OF 40 pW 8 O �_ O 0 i v +0 o05 _ 1 MOO otill I� .� EX15T PAVEMENT- • NNrURAL GROUND -- ac o dJ AT N `EY. � W 8. m co 0-0Lil. 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THESE-ftA'N5, THEN THE L ST,PE'ET NAME sIgN PE,P STD. 401 � 402 00 REMOVE EX/STIN& CUL YE,PT HEAOhY/ILL S ,1BACCKF/LL !NSTALL Y/ELD S/GN PEEP 5TU. 40/ e 402 / CONST.PUCT CATCH BAS/N XE.P STD. SO2 L = 4' CURB veraeNS ST��I%� N FAC/L /T/ES ANO !" AD,,/UST MANHOLE TO GR40E CONST,PUCT LOCAL OEP.PESS/ON PE,P STIJ s/B N�9/V _i _7i� f A NE APPUETE T AY/NG O 13� CT0R1,q P .e I LA �CONST,PUC7•_ Y.9,P/,4BLE TH/CKNESS �?6. PAYEI'fENT--/NS7flLL CURB DEPRESS/ON FO.P ///I�VD/C.9PPE0 RXIVP PE,P STD 3/0 36 SAWCUT TO NEST L /NE CONSTiPUGT CU,PB ,,e GUTTER PER STD.309 WIi100/F/EO 6 "CF. PE•P DETAIL .9 ON SHEET / N//L L . $E" /VS'T•PUCTEO CO/VC!%e eE%Y Y-_Wl rhe r.Ye5E SY----/NSTALL 2"X 6'" REDWOOD ,SHE.40E,P 05 RELOCATE WOODEN �ilcm m " S/GN , �0--,PEMOlrE /NTEPFEP/NG P4�PT OF CONC- S/OFN',4L K 6 CONSTRUCT IINDE�P WAL K ORWIN D" C/TY STD. AS /SOD/F/ED PEEP OETA/L BON SHEET / MI�iPOI�EME/V T$'. 07 CONST,PUCT 19',e CP @ S _ O 005 AND ✓O/N EX/$ T/NG STO,PM D,e,41AI 14 IC2 1 c 17 I9 20 21 2 UNDEiPGRou,vn uricrri�s oA) -3F �9 ,1F w r� LANE too 92 caro xs/.vim "50f5Ee_1.1E ro c�w = TD P/A _ Ci 1 Ip C n,P ,PEGO/VSTiPUGT/0v e 7--o"I P40441 l O Ooc �. �w /1P✓ENT�� L "4/ z p Q %,� Ila PEGoG aT.6 EX/37-- GR,aTEa 48/.V - cSEE d L✓F /oSG Fb�P SitE f TY I Z o W Un OF 1//CTC'iP/moi F fONTAPO L 0�9TA . Cv�vSu�741e,4' Dwc. Q I- u1 R Ai e L' //y Ca.�8T, /B~�PC.R AND JO/c! PJPL7f�SE� C.B. o Q 3 W ~ -i Q fi�O•P/24NTAL___.�- /QSG,L 'r'�G' p v Z r o`�c t� } co , �N o �1 �� Q ?ovio�No3 wp Ln ) c9 ° X_ �-- Q JOIN EXIST. AC_. cJ W°C OJw _ 1 ,tea 01 S c� p �' dl o. = v PAVEMENT R? U w �z v u► : U d 0 t� N �_ w� 3 L9 3Q 22 �v I °� W U -j Luo W oc 4t 7 4 - 1302 In U cn z x = w w oc 4� /C I?I p Qv� O W W X : 't3z i sp 3 IL - o ut i �" O o o I � 13� � �* N p CON`'T' °" ' � `= _ X (n r 1Z m�0 sI �� O t l_ O E 55.91 w v d v t o --_ o Il! 1- x W �- P,, K : , R �I v N 11 + _ ►- 3 ca FU O 2 F N� CONSTX „ r ,E ,h �TrIRE i fol-� 0 "1643 1$� 1�+4 4c1 W nl 4'c $ o R w u, Q L ►-1� _ �H r � I � '1"1 EXISTING � c. -r f B. Mo a 13p- FUTU b W - \ o� -10 hal 3/ RF cvPe I t 11 }611 G cp F. C g C.F. 