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Home My WebLink About1468 INDEX OF SHEETS BENCH MARK , S.B.C.B.M. 01112 CITY OF RANCHO CUCAMONGA I STREET TITLE SHEET ELEV. 1203.744 FEET ADJ. 10/26/82 2 STREET TYPICAL SECTIONS/DETAILS DOLT STAMPED S.B.C.B.M. 01112 AT FOOTHILL GENERAL NOTES 3-5 STREET PLAN AND PROFILE BLVD. AND 1-15 FREEWAY, IN NORTH CONCRETE 6-13 STREET CROSS SECTIONS CURB CENTER DIVIDER, NORTH OF W-LY CONC.I Ty OF RANCI 10 CUCAMONC3A BRIDGE SUPPORT, 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 - 1991 EDITION. CONTRACTOR SHALL 14- 15 SIGNING AND STRIPING PLANS FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE IG- 18 ' STANDARDS AND SPECIFICATIONS. Q STREET , INPROVEMENT PLANSSIGNAL PLANS l 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER 89 - _ POLES. WATER METERS. VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN Q FOR 2A ACT/V/T Y CENTER OETA/LS ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS { WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. RELOCATED ORP PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO PRIVATE N G I N E E R S NOTICE TO CONTRACTOR : CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE F0o1TfiH_L O BOULEVARD CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS "ING THE COURSE OF HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY FOOTH I LL BOULEVARD CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY= THAT THIS REQUIREMENT SHALL APPLY CONTIWXXJSLY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY AND NOT BE LIMITED TO NORMAL_ WORKING HOURS= AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AHD THE FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ONENGINEFR HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THESE PLANS. S T E EXCEPT 1 NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENG I NEER. THE EXISTENCE AND LOCATION OF ANY tINDERGRO IND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA _ �., 13724 AVAILABLE RECORDS. TO THE BEST OF OUR IQMLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SH MN ON THESE PLANS. THE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION �' • CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LIDS OR STRUCTURES WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. NOT SHDVN ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF. AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONTRACTOR 4HALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES 1'O THE ENGINEER PRIOR TO THE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENG I NEER. PAVING COM1f1FNCEMFNT OF WORK. STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50-FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED RED BY CITY ARROW HIGHWAY CALTRANS DISTRICT 8 ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. GENERAL NOTES ,* CONSTRUCTION NOTES & QUANTITY ESTIMATE W 6. ALL SEWER. WATER. ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS. VICINITY MAP MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. NOT TO SCALE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. 1 . AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN 10. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY 1O CONSTRUCT 6- A.C. PAVEMENT OVER 4- MIN. CLASS 2 A.B. 123,200 S.F. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT IN OR NEAR THE STATE RIGHT OF WAY. CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO (SEE CALTRANS GENERAL NOTE 9 , SHEET IOF 20) NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH MAKING THE CONNECTION. 2 CONSTRUCT VARIABLE A.C. OVERLAY [0. 10' MIN.I . 134, 100 S.F. THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED 11 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY 3 CONSTRUCT 8- P.C.C. CURB W/ 24- G_gTTER PER CALTRANS 2,475 L.F. BY THE STATE' S REPRESENTATIVE [STANDARDS OTHER THAN STATE MUST STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY STD. -NB-A-. TYPE -A2-8- OVER MIN. 6' CLASS 2 A.B. COMPACTED 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED BE PRE-APPROVED AND JUSTIFIED) . AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND TO 95% RELATIVE COMPACTION AS PER CALIFORNIA TEST 216. TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK O CONSTRUCT LOCAL DEPRESSION PER CALTRANS STD. -D-78-. 6 EA. TO VERIFY STABILITY. OIL CONTENT AND GRADATION OF ASPHALT PAVING. 3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. BY THE STATE. ADEQUATE CLEAN-OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRICTION WITHIN THE STATE'S OPONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. 14 EA. 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE 4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS N 8-B CASE"A- SUBMITTED A"SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS EROSION CONTROL (HYDROSEEDING OR EQUIVALENT. OR AS DIRECTED BY NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE THE STATE' S REPRESENTATIVE) . THE RESPONSIBILITY FOR MAINTAINING STATE. 6O REMOVE EXISTING A.C. PAVEMENT. 59,200 S.F. BASE. EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF 12. WHERE SURVEY MONUMENTS EXIST. SUCH MONUMENTS SHALL BE 7OCONSTRUCT 6- P.C.C. CURB ONLY PER CALTRANS STD. "NO-A". 4.6 6 O L.F. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO TYPE -Bi -. TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF. OR BUSINESS AND PROFESSIONS CODE. SECTIONS 8700 TO 8805 APPROVAL) . CAUSED BY. THE CONSTRUCTION PROJECT. (LAND SURVEYOR' S ACT) . O SAWCUT EXIST. A.C. PAVEMENT TO CLEAN. STRAIGHT EDGE. 10,200 L.F. 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF 5. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL 13. THE PAVEMENT MUST BE SAW-CUT 2' MINIMUM FROM THE EDGE OF 9O INSTALL ST. LIGHT 16.000 LUMEN H.P.S.V. , BY S.C.E., PAID AND 11 EA. A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL TIMES. I .E. . THE WORK INSIDE THE STATE RIGHT OF WAY MUST PAVEMENT. THE SAW-CUTS MUST BE PERPENDICULAR OR PARALLEL COORDINATED BY DEVELOPER. ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR BE FENCED OFF WITH NO ACCESS TO THE WORK AREA FROM THE TO THE STATE HIGHWAY CENTERLINE. DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY FREEWAY. 10 INSTALL STREET TREES PER CITY OF RANCHO CUCAMONGA STD. 601 86 EA. BETTER THAN THE NATIVE MATERIAL. 14. ALL SIGNING. STRIPING AND PAVEMENT MARKINGS SHALL BE AND NOTES HEREON. 6. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS OBSTRUCTED AT ANYTIME UNLESS SPECIFICALLY ALLOWED PER THE MANUAL. PUBLISHED BY THE STATE OF CALIFORNIA. DEPARTMENT 11 COLD-PLANE EXIST. A.C. PAVEMENT TO LIMITS SHOWN ON PLAN e5 oto S.F. STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. ENCROACHMENT PERMIT AND/OR AS DIRECTED BY THE STATE' S OF TRANSPORTATION. AND THE SPECIAL PROVISIONS. ALL [0. 10' MIN. THICKNESS. 4' MIN.. WIDTH) . SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE REPRESENTATIVE. PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. NOTED ON THE PLANS. 12 ADJUST MANHOLE TO GRADE. 4 EA. 7. ALL FENCE RELOCATED TO FACILITATE THE CONSTRUCTION OF 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE THIS PROJECT INSIDE THE STATE RIGHT OF WAY SHALL BE 15. THE EXACT LOCATION OF ILL SIGNS SHALL BE DETERMINED IN ( 13 CONSTRUCT MoD/f/e0 49MMEA61ALVA/uB appeOAf4y CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS PWN REPLACED WITH CL-6 FENCE AS SHOWN IN THE STATE' S STANDARD THE FIELD BY THE STATE S REPRESENTATIVE. PER CITY OF RANCHO CUCAMONGA STD. 306. i�,� P6AM ,-I 06T4/l- 2,060 S.F. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. PLANS OR WITH A BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LOCAL AGENCY STANDARDS. 16. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN @REMOVE EXISTING CURB 1,330 L.F. LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY INCLUDED IN THE OTHER ITEMS OF WORK. 8. WHERE TYPE CL-6 FENCE DOES NOT EXIST. THE STATE RIGHT OF SANDBLASTING BY THE CONTRACTOR. 15 CONSTRUCT 19"A.C. DIKE PER CALTRANS STD. -N8-A,TYPE°A 2,860 L.F. WAY FENCE MUST BE UPGRADED TO TYPE CL-6 FENCE. AS SHOWN 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND IN THE STANDARD PLANS. 17. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR I6 CONSTRUCT ONSTRU T CURVILINEAR D ILIN AR SIDEWALK (6' WIDE) PER CITY OF RANCHO 13,400 S.F. 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE + 9. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED aSEAL EXISTING RR.C.B. WITH BRICK AND MORTAR. 4 EA. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM WAY IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION IN THE FIELD BY THE STATE' S REPRESENTATIVE. RESP ONS I B I L I TY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED WILL BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL 18 R E MOVE EXISTING RC.9. AND INLET SYSTEM AND PAVE WITH 6" A.C. OVER DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX [TI) OF 18. ALL SIGNS. ROADSIDE MARKERS. ELECTROLIERS. ETC. . SHALL 4" A.9. L.S. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 11.0 SHALL BE USED IN THE DESIGN OF THE TRAVELLED WAY. BE PROTECTED AND/OR REPLACED IN-KIND ACCORDING TO THE 10 IN6T^4L 82,000 L H•PS.C/ GTMEi=_T LIGHT ON A TYI-�E PJ-5-80 SIGNAL I AND A TI OF 7.0 SHALL BE USED FOR THE SHOULDER DESIGN. CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC ^NO/OT L/6KT/N6 ST/'W0Alw.9 POLE PVI.7-H /5' L0A f1Ab'vPZ AcM' �, 2" COAIIII T 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD THE LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL MANUAL. AT NO COST TO THE STATE. 5YYEEP /AND MLkV0^770N PER GAL-TIII 6TAND^/I' / 10 ES-GMA FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED BE SUBMITTED TO THE STATE' S REPRESENTATIVE FOR APPROVAL LUM041VIeE SHALL 454F CU7-Of�- TYPE yVr7w 1"yoTO EL ECTie/C UN/T. UPON REQUEST OF THE INSPECTOR. PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. LEGEND QUANTITY AMOUNTS NOT APPRdVED 17. NATIVE SOIL TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR Q STREET TREES LEGEND : BY THE CITY AS TO ACCURACY SEE TO FILL PLACEMENT. O STREET PLAN AND PROFILE CONSTRUCTION NOTES FOR STREET TREES CTENERAL. NOTE No. 13 HEREON. 18. ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO DOING ANY 5TRE5T SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. i. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601. WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. rAoTola- 6z-vD• • RHUS LANCEA AFRICAN SUMAC 24•'BOX,15 GAL 3b 24 y - -0 01r-r4 2 ALL STREET TREES3HAtt BE STAKED AND PLANTED ACCORDING TO CITY Q A 5 - 8C11 LT 19. ALL WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY SHALL BE TO STATEO SIGNING AND STRIPING PLANS STANDARD 605A OR 605 9 AS PROXIMITY TO HARDSCAPE DICTATES. �I STANDARDS. _ �DDE5 O NT # o A CAU � 7E /vlry CNR-) 1✓ Atju r --7 - Ro _-- I PURP,t F _ 3 BACKFILL MXIURE OF ALL STREET TREES SHALL BE PER THE RECCOMEND- �� " `�""'Y°`"'��°TT TO. :tk,-Vl51lA/s ar 7WE/lurk co� 20. STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR ESTIMATING ONLY. SIGNAL PLANS ATM OF AN AGRONOMIC SOILS REPORT FURNISHED TO THE CITY INSPECTOR. R�v/�� s�v�w,4 Lk_- Aq vv 5 T,e�Ei T, 6// . ACTUAL SECTION TO BE DETERMINED AFTER GRADING AND APPROPRIATE LAB - TESTS. A T. I . OF 10.5 SHOULD BE USED IN THE DESIGN OF THE HIGHWAY /, 3,¢ S�9 ReVis✓ays ar 7,YE('E�7X Co' �j• a. ::3 6A LANES SECTION. A T. I . OF 6.5 COULD BE USED IN THE SHOULDER AREA. 4. NO STREET TREES SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK DESCRIPTION OF REVISION DATE CITY 41 / IS CLOSER THAN THREE FEET IT 1 TO THE FACE OF CURB, UNLESS OTHER- APPROVAL 21 . CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY !4 J WISE NOTED. COMPANIES AS REQUIRED. 2 WORKING DAYS PRIOR TO EXCAVATION. 15 CITY OF RANCHO CUCAMONGA PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 3 5IN I5. ALL STREET TREES ARE SUBJECT TO SECTION AND ACCEPTANCE BY THE A. CUCAMONGA COUNTY WATER DISTRICT Q CITY ENGINEER 9641 SAN BERNARDINO ROAD FOOTHILL B RANCHO CUCAMONGA. CA 91730 Q141 987-21591 FOOTH/LL.. !6 I � OULELViA,PL'.o 17 B. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT STREET IMPROVEMENT PLANS M. BOB STALLINGS [8181 969-7911 � � v I PARCEL MAP NO. 13724 C. METROPOLITAN WATER DISTRICT 91 N m 1 P.O. BOX 54153 [7141 593-7474 At LOS ANGELES. CA 90054 EXT. 6461 p QROFESS/0�,q1 APPROVED BY / ; rr,, , DATE CITY ENQINEER• �j 1. Ute(, R.C.E. NO.4j9,53 *NOTE: UNDERGROUND ALERT CONTACTS: * 3 � �� 4G � DESIGN BY: - RECFI�ttP"rNhE�n GENERAL TELEPHONE INDEX MAP No. 42549 �, A.K.O. THE SO. CALIFORNIA ED I SON �EEP/`f. 13724 h c� r*+ SO. CALIFORNIA GAS COMPANY o/I SITE PURL/C w - _ /y Eip.l_1 00 'o FVKEITH SN frORAI/Yl�1A/YS SCALE; 1 • 200• DRAWN BY: COtIPANIEB T t`r"` �El CABLE COMPANIES SHEFTs TiVRU * � RIM � M.,, . CA A.O.E. - - , �M. . C, o,�, OF 8 J1f't civi" ��\P CHFrJTD BYZ11.1 lyampR.C.E. NO. 2519 DRAWING NO. E OF G A."�� DATE 'AJC- 9/ JI NIO. 114x6.00 / +P• FOOTHILL ST . IMP PLAN TITLE SHT #I - 198 [0.3403PF : 11416 2101 3Q-Aug-91 08:22 'M / 11416.00-999 5h.r�+ I e-..f (I .-, Ex/eT. P> UY- w 60' G5' O>K V^1elES /w G„•r.r FL EAST. EX. PAL-4 err 50' uArefES UA.R/E5 61' 3(; , ee , - 20 , 5044 50 0 w 1/AR/ES 38' ; !3 /8' 1 4?_ 36, SECTION H-H (/nrlESc/AJe/ES G OR VAK /4' ' c/we. /4' 10'l[ -12'x -3'-/a' vV,m,= tek,r,rMy VA/'GES .7 t� 7 t •1 Nonnor C M I 6' ;-1 3 � C H Zy 8 8 e e� I?I I * I J - ,! e� 18�. I Cur for \C"'O Gino. r 2 3 e 1 , ! P� 2 rr t1lrEs II !¢ 16 !f 2y -TEX EX. Pw,EMeIJT / 3 ` _ -- � stop.Brook L�•» PLAN M s , '� TYPE OS aOL INLETS ON GRADE 6 _ * OVER MIN. 6" CLASS 2 A.B. COMPACTED TO 95% OVER MIN, 6" CLASS 2 A.B. COMPACTED TO 95% 1 6 6 RELATIVE COMPACTION AS PER CALIFORNIA TEST 216. RELATIVE COMPACTION AS PER CALIFORNIA TEST 216. EX• 1AVEMEhIT I ts-o---,v°.,�.. 6'-0---. STA. 320+ 71 TO 321 + 8 � L<ND� STA. 34T+ 48 � -� 4 STA 324+73 73 TO 324+ 82.95 + 5 + --- --- T. 1 . - ll.o , R - �5STA. 346 Q TO 347 8010 • 7 Gurre• I �,F Vo,� Gtre• ; STA. 326 +84 . 25 TO 329+27. 25 wzT. I . = I I .0 I R = 75 sloop e,.o. t..l. PLAN Exler. TYPE OS IS OL INLETS IN GRADE SAG /w 50,CM 60' 6�'GJP 69'O/C VA44Z/ES R W 1/4" Checkered Plate 48' 5G'OR 62'OR VA/e/E.S Cover 81 Frame -1 t/�•R/�S V.41eJF5 - 2'� 10 - Vor 7"max Provide one Wx b�' brass 1:1 1 GENERAL NOTES flathead screw in each • ip I.W= Width Of depressed O 50' eel- �� oorn (Total�4)ver 1" Edger Finish �t pmn and shall be 4'on should 2 Gutter depressions Sh011 be Class •8"PGG 8•ttliCk. 51' �' ' d9 s 12 3 . a ers and 4 to 6 In citystreet utters unless other- • /2- /4 9 UP,JetEs �• 1.1 wise shown. 3 Establish curb opening height at mid point of grate. ' 8'OR UAR. le cw UAR. L 13/4'x 11/4"x 4'16/4 . �16 '' r = Da butter _gression. It shall be I1/ for shoukiersand 4. Details shown for PC.C. pavement. When A. C. Ivo to 3 to city street gutters or location: ouipde pavement is used comers to be cut off as shown on G `� �" Bend ' ' of shoulders unless otherwise shown ' 8L7.01TG' to clear-Place 6'!A t- ' " = Detoil of Asphalt Z N� � � two per side. 3 - 0 ---� �-- 6 � GH. Curb Height ph Concrete Povemerrt. ' SECTION C-C = GvtterorStraight CShou,lders direction Slope flow z e e s ( SECTION E - E ,! e e � VAS 1P� Y e sR s' _ -- 1 2,�� 2 - - _-- -- - ' qX 1 x CALTRANS STD. " D -78 ll MA - - �• l7''`��EIvlE1VT 6 J / ! � rr ! 6 ! 1 „ „ EX- f"JEMEAIT Type A or 8 curb N . T . S . G 3 m DOVER MIN. 6" CLASS 2 A.B. COMPACTED TO 95% Scoring Line v x OVER MIN. 6" CLASS A.B. COMPACTED TO 95% 1 RELATIVE COMPACTION AS PER CALIFORNIA TEST 216 STA. 331 X00 TO 332+00 RELATIVE COMPACTION AS PER CALIFORNIA TEST 216. �4 nd noir" _ - - STA. 321 + 48 TO 321+ 92 STA. 324+ 82.28 TO 326 +37.11 E t, E T. 1 . - 11. 0 R - - �- • �s STA. 330+ 4 115 TO 332+ 45.56 M NOTE: Pipe(s) can --j T. 1 . = I I. 0 , R = 75 any lWcaed in _ _ 0 0.10' MIN. COLD PLArE N r.- 0.10'MIN. OVERLAY OTE 4"R on opening O L�11T 01. OVERLAY TO BE AT Ex/sr p rcx It- i I A EXITING GRADC BREA XIS/ell IN �/w w �, 7/ , PR PLAN 13R AN E'�(ISTING LANE LIN , co' cs ole vA>e/Es INLET TYPE OS WN RE POSSIBLE. 46' OR VARIES to 6f , Old VfJe1ES 4c'OR VLIIPIGS 64 ' I EXIST. A.C. (/^JVES (/HI'eIES I VAX. VA) • CALTRANS STD . '� D - 72 'l 43 L 40'-136" 96 - 32 '-2B '-22' r 4e' 38' -40 ' r ' 8-('059. Ic ' N . T . S . 5u.3412 too 14' I'LT.-IG'RT. 5' ur�1e. vP+1e ro 33J t so /o' COLO PLANE EXIS A.C. FOR 0,10' MIN. OV LAS/ M/VZ7,f4 f%AgT even 24 5 7 8'1. e9. 7 G' 01=CuR6 kGUT7�1e, 7 1`1 �2� 8 ef• STATION 341 t 15 T D 7 ur t R=4r2 co A� z� z e �==- 8 --� z • z 8 f I e 2 I TYPICAL FEATHER DETAIL --s y 2 or variable r _ -- - _ 1s _ �� J _ '• �;jk� .. R=1" s N . T . S. R 9 EX15T PAVEMENT 2•/ 5 4 ,'..; . 6 , „ # a a E s - QaoF ESS/0,A, STA, 322+32 TO STA. 323+00 EX Pte!M 11 11 11 t1 rt0 �M )per l f, ST/9"ZWN538t277th CALTRANS STD. N8-A TYPE A2-8 Rwl,4f . I` ted- OVER MIN. 6" CLASS 2 A.B COMPACTED TO 95% A- . R R MIN. 6" CLASS 2 A.B. COMPACTED TO 95% STATION 341 tJ8.5,� _ ,; � - RELATIVE COMPACTION AS PER CALIFORNIA TEST 216. RELATIVE COMPACTION AS PER CALIFORNIA TEST 216. w No. 449 T STA. 321+92 TO 324 + 39. 77 STA. 340+ 22.39 TO 342 + 69 .44 _ y �`p-3.'�l o0 r T, 1 . = 11. 0 , R = 7S T. I . = 11. 0 R = 76 CALTRANS STD. 11 N 8-An, TYPEn B- l11 fOF CA,io N . T . S . APPm Ari••Kept=r»•°•. EXIST- EX. EX. stor" Porten o1 roup l¢/rV 50' 0'- Ole (d'11e1E.5 50r Sol JP/W 46'L 46 52. 58- 0,"< Vi°JeJ� ¢q' lES �=••.:'� � A6 - 45u//.Tw� UNe/ 3 GROOVING DETAIL LIP`DETAIL NOTES : DESCRIPTION OF REVISION DATE t/HRJES U�/FS 42' q0' 3" No*, a g. THE BOTTOM OF THE RAMP SHALL HAVE APPROVAL 36' ee'- a5 '-2p,_c._36._�, , AiL'r10H EXr6r• ECX�E /=Ir' I6 . 01-CLr6 At GUTTER, 18L16" 14' I/2"MP AT 45•. STiIT/ON,3381 'Z7 To 14 OR N�ICIeS '0)9, 1/A1QJ6S J4" 10. THE RAMP SHALL HAVE A APPROXIMATELY BORDER CITY OF RANCHO C U C A M 0 N G A WITH I/4" GROOVES APPROXIMATELY 3/4" !olomVAM P.C.. SEE GROOVING DETAIL. THE SURFACE 341 t 45. 6'e 59.5 T^• p �f 50• TD.7 Soo Neto to F RAMP SHALL HAVE A TRANSVERSE See Note to BROOMED SURFACE TEXTURE ROUGHER 7 G' r4 THAN THE SURROUNDING SIDEWALK EXCEP FOOTHILL BOULEVARD 3Q2 f00 Q.�, ��,z t � 7 vim`. � I A WHEN LOCATED N CENTER OF CURB rg �' 8 � -, 8 8 1 � RETURN. e B IS 8 �% P/. 8 I -1 it �,s 2 2% �a J �r, 1 I. WHEN RAMP IS LOCATED IN CENTER OF ?� ��- 2 .+�-'• ' s I s A a c CURB RETURN, IT SHALL BE GROOVED IN TYPICAL SECTIONS / DETA L SHEET L II S v4 Q� a ; GROOVES APPROXIMATELY WITH /2'' A.C. /6 w 3 o S.. Not. 1 I e e - 6 _ : �+ PARCEL N0 . 13724 ! 6 J 1 G /5 6 / �„r,,,p e a 776 v SEE GROOVING DETAIL. GROOVES SHOULD BE ALIGNED PARALLEL TO CROSSWALK Q �4 6 Arm c3 �'> Plornmp 12 SX A2�'X STRIPES TO DIRECT BLIND PEDESTRIANS EX. P�•VEM1=_J�J- 6 r 3 >K / QC. �aVEME1VT' Area 24 ►eo m�2 ;IM Curb � Full Curb I!�O APPRORIATE CROSSWALK. APPROVED BY DATE i2.sx Max- Height CITY ENGINEE A R.C.E. No. 24953 !14�`�R• i M OVER MIN. 6" CLASS 2 A.B. COMPACTED TO 95% of curb croarow „r,itr of r=,w.w." Tor or R. DESIGN BY: lam' RECOPiI rix t) crose.orl, -\.)A uo.�.ee... e= .r.�;,,a RELATIVE COMPACTION AS PER CALIFORNIA TEST 216. CASE "E" •' " bootee C.Rt.. of � -CIVIL caysTreucr3"n-,x.^-c. sw^rte �� sTnTroN 338 t 27 � 34/ t�8.5c3 CASE A arl,return ..� x ��*n A.K.D. THE �,� swA1e ��JotV s3,5tooro STA. 344 +=! 5. 30 TO 346 + 50 _- KEITH , 337f00 f. Cl< O1� 6ERM,ISL. PeR 1�LNV. DRAWN BY: COMPANIES -'" =o`"' 1. %-FL) T. 1 . 11.0 R = 75 :x�. / : ET*llll �Imo,,. OHM""U ; o 10 2 18 STA. 333 + 20. 56 TO 339 + 47.39 CALTRANS STD.° N8- B ' SECTION A-A 3 A.O.E. 11 / L T. I . = 11.0 R = 75 C14 CITE D BY: �1 c��U- Gam. / R.C.E. No. 42549 DRAW I W,-- NO. DATEJOB 1A. 11416.00 BORDER .AND T1iLE BLOCK 5E1-UP - 198IC.340JPF : 11415 2102 30-Aug-91 08:42 AN / 11416.00-994 Sheep 2- irf y 3 1 GENERAL SECTION 02515 - CONCRETE WALKWAYS 1SUBKITTSPECIFICATION . AI,s A. Samples of color and t�ure shall be su itted for approval of the architec , one sample for ar itect and one sample for field use. Before commencin any work, prepare sample panels of each finish type n less than 5 f t. x 5 f t. in size, using six, ma e rials and SECTION INTERLOCKING PAVING STONES ca✓ workmanship proposed for the actual work, a submit for W approval of the architectf The surface fin lly selected o by himPon the basis of samples cast shall maintained � Z- D CONSTRUCTION NOTES* at the job for comparison with the Lina work as the W basis for acceptance of the slab surfaces roduced. 1.1 RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS � � - A 1.02 AVE Wo1uc A Preparation d sub-base. Q OA INTERLOCKING PAVER BANDING AT EDGE DEF 8 Installation of base materials. N A. oncreto finish which is damaged, which not perfectly II Appticattondsaisterilant. A us to lin. and plane, which does not itch to drain, Q I A Al ACTIVITY CENTER DETAIL PER DETAIL 0 N THIS SHEET. t: ich is not thorough:y troweled and p operly surfaced a specified, which does not Contac at all points 1.2 SUBMITTALS ° Product B N.T.S. a inst a straight edge, which scuffs has any roughed A In accordance with section et,,;»ed**Shop Drawings,c- cF gM &A z I �r © INTERLOCKING PAVER BANDING PER DETAIL to surface, which is cracked, which oes not connect Two samples of paving stones shall be submitted 10 'TM4►1 W Q rgj - _ pr erly to adjoining work, will no be accepted and to indicate colors to be supplied on this pb. Colors b be selected from mane- 3 ON THIS SHEET o P.A.P'A' 40. P.A. = PLANTING AREA sha 1 be removed by the contractor a replaced by his wit cement f inish complying with t e requirements of lecturers available paving stone cororo. the pacification. 1.9 PRODUCT HANDLING W - - -a © 4'-0" SQUARE CAST IRON TREE GRATE, A Paving alortes shah be dared end urea1-181101311111119 111"d on Pilift d bouts In ci r _ 2. PRODUCTS such a manner that no damage occurs to the produce during hauling. n.r+alrp _ PROVIDE WEAKENED PLANE JOINTS MODEL N 0. RS-48x48, M A N U FACT U R E D BY or unloading at the pbsite. ; 4'_0' 7'-0° 70_ ° IN CONCRETE BASE McKINLEY TREE GRATE CO., PER DETAIL ON 2.01 MATMTAI,s B.C.R. . . . . A. Cement hall be Portland cement t II, conforming to pW12 pWODUCTaWOMATaN 342+69.39 " " ' THIS SHEET. 13-6 ASTM de ignation C-150. Maximum tal alkali shall not exceed 64 as per Federal Specif ation SSC 1928. Only 2.1 All interlocking concrete paving stones Mall be in accordance W" the TRAFFIC SIGNAL POLE one bran and one color of cement shall be used. patterns as shown on these plans where designated.These products shall be O o supplied by:Parma Concrete 12490 Day Street, Moreno Valley, CA 92388 C B A C I Tom.I TYP. I C D C C Op 4" THICK MEDIUM BROOM FINISH CONCRETE S. Aggregate It Phone:(714)653-1187. 1 0 1. Fine and coarse aggreqat shall conform to A3TK TP.A_C3]. Coarse aggregate sha 1 bo ]/t in. saximum in 2.2 MATERIALS size. A All interlocking concrete paving crones sinesconforb 1he tOMO'"k'2 s : HANOiCAP RAMP 1. Pavers shall have a mrnrmurn compressive strength d •.000 P.S.I. hREFER TO STREET II+AP. PLAN,C. Mater used all be of potable ality. INTERLOCKING PAVER FIELD, accordancewhthtestingprocedures ASTM C-140. SHEET N0. 5 OF 18 D. Admixtures o prevent seg ogation and to improve 2. Materials used b rrnanufacture nterloctcing oa�crete paving sfor»e • P.A P.A. PER DETAIL 0N THIS SHEET workability to accelerate a setting o! the concretecontamtothetonovvirq: will be perai ted provided a admixture propored shallfirst be appr ved in writin by the architect, and the a. Cement-ASTMr,150(Pornandcomerm E i oi i I proportions o the admixtur to be used shall be fixed b. Aggregates-ASTMC•33(washed.graded sand end rock•noexparndedby the archite P shale or lightweight aggregates) F.H. 15�-Ow ( n be in accordance with details as noted I I I A TV. Z. Standard Requir ents: Cl s 'A' concrete shall contain 3. Size, shape design and colors aha TRAFFIC SIGNAL POLE not less than 5 acks of a ent per cubic yard and shall on plans 1 l 1 1 1 be p roportioned attain maximum cylinder strength of B. SAND LAYING COURSE-Should be a clean washed sand with 10096 16_6• I - �,_0• I 30'-0'" I 36-01"• 30'-0'I -I 2,000 PSI in 28 aye. C press ive strengths are to be passing a No.4 sieve size and a maximum of 3%passing a No.200 sieve determined in acc rdance ith ASTH C-39. size, this is commonly known as concrete sand. F. Concrete Nix: Plan co ate for subs 1 abs shall b• a S 1• Thickness of sand laying course mould be uniform 10rm"an evensw fam sack Portland came mi 1 inc. maximum size aggregate, The designed thickness should be amaxrrumof 1 inch. t .� BOULEVARD -�� -F WHILL _ approved water red cin admixture and a maximum 5 in. 2. The sand laying course WxxAd be the responsibility d the pav"q stone ti� slump and shall be de igned for 2000 PSI compressive instatler. strength at 28 days. \ wt!-MSTALLATM Of MMOCK"CONCRM PAV1N0 STONM- 01 Curinq materials sh be for walks and other natural grey concrete water ealer equal to Thompson's C 4 B 3.1 Pavers st�a+lbectewtand treearoreignn+stertatsbetorehstatfati«t. MEIJIUM $(LODM ANlsf-f ` Z'sls" •: o curing and bond br ker compound, product of Z.A. •q ,� :' I CONCRETE PAVER BAND Thompson Co., Inc. 3.2 Irwip"ation should start from a comer or straight edge and proceed forward over ttlsQ,Jig ,�, q / I" DEEP SAND BED undisturbed sand laying course. 15 �. _ / 4" THICK CONCRETE SUB-BASE H Reinforcing 2.3 Pltving work shah be dumb.Nvet aiw true b fkte and grade since be kntalled properll► 2 REBAR CONT. 1. Reinforcing f 3-1 2" thick paving shall be 6 in. coincide and align with adjacent work and elevations. (AN edges must be retained to %n 7 » 7%w " secure the perimeter stones and the sand laying course.) X 6 in. v 1.4 x v 1 4 welded wire mesh, lapped not 3" less than si inche each way. A. Paving stones shared be rnstaned hand tight end lovef on the undisturbed card laying course.String tines should be used to hold pattern bias true. I G 3. ZXEC4TI01f °Co 8 ° /' / ' �� 8. A Roller Vibrato or Plate Vibrator should be used b compact the stones and b ° _- I = BUTT JOINT °N vibrate the sand up into the pints between the stones. o - -_ - . . . . . � . . . O • � III=11111 w w _ � • o . . Ck . o' • ].01 sv>xFAca coxDlTloxs C. Concrete sand should be spread overthe installed paving stones sothat tt -=11111 1111 -_ ° -11111 =11111-11111=IIIIIIIII- 11111 IIIA- 11111 11111 VIII=11111 Illll 11111 11111 11111- VIII-11111- may be vibrated into the feints between the stones. -VIII ° ° A. Inspection - WATE CONCRETE VIII -11111 11111=J�11 -Illi =11111 11111-VIII 11111-� _ D. Excess sand should be swept into the joints or cosvosed d from the surface area. VIII=IIIA= VIII=o VIII III = IIIA =I IIIA= 4 VII -11111 11111= VIII 11111-11111- _ 0 1. Prior to encing wor required by this section, E. The compteted Paving stone Irlatattation should be washed down and cleaned to III III inspect a work of oth r trades and verify that provide a clean tinishedworkmarnike rutanauon. ONCRETE PAVERS such work has been prope y completed and installed 15 VIII-VIII-11111- NATIVE SOIL COMPACTED TO 90% too alloy for proper inat elation of all materials and meth s required of t s section, 2.4 Cutting of paving stones can be cone with eilfm►a dOtA*beaded breaker Ora masonry saw. However. when cutting is reamed in roadways or precision designed areas a ,2,/8• 1" DEEP SAND BED 2. All val ays shall be inst lled in accordance with masonry saw isrecommerxW. THICK CONCRETE BASE PARTIAL SECTION the re irements of all go rninq authorities, the ��•• � oriqina design, and the re renced standards. 10AM¢ GOLOX TD G6 P1IOPRd✓L� 7 , C4 r' ATIVE SOIL COMPACTED TO 90% i 9. Discrepanci s 0/Tr 5-95a/4• 1. In th event of discrepancy, ediately notify the archi act. 2. Do t proceed with instal ation in areas of BRICK BAND A EDGE OF PLANTING AREA PAVER FIELD DETAIL disc epancy until all such dis epancies have been A DOUBLE SOLDIER E ful resolved. N.T.S. COURSE BANDING N.T.S. 3.oL MIXING or CRETE TREE All tr sit-mixed concrete shall be mi ad and delivered oQROf S/pN n acc rdance with the requirements f the standard ES 1 f speci ications for ready mixed ncreto, ASTM T Specif cations C-94. APPROn"Ism CRAOE r BELOW TOP VED SATE• OF WALK •. �� " A. Conor a Mix Design For Retarded Finish rk: Obtain a HARDSCAPE EDGE. I y r LhiN�, 42M � ` comp tent laboratory six design, eveloped in oC 3-31-OQ ' cons Station with the manufacturer o the surface rota dant. The design shall provide a aggregate « * } expo ure specified above and in general all contain /J the approximate relative aggregate size proportions , spa ified herein as a guide, (dry, rodded ights) will pr icL► e agap-graded mix which will require ecial care J'r I tY1�► �� in lacing. W.C. sand, not to exceed 35%; /8 in. San 'lEOF CAIj�� Fe endo grave, 65%; water cement ratio not to exceed \1 63 , at a placing slump not to exceed 4 inche M��UM �J��M S. T is of concrete shall i made by a testing boratory T"""'I I i '` a prove by the architect. cost of sampling an t CONCRETE PAVERS TREE GRATE BY McKINLEY quirod by these specifications shall be born byy the 48" SOU ARE the - I nor except that any retesting caused y the ontractor's negligence shall be paid for y the ROUT BALL MD#RS-48"x 48"15�w ontractor. ` 1 $Y %/+-A-0 7/4 CO. C. Cement shall be tested in accordancewith the atest f �� T N •• �l�T O• 6 IWIl1F. RECOMMENDAT10N5. w 7,c/w 1 w 7¢/w 1 w CITY requirements of the American society for T ting % .�#Oe AST IRON TREE GRATE DESCRIPTION OF REVISION DATE Materials. SAPPROVAL P C1AL NOTE : ° 8°eD AN PP �o ANGLE IRON GRATE EDGE W/ THE P4BLlC WORxS/NSPECTt R NDEPROJERe V1dF[,T PLAN EvQROVEO PER STD DWG- 502 1 9" • °a #2 REBAR INTO SUB SLAB C1 TY OF RANCHO C U C A M 0 N G A =-11111=-1111 - --VIII- NATIVE BACKFILL WITH no =11111-,'� $ • -1111 ROCKS GREATER THAN r ' ONCRETE PAVER BAND DIAMETER, 11111=1 I =- Iii 11=11111=11111- II = ILII=WFAK60 ,t,4^, S FG FOOTHILL BOULEVARD I ,10/"17" 6F �o' 0-a. 1" DEEP SAND BED 1~OVE a Ce 1i1 - - _ `' _ " t. REMNURY RSESTADES DEEP SAND BED 2. PCE FERr1UZER TABS PER mAwir• RECOMMENDATIONS MU PLANT CONTrAINER =VIII- IIIA-_l�ll�ill_ 4 THICK CONCRETE SUB-BASE ACTIVITY CENTER DETAILS U PRIOR TO PLANTING. FOR OBSERVATION PURPOSES. P. THICK CONCRETE BASEP A R_ A p N - TREE MUST BE VALVED SEPARATELY FROM GROUNDCOVER AND Tt1RF. CEL Ir O' 1 ��`tA ATIVE SOIL COMPACTED TO 90% ATIVE SOIL COMPACTED TO 90% I APPROVED BY 1 DATE CITY ENGINEER ' l/`4�'�' � R.C.E. NO. 24953 BRICK BAND DETAIL BRICK BAND AT TREE GRATE DESIGN BY; RECOMMENDED B C V.C. THE -CIVIL re N.T.S. N.T.S. a KEITH `w�T`"Tr� i DRAWN BY; -L" sutirnia SHEET Ma i TEC Tui COMPANIES .4XM1 RU[TI0H A.E. IM RE04TU =TA KU. rA W6,% :s:o=a« 2 A OF 18 CHECKED BY: .C.E. NO. 42549 DRAWING NO. - _ W.J.M. DATE 1- 6- 93 JOB NO. 11416.00 1468 t? of 43 Z: \1141600\SHEET3A.DWG 2-03-93 � .. - / ., i ' t: 1 { _ BENCHMARK : . . _ - __ - . . • . . . - . . , . , . . a PVI - 120 B.B.C.B.M, i . _ _ . _ _ - . . : . . . . . _ _ . . I : • : S �t : . . Z1�--. TR fif10N t- 44.84 l0 _i 12 k . _ . . . # - , _. ' - , : . . : . . . . . • : S,B:.C,B.� . :0111' AT o . �_W ,ONIBERM 50 2$ o > f BOLT STAMPED I �� ON BERM o N : N �,ri �r, w I FOOTHILL :BLVD & :I- 15 FRWY. IN N_ C\JCONO. CUi#B CENT R D I V I D R.- N. . I - . . . . . L11*rn ' N - {n ON : O O (D N f` O cD t` ^ti O I- jl7 (� M _ Q 1 N : �•• . _ . : M J . O '*eh O to 0 O . 1 : 00 in CO Q t M N O N N : O rA N M O N N O N o t` + . W LY Ci3NG. BRIDGE SUP 'ORT.. ' : 1205 -: ' . . . ' o - +It o cc sv o 0.438 % m N N . rn N ° : M O c\jo - "� 205 : i : : ; 01 .. : } rr N i $ N .N Q� - _ _._......-, . __ , __ . _ :-0.363 1% M N 1 ' . , . _. . _ . . 0.Z41 } : N : m N 2� 0.92 % y - -- • -----..., _.. .. _ i I ` ELEV' 1203 7�I4 FEET A J 10!26!82 ' : - _ _.. ._ - . . . /°� EXIST. GROUND , I . : : . . . � . I I loot v c. f7 f'LY PROP:TOP 'OF BERM : : 1 . t : - PROP:E.O.P.. 55 .N '0 . . . . : . . . f : : . . . - : : : . : PVI = 1205.30 4$ MIN. N/0 Q . . 1 . . - ; _ _ . _ _ __ _ �-- 200 _ _ __ . _ .. _ i __ �_ _ _ _ __ . ti . . . . . . . i : I > . . _ . . . . . ; . . : : I . 11 _. m ` 1 4 �� m co A _ N '� PROP PRO,.IECTED i :; I : . . . 0 - . c� rn � - p �v' � � o �-Iri 1� PA EMENT INT. . .Nt� : . � . 1 rn O • : O Lo O^ t U-1;p h�Lrw N+ 10 +O k� i p CV .��! . . . . . : - O to 11 M O ~ � 0�0 �� O � N � � OO + � N ,oNodO� id • 140 Olf) O� O . : - °. s O * K) - + M O - O O N N M -- .-14) r+-� -- ►� � _ M N N �O _ + ,4- - � i I + + O + `t �O ( M afJNN ONN RIN 0 - 0 I ' cu ON 00 NN fn MN MN Mr MO + N QZ I I . Q O t� ; i . . � f-L . I - . ; 205 N I- - . . - . N . I . � . � - , . I I I - . . �,� - - --__ _ m I � O rN 1,'�-- _ _ ___ . 11 . _� . . .--_ - , - aT 0735%-- - 0.467% 4 -7 ---�• I 0-.-2 1 363% � � :�.""�- f . Z (0.320%°) : 1 . 1 4 . I >0 ° f . 8 ° . e. 1 I (0 ) _ . . . . �_ P . . �XIST. F.S . . . . __ 204 4- I -- -. -_.. __. - 7 0 _ _ . 2 V ` . { .- " X00 _ . LLI . ` . w + . : . - : r 4 _ �. . - I : . : - l ' . 7 y i 1 1 • 1 y, : . . kg U1 . N u1 to } I I a�� f I ZN 1 . : ' �L • . _ _ , . . . . . + � - � � � t I 1 . . . . . 1�. . V _ I . . `� - o i - S'LY PROP TOP OF CURB #` - . . ' : : I G O - + N . 0. 75"% N : : : � I . 1 : _. 1 - {205 -= o : . . . . - 4°!° _ Z 5 . . . . . _ C7 oN 7% - 0 1 r0• -Of5 °r°_ . . : • . . . • . : O d.31 d 265 8�y 58y ; �a 20 . 0.238 . . O I) _ or-_ �' o \ -fl.3 3 10 -0.487y . . . . . , . - I - (D Z ' N N O cD O O V. -0`. 363 , . : F � ^ -00 ON ,O) (pW ON . O `tmrn . t ON _ tL� �t _ : . ." 82O%) V).857°6} o CD .--..__ '_'_cv �Q ro t� N -` : . {rj-- +L0 - _ ,--� - � `r; - - - o-N o- _ : to �� N In O� LD 0 Cn O rn . . 1 . t i f. - O• t n N O � d',L .t •lo* (3,i-N O M�M �t . � mf)j 1 3�' i----- il}O . .- {� Kj. . � O t . . 111 . a-- IN O t� N N �i . .1 � O CL1 _j ON N CU N u 1 N In cD ONb -, f�CU O p ---:__O OI ICU- �.--`-�LU O'N nN M m� : ' 1 - , : i ^ +ONOONN N U - + + tt { + } I + CU t0 --- In -.-+ O rNO 4 i . I . .__. __- . _ _._ . _ .+ CU N __ _ 7EX T GR O __ __ __ . _ X204UN - 200: : . : �NCURB - - : � : v r - `° N �Q �} c%N N 1 4 N �.� , N - L0 i - I SD . I N : f - 8 w . : i 1. 0 0- : 1 I : : . , : r ± ~ o . � f- : oo 34. 4 N : z 4 13' 45:13 LU 1 , _ . . . O.C. CO.C. . - - 30. . - _ - . . C I _ . . . o s �4o-00 ,I$.s2 . - I 76.79 4 : - . C . { . •1. : . . i v AN 51`T10 - i 1 f 1 I . . . . . . 1 . : . . _ . . . ' � 1 I . . . __ _ . } PROF I LE SCALES: - . . . I . . . t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . _ - I . . . . . . . . . . . . • , . . . . . . . HORIZ: 1 -40 I . . . . . . . . . . . _ . . . . : . = VERT° 1 "=4' I : : } . . . . . - _ _ _ _- _ . _ . _ _. _ _, _ __. _ _. _ __ _, _ - _ _ - . _ - -- _ _ . . _ ___ _ 320+00 321 + 00 322+00 323+00 324+ 00 325+00 326+ 00 327+ 00 328+ oo . C 0 N S T R U C T I 0 N N 0 T E S 0 g � � 1 TRUCT. 6" A.C. PAVEMENT OVER 4" MIN. CLASS 2 A.B. I I` K Sl EE CALTRANS GENERAL NOT 9, SHEET I OF 20) S 4 W -A-Al- NOTE : SEE SIGIYA L FLANS FOR IPEPL ACEMENT 2 CONSTRUCT VAR I ABLE A. . OVERLAY (0. 10' MIN.) . c L, Q h n OF LOO)'S FOffl EX/ST/NG /fOMIr' SIGNAL. 3' CONSTRUCT 6 P.C.C. CURB Y/ 24 GUTTER PER CALTRANS V � N h O `' i - Z STD. "N8-A". TYPE "A2-8"OVER MIN. 6" CLASS 2 A.B. COMPACTED TO 1. ,� W • 4 95% RELATIVE COMPACTION AS PER CALIFORNIA TEST 216. I c Ir,) .::�Z Z� ;4 k a dq 4 CONSTRUCT LOCAL. DEPRESSION PER CALTRANS • - • C NS STD. D 78 sl F�rr2 v . \ 2 p3 3k14 1� > , p IL 4 _ I + -. . � ---_j N l5 CONSTRUCT 6" A.C. DIKE PER CALTRANS STD."N8-A", TYPE"A". I A . + � + _ dr $ '' h �R PM 13724 0 P:� / V N f) N il -- � h- STORPI PAIAIIY 11 I/ ��\� ,Q NQ m `? N SEE S.D.PGANS 6 REMOVE EXISTING A.C. PAVEMENT. . h T �5 - • n t) F_ict I a , ,- ' , 00 7 CONSTRUCT 6" P.C.C. CURB ONLY PER CALTRANS STD. "NS-Am. t► Q - q) - -- -- � TYPE B1 / _ . .- ` 3 �1 ---- _ - r-� >� f M IQ. - - _. , . ►� _, _ "1 8 SALICUT EXIST. A.C. PAVEMENT TO CLEAN. STRAIGHT EDGE. UK. _ _ __ _ - _ _ -_ -__- _J ____ -_ -_ - -- _ �q Q 9 INSTALL ST. LIGHT 16.000 LUMEN H.P.S.V. ,BY S.C.E., PAID AND �'J Ooh - G v -� - ��- --�=i � � ��- •-�- � - h V) o ac, U V v0 Ci V R O COORDINATED BY DEVELOPER. . 11O !r �'9 6 2 W q� C� S O W it 3 8 Cs r f h , j °� Q EX/ST GAS L/NE `O c�' a a�' m o G 10 INSTALL STREET TREES PER CITY OF RANCHO CUCAMONGA STD. 601 I G 7 1 c 8 a ° Q �, °� �e a q) d- O AND NOTES HEREON. Nqb m" N w c °° I - _ 1 1 COLD PLANE EXIST. A.C. PAVEFIENT TO LIMITS SH011N OfV PLAN -41 _._`__-._____-____..._ . � \ - N 89°40'06"N r T ��- �' 4 N -� �� ' �' F _ ,_ (0. 10 MIN. THICKNESS, 4 MIN. WIDTH) . - q) _ i uj 319+00 320+00 y` 321+00 / + I L � .)- _0 326+G0 y 327t ' mn��, to Ci U? 7 -0 00 MOOIJ- FA CDM P . - �_.� - -._- J_. � -- - _. _ ,_ _ _ � _- _ _ _ _ - - �--- 0 - _, � ` (tzt �� I� N Q13 CONSTRUCT / M�GL�- L1�1V� PP�Al-t•� ER O r 1 0 2 h ,�,� v c, r 2 K ;� h ti V w l v m �? " C N V;___I: 2 V CS m 8 Z 5 /[�v Fob D6/A/L AA .. v ((� CITY OF RANCHO CUCAMONGA STD. '� r^ `V O Q U '.0 O �9 N Ilr- k k, $ h N m - _ 1 �! �j - � 1 rf J�O GO NSTRuGT Gt7FZYI LINt'dQ SIPE1`141�L C!e' w I bE ��IZ GrL'�' �+! h O "r h c� W 4) O N �N�`�l �-� - - ►�(I� �* b t1J�F -' v) or= aNcHo GuGi 0"C,A ST p. (� - ag g p - - -moi- ---� �-� �' � � � � �M_ rlk� S I "`. Opp , h N �� Q r 0 � �0�4-• rrww - _ N�F�' ------ __- - - - m {' t3 v ,� Q� O� N � �� `4x , p Nom. -* � , O V 1-1 8e, 1145 A.C.b_ERM_I_ i---�- - A -- L.194 y' 5 � r O TyP. N - \ t I ,zI'' o g NN p 61 � - (0O � N w 3 Y ,'�l kr- 11 ft-ft - --..I -_ \ 0�( I_ Ill/ A. V -- - - =1 S°/9 4£ T q o /� � � A� 8[./ LTA aN=�y IS N 5 V ' N c` E N .". MP 1a�o- 6 ./ -m 14 __ .-- - - - -- -- - - - - - - _ _ - '� - T r /-/��,�i g z i� ' E J � F-V�S�GJ/OvWf�LA/WD 5ri2FE7 %RF-E� %o .4/'/'v D / A � *z, 1Q ' _ _- 13 �J• Zz� -_ L_) LoL ----. R .--- N- PAY THE Ke_ITN c.o s. w Is, /� V1 - - - _ - WSW r " ` - , - - _ CITY `� (v � _ - _ Z __ _ .. _. --- -I„ ___ _ �L - DESCRIPTION OF REVISION DATE - `^^' - APPROVAL V ,-,� 4- . � - - �'� �o N lYS/DEWALX I _N(J) m . i "-%Wn(i �,- �, k ok -,�i� 16 k U v CITY OF RANCHO CUCAP10NGA o (D of ►. h ►!�, ti W t0 ")S ca l� 4 TlfatMENr 4 /5 SIDEWALK m / ,' '�tu� e v� ti a O �� ..< _N u EASEMENT � N o �"' ^� -Lmoo `� - - 6) U � �' N r; -►- r � � _CO � � � -r � t~ a I", , 0004�1ONoo N VQ h� h�W�H�N �� s-L•% N .. Ll tQ � OV , � h1 �_ U ../ �' s. �f I� '� I '1 / I ' I, � � + � � �Q tit* FOOTHILL BOULEVARD DATA rRa�s/rion DATA 3 W�ALI� �,lz'`� ^ v� 12, �a 18' 1z' N aN m � STREET IMPROVEMENT PLAN O DELT A/BE:AR I NG RADIUS LEN./DIST. TANGENT O DELTA/BE AFI t NG RADIUS LEN./DIST. TANGENT `�' � , I 60' °, © C t4 ,�'J7ZCCT ON p� MOMS: � 0 1 1 040' 37" 151 .50 30.88 15. 49 Q 50°43' 1 3" 4.00 3.54 1 . 90 �Qf HS! PARCEL N0 . 13724 � r IJ INSTALL 22,DOD L H.P6,U. $71gEET LIGHT ON ^ 7Y1� Q4 ��4 OB 89.40' 27•' 20. 00 31 . 30 19.89 K N 89° 25' 37"W 237.25 5 - 7,esu�*1?Oti! 2�-6-8o s/�N^L AND /oR DONT/NG STaNL1�D PoL-E WrrH /5 ' QE r / - -i �- r' O � f APPROVED BY DATE .�-_�___-__ OC 91. 59' 38" 20 . 00 32 . I I 20. 71 L ° / e046 �TuA"rx0^4 L.L1M1Nr'VR Nem, Z- CONDUIT SWE,-1, ^N0 rovNQ^T1<DN PE �+`' S O 178 0432" 2.00 6. 22 119.07 - B.G.,e. TO ,0A0v1,06 o C.F C^LTI�/S 6r`1wG�D PL^ty w ,ES - G/" • LUM/IVIVNIL _ - CITY ENGINEER R.C.E. ND.24953 O° N 87- 45' 32-W 118. 62 C N 88° 48' I I"W 130.85 DATA FOA *1,0& w,4L.x SH^LL ,eP CLrFCr"P= TYpL- ?V1T-H /Pfi'OTOELEC7JQIG 01v r- W 00, 41549 T DESIGN BY: RE CMI �r*-I) E 07°37' 41 " 339 .00 45 . 13 22.60 15° 24' 01" 200. 00 53. 76 27. 04 O DELTA/ BEARING RADIUS LEN./DIST. TANGENT �� ! A.K.D. TF1 _IgIL�. �:�t. 0 178056' 29" 7 .00 21 .86 757 . 71 0 16° 27' 35" 219.00 62. 91 31. 67 f� II ° 26'08" 151. 50 30.24 15. 17 * �► DRAW BY: KEITH ��,xws SK Li sl COMPANIES �, I _ p 0 N 89- 30- 52"E 280 .52 OP 18024' 25" 215.00' 69.07 34.84 TO N 89° 25' 37"W 140.00 'fjf civiv Qt1 A.o.E. ww een•stu ooarT,er, a wase o,.)es4oeoe 18 H 180049- 02" 1 .50 4 .73 0 !9 ° 16'20" 215 .00 72. 32 36.50 Of CAk��o OO © N >35 59 28' E 7!0.79' __z _ CF[ C�tS BY: R.C.E. NO. 42549 DR/1VINEs N0. I 50028' 44" 40.00 1 35.24 18.86 R N 89° 16' 20" E 154. 87 O DATE e•AQ-g1 .JOB No. 11416. 11166 BGRUER ANU TITLE BLOCK SET-UP - 12110,3401 PF : 11416 2102 26-Mor-91 09115 AM / 11416.00-999 1,:��hf e-+ 3 cf ct?-p . 55.03' 54.93' BENCH MARK : . E 6 ' . . 1� U UR RETURN . . • • C RB R TURN C $:.8.C.8.M. , , . : � I : . . . . a . aS m . _ . _ _ . .- , . . . . . . : : : : : D �Y2' , . - , . _ __ _ . . - . - - - . 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O.C. ' O.C. . � I ! . : . . . : : : U - . . . . . r . . . . , , . . . , . , : - . . _ . : C RB ETURN ca 02 2 t . . # i , 9 STA. 331 +5 0 f : 1 - . . . . . . � CALES . . . �44 , 1�10TE GON5TRUG'fiON AT T1•lE NdRT&1WEST ANS G 363 /e PROFILES : I j . 1 1 I NORT-NEAS'T RETURN CORNER GHALL NOT G2 =0.360 % I 1 I . I . .. - . . . . . . I . , - - SEIIENT I _ . COMMENCE UNTIL Ri( 1T OF WAY EA HOR I z s 1 «=40 I - ' j . I ' : . . RECEIVED . i Y : . . : . . : . : . . : : : - NAS BEENBY THE jGiT 1 f 1 : : : : : I . . t . . i ' VERT: 1 "=4° f . . . . . ' . i . . . : . . - . . . . , . 1 k 328+00 329+00 330+00 331 +00 332+00 333+00 334+00 335+00 336+00 337+00 EMT r0wLrR/0OLETOaE � x 16,,CURB TO 6.IGE?P1 � CONSTRUCTION NOTES RPOTCT /N .: TRANS/T/O/Y /PELOCQTED ,BY OT,U�IFS� PLACE d 3 NOTE : SEE SIGNAL I�LAIYS FOR W -4 4 TRAFFIC SIGNAL L 0 53' J NU k O 1 CONSTRUCT NSTR RAN15 GENERAL AVEMENTEOET�t R 2p)MIN. CLASS 2 A.B. . �� 2 33 +Z � W 2 CONSTRUCT VARIABLE A.C. OYERL AY [0. 10 MIN.) . 3 ,. o J ' A L�TTERjAIGREEMENT F1tOM PROPERTY OWNt:R E\ � i B J I J -- -` � 0 L J �. ., I FOR PERMISSION'TO "Et1TER SrM TO REMOVE KPLADE 1k l 0 S T 8" " ALTRANS �J 3 CON TRUC P.C.C. CUR W/ 24 GUTTER PER C a $ R r O 1� _Q = W W VI AND CONSTRUCT IMPROVEMENTS 145 SHOWN"IS o � • E �� Q Z t �' " - " " -13" OVER MIN. 6" CLASS 2 A.S. COMPACTED TD. N8 A TYPE A2 �. Q n .p wQ w e N W�� ILE AT TME OFFICE of T tE G�TY ENc-�NE�R �I X (3 0 95% RELATIVE COMPACTION AS PER CALIFORNIA TES 216, I T 9 Ir V`_ Z) - nc N 0k % a � t6Qtu ,; Z ,, 3D p I �`d . 1 �� 0 4 CONSTRUCT LOCAL DEPRESSION PER CALTRANS STD. D-78S SEEsI{L2 R �i Ci w a b c� op • l_i 4. b a ,�, ',t f Q ` 3 IQ � N V, t F � o c v •� o 3 3 _ 4 O �:t m 10 •! vi �� n 1u *1 m o o f ; 1` v-1 o O' i hti v O N ti N �- x p O + a O L A; ; h h I � 00 ,---- - A O 5 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. © N[Zj ^ ►� z . �ti n ,r j j►� N a a� v ; N h ��1 �'� _ o tcj 0 . .� "N8-B;'CASE"A.. O k, N kj b�1 O O O FOR a v f e�ir� �w) a + _ 0%157. ti� m a _____ - �- , � N v N W h W\\ W n� + t .4 g Q 6 REMOVE EX i ST I NG A.C. PAVEMENT. `1• S.P.SEE pUISL.IC �p (� �,0 5 I . r) (003.76) h ''� �t h K S.D. 1�c MCs N O _ 1� T c� "� �/�OZ�� x/202$8� dl - W cry 7 CONSTRUCT 6" P.C.C. CURB ONLY PER CALTRANS STD. "N8-A" 0-0 �ro N _-� 3 __ 3 s -.. - __ Exlg T. 8"A:C. 6150 �`JOIN � � 15 JOIN JO/N 15 JOIN I f5 (1243.32 16 � . _ _ � t� m TYPE "el ". M1 `__�_7 �___ i"'1 - - -- - ��I s X EX/ST 1P/W h v O1/Y -- - - - 6 - -- - " J - - - - _. . * in - - - 8 SALlCUT EXIST. A.C.A C PAVEMENT TO CLEAN STRAIGHT HT EDGE I _ - - �- -- _�-- _ w _ -- ___ O ry -� o s��- _ - -- _ e� _ _-_ -_ i 9 INSTALL ST. LIGHT 16.000 LUMEN H.PS.V.,BY S.C.E., PAID AND tN m -�- - - - -_3=� -- - -- - -� J__ ---- - - -- - U _,�� olLo= - -_�-+ - �� - i _-�11 �i- - Q COORDINATED BY DEVELOPER. G � O �`. 8 h P � � EXIST !; 11 7 V to I 2 G g n,� - a _ p GASL/NE v� J °. a H � 9 � 88 2 ek,i � �Z o0 INSTALL STREET TREES PER C N U MONGA STD. 601 0 I �V) 0 a � C)a N� JI qe -- - - - o - -- - - --� - - - - _k AND NOTES HEREON. G ^0 ti Z m o h Nr:j II COLD PLANE EXISTING A. . PAVEMENT TO LIMITS SHOWN ON PLAN Z - ti o N ti o l N 7 H n 89'40'06" W ro w O (0.10' MIN. THICKNESS, 4�MIN. WIDTH). - I = I W 15 CONSTRUCT 6" A.C. DIKE PER CALTRANS STD."N8-A;TYPE'A" LL 328 00 Z 329+0 I v vj -Q 330+00 r j --- aO - - I - -- +00 50:1 QN4 334+00 + 0 W N i'I N N __- _ _ _ _ _ _ __ __ _ _ _ _ _- __ > ; _ _ _ ___ __ ____ -__ -_--.. - 3 _ - - � V cl) �iL - - - - -- - u • V �- -- - X33 16 CONSTRUCT CURVILINEAR SIDEWALK (6' WIDE) PER CITY OF RANCHO ff 1 �� 1q �' - U I� _1'' - - -� v -A - - _ - 1V _ ! 2 I� � F' � ►� �� ^ CUCAMONGA STD. 304 �_- - -- - - - - to _.GG=\ - _ 1L= _ _�? _ - -� �� - � - - T- Il=-�_-- -- - - - h w---"� -.��-_ _ _. - _ _ _� ,m o -- •IN c, G �- +� o $ O Qqo tnco �� c' au 7 8 v i; P �0 `.q �! b � �� h o � � � �- W W r v c� � � m �_ � $ pp��' ' $p�$ � � � 111 " � �� /, I 6] � � � m� � B O O 4 i O 4� U - � O E R)'� � � �� 3 t V �' N F a � � � 5UR.� �Y rµ7�Ei1 CCS. chi p Q� w /0-/0 dS 0 I YP. ct�i � i W � - c� 1 a' C.!'/S i�Y�W cri N 'c? cv N _ - ` ° - _ - 74;Z[11- - r_ _ _ • -- . _ REV�gE 6�Ocw,4b<sero�7.P�T 7,ec-�a %0 APPVo LfLS"', �3i(��O U K B I C - - _`-_ - • • Y • Ri aJ - 0. kc0 - - - - r' , • "L _ - - - _ - `V _ _ - -- - p -�-- , } -T - - - - Y. _ -- --- to a - _ __ - -= - - - - - - - DE9CR I P T I ON OF REVISION DATE APPROVAL JCITY J -ftift ->o `� ri, M N - --I - - - - - -- , N 41 P OPIP/hI'+ . Frl� ,t` \ o E . 16 rYP ��- r - Ur � i 15' MEWAL/ aZ L C1TY OF RANCHO CUCAMONGA S/ WALK o� � ^ ^ . a•) 4t i a i. M Ed S>�lyE/YT - . s � � : j o __ b 1 ( t•q SEE /�M. /3T�Q O V Ill� � y. N I b i m M V L"AS�MEIYT oN s/rE l�uoL/c L V �- 570RM D A/N l"LAN u` ___ , ��R 1►� to VN b wit �h `._. Z.. , - C9 f _ , L - .� M� E __ - ;- __ . ; FOOTHILL BOULEVARD 0 �� ' Q �h : iQ ' O � 8 L. , t W � �T dVrJ --J . . - 9 f' -. (.i i. 4. _ _.._ _ , �� : 14� =- ,4' I a; �� 9 - 9 STREET IMPROVEMENT PLAN cry o") - 94' > u, I _ . DATA 4 DATA 4 PARCEL N0 . 13724 D 09, E SSIp�, Q DELTA/BEARING RADIUS LEN./DIST. 1ANGENT Q DELTA/BEARING RADIUS LEN./DIST. TANGENT �� .y ��Nr �/� APPROVED BY DATE 89. 54' 56" 35.00 54 .93 34,95 Q 16 °41 ' 16 " 261 . 18 76.0 7 38. 3 0 .�__ �4G�c � CITY ENGINEER _ 4�A R.C.E. tN0.24953 B 11 °25' 16 " 151 .50 30.20 15.15 I N88 °42� 17"W 235.64 (�) W No. 48549 r tJESI(�: BY: �_ �tXx:�AFD OC 11 °45 '21 " 151 .50 31 . 08 15 .60 JO N 89 ° 11 ' 09" E 200.04 °G Exv�'�o A•K.D. THE "L 0 10 °36*37 " 151 .50 28.06 14 .07 OK 90°05� 04" 35.00 55.03 35.041 5 BY: KEITH - O COtFANIE8 �� "' �111 OE N 89° I I' 09"E 183 . 77 O ' OF (8 L' C�V1�- � A•0•E• °°°°�:LL ao°tA�. a� v1a•s:--a« 4 F ° ' 04"W 80 .63 rfoF CRL# CR_WD BY: �,� �P. f MAM 42549 N 88 13 �� R.C.E. N0. DttA111NG NU. G ° " .00 6.28 63 DATE A'-D-91 JOB NO. 11415.00 b _ _ _ BORDER AND TITLE BLOCK SE1-UP - 121 [0.340) PF : 11416 2102 26-Mor-91 09: 15 AM / 11415.00-999 � F+ 4 ci f y 3 ': - //./',s 0 -� Vl,_- BENCH MARK . . . . . . - - - _ -- - -- . T _. N N - - 89:C8i . 01tt P . : -I RA 51710 : . nk3 _ � . . - . . . . . . . . m 10 V �} (j :Cg 4.f�� 5!5.64'. - - - _ NOTE: : T.C. - B RETURN GRADES AT AU-+F06R CORNER : . . . . . . • _ _ � 5 _ _ _ . _ _ _ AMPED 5.8yCfl. . :Qi I iE AT . 6 : *, 1' F' I ? a CURB RETURN CURB REtURN - NOT CHECKED APPFZovED A5 51iOWN BUT ILL BOLT 5T ;n r. �. w �? o : : V : ; 1 : ari '. s W FOOTHILL BLVD 6 I- 15 I RWY. I N N. ., BE DON>~ W1TN THE PLANCHEGK ANIJ APPROVAL o 1* N V N s� cs o-� . I tD .� } 0 . I . . CONC. CURB CENTER DIV DER N. OF ; : _._ _ . O o + � + $r . �, r -, : + . . 59ro4i3�` � OP ,ETIWANDA AVE, IMPROVEME.UT PLANS, . . + _ r± o o CD o 4 . + + ,� o j0 _UIld c, W-LY CONC. BRIDGE✓ SUPPORT. !3.°�'o't �3.�co . _ O m tt► ,r� : M CU M N Z N M 0� ►� r. � + M - �-,� , I I : COS i7 - N o S . : w t9 :101.24 ON BERM {{ : M M "' 'r' �' 1 '� " "' .� rn N N O A N ` co O Q TRMtSt TION f ELEV i 203.74f :FEET A�J. I OT6/E3P . �_ . M $ x1 ; Top o 914 �, r I o 1` U [ -0.470 , 407.)�., ---- ' �.�� :• J;� CvI�B. - - � © �� 0 N o . m 0) m�� * �f I ` . . ; C-0 78�) '.� - O N t N . . . . d C? =m N 0'j- N 40 N. O N V (� v . . 2 j _ t _ FXIST le0UN0 @ BEJ ,M �� N tQi p - M - p � i 't - , + 25Y.C. ;� :. , `t o `-;O t + C4 40 - . . . OD 13D - - - /• /e%� j + O O d tT 00 + O N . 1 � 1 5, t-1.29P.� '� �. >� � oa �aLa;N � N N � c� o c� rnr� m � mrn f. :+ p l : ! J } I . . _ . ..((�� lh 1210 t , --- - - - - d . Y ID- - �; • 1 _ . 4 - . U) ! : , . I 4. . EXIST GROUND . _ . , _ _ < �A BERM : . . . \ ° 2:6sop� 4 . . . . , . . . - . . _ _ . , - . -- . __ _ _ - N �{�.. % N ' V W : . . - - : 01.310°/ mt. . : . 8 ' ° , < to U o ° O - . . - �. . . . , ,s '`' N : > 'L:Y PRO .TOP OF:BEM : 3�� I o - m °' : + ,on ' rrj . cn c I i 138 5 80 5.874 / -o;q9 t`3 N . v . 0 � - oco a!�; rn �cz, 00P N� orn �,� o M o, : 46 MIN. �V10 L. L165% -2i'LZ % _ l _0.9 v � ~ $ °r� -t d=`; + %1 tl7 t` 0 + + d' + �+ O (,pV d% O 01 if j (r� : } --I-* - - '�_. • " - -. -�_ �^. -� �` 8$/e � ft) - ¢ 0) N (�L O � 1 � 4 (� !\ O O�� nO f\ Otr7NOO �O OO fDO 4 - - . . . . t- . M N . Ns n N - r�N 10 n N . r)N F')N n N rn o 0 o - + tr + _ . . . . 4 : . . _ _ PROP, PROJECTED i . PROP TOP : . � _ "' °' . �t O : . . _ _ ao v . . - , . Q - I - W M M- 17 M !7 t'� r7 !'� •- �,� N pr) N N LJ O T, ` �-� _ _ p/ mI #205 r� N --- _ _ - - I f S . . ocv PA EMENT 1N OF CURB --�- --� M 1Ooo . 9 { �- W 0I .360 /° ---•-- --- --- --. _ - . - , - . . _ - - -� _._ 1 . - . : < o : : . _ . N : Q RETURN I _ LY PROP.TOP Of= BERM . --- ,: f _ « _ . : : . : I . _ �_ t j N ' . _ ata i . : : - 1429%) - _ . N/0 CE . f . + . o. Z #"� . . + . + _ -- _� _ cu O . o f' a �' 100' y}c . . 1- N o N .. /�� .. ti �`- P.V. I. i�9 w O :�°/ 250 (/G ,: PU/ = 1204..5 4 . : o wM O O : 4 � w : U ° G, ° O. 200° �� . MN D �� + Otf)m j : 'V a : : . . w a rn_ . - 5s t I X205 . : + _ : Z , - 7'� EXIST, @ . . . : : . N cr > : O r O to O o --- _ M^ +n w �"' O . O N 4. N 5 V N M if) N rn `- O In -' / 31(3°/a : : �- 70 co rn cp 1` Gp Orn h d' d ` : Q: : P : . o �'o ° °� +-c.; o + r'r°o M o . 0 d-+- -rn ' : m 8 : _ t � . o 0) _ S'Llf' PROP.: TOP OF CURB I : : PROP' TOP: : . 7 '. . � ` 6, '" _ : . : : _ �� rn >; _ ti ,� rn Co ,�; : 4- "' _ _ - O . 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O C. 1 ti o 4 OD - co r` O ca 1` ti 42 9'D (� _ . t : + } d m m � , 1_ - - m Orn O � ON w _ }""- f , ..& . : - R - U - . . I C B•RETURN RN v °p i ro j Cd . . . . - - . _ _ _ _ _ - I . . - + . . . N . . • ROF E SCALES . , + . _ . , I : : : : : _ : . : 5�4. ' : 79.03`OFT BERM • : X147.62` ON RNI 1-3o,OO� ON' BERM, - - . < . . . . . , . . _ . _ _ _ R UR _ : , . • . : : . . . : I I HOR I Z . 1 «_40. . : cu e RI ET N , I . : I : . _ . " I VERT: l 4 - I. I I . . . + . . . . . , " I .." I ,- i . . � . I 337+00 338+00 339+00 340+00 341 +00 342+00 _. 343+00 0 344+00 u o 345+00 34b+00 347+00 0 NOTE: NO CONSTRUCTION AT THE NORTHEAST, NORTHWEST AND �- _'�- _ 0 v -4 .R SOUTHEAST CORNERS SHALL t',OMMENCE UNTIL RIGuT- � - NOTE: PROPOSED DRAINAGE STRUCTURES CROSSING-, FOOTHILL BLVD. I'✓ ti „�� _,,_,. ,_ _,,,,_`, Q SEE INTERIM ETIWANDA �� u 2 � � IN ETIWANDA AVE. SHALL SE CONISTRUCTI:O PER CITY X� -- O u OE-WAY WAS BEEN OBTAINED AND ETIWANDA AVE, h Aye. S"rK-s; IMP PLAN 1 i `'< m g I MPROVEMEMT PLANS APPROVIE-P. � '. � Tff 'l hoRA$CT AS- int el z' Q ki APPROVED ETIWANDA IMPROVEMENT PLANS. I.__ ,- x 119 6.6 (n \ ``� I c..T G�t�IT I�{�l ��W �k V co + Ju --Till h I �1 /VOTE SEE S/G/YQL /�L,4/YS FOR REMOVAL / N r' 'Y 3W �Q I 4j 4. i r K _ W. _____� REL OCAT/ON lOf EXIST//YG S/G/YAL8 b Z� , - I 3 a; "A M Q \i CO i _ ,-*4 - � - O b � o Gam' (6 52' + (SEF ET/W ND,Q AVS'. ST. fmp. 107L�4NS� o h F' -- „QC,C J t l V - r~ � MATCH L IAIE /4' 49� `� %4' ti O I h X �>�`l Ici ?` 11 ° o° 9�m< ' �� ,~ 11 �7 4. O 1_ F.C.ft'. q t 19 86 " � y . 8. o I I u Q 'R 2�2 8 C.R. u i 5 - r o �, m o V t1 -�- W J�.4) V $ ' . , W � - r 2 ph 5 � a v N 6 `% t l7.J2 64.oo'z_r, 8�./Q._� ` .b . � - - ____Lry Q .,. 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F " ` Of l� T/ [.� 4� EE/�wAraJ RE S l SE1 TN co's. . t .-. :' - �I �_ f -• - ff � �. r. - CITY Ga Z 3 _ . -I - - - - = _ f -: . __ I - - - .� III20' Z 25,j I � 344 f,�Q.B9 E+CJP. 0 U h SCK I F 1 I ON OF REV 1 S I ON DATE APPROVAL _... _ DE W _-__\ I .. & QG� _ 5 --342 69 3 3 5 B BANS/TI QN - _--'- - 1 A. - - k- 1y - - - - -Q C.R - --T ,( � i2 30' U 4 V ReT avl � ao h ( �5'- -"� '� ; ��J,� � ��1 30 --- - ,~. . 3a Q.C.R. �� k-;16 CITY 0 F RANCHO C U C A r'I 0 N G A VTO Pm,VlDE cu2>e u o u`- ( S/OFWA�K 25 48 a) M^c� Pore Srote-^L.x,- L , a b 38' 49 l4 ►� I 4-� °� I "? EASEMENT �5t4o. 8�L:�.R -- i 152: 63� tSEE ETlW.4NDA AVE. ST. /I I�LANS� 4-� � 4 . �� 1 -_ � � g '� MATC14 L/NE , • h � l b I W FOOTHILL BOULEVARD J z - Z' 7iw .6n ' !2' ti tJ 9 �b U 1' � r :� E ^ K � 46 - � 17 SEAL EXISTING RCB WITH BRICK AND MORTAR. �, `, _" .f !r- �' W 9 ,AC-n(./17Y 9 ! 16 RE STREET IMPROVEMENT PLAN �j MOVE EXISTING RCB AND INLET SYSTEM AND PAVE DATA 9 DATA CONSTRUCTION NOTES : � WITH 6" A.C, OVER 4" A.B. PARCEL N0 . 13724 ' DELTA/BEARING RADIUS LEN./DIST. TANGENT n DELTA/BEARING .RADIUS LEN./DIST. TANGENT fE$S/ u O CONSTRUCT 6" A.C, PAVEMENT OVER 4" MIN. CLASS 2 A.B. OT CONSTRUCT 6" P,C:C. CURB ONLY PER CALTRANS II COLD PLANE EXIST, A.C. PAVEMENT TO LIMITS QRS OH,t O N 88- 13- 04"W 80 .63 i 0 1 80°00' 00" 2 .00 6 . 28 ISEE GALTRANS GENERAL NOTE 9. SHEET 1 OF 20a STD."N8-A" , TYPE"BI ': SHOWN ON PLAN ( OJO'MIN. THICKNESS, 4' MIN, t� �M 10►► /� APPROVED BY DATE -_ �� e 88° 27' 55" 20.00 30 .88 1 9 .47 16 °41 ' 16 " 261. 18 76. 07 38. 31 O CONSTRUCT VARIABLE A.C. OVERLAY ( OJO' MIN, ) 9 WIDTH ) ��Q � ` �'GfC� ITY ENGINEER0/ R.C.E. no.24953 Q O - O SAWCUT EXISTING A.C. PAVEMENT TO CLEAN, Qc 910 ,32' 05" 20.00 3'. . 95 20 , 54 OK 1 7 °39'05" 261 . 18 8 0.46 4 0. 5 5 0 CONSTRUCT $" P.C.C. CURB W/ 24" GUTTER PER CALTRANS STRA!GHT EDGE. O ADJUST MANHOLE TO GRADE, 4 g �, S 1 tit. BY i RE[XM:l MI 1) ° STD."N8-A", TYPE"A2- 8" OVER MIN. 6" CLASS 2 A.B. COMPACTED 3- I -tip = A.K.D. THE O_ TO 95% RELATIVE COMPACTION AS PER CALIFORNIA TEST 216. O INSTALL STREET LIGHT 16,000 LUMEN H.P.S.V BY / 13 CONSTRUCT "00lF/G0C0A4"e441Ae_PAVE KEITH - `'� OD N 88° 1 3' 04"W 81 . 37. L N 88 42 17 'W 235.64 , �q 09°48 ' S1 " 205.00 35. I I 17. 60 M 180°00' 00" 13.00 40.84 O CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD, S.C.E., PAID AND COORDINATED BY DEVE L6PE R. APP,QoAGM O G/TY DF,�tL��U,b 4 '► VN BY s '"°"u"�us wf F 1 << 'N8-e".CASE"A". C064Mo.V&A �To. �o . �6S AAAA foA 0&7N.. � r COMPANIES :01r,100; 1 O 900 02' 2.1 " 35.00 - 55 . 00 35 .02 ! CN)._ 91 24 57 35.00 55. 84 35 87 0 l CIV1�- __ 5 10 •INSTALL STREET TREE PER CITY OF RANCHO �► � A.O.E. e°x' �mtLL aor`� �• a x� °�,�°'-.°`.�+� OF 18 1. LO6 REMOVE EXISTING A.C. PAVEMENT, CUCAMONGA STD.601 AND NOTES HEREON. 14 REMOVE EXISTING CURB 'E OF C At�E�4 �u BY a �( -.�� G 89°01 '20 " 35I .1. 00 , - 54. 38 34. 41 0 20046 40 169. 14 61 .34 31.01 !«ty R.C.E. NO. 42549 DRAWING NO. 16 CONSTRUCT CURVILINEAR SIDEWALK (6' WIDE) 15 CONSTRUCT A,C,DIKE PER CALTRANS STD,"N8-A",TYPE"A". _ DATE A--�G' 4I .JOB NO. 11415.00 LL )«y IQ H $°1°�►'42" 35. 00 54. �0 34. 71 d I I _ ___::LL PER CITY OF RANCHO CUCAMONGA STD. 304. C� BORDEK ANO TITLE BOCK SET-UP - 121 (0.340) PF : 11415 2102 _26- Mar-91 09t15 Ari / 11416.00-999 . �y'tC_E f S- c f44 3 . O O O -P 0) OD A r- - 133 (1205.00)F.G, / - 122' (1204.36)T,C, ; - 121 .fi'(1204.06)FAL, 1 + -- O O O d 4 Ol O 1 t (1206.0QjF,G, -86'(1203.5 1F.L. N N RJ � ro co O N OO ♦� J .. _ �.. . ( 1 I CM CD © / I / -68' 1203.56 T.C. 1 -66.62(1210.00)F.G, I I I 1 -61 .53'(1207.00 F. I -67.5 '(t 202.9 F.L, J 1 .► -53'(1 203. 13T.C. -53'(1203.28)T,C, I -55 1203.27)T,c, 54.8' 1202.84)F. _ 1 -52.5' 1202.53 .L. �1 -52.5'(1202.70F.L ► C11 U 1 �„ i 1 � , O -31 .61'(1203.271 G.B. -31 .43'(1203.54)G.B. ir, 31 .53'(1203.65)GJ3. -30.67' 1203.69 GB cnro cn cn • i > 1 - 10'(1203.88)G.B. > v > t - , I r9.09' 1204.0 GB. 1 OD 0 CA 1 A E----\ -5.28' 1203.91) t CROWN (� -4' 1204.04)F.L. C� ° + N . -1 . 1 1 (1203.74) CROWN N I N �} i . 15' 1204. 15)t CROWN O J 61 t -3.6' 1204.54)T,C •0 + � 1 9' + O' 1204,45 F.S. ® C/. . . G.B. 1204.52)T.C. 1 1 Ln CDO 12.43 1203.9 41 18.81'( 1203.5 GB. 0 ?� 118. 12'( 1203..68) G.B. 0 9.4'(1204.02)F,L, 1 r9.4 1203 . 97 F.S `- 1u f N f 1 e J e�1 �•�„' f io N 45.36' (1202.96) F.L. J i 1 ° 1 4.65' 1203.41 GB, 1 X49' 1203,33 E.P. 1 -� 41 . 18 (1202.951 G,B, 41 .04'(1203. 12)G,B. 1 i / .., r a 43.12' (1203.00) E.P. 0 46,11' (1203,33) T,C, �� 49' 1203.49 E.P. v / ^•t + -� / 51 .26'(1202.51) F.L. 1 46,46' (1202,86) F.G. ' CJ'1 / / 51 1203.96 T.C. O T.C. 1 56.9' 1202.92) F.L. / <Z �� 5 I ' 1203,80 T.C. / 52.01 (1203. 13) _ ( �Z 56.43' ( 1202.10) F.G. 53' t203.>34 F.S. f I 57.57'(1203.37) T.C. 1 / 60.41' (1202.00)FG. / I / 68.26'(1201 .00) F.G. / I 77.2' 1203.29 F.G. '1 74.38'( 1203,00)F.G,. / i I I I 78.09'(1201 .09) F,G. .-----� 79.29'(1202.00) F.G., .r. .... _ I 77,55' 1202,58 F.G. 84.77' 1201 .00 F.G. O O O I N N N � 89.45'(1200.00)F.G, © N I I I O O 0 + - _ O N -P O 0 0 O t.G OD O N m I „ u �N `- 0 I r + ..,r ...� ..�� 0 -` I O O O O 0 0 -P 01 C17 O O O O N -+ I I ( I N -80 7 (I 205 00)F 4 Cn m ' o 0 0 � .G. I I i -74.54 (1202.8 E.P N 0 O I 1 r-72.26'0 205.00) F.G. 0 0 I �-63.8'(1204.46 F.G. 1 v { -59.76'(1204.59) F.G. l -63.021204.97) F G, r- 1204. 7 r�G. 1 57.03'(1202.9 G.B. ,,Q -53.15 t204.20TR }203.70FL. -5V I ro / / ry o -48' 1204.54 T.B. 1204.04 FL. O w1 -55 1203.41 FS. (- 52.08 (1203.05) E.P. / ` / + -- o i 1 / ° -48 1204.42 T.B. 1203.92 F.L. � �t � / -4592'(1203.3 EJ' -48 48.36' (1203.19)E.P, 1 -39' 1203.86 GB. 1 1 t 1 `°1 � , t 31 .2 (1203.72 G.B. J 1 -30.82' 1203.7 J3. � i 30.152'(1203.69 G e 1 V3O, 1204. 1 G.� -8.83' (1204.26 G.B. .10' 1205.32 T.0 1204.82 F.3{ -8.82' X1204.14) G.B. I> -8.95' (1204.12 GB. a > -8,39' 1205.21 T.0 1204.71 F,S. >-6.52' 1205.01 T.C, 1204.51 F S. -7.68' 1205.11 T.C. , 1204.61 F.S. .75' (1204.51) GA. o 0' 1205,14 F.G. Q �L W 01 { O' 1205,26 F.G�� C/L CA b �I N O' 1205.38 F.G. Q C/L � N .13' (1204.54) 1 CROWN + IU = .3' (1204J8) I CROWN N 13 (1204,20 CROWN N ? x .04' (1204.34) CROWN N ? ' 1205,50 F.G. Q C./L 0 N A 1 N6.52• 1205.01 T.C. . 1204.51 F.S. N �I a 7.20' 1205)2 T,C. 1204.62 F.S, W 5.01` (1204.32 ) G.B. W N 2.52' 1204.61)G.Bt 0 of .87 1204. 10 G.B. Q v 7,4f 1205.23 T.C. 1204.73 F.S (,n i r -4 1 7.62' 1205.35 7.G, .1204.85 F.S. 1 7.6' (1204.15) GB. % J '-' ' 13.75'(1204 .44)G•�• 0 1 0 ro J 6.29' 1204. 12 G.B. 0 1 J 24.84' 1204,09 G.B J J 27.47' (1203.78] GB. J 29,8t' (1203.66) GB. A 32:02' 1203.3 G.B. 41 c .�•/ 33,6T 1203,61 EJ', �• � 36.09' (1203.37) E.P. / 38.41' (120327) E.F. `°/ 40.81' (1203J5) E.P. `- / .: 42.61' (1203JG) F.G. / 42,78' (1203,09) F.G. 0 J 49' 1203,65E,P. / 44 36 9 /�-- ry + 5028' (1202.00) F.G. 1 L71 It m f 51 1204.12 T.C. / 54.30' 1203,73E.P. 1 °` 55-62' 1203.89 0 �� a 53' 1204. 16 F.S. / t 5541' 1203.77 E.P. 1 57.62'1204.36 T.C, / 56.31' 1204.20 T.C. 1 N\ 57.41' 1204.24T,C. 1 161 .8411202.78,� F,G. / �` 1 � 65' 1204.39 F.S. 1 �65' 1204.51 F.S. ro 63,89' 1204.35 F.S. 1 .39'(1201 .55) F.G. 67.92 (1201.94) F.G. 72,07'(1202.29) F.G. T N N N 4 O O O � I O N 4h, N N N k O O O O fiL3 � O N o + O W O ti 0 � ` J ro p m O + °i rn z ~ m N N J T � • 1 U v 0 ' p ►� ;e o 00 + N O = 0 Cn + i r Z rn z= cn o h1 a) < cn o � 0 00 = CA z C7 S * REGIS Jar o Z < z i� ygFO O � D w �s cn o 0 3 3 S$ O > r o JL 08 � O , 0 N N N N N 1'U N N N O O O O O Q O O O N R) N -P Ot O -P Ol O 0) O 10 O-is cn f f f f I f f I f „ -5.9.3'(1205,2,O)F , 59.3 '(1 gga.28)F,GR -59.36'(1 g4§..04)F.G. -56.56'(1204.8F.G Q N N / N N + - o -4,' ,204.,6T.., 1204.16 F.L. ° -48' 1204.76T.B 1204.26 F.L. -48' 1204.73 TB., 1204.23FL. / o-48 1204.57 T.B. 1204.07 F.L. 0 43.29'(1203.68 E.P. / r r•---1 - 40.87' (1203,87) E-P.- / -40.56'(1203.63) E.P. / -40.33' 1203.48) E.P. -30.89' 1204.36G•B• T' m J� -30.T(1204.4 OGAL 30.64' 1204.22 J3, 30.77'(1204.00)G.B. N c 4S rn Cn -9.82' 1205.42 T.C. , 1204.92 F.S. ,A Cn ""� =1 -10.53' 1205.51 T.C. 1203,01 F.S. "'� e 1 "� `'1 • I > v i -8,68' (1204.66) G,B. > ` -8.55' (1204.37) G.B. -8.8' (1204.78) G.B. frl -9.46' (1204.82) G.B = -3.79' (1204.74) t CROWN p^ -4.13' (1204.39) CROWN m N O' 1205.03 F, . ! C/ 0' 1205,62 F G C W �1 -1.1T (1204.94) CROWN W s O' 1205.19 F,5. ! C/L W , + N .1' (1204.91) 1 CROWN v, w N N N b 1 3.67'1205.76 T.G., ',205.26 F,% - 2.75' 1205.59 T.C. 1205,09F.S. Q -,A► i p -� 1 -0.20 1205.72 T.C. 1205.22 F.S. � �I O + X7.83' 1205.46 T.C, ,. 1204 96 F.S. � _� "� 1 0' 1205.22 F. C/L + 0I 7.39' (1204.64) GJ3� + _ w 7.16'(1204.31) G.B. o IV r 1 � 0. Ln �- O N I ° 8.2T 1205.52 T.C. 1205.02 F S. L 1 � 9.02' 1.205.35 T.0 1204.85 F.S. �1 ,'�. Q -n 0 �1 I GJ3. I 18.06' 0203.97) G.B. 1 Z 20.23 1 0 6 18.49' 1204.3 y 2 3 1204.37 G.B. LTJ u, M/ / 26.79' (1203.82) E.P. 24.82' (1203.48) E.P. .�I 31.44' (1203.81) E.P. . 28.84' (1203.95),EP. 1 I 34.55"( 1203.95)F.G. 1 34J4' (1203.97) F.G. 33.56' (1203.57) F.G. 1 1.41,21* 1203 / 50.61' 1204,15 EP: iv 5E.28' 1203.96 EP. A' 1 / / b / rn Q 52.56 1204.17GJ3. 0 52.62'1204.62 T.C. / 0 54.28' 1204.43 T.C. 55.83' 1204.00E.P• 1 53.f (1203.22) F.G. / / 0 f-- / N 56.81' (1202.35) F.G. . 1 5783'1204.47 T,C, / r---- o / o ° 60.62' 1? 04.78 61.21' 1201.60 F.G. \ Z a 65' 1204.61 F.S. / ms / �••Z / 62.29- 1204.59 F.S. 1 .33'(1202.3F.G. Z / 9.64' 0202.00) F.G. 73.09' 01.00) F.G. 74 04' 1205.09 E.P. 1 78.65'(1201 .40) F.Q. 0 O O t f f N N N N N N 0 M --. O O o + O N N N O <= :U N fill r,-� O N 0 01. _.. .. .. f i -84.48 (1204.00 F.G. (1,1 ru Rl 1 " o ©ru -01 � 1 N N N I I f 1 N N N 0 Q 0 -63.65'(1204.00)F•G. 1 O O OCJ1 iI �o 0 �, -52.86'(1204.73)F.G; -53.57'(1204.35)F.G. -53. 1 1 (12203.91 F.G. CD '� -51 .5'(1204.70)F. ° + ° x-48' 1204.39 T.B. 1203. 9 F -48' 1204.21 TB. 1203.71 F.L. -48' 1204.02 T.B., 1203.52 F. L. / -48' 1203.84 TB. 1203.34 FL. CT1 , - 9 / -38.73'(1203.06) E.P. / -38.61'(1242.83)E.P. -38,52'N242.51) E.P. ..... � -30.77'(1203,53) G.B. �sf, -30.86'(1203.31) G.B. a0 -30.7$'(1203.01) G.B. 30.81 1203.75 GJ3. J I 1 t 0 1 -15.99' 1204.48 T.C. 1203.98 F �1 :1 1 -11.68' 1203.66 G.B 1 ......f �1 e 1 it.99' 1205.04 T.C. 1 4.54 F , > 1 > i > I -9.70' 1204.79 T.C. 1204.29 F > 1 -t 1,86' (1203.35) GJ5. 1 1 .21 12©3.91 G,B. ! 8.6'Q 204. 1-4)r-S. I -5.58' 1205.09 T.C. 1204.39 F.S. CA W ^I -.03' (1203.91) t CROWNOD 0 1 -2.84' 1204.18 Qc .CROWN W g I W -2.59' 1203.72 t CROW %1 -2.29' (1203.43) t CROWN + �, N 1204.85 F.S. ! C/L _..,.. IU 0' 1204.67 F.S. C/ N 11? ; Q w 1 l--�t.82� 1205.39 T.C. .,1204.89 F.S. Q� ^ 'rw 68 61 0' 1204.48 F.S. ! CLL ivf 0' 1204.30 F.S. 4 C/L o 0.48'1205.18 T,C. . 1204. F.SL v O ♦ 1 W' 7.81' (1204.07) G.S. '�' m Q� 7.35 1295.0? j_C_ _ 120 .52 F_S, + 0 1 9.54' (1203.60 G.B. + (1203.33) G.B. c 9.78'1205.15 T.C. , 1204.65F.S. � � 8.58' (1203.85) GB.15.29' t 3 0w ry Q19.18' (1203.54 G.B � Cb '23. 17" 1203.24 E22.88' 1203J2 P. 3.39' (1202.86 EP. / 1202.61) E.P. 1 1 30.21' (1202.73) F.G. �t 3 42' 1203.48 F.G. 34.59' (1203J8) F.G. 35.76' 1203.20) F.G. X 3'5.97' (1203.62) F.G. 54' 1203.59 EP. . / 53.95' 1203.77 E.P. / 56' 1204.06T.C. / 5445' 1203.38 EP. // � co + -`- / 55.95' 1204.24 T.C. 54J I' (1201.36) F.G. 56.45' 1203.85 T.C. ° 53,12' (1201,85 F.G. Ul / 0 59,24' 1203.13 E.P. / 63.95' 1204.40 F.S. . 1 ro / / ; . 60.98`(1201.05) F.G. / 61 .25 1203.60 T.0 / 64.14' (1201.04) F.G. , ' 64' 1204,22 F.S. 3� 64.3T 1204,01 F.$. 198.37' 1203.74 F.S. / 77.36*(1200.30)F.G. x 1 + CD 0 N C) O O O O O O O O 0 O N -p � > D D cn O -9 h W b Z O J z (Tl ~ Ln o rn N -n , . . 0 O o cn C� O cn T) 0 2 m 'l" Cn r r -� F > oLn CA o cn n < W w CSO s $ S * S -i C= ? O ti E'�fo ► r m r... ��i w/rte A 1 0 m -� ^ Z C > C ,� T � �0 t► �'�' ., Z i (ID c ID w � .... N N N + O 0 0 01 O -87.26'(1204.00)F.6. N N N N N N N -P► OT 1 .� N O0 cn E O O 0 { I I . -68.94'(1204. 1 1) F.G. 1 -68.52'(1204. 175 F.G. N -A Ol -62.33'(1203.45)F.G. 1 a -58.81 1203.85 T.0. -55.99' 1203.33 EP_ ^� -51.28' (1203.29) T.C. ; -51.13' (1203.37) T.C. 1 -54.69' 1203.77 F.G, o / di -51.I3' (1203.20)T.0 -50 6T I 9 / -50.55' 1203.83 F.G / -50.51 (1202.63) F.G. + -- �-48' 1203.66 T.B., 1203. 16 F.L. ado / -48' 1203.48 T.B., 1202.98 F.L. / -48' 1203.30 TB., 1202.80 FL. -48' 1202.62 G.B. Z� •r. _ -38.84 1202. 1 .P. -38.83 (t 202.06) EP. ........_.. ... ...... /138.77' 1202.40 .P. -40'(1202.2 � � . m 30.77'(1202.81 G.B, � 30.7' 1202.71)G•B• 30.47'(1202.6 .B. CJ 30.91' 1202.51 .M. cn n 1im 1 -16' 1204)2 T.C. , 1203.62.F.S. CD 1 =1 r 0 rrt -16' 1204.30 T.C. 1203.80 F.S. '--'� I { �•••� w 1 a- • C!>w -16' 1203.94 T.C. , 1203.44 F.S. I Cn = 1 - -12.12' (1203.16) G.B. 1 -12.39' (f203.06) G.B. I �• -1 41' 1 I 12.43'(1202.83)G.B. til !1 1 C7 -{ W 1 -12' 1204.86 T.C. , 1204.36 F.S. ° 1 -12' 1204.68 T.C. , 1204.18 F.S. W °�,I -12' 1204.50 T C � m I -I -- Q 0 1 -2.1' (1203.23) CROWN 1 - .88'(1203. 12 CROWN °I [1 .73'(1203.04) CROWN 1 1 .93(1202.� t CROWN+ _. Z O '�' f--� 10-57 0' 1204.12 F.S. ! C/L "�' L236G--'((212C 03,94 F.S. ! C/L �" 1 O' 1203.76 F.S. ! C/L ♦ 1 o I 1O 1203.58 F.S. ! C/L0 (1203.13)G.B.. � .. C): 15.09' (1202.77) G.B. '2.87) G.t3. 1 15.22 (1202.68)G.B. (1202.55) E.P. 2.43) E.P. y 23.3T (1202.30) E.P. ;01 23.6' (1202)7) E.P. D L (1202.50) F.G. ► ` 0.59'(1202.8 F.G. 30.27' 1202.a3 F.G. 1 36.39' (1201.97) F.G. 37. 1 1'(1203.33) . I 1 + _... / 49.11' (1201.83) F.G, / 49.76' (1201.00) F.G. 1 50.32' 1202.49 F.G. 1 49.01 1202.35 F.G. Ul / I / 1202.56 E.P. 1 0 56.6f(1201.00) F.G. I 1 / 60' 1202.74 E.P. / 62' 1203.03 T.C. 1 62' 1202 34 G.S. 60' 1202.92 E.P. ) 62' 1203,21 T.C. ' 62' 1203.39 T.C. / �:2 69' 1203.17 F.S. 2 •Z 69' 1203.35 F.S. 73.24' (1201.00) F.G. ( , 69' f 203.53 F.S. ' w 0 0 0 I I I I I I 0 N ' 96.90' 1202.21 F.S. O 0 0 0 0 °o Nro ► E N N N Q N M0 ?N N N N O O O I I - 112' (1204.00.) F.G. I I + ..,. Io O I` w -8290' 1203.88 F.S. -78.24'(1t37. 2 20 . F.G. ry N N o a o m © 001 N -P Ql .... '(1203.3 F.S. O O O 88'(1203 16)F.G -66.9 '(1204.02 •C. 62.47(1203.32)F.Gt-71-53.N -5 .85'(1202.55)F.G. ,v 53.49'(1202.69)F.G. 0 -51 .87' 1203.29 T.C. ^' oIr/ X48.85' 1202.40 F.G. -48' 1202.57 TB., 1202.07 F.L. o -48' 1202.48 T.B. 1201.98 FL. 36'(1202.73)F.S, -48' 1202.75 TB , 1202.25 FL. -45.94 1202.56 OP MOW STRIo 202.43 G.B. 02. 1 EP. 38.42' 1202.02 EP. / 38.6` 120] .8 EP. -45.45'(1201 .94 OW STRIP BASE _ % -38.77'(1201 .7 .P. 3 i .05' 1202.41 G9. �;, -30.92' 1202.3 G.B. -30.95'(1202.3 )G.B. G)E ✓ J M ^1 � I � 1 � -31 .03*0 202. G.8 w I r �1 > 1 a 1 > 0 1 i 12.52' 1202.75 G.B. 1 12.581120-2.7 t G.B. 1 - 12.57'(1202.66 G.B. �I - 12.42 '(1202.54 G.B. U CA W � 1 W � I W `° 1 � �I O o 12. 13'(1202.8 CROWN '1 1 .8' 1202.80 A CROWN 1 2.28' (1202.75)(k CROWN W 1 -2.49'(1202.73 CROWN + �. 0 + ^1 O' 1203.39 F.S. ! C/L + `1 0' 1203.21 F.S. ! C/L "� 1 O' 1203.03 F.S. ! C/L ♦ 1 0' 1202.94 F.S. ! C/L 8' 1203.87 T.C. 1203.37 F.S. o A 1 8' 1203.69 T.C. , 1203.19 F.S., (� -41 8' 1203,60 T.C. , t203.tO F,% ry Q 1 0 1 t2' (203.47 T.C. , 1202.97 F.S. O 01 , 12' 1203.29 T.C. , 1202.79 F.S.._ O i .q 12' 1203.20 T.C. , 12021.7Q F.S. 1 15.47' (1202.57) G.B. .9' 1202.53 .B. m 1 15.09' 1202.51 G.B, i 14.83'(1 202.48G.B. u Z v ,�' / ` 23.26' (1202.16) E.P. % 23.81' (120L91) E.P. 23.76' (1201.89) E.P. ro ! 23,15' (1201.88) E.P. 27.67'(1201 .92 ) F.G. / y 1 1 37. 10' 1202.65 F.S. BVC 32.67' (1201.58) E.P. 1 I 35.68' (120L7Q F.G. 7..08' 1202.79 F.G. / 45.8' (1201.00) F.G. I 39.89' (120L77 F.G. + / / 36.30' 1201. E.P / < 1 56' 1202.60 T.C. �- 54 I' 1200 6 F // 37.65' 1199.32 F.G. 0 55.87 1202.04 F.G. ►� - 1 55.37' (1200.72) F.G. -1--\_58.33' 1202.37 T.C. / 60' 1201,74 E.P. / 62.10' 1202.00 F.S. A No < ) 64' 1202.76 F.S. 1 / 62' 1202.21 T.C. 65.94' 1202,52 F,S. 69' 1202.35 F.S. 66.16' (1200.00 F.G. 1 71.22' 1199.00 F.G. Ln 78.24' (1201.00) F.G. I I I W 1 87.10' 1201.04 F.S. EVC J ' cn N N O O N Lo O O N OD 0 0 O N N N N + _ o 0 0 0 0 0 N w o CD o D D CA C 0 f� O ^ � " GZ7 CD `I---IJ ro �U cn O O i �c D 00 � n ;0 � $ - O2 03 O `-' lu o �. 0 Cn � Z � �� o n - 71 4.Un �� w rn °° cup w 00 --I C Z REGIS] d E o rn 2 Z Clycy O <1 T A G ; OD i.► c ' ko (A i i let J- Td GALE ' Aisff _4- x6 x6" 10/10 *WM f ' 1,±2` E XPAPCSION .LOIN AC'T I v� tl,1 • Cf= T� - i ..lb" I', M O � T"•` • W Q` _- - itII: AAf � .y � _ r N V o Iu " * E►�kJ P_: � V �nNCRETE PAVERS _ • O acs eri �. R o O o N _ 0 31 .If 1 Fp SAND BED N a O N O -M 5140.83 -_ o Ncm T CONCRETE BASE Q � B t� Via, D G � E 1205 — v Z- N a WE S COMPACTED 10 907 _ �. ` _ N � N - O O ,� �; • t� f 1204 bD to IM, 1 _ - % � - _ a -- �... 0 2 -- 1204 z SCK BAND DET-All b _ - r o - (-0.9�-/ M - - - - - �� 0 1202 -` °) 5zs�-5. a •� (1.49'/.) T 1202 1 fi •� (48 STA 333+21 � If�dTER ,�R� �� p. DRIVEWAY (LT.). �0dkl � QRS 1 , 7d Gid ` 5'{0' 9=0` 5 4 4=O" �:d' 9 D' �G rot E a 'RDEb CONCF#ET � J o l� "x6" i0 WIN f Z N J � N ( N 3 V N f2 REBAR CONT, ILL } m _ -rOOTHILL 130ULEClA W N U " r. Q u '. �' N J N M v1 Os O .� W O [L N o N I� N Ql to _ GD O1 0) O to16 t'! N m +CQ 4 o w N cu N O O O O N NO N O O - cD N O N N N N �. N N p `�+ QD N O N - N_ N — — ti I _ M INS l r`v�T PJP+I�D�f j tv C i �F �+��1T� � N _ v N �? - O N cV ;r pp Ill 1204 — m "' ° .._ 8 1iAPIDiCAP/WHEEL CHAIR RAMP, SEE Hf OF O ,�� N OX_CONCRE a AVERS 0 11204 �• 5 5 l8 ct -3.� � � � � M M !Z fl 4 — o N N N t" DEEP BED _ TSA 4oe4u�tXO l A vFA 6A/v01A h� DST�FI L _ _ r� c; 2% _ _ -� M 2% (C1 ' 0 ) (1.54°/) O Gj/ �)" - _ _ - (0.78%) - THICK-CO RETE BASE 2 P -7-3.500%(-2.3?•ti) k4� 1202 " - OO 3 THICK RETARDED FWS'H CONCRETE PAVING jP /) C. 120 Z — a°ti (2.00'i.) (-12a i•) �l _ �, X4.2 •�• � � ' M `` 1202 ATIvE SOIL C ''ACTED TO 909 STA 332+ 3�3 _ - ��rr��.•��Y r�I . r� 1200 _ 1200 - STA 333+ 00 - - 1200 A DRIVEWAY (LT.) O f"-W ARE CAST IRON TREE GRATE, MOOEE NO. f" VANP. (YVfT'H iN o�vEway) l►ICK BAND o EDGE OF PLANTING A F�sA BY: (IIIc. LILY TREE GRATE CO. pGe OGTAI& h — 1 198 o,1oA1 f,4 V60 Z \ .z ,6 V fP0 Z 1,04 , A VA/c-A,61E I%OA4 PER GoRlG,�TE, ':-5 . O 3 v not N p6Tq/L TH �jpGc-�T m � N ° r MR- :3H� PM' j11cam (2) 6x5 NOTE- 1°R/ R m i �r7a>v of CAC'A, �� co T . � �- CbNcre P! 6NdWiA/G F/NCH, Tt�rl1�". A�IJ ��'-o� I - 43 ui NERQ BONE PATTERN PAVERS N m (U rri W V ILL: !- O SOLDIE OURSE BAND-CUT ALL o O N NNj N �j p p00 0 Q PAVERS CONSTRUCT RADIUS , N N �j �r m i75 N O p N O O N r ` + ^ � O — N N N _ N N t 1204 — N �_ �, v o -2% M M , (1 N Kj ti 1202 _._ (2.16°/) (1.16%) (-1.65•/.) � o _ 1202 �5.5 r 1200 - STA 332+ 00 - 1200 < — 1 198 oQRof fss�o�,�( >, � �\ c/ � �' � x Nc�rEs: PAti'ER eANDs P1=Ft � CONSTRUCTION PLATT. �l fh C7 ,o pM I� W N J N N .c brp31-9b '° _ o _ N Ifs 3 0O — li � V d U 1i tj N cV '` m "' © ' a "' M N ,� w g `° ` 4t f C1V1�► o N �' INTER[_C) ING PA � B�NI7I p N . v o $ N Lo o ►� O _ m w – 0 o C4 - OF CAl1F �. 0 O N � ti N • N 0 � tV � cV N O O p N O 16 CQ Q cv O N (U NN 0 O O O N N N N N N 1206 -- N a N N a N N a N N N N N N N `- _ -If3C� `dLD1 ER CO(I23Eb1�6 M •- :- - i� - i>P - = N 7,k- 1204 -- QN', N CA o _ . I _� , (T I I I I _ — g ;r, "' b °�' °' m to 0 1204 __ -- 1204 -- •• _ M N �' �' Por-i�T V -Wnr - �e aH6-=-- A.G —• —• `r � �'') l� � � � fV 10.13 N �• ��"�I.1 V/, M – – – -202-1,0 DESCRIPTION OF REVISION DATE CITY M .- - 1202 — (1.65%) — 1202 -I- - _ -a.56•�°) �63�°�• _ - 1202 — -2% `43g.� (2.00°i.) (o.ew.) r21�i.) 63?� -- 1 202 APPROVAL -6.71 /0 -• ��\ � � ` � ` CITY OF RANCHO CUCAMONGA 1200 - - STA 331 + 90 = _I STA 332+ 50 1200 SIRE-ET IMPROVEMEN1 PLANS DRIVEWAY (LT.) asr` IRON TR ;GRATES r----� _ { • -- t t g8 FOOTHILL BOULEVARD —ANGLE IRON GRA FDCE B CROSS- SECTIONS _ ;�2 REBAR INTO � SLAB 1 � s r -0+50 0+00 _ 11 +00 -0+50 0+00 0+50 1 +00 STA. 331 + 90 TO 333 + 21 �CONCRE PACER SANDful APPROVED BY DATE FG- -=�-;' t" DEEP !� BED CITY ENGINEER R.C.E. N0.24953 CR h; i DEB I GN BY s RE(XF'r��W_*-D J • x ilu- VIII VIII- _ 1� : f =Q0 A.K.D. THE �'-�3.5" THICK C CRETE SUB-BASE �� KEITH ""'•'!°`�"' Vs� • l ,= DRAM BY z -��w SFf E T LEI ATivE SOIL CO ACTED TO 909: COWANIES � I� - !�W.!flu OWA RM. a METE v1/7540-O 0 . � A.O.E. ��, 9 of 18 TREE GRATE W/BRICK BANDING CHUMTID BY � fie )))ice- R.C.E. NO.42549 DRAW IW. NO DATE g' t�l-lZ W. 11416.00 / Sr' 4 r,-SLC. , 1 �GM 33'ii50 i0 333+00 - 12, i0.340, r'i 114 i6 459 0� p--91 ' 0:58 P.N, I .4 '.6.00-999 Sh�G� 9 of 143 -.. I N N N - --- - _. .O rn � O .� O + 0 a a 00 rn O t t t N -4 rn N 4 of I ! f -87. 15' 1205.00 f.G I I C I I I -89.01` 1204.0 F.G. r -83.56'(1204. 10)E.G 1 -60' ( t203.76) 1=S. - // K72 o f 1 l -60.00' ( 1203.65)F,S.58.3!' 1202.97)F,G. _-r -47,92' 102.79 F. . -50, (/202.6) f.0. © _._, -3O' (1202.B) -48' t203, 11 T.B.,1202.61FL. °� ' 1202,77 F.L. °�° 47.75' 2 .4 G 'Ln • -4 716 (1202.74 F.G.7,93' (1203.60 DWY. / I -46,'92' 1203.49 T.B.,1202.99 F.L. it 37. 13' 1202.38 E.P. r 1202.48 E,P, 1 -37.5' 1202.47 E.P. . 37.99(1202.59)E.P. - (n oil -3 1 ' 1202.63 C � -30.97 (1 202.79)G.8, � (f� v 1 30.97 1202.7 G.B. (f� 31 .06 1202.9 G.B. \ < 1 m 1 • -14.00' 1203.97 T.C. 120'5.47 F S, � Ncl • -14.00' 1204,15 T.C. , 1203.65 F.S. 1 rn 1 -14.00' 1203,95 T.C. , 1203 45 F.S. Cj i s W I - 12.29' 1202.98 ,B, ` W "; W 1 -12.43' (1203.12) G.B. W 1 -12.28' (1203.28) G.B. W 1 �-2.16.0(01203.12) 10 '1203.87 T.C. , 1203.37 F.S, W 1 ' m 1 ro 0 1 O + -1+ Ln t CROWN + 1 '�' �� `-2.07' (1203.17) CROWN + 1 ' O' (1203,16) Q� CROWN -1,47 (1203.42) CROWN O w I O t204.07 F.G. • �c _ O' 1204.23 F.G. 1 O -,1 ' Cl ' O O O O 1204.25 F.G.FG0 O I ro 0 1204.4' F G 8 I ^0 s--. t t o I 1 h '=I 9.91' 1203,87 T.C. . 1203.37 F.S. r 01 8.91' 1204.07 T.C. 1203,57 f,% I S. ' 1204,27 T.C. 1203,77 F.S. 1 14.9' 1202.89 G.B. � � ... 7 N N N 5.03' 1202.99 G.B. 15.56 1203. 16 G.B. N00 o/ vl / 23,55' (1202.29 E.P. .°`°/ 24.58' 1202.36 '/ 24.9$' (1202.62) E.P 1 / 32.7P (1202.20) F.G. / � f 1 16 51.92' 1202.53 E.P. / / 38.08' (1201.86) F.G. / .00` 1202.93E.f' / 43� (fi20L00) F.G. 1 T53.92' .1203.00 T.0 O / 1 50.92' 120 ,73 E.P. I 52 0 0 + 50.7' (1201.00) F.G. 1 0 1 / - 52.92' 1203.20 T.C. 1 N , 1 0 60,09' 1203,56 F.S. 0 61.34 1203.37 F.S. 1 � 62.59'. 1203,17 F.S. , 1 ° / �.2 t I•'Z I 61.37' (120127) F.G. ' �.Z r 77-57'(1200.00) F.G. I O O O 1 O N -P I 185.96' (1200.00)F.G.__ L.0 O O I t + O O N ... O O LD 0 O O O N z rn0 ;:► N D m O 0 0 0 0 0 NO N N N I N �, 4) N -A O N O� m N N N O , O O l -51 .35'(1204.05)F. N co -� -50 (1203.32) F 1 O I °°/ 49.29` 120 .27)QWY. / -50. 19'(1203.4 )F,Gt _ + ...� -48 5 -49.36 120 .35 F.G. 48 6' � -46.68' 1203.04 F L. 1203. PL -46,00' 1203.69 T.B. 1203.19 F.L. 120a3)l'•L 46.00' 1203, 7 T.B. 1203.37 F.L. O A.c- Srv�LE ^.C.SPV / /2013.4 AL 46.00` 1204.05 '�B. 1203,55 F.. �3M1Nq°ENING/ 1 A C. 31v�1L,� / ' 37.43'(1 202.65)E.P. 1N AC. 45EMM �•31 (1202.73)E.P. � 38.57 1202.8 E.P. 38.67 (1203.0 E.P, A -� q+ 0 Cn N� -31' 1202.96)G:B. (n °_� -30.9' 1203. 10 �• (f) �� -31 .03' 1203.30JGJS (n t-31 71203.49 .B 7 i 1 114' 1204.51 T.C. , 1204.01 F.S. ,a4 1204,33 T.C. , 1203.83 F.S. 1 -14 1204.69 TC., 1204.19 F.S. 44,00' 1204J9 T.C. , 1203.69 F.& C 1 W i CJJ--I W -12,04' 203.46) G.B. -11.85' 12 364 7 '1203.88 G.B. �+ , CA m I , o O + 1 + 1 + •1 + °�1 O' 1204.97 F.G. 9 4- + - cn 0' (t203.45) CROWN O - 49 1203.5 ¢c CROWN 1.13' 1203.74 � CROWN `" 1.79': (1203.97 � CROWN 00 O' 1204.47 F.G, Q O I pwi- 8=1204.45 0' 1204,61 F.G. ! O O I t I T.C. 1203.95 F.S. ;�8 1204.81 T.C. , 1204.31 F.S. . I ro 8' 1204,63 T.C. , 1204.[3 F.S.F,S, �I ' _ r A I :1 N N N IVs.04' 1203.31 G.B. I 4.93' 1203.52 G.B. - • 14.89'(1203.78 .B• v' O O O A N -P O1 � / 01 `•�• I 26.03' (1202.77) E.P. •�/ •s I , / $27,65 (1203.00) E.P. `I : 28.66' (1203.21) E.P. 34.581203.7A F / 39.48' (1202.04 F.G. / 50' 1203.47 E.P. 42.04' (t 201.95) F.G. 1 50' 1203.11 E.P. 50' 1203.29 E.P. / 52' ,203.94 T.C. 49,27 (1202.86) F.G. - I 52 1203.58 T.C. 1 5 2' 1203.76 T.C. 1 0 60' 1203,74. F.S. I e ,59,71' (1201.00 F.13 60' 1204.10 F.S. 1 ��2 1 �:2 60' 1203.92 F.S, �•'2 ; r / 75.74'(1201 .00)F•G• 1 76.49'A 201 .00)F.G. t I I r ! 1 t 89.78'(1200.00)F.G. O O O O N -�+ I I ( O O O O N � .... N N LO O O S * REGISTf� CD 0 N cn .� o (71 I Q x ( DiP 6` !► a� cn 83�H�� -n 0 W, • W � > D � � � � h � n w ow O N►•r 4 0 O � CA O = -�. w CA JAX - 0 i t � Z rn F3 CD en � m a _ .n� C Z O CA W� o Orn � C r Z <i_O a O DI N r' " VJ � ch A � �3 D U • .. •� m Z N '917 A .. N....,... ., r OD 4` g a W , A i 1 J N N N O O O .... �. _. �. N N N I N N NO 0 0 0 0 0 0 N � cn N X 01 I I I � � 5 5 31 1203.85 F.G. � -55.4 (1204.07)F.G. ( ) , .. t so'r12�.a)Es. � c , -4 1 .7 F.L. 1 1 •46.56 1203.94 F.G. �-48.53 1203.93 F.G. � -40.5 / 6 204,23 TB 1203 3 .L 12o3.6r'L 46 1204.41 T.B. 120391 F.L. -I_-46' 120 4.18 T.B., 1203:58 F.L. / AC- SMil-E I � - -46' 1204.41 T.B.. t209.411 FL. . O /203•.5 r`. , - I �'-40.58'(1203.55 A.C. 9",kL-= / -38.84 1203.3 P. 1 -39.13 (I 203.43) EP ` � �..- .- �-40.29' (1203.57)E.P r- `� /204.08,G-C. -38' 1204. 23 0.0. - 30.95' 1203.7 tG.B. -30.64' 1203.94 B. -29.82'(1204. 1 1 G•B• °•l -30.71' (1204. 1 1 G•B. La -t4' 1204.87 T.C. , 1204.37 F.S. 1 Lo 1 -14' 1205.21 T.C. 1204.71 F.S q 1 ;3 -14' 1205.05 T.C. 1204.55 F.S. 1 N "'I ]fir r 1 -11.05 (1204.17) G.B. °1 �' I r -8.77 (1204.57) GR. > �'1 s -14 1205.06 T,C. , 1204.56 F.S. 1 1 -8.84' (1204.41) G.B . I �'1 CA CA 1 W 1 W I -8.85' (1204.56) GA CA -P I0 � I N 01 (205,15 F �. 1 '_ O' 1205 .G. Q Qc .. I K O' 1205.49 F.G. ! cx) / i 10 O 1205.52 F.G. ! + .� vl 1.13 (1204.41 t CROWN 1 01 "� 1 �30 (1204.20) CROWN + ^ 3.741 (1204.55) CROWN 0 `�I ^� 5.46' (1204.55) �c CROWN a -F' ro Ln m 1 ,� 8.30' 1204.98 T,C. . 1Z04,48 FS. O 1 '9.14' 1205.1 5 T.C. , 1204.65 F,S, i ;rI ;1 1 9 .9 7' 1205.2 9 T.C. , 1204.79 F.S, 0 1 10.82 1205.30 T.C. , 1204.80 F,S. 15.06'(1203.98G.B. `� 15. 13 1204.21. -B•A CA 1 31' (1203.29) E.P. 0N I 33.911 (1203,40) G.H. 1 1 1 a 1 17'(1 03. 7 GB• 1 37.64'(1203.78 GB. 1203,16 F.0- / o 1 .�• 4L19 (120279' E / +45.1.. 42.71 1202.96) G.B. .\ 4' (1202.87) G.B, ;�46'1203.65E.P� /Q / 51.? 1203.80 E.P. + / �-� 52.461 1204.12 T.C, , I6 t203.93E,P, �„ 52.97' 1203.93 GB. ro CTE / 53.73 1204.27 T.C. 1 IJ�� 56.26' 1204.40 T.C, O N 53.61 (1201.00) F.G. 53,69 (1201.69) F.G. ; ► ( 58.52' (1202,64) F / � , f 60.02' 1202.73 F.S. _ ;. .:. � ..... 1 61,73 IZ04�43 F.S. 1 i / 60.46 t204 28 F S 1 f �, 59.26 1204,46 F,S, 1 I _ r 1 1 74.98' 1204.86 E.P. • I I I � V. N N N O O O O N -A I N N N O N l I I O � --�" Or N N N O O p �p � 0 o m -1 N D _ r rn N 1 _ N N N O O O + O1 1,7 o -88.47� (1205.00 .G. O O O O O O O O O / N -A Q1 N -4 CTI N •� 01 / -59.5 (1294. 19) 81w -59.6 L1203.85) B[w l -59.53 (1203.59) B/W 1 -59.51' (1202.98)8/W 1 i 1 1 1 + -- r -48.63 1203.96 T.C. - 5, -48.63�(1203.76)T.C, r -48.45' 1203.37 T.C. 1 -48.47 1202.78 T C 46.5 -46.5 m (12619.6 )E.P . 1 (/2 Q «y y 1 -47.88'(1203.34�F.L� �o,�,, O. -47.88 t 1203. 12)F.L. C12o2•e1��P -47.76 1202.65 F.L. (1202.28) C.P. > a -47.8' 1202. 12 F.L. 38' 1203.80 GO. - /109:68 Q• JOIN -38' /?O:!~?! e. JO/N A �_38' I?O?.68 s dO _ -30.79"(1204.05 6.8. -30.72' 1203.85 GB. -30.62 1203.43 B• -30.33 1202.86 )GB- M M ,� M _ -14 1 1203.66 T.C. , 1203.16 F.S. °� -14 1 t204.6f T.C. , 1204./G r=.S. > IG -14 �� 1204.86 T,C; . 1204,3a.F,S. , -14 1204.10 T.C. , 1203,65 F.S. ° -9.19 (1203.19) F.S. CA 1 -8.99' (1204.49) G.B. W 1 8.89' 1204.34 G•d• i w 0' 1204.69 F.G. W 1 -9.04 1204.31 T.C. 1203.81 F.S. CA CA O m I ` d 1205.40 F,G, ! w I ` _72' (1204.40 CROWN Lo 1 0.23r 1204.69 T.C. 1204.19 F.S. O ° -8.46 1203.67 T.C. + + ..-1 1.91 (1204.51) t CROWN + � , + 1 2.64' (1203.91) CROWN + O' 1203.63 F.S. ! C/L Q b l N O 1205J2 F.G. ! r84 (1204.45) G.Q. Q w I A 9.99 1204.30 G.B 0 f Q 01 16 C 7.06 1203.67 7.C. 1205.17 T,C. . 1204,67 F,S. 1 7'.73 1203.22 F.S. 10.54' 1204.9f T,C. . 1204.41 F.S. QUI l1co I m � �I 1fI1 o i 35.891203.08 35.21 1202.44 G.B. 203.6 G•B. f 39.73 t 203.34 G.B. �" / <`'♦ o / 42.771 1202.73) E.P. ' ° `° 4 7 . . . 45.96/ (1202.691 G 42.06 1203.09 •P• O w , I 48.34 0202.79) F.G. I 1 48.88 1202 04 F.G. L # -- N/ 55.52 1203.79-E.P, .0 1 202.73 F.G. 1 57.52 1204.26 T.0 Cil1 561 1203.50 E.P. -L6,22 O / 58.22' 1203.52 T.C. % 56.09'(1 204.2MF.G. N-1 55.81 1203.05 E- (1202.36) G.8. 58 1203.97 T.C. rot / 61.73' t202.42EF. w 60.53 1204, 32 F.S 2 61' 1204.03 F.S. 62.21 1203.62 F.G. • `' i i ro 63.74 1202.89 T.C. 69.02'(1202.73)E,f, 65.65 (f 202.05) F.G. 1 63.23 1203.62 F S 1 1 71 .39 1205.00 F.G. 1 74.78'(1202.00)F.G. z 1 70.75 1203.03 R? N N O O O O N N N fU 89.33'(1203.00)F.G. C o + .� . z O 0 0 O O O O W p p rn ao W T - N -4 cn > o D D _.. m o mo N m a-+ o .. p 0 < M ry • 1 C7 � c o o p � -1 00 cn -� �► � w p = x Cn $ Cn r Z (� o (� < _ �' 0 00 = p o O t >Ul �f o X 3 _ � ! p g� i . .. : O (M CF O O O -82.4'(1205.00)F.G, { I I 79..7'(1202.00)F.G. -77.63 (1202.00)F.G. I tD O O CD O N 1I -61 .54�(1200. 16)F.G. •-+ Z-59.49`0 202.34�/W � -59.51`11201 .70)8/W ! I -50.54 R/W 1- 48. 1 °-52.03 1201 . 16)F.G. !---/ -46.30 1200.70TB. 1200. 0 E.P ++ -- -48.55 ll 202. 15)T,C, -46,5' I -48,45' 1201 .49)T.C. , (n 46.5 -46.77 1200.53 F,L, �-47. 0 ) . ro s r 43.9 ( 1199.77) E.P0 0201.65)E.P. ` --44' E.P. 1200.43, G,13,. . , 46 1201.06 T.B. 1200.39 E.P.JOIN JOIN , G.B. -38 -38' 1201.38 G.B. T -38 1200.79 G.B. -30.29'(1 202.2G.B. -3 0.71 1201 .63 G.B. -30.01 1201 .0 G,B -30.55 1200.38 G.B. 1 -14� 1203.09 T:C. , 1202.59 F.S. � - i c -14' 1201.77 T.C, I OI 7. F S .1 -14' 1201.41 T.C. , 1200.91 F.S. "", � -14 (202.42 T.C. , 1201,92 F.S � a � )o _ ...,. 1 -le 1203.76 T.C. , 1203.26 F.S. 1 40'. 1202.60 T.C. , 1202,10 F.S i -10' 1202,02 T C 01.52 F.S. 1 s, -9-2t(12 2.6gF.S. 1 9.03` 1201 .99 F.S, 1 -9. 14'(1201 .38)F,S. ° i _ W o � -9.05'(1200.80) F.S. W • O .�► o -8.44` 1203.07 T.C, ° -8.35' (1202.44) T.C. e -8.44 1201 .85 T.C. 8 , 37 (1201,26)T,C, + i O' 1202.48 F.S. C/L o -- Q I O (203.06 F.S. 6 C/L + v ,5 ;�, + A I -2.98(1201 .87)T.C. I+ :I -3 . 82(120f,29)T.0 - 7.65 1203.01 C, O 1 3.92` 1202.06 F,S, N ` ' Q 1 8.38 1202.5 .S. 0 -.1 � =1 -2.42�t 201 .42�F.5, 0 1 3 . 07 1200,80 F, 1 1 O 1 O! 1201.90 F.S. d C/L 0 w� d 1201.32 F.S. 6 C/L Po 1f 0 I 4.69' (1201.39) G.B. AI 4.2' (1200.84) G.B. 1 I I 1 r 1 1 r 33.67' (1201.81) G.B. ;.I 35,62 1201.14 G ;.1 36,6' (1200.47) G.B. 37.77 (1199.82) G.B. ... •�; 42.77' (1201.47) E 42.5'7 (1200.75 EP. ��/ 42.89' (1200.08jE.P. 42.9 1 199.48)E.P, ++ ._, 1 59.54"(1,201 .6 F.G. I 49.87' 1200.66)F.G. / 48.41` 1 199.81 F.G. 47.55 (1 199.2• 0 O r"1 54.33 (1203.45)F.G. 54.55 1202. 16 F.G. I 7.69 (12'00,33 F.G. 1 62' 1201.24 E.P. - 60.28 (1199.26).F.G. 62{ f201.82EP. 1 _. _ �..�.:... 1 _ ' 62'+ 1200.66 EP. : 1 62 1200.08 E.P. n 64' 1202.29 T.C. T 1 64' 120(.71 T.C. 1 � 64 1201.13 T.C. 64' 1200.55 T.C. 2• 71f 1202.43 F.S. 2 7 1201.85 FA 1 •Z 1 ; 67.87 (I 199.00 F.G 71 1201,27 F.S. �.Z 71 1200,69 F.S. 1 � 85. 13`(1203.QO)F.G. ( I � 89.47��1205.00)F,G, ( I ' OD o o O O O O O IV O N O O O O N -A 01 -- Qt CD mo v, xx n � N Nm 0 CD N O -100.26' ( 1200.43)F.S O NO 0o S � (88 °°ml r%jlD O -100.26' 1200.71 FS.1 O -92.94' 1200.22 F.S. 200.24)F,S. - 86.90 1199.85 F.S RM LD O O r .m -68.87' 120036 F.G. R/W 1 1 0 -67.47 1200.24 I -68.50' 1198.66 T.C., 1197.991=L -63.2(1200.25 F.G. c '1 -66.22` 1198.13 E.P. -56.30' 1200.29 T.B. 1199.62 E.P. I -43.68' (1199.70) T.C. 1 Q 1 1 X53'( 1 199.00) F.G. ; + Ul -43.83' (1199,40) EP, I - 43'(1198.00) E.P. w -41,36' (1199.23) F.S. F 42.96(1199.04 .5. I r , 1 1 -30.39 1 199.83 G,e. 4 30.4 1 199.40)G.B. i 1 =1 -14- 1200.96 T•C., 1200.46 F.S. (f} o l • c 1 0 (� o ra � 1 aI o 1 -10' 1201.44 T.C., 1200.94 F 5 61 "I a o , a o a I z• 1 -9. 17'(1200. 17)F X 1 '(1199. 1 (,� -6.73 1 199.6 LF.S. I 1 0 ,,� -8 . 4' 1200.69)T,C. o I 1 O I 199.01 F S (ct? + , b A -6 . 02(1200.07)T.C. I 0' (1199.02) F.S. -3 . 7 1200.70)T.C. � I -3 8' I W r ` ra 1 3• 1'(1 198.42 F. �' ♦ r I 200.08)T,C, -}� I 0' 1199.67 F.S.! C/L °}� Ln 1 -2 . 9 1200,29 F,8, 1 ' .�• 1 0 3 , 79 1198,96 .C. -3 . 16 1199.66 F.S, O 1 0' 1200.74 F.S. C 1 11 1 0 1 7.5'(1 198.88)T.C. 1 1 0' 1200.17 F.S. ! C/L 1 w '1 4.4'(1200.26) G.B. All ' 1 r 8'. 22 098.34 F,S 4.04' (1199,59) G.S.1 iv 1 NI 1 v 1 1 u I ►„ ° 33' (1198.00) G.B. 35.96' (1199.43) G.S. I 37.67' (1198.67) G.S. `1 m 43.21' (1199.07) E.P. o42.07'(11 N/ x „ 198.20 F,L„ I O 46' (1197,40) E-P. + % 43.57'(1 198.83 ,C, 1 49J8' (1198.02) FS, O( 54.12' (1198.96) F.G. 1 62.9f' (1198,00) F.G. 1 1 55'(1197.00) F.G. 6 ' 1 NI 1 65.62' 1197.26 E.t? / N 64' 1199.97 T.C. r ! 64' 1198,57 G.S. .v 1 1 68.39 1197 67TC., 1197.00 FL. , 69,5' (1198.08) F.G, ? �1197,99 E.P. 0 m D _ •2 71' 1200.11 F,S. 1 1198.46 T C c z n ; 1 1 + { I o o i cn - 1 c 87.18' (1197.16) F.S. 1 87'((1196.00) F.G. N 119a.74 E.P m OD I �Z �o I I 92.58' 1197.00 F.S. . + y I ( 1197.00 ) F.G. 1 99.05' 1197.11 F,S, 1 C) 1 N ' > CD w m Z o t0 co NO. c0 cC co m O O O O .4 0 o ` 0 �] _j g w O = m -+_ o O N� m C _ r o C1 r- s Z ` - O n . rn m a) _ --� C 00 z O L�> gym : o Om n o Z < > C a '* Un > N n f RG�STf9 Cn 3o ^ Z rM ZZ� ` O o D rl N OD <� 4* N33toN Ag- .1 N n l ClLO LO 0 LO LO 0 LO LO LO CO 0 (0) C) O -P CJ1 m LO LO LO _ -50.39'(1 198.61 -50.58"(l 197 .43 F.G. 149.61 1 196.94 F.G. I 0� _ ' � -44 1198.05 T.B. 1197. 55 F. � ry-44 1197.47 TB. 1196.97 F � -44 1196.90TB. 1196. F . o '18. 