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GROUND AT FUTU Ik S' LY , R/ W /VOTE: /F THE RECONSTRUCT/O/V OF Y/CTOR/A PARKY ,NNE &1-00N57,f116T 3%9C OYER 4'AB 9/ cofvST. p,P/1/E,4PP,P0.4CH 1�ER STo• �O�a0K_ "" /4 _W T UNDE�PIz/i9 Y /N T/ME FOR THE CON iPUCT/O/V Xlsr/.�[G Q CU�PB 2¢ BUTTER PEEP STD 303 RELOCATE EX/ST/NO WATER METER AS Sf/OIYN AlFo N �--�9k._7__,1N57Az A,0.1115 7- VALVE COVEfTO G�PAOE --REL OCATE MA/L BOXES OF BASEL%/P�' WAD RE,? THESE-ftA'N5, THEN THE L ST,PE'ET NAME sIgN PE,P STD. 401 � 402 00 REMOVE EX/STIN& CUL YE,PT HEAOhY/ILL S ,1BACCKF/LL !NSTALL Y/ELD S/GN PEEP 5TU. 40/ e 402 / CONST.PUCT CATCH BAS/N XE.P STD. SO2 L = 4' CURB veraeNS ST��I%� N FAC/L /T/ES ANO !" AD,,/UST MANHOLE TO GR40E CONST,PUCT LOCAL OEP.PESS/ON PE,P STIJ s/B N�9/V _i _7i� f A NE APPUETE T AY/NG O 13� CT0R1,q P .e I LA �CONST,PUC7•_ Y.9,P/,4BLE TH/CKNESS �?6. PAYEI'fENT--/NS7flLL CURB DEPRESS/ON FO.P ///I�VD/C.9PPE0 RXIVP PE,P STD 3/0 36 SAWCUT TO NEST L /NE CONSTiPUGT CU,PB ,,e GUTTER PER STD.309 WIi100/F/EO 6 "CF. PE•P DETAIL .9 ON SHEET / N//L L . $E" /VS'T•PUCTEO CO/VC!%e eE%Y Y-_Wl rhe r.Ye5E SY----/NSTALL 2"X 6'" REDWOOD ,SHE.40E,P 05 RELOCATE WOODEN �ilcm m " S/GN , �0--,PEMOlrE /NTEPFEP/NG P4�PT OF CONC- S/OFN',4L K 6 CONSTRUCT IINDE�P WAL K ORWIN D" C/TY STD. AS /SOD/F/ED PEEP OETA/L BON SHEET / MI�iPOI�EME/V T$'. 07 CONST,PUCT 19',e CP @ S _ O 005 AND ✓O/N EX/$ T/NG STO,PM D,e,41AI 14 IC2 1 c 17 I9 20 21 2 UNDEiPGRou,vn uricrri�s oA) -3F �9 ,1F w r� LANE too 92 caro xs/.vim "50f5Ee_1.1E ro c�w = TD P/A _ Ci 1 Ip C n,P ,PEGO/VSTiPUGT/0v e 7--o"I P40441 l O Ooc �. �w /1P✓ENT�� L "4/ z p Q %,� Ila PEGoG aT.6 EX/37-- GR,aTEa 48/.V - cSEE d L✓F /oSG Fb�P SitE f TY I Z o W Un OF 1//CTC'iP/moi F fONTAPO L 0�9TA . Cv�vSu�741e,4' Dwc. Q I- u1 R Ai e L' //y Ca.�8T, /B~�PC.R AND JO/c! PJPL7f�SE� C.B. o Q 3 W ~ -i Q fi�O•P/24NTAL___.�- /QSG,L 'r'�G' p v Z r o`�c t� } co , �N o �1 �� Q ?ovio�No3 wp Ln ) c9 ° X_ �-- Q JOIN EXIST. AC_. cJ W°C OJw _ 1 ,tea 01 S c� p �' dl o. = v PAVEMENT R? U w �z v u► : U d 0 t� N �_ w� 3 L9 3Q 22 �v I °� W U -j Luo W oc 4t 7 4 - 1302 In U cn z x = w w oc 4� /C I?I p Qv� O W W X : 't3z i sp 3 IL - o ut i �" O o o I � 13� � �* N p CON`'T' °" ' � `= _ X (n r 1Z m�0 sI �� O t l_ O E 55.91 w v d v t o --_ o Il! 1- x W �- P,, K : , R �I v N 11 + _ ►- 3 ca FU O 2 F N� CONSTX „ r ,E ,h �TrIRE i fol-� 0 "1643 1$� 1�+4 4c1 W nl 4'c $ o R w u, Q L ►-1� _ �H r � I � '1"1 EXISTING � c. -r f B. Mo a 13p- FUTU b W - \ o� -10 hal 3/ RF cvPe I t 11 }611 G cp F. C g C.F. 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CITY ENGINEER RC- '"' ' DESIGN M NIDED L L `1l n oDr �s TD OrA1 s� rrhe, x;35 (a1 6M15VE AAD jeeps ge-& ��; `i C U Ru E:_ DATA No. Q R L T A 21 ° 5 T e)" 1000.00' (cSq. 4b2` 349. 2o' e Ob° 52' -� I" 1753.00' 271 • l--274' 136. 04 c� 102° 50'42" 35.00/ (02.02' 43.08' bl,4-001' I S" 35.00' 51. 33' x!•53' E 21°42' 10'' 11600.00' (051.01' 345.041 F 21° 42' 10" 104-7.00' 0q-62' 334.05 Q H 7° 35'4••_0" --s0 19' 2rf'1 175_3.00' 240.00 2_32.30 30.63' 1 35' 15-311 4 1 1413 25` r J 220 1&'31" 60.00" 23.33" /l. 1' K Ce 27' 65` 19-18.00' I 1 �T E�'/ST Pi9YEMENT I �6 TD QEM.9/rV 46 F11TUiPE CT/ON_ rIv.Ts /MPPOIrEMENTS B ����Ng F,POM 5719 /4 / 50 00 TO ;�T•9 1!0 + 00.00 ADD SASIA18 Cz) AVD 1? C. P. A.,• C,(.R✓.E a,47 -A - 8E,k' owe /o.54, DESCRIPTION OF REVISION lc- E S[Y ,P/!Y _ Ua I clsr I ��C•RD• FUT✓2E /MP,PDI'EMEN 6- S- 7Lt DATE CITY APPROVED CITY OF RANCHO CUCAMONGA JI -. OFF SITE IMPPOVEMENT PLANS PLAN AND PROFILE BASELINE ROAD FROM STA. 14+50 TO STA.24+21.99 TRACT N013052 APPROVED BY: _ DATE: 8. CITY ENGINEER RC- '"' ' DESIGN M NIDED L L `1l n oDr �s TD OrA1 s� rrhe, x;35 (a1 6M15VE AAD jeeps ge-& ��; `i DRAWN SHEET 2 Z 2� REMOVE P.KD REPLACE MYL- APrRIIAC•HES ,I - 29 86•� I'�dj8d �, CHECKED rr EXP 9.30'8 OF - DRAWING STAi�I EY C. RSE 20596 R.C.E. NO N0. p:�Gt'-;PTI01�1 pF RE'%ice>ION CITY DATE APP90VED S G M DATE C FILE NO BA 5E LINE i�T) WIOENINNo PLAAi # 13 7 40 OF 4D