14'(1 196.29 F.G Q a -43.55'(1197.09) E.P. -43.58'(1196.49) E.P. -43.34'(1195.86) E.P. A F 1195.82 F.L. , � , ��44' 1196.32 T.8-, 43.25 ( 1195.28) E.P. . 1 -37.06'(+197.38) G.B. I { I -35.68'1(96.86) G.B. { -35.52'(1196.22) G.B. { -35.4('1+195.661 G.B. =1 =1 N1 N v { • 4.7811196.20) F.S. ° 01 1 ° 0' 1196.43 F.S. "{ 0' 1197.65 S C 1 I 4.41'(1196.65) T.0- > I -i I •••"l 1 0' 1197.28 F.S. 4 C/L --i I 0 1 > I I > O' 1196.70FS.eC + _ I I - 0'(1196.76) F.S. ; Q { 3.69'(1197.85) F.S. 3.41'(1197.28) F.S. = ° ' (� (� �. b CJI A I 10 1197.40 T.C. 1196.90 F.S. O , o N a: 1 1.31 (1197.18)T.C. N m N 3.94'(1198.26) T.C. "� tO 3.71'1197.73) T.C. '� ° ' o ' c o ° 10' 1197 98T.C. 1197.48 F.S. 14 1196.92 T.C. 119642F.S. 0 + 8.9'(1198.18) T.C. + 8.89'(1197.68) T.C. + + 9.03'1196.13) FA Lr 1 1 � 1 8.70'(1 f 97.10) T.C. O w 1 8.73'(1196.59) T.C. 1 9.25'(1(97.7(1 F.S. 1 9.24'(1197.23) F.S. w 1 v 1 O `" 1 O 1 �. � m l 14' 1197.50 T.C. 119 .00 1 a 1 10' 1199.13 T C. t 9 a l co 10' 1198-55T.0 I t 8.0 5 e 1 ry 1 , °) 9.05'(1196.67) F.S. 1 iNu 14' 1198.65 T.C. 1198.15F.S. 1 0 14' 1198.07T.C. 1197. 57 FS. 1 N 1 41.97' 1196.36TB 1195.86 E.P. 1 ° 42.82'(1196.62) E.P. 1 42.68'(1196.09) EP. 1 42.70'(1195.60) E. 1 4279'(1195.06)E.P N N ++ _ ' c 43.12' 1197.50 T.B. , 1197.00 F.L. f ° 42.24' 1!96.93 TB., 1196.43 F.L. i � 50' 1196.52 FG. R/W Cil 52.98 1197.76T.8,•I 197.2 6 F L. S O f 2 1 50' 1197.09 FG. R/W { � 50.68' 1197.65 FG. R/W t t 64.87 1198.00 FG. R/W � I ' 1 \Z 1 t t 1 ( I f 79.67(1 195.85) F.G I 81.15'(1195.60) F.G. I 81.16'(1195.60) F.G, 1 82.62'(1195.02) F.G. � I LI) LO LO O �1" V+ W 46 mo cn x x ND ♦ - Q , O - 83.08'(1203.72)FS, w w w '�- .rr rrr err UD lD t0 LO t0 t0 O O O O O p � C71 OD -A C31 Q N -Q► 1 Q) p N 1 4 � I I I I -58.53(1 196.04)F.G. -57.72(i 193. 50) F.G.: ' I N ' ` I !� r i o 0 /� 0�1 �o _ / -44'1(95.74 T.8. 119 5.24 ft. / o -44' 1196.24 T.B. 1194-74 F 1 -48' 1204.76 T.B„ 1204.26 F.L. 1 _ -48' 1202.51 G.E. Cl / -43.30'(1194.81) E.P. �3.30' 1 194.43 E.P. ! 1 w -40.6'(1203.89) E.P. 1 -38.7'(1202.05) E.P. -35.20'(1195.26) G.B. -35.2f� 1 194.84 G.B. �, 1 -31.5'(1204.34) G.B. -31.3'(1202.36) G.B. = N N1N I `= LOW - 1195.95T. 1195 45F `��'I c = 1 ' \ -8.78'(1195.747 F.S. °�° � V -10.45' 1205.51 T.C., 1205.51 F.S. { (f� -8.43'(1196.19) T.C. 1 -� 1 (n �' -9.5'(1204.8 -{ 1 -- -{ 1 5.67 1 195.37 .S o�-- cw + _ o i"a -5. 11 1 195.97 T.C, N r- - .04'(1204.86) C/L CROWN - .04'(120279) C/L CROWN CA O W 5.51' 1196.73 T.C. fl96.23 F.S. W �'' 0' 1196.13 FG qa C/L ' Q N ro ro 1 0' 1205.72 F.G. f C/L N) f 0' 1203.47 FS.0 CSL -�1 ao 8.75 1 196.22 T.C. ► 0, 8.40 1 195.93 T.C. NI ,i z 1 0 + c) 5.03' 1205.62 T.C.. 1205.12 1=.8. 1 + N 1 9.09 1 195.74 F,S + 8. 8-/(1195.36 F.S. 1 f 1 17.4' 0202.46) G.B. (J'� 14' 1196.3'4 T.C., 1195.84 F.S, f 21'(1204.33) G.B. 0 ' 14 1195.85 TC. 1195.35 F u1 / 23.5 1202.04 E.P. .� 1 c O o '.. .� 28.9'(1203.93) E.P. 1 se N c7r -1 1 0 41.43' 1195.42 T.B. 1194.92 FL. / ry (� 1 0 0 0 1 Ne 41.70' 1195.79 T.B., 119 5.2 9 FL _ 1 42.54 ( 1194.75)EP. N 42.51' ( 1194.68) E.P. ' ro N � o ++ - 50' 1195.96 FG R/W I ° 50' 1195.59 F.G. R/W 1 0 I V'z 52,99' 120436 G.B. 1 1 t I 1 + 62' 1202.23 G.B.- t * REGisj I I 74.97' 1205.08 E.P. E9 I I Z him 4 , 82.38�(1 195.03) F.G. 81 .59 (1 195.23) F.G. I I ,,, m t n z �• ` d w w I I ( 96.90' 1201.61 E.P _._ 4 cC� Q O O Orr ( I I a3i f o NI I E o + _ -48.34'( 1194.53)1194. E.P. 48.50'( 1194.30)FS N N N I Url / -44 1194.74 T.B. 1194.24 F.L. A O -43.20 ( 1194.08) F.L. -43.20' ( It 93.85) F.L. O O 0 4. On t r� (7 1 1 T - i-I 1 - - mo n Z � �+ - N� � C � p O ; o zo rn zrn f � � cn O O 00 cr) 71 cn O + _ (� 0 1195.29 S. 0 ( 1195.07) FS. > 0 7 � Z M -a O I n -+ w 00 UJ-- RMA � Cn r' 3 z m t r + I O Ut O no 03 cn 3 0 `� °D p z z �1 � rn r--+ r- 1 41 .16' 1195.05 T.B. 1194.55 F.L. .. s Z C 42.50' (1194.46)E.P. 4250 ( lt94.24) E. co ~� 3 1 + .r 1 ° 50' 1195.23 F.G. RM► t X �o v F2 _ so T O o 1;� Z rn �1 J OZO Lo W CITY OF RANCHO CUCAMONGA 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 - MO/ EDITION. CONTRACTOR SHALL BE C I T Y OF RANCI 10 CUCAMONGA FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 24TH 3T_ SHOW ONLTHESEAPLANSEWITH I NVTHEER I GHTROFALVS, FIEHWDRAL I M I TSTOR I NOADJAACENTTNTS, EC. SHWN OR NOTAREAASN STREET I NPROVENENT PLANS M crlt_Ar+�o ' � WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR ,� AVE. PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO w h I � CUCAMONGA . > > FORN, 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE SASE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY P J DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY � RO ECT SITE FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON 00THILL MV0 THESE PLANS. ET I WANDA AVENUE � .., aRttOw T 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 2 a ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 5 < i T. a WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PARCEL MAP NO . 13724 T" 5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 4TH ST. r • STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS 52 p' WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 5 : - 1O 50-FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY WELDED STEEL GRATES ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 38' WITH CROSS BARS 6. ALL SEWER, WATER. ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, 770%OPEN FLOW AREA MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 4' ow. B o �► SH VICINITY MAP 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. 2' 20' 20' R�Movr Ex. NO. CODE BASH 1ivT. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT I 43 v ,.C/""c Ex��N U21 U21-71 WHD rxr 165 '4 0 -C,A, NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH rr 31 U23 U23-71WHD rx2' 165 THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR P9• aO'a•� U32 U32-71WHD rx3' 105 C2.� �6` • ---_ J U36 U36-71WHD 2'x4' 270 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING . �P cutis;' c/NelES ►P�,crov� - ,, I G,ON�/�(JGTIQ�� IVOTES �C «K _I�Ty �J�' T1I��7Es - GtlTTER � 8 I W U43 U43 71 WHD 3x3' 206 �� r ° (I U52 U52-72WHD 3'x4' 300 2 6. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED - �-TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED P ' - c op e4 u2t 23-trr x 20• TO VERIFY STABILITY. OIL CONTENT AND GRADATION OF ASPHALT PAVING. Q 61DEwnc./c U23 23-1/2• x 29- lO CC�l6TRL�T 4 AC. OVE/e 'J" ^-o- TO .iQ 30,450 g, . Grata U32 23-1/2• x 40• 00&b711ZUCT $" CUI� & GUTTER PER l�!!Z EXIS'TlNG AC Siz• U36 23-1/2• x 53• 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE / w3 3s-1/2• x 41. CITY 67D. Ivo - o3• SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS ro P To REM. ,1V. to 7-1/2' x53• 19�R/1c/Ag U52 1 C � , l3 CAN6TRCIC'T on/!. A/0 c,�t_. D/r/VE^1"P/e0nc / N (MOO//"�EO M-2-0) COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE pE/e crTY STD. No• BOG . � 2 EA. BASE. �+-T w � SEC 1 �O I v '� • Cast iron a wefeed steel grates t r series catch basins to meet job apeal4estions. l5 CONSTRUCT 4" I=C C• S1C1EPV`4-� PER CITY 6M. NO•ooIl 120o S.F • Individual city,county,distnct or state requirement information on request. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 7I. = 9 R= A.I. 7.-t See catch basin page for frame detail. 4 t�WE?' /�L,E 1rELjCK:^770N C/ C3 7-fE7e5 8 �. TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS CPRIOR TO FINAL PLAN APPROVAL) . Q 34 oVE EX16T 61(3t4 -F' Po/-E 2 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF IG REMOVE ,FX15T/ CUI" I/76v9 L f1 A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL 17 REMOVE EX1v771vG Dl�/N OtITL�?" 2 EA ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY 18 TrAI7lYC LIGHT & 1c UL_0!5C X 1?ELOC,�nON BETTER THAN THE NATIVE MATERIAL. (/IAMIES G8. 5' - 74.6' VHl'c1ES 30'- &3' NOTE: STREET TREE LOCATIONS AND SPECIES NOT APPROVED. PEN uE1"/,RITE I-L A" TREES ARE TO BE INSTALLED PER A FUTURE PLAN REVISION. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 57-BEET ,Bo7xN1cAL 4t COMMON NAME sf3�cNG Q'T�= SIZE O �Q PLAgC/�T7/V� ^.C. P,�VEMElVT o./' 17275 S•� STER I LANT REGISTERED BY THE E.P .A. FOR USE UNDER A .C. AND P .C. 7'44' v�ye/Es S8'-40' unr�r�s B5=40' SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED R TE VARIES ETIPVANDA IV/E RHuS LANCEA - AFR 1Cs>n1 SUMAC 20 ' O•C 9 t0N5r)17t<T O./' A.C. OVFArL^y 14/910 g)c FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. l ee' 22' COVSTRUCT CUM,8 OUTL.ET F'E7e C/7%/ eM. t40-50CZ ia 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 1 f I 0 2 �4� l6 �---- -' '� '°''� Vim' ,� W CONSTN UCT lON NOTES FDe �7MErt-T TREE-5 .�a�usr M.wHOLE G1e�oE 1 ,tom,. CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN s/o�rctir ffx,CUM ove t<X CUKB 431• �� E7c. C(.lRB 30 �DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ® CONST�UGT 3.5 x /.25 UN/JFXW�LK t�,R,4//.1 REF_ G/TY.5'TG• �07�. C.F. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH I S NOT SPECIFICALLY - dr- � I• RI_L STREET 77` ESE 70 ,BEE 1C'1�CO !�/!�CO/�7r��CE !N/7'N LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS - ' l - "=--=t g RM CIN ST'D• 010! INCLUDED IN THE OTHER ITEMS OF WORK . SOP e.. �� 2 �� S77�E�T 77eEES S�1�LL �E STS« /W0 PL T i9C�=ORD/!�/G RF�IOVE FX16nWa e.6' X 1.7' f3CYC 1N ET7NANOO\ AVE- C' 1VE• 70 L C'07a GITY 87Q,N0,-ve0 605 A OR 605 ,8 ^6 P?7<01gAfRY 7bHf1ROSC p . 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND ciT/.STca Som � E D1ct�Ta �, Q ,TleC�:T ��"D!!� /1LJ� f1-1530 Q�E©t�L_) 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. ro S• rL-GK17tLL M/XT7JRE Of` /1t,-L S7ie��r T7E'E'�S SN�1LL �E CL�� 01"ENIIYIC' 1=T��E SND GCJV�. C/�f•.5'X o.g' L/Nj9&1e /.4LL' L204/A/ri?E'F. G/7'Y sTO. Sol). 53 L,1� rD AC1'� THE /eECOMMEAI©�T10A43 Or` SIV �G/Fb�M/C So/L /�El`�RT i"UNW16HE'D O 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM CONC. P.4I/EI'eS TO �E To THE CITY /NS1�EC T"OR. RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED uses /N A2Fq oP ® Gtp/577eUCT 3�5'x /2s' Rha/L TYPEeoK aET sNTSol�lo 2I.¢ L•)= DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL U!5ffO/ N fRnA ale 4• l� STREET TIQEE SH�+LL CO /a'4^W p h/H,LRE THE GAF-NT,E/'� BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. R�f�i� TO �Tf//LGY��vL�. SECTION C _C oi� T1/E T7zUNK lS CL-o�qe THRN 7HRE-E BEET CS TO THS O CXWSTRUCT C Ory (0./ .�w0 c3R TEl�) 4, 100 8.F ST. IMP. PL4Ns vru6. ,uo. /4(0® -7 CSL Ole CU/�3 UNLE$S PMTI-4t�WISE� NO7-EO. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD Foe coNs7RuG7/on�(9Nr. 9 ;8)T Ti. - '�- t �` j 5 29 1-E, E7XIST/NG AO. A1klb .c�.�d. 4,4-00 5•F FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED Q� 5• /ALL ST1��T TKEE-S i4R� SU��T 7U / AND AaC� UPON REQUEST OF THE INSPECTOR. M THE CITY EJV(3//VEE74O 410/1/5 7- d A.0. 0ERV-f ri-A1A/r,EZD rVN/TE) Pre CITY 0TH A10. 513 530 1.F 17. CONTACT UNDERGROUND ALERT 1 -800-422-4133 AND THE FOLLOWING UTILITY Q 5AvVC UT Ex rs-T/A 6 A•G• !,900 L.r-, COMPANIES AS REQUIRED. 2 WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING : 5G 30 32 1Q t70VE EXIST/NG 77Z>`E. 4 rA. A. CUCAMONGA COUNTY WATER DISTRICT 4 7' 40' 25' 5' QaofESS/9* 9641 SAN BERNARD I NO ROAD RANCHO CUCAMONGA. CA 91730 (714) 987-2591 e2' �Q' ��' y 34 INS�'�L.L 8'x4'�N1C1S7YGlC�'�T� NO.U> -�/ Ol'c 6q ,L. 4 � J 3` Vj SE 7- '4 IL fA� �. B. SAN GABR I EL VALLEY MUNICIPAL WATER DISTRICT -Z uA.MF' 2' 2b' ' 2o' , I'CE�v10C/� =' ©5 CONSTML1C7-?.5X5 5' UNOE/CW^L f< D1'C�'1!N IPER CITY STD.507. 61 1L•? (818) 969-7911 4 REMo(/E 2 Ex/^C//40 I ," 110. 42 49 t /3 Ex s Exp � CON8TXV CT 3.5 x 1. 1 'UNDE1117 V .L.K DMAIN C. METROPOLITAN WATER DISTRICT Q y rr r6 (�•-�ee� _ _ C„' � o� �r� 4 2� (REIc CITY STD. 507) P .O. BOX 54153 (714) 593-7474 A -_ 27 = r.r LOS ANGELES, CA 90054 EXT. 5461 = - pROP J' �� 3Q CONSTIeUCT 8.5 x l•/ ' /G�•IL TYPE PE/e 2?o L I• APPROVAL DESCRIPTION OF REVISION DATE -�` _ ex./s�he/,c e" e� �4t f ��p� DETi°�1 L ohl sf-fl 6 of= G - V 70�N OF C Al *NOTE: UNDERGROUND ALERT CONTACTS: �' ^c/�a 31 O IN57^LL 677(ZEET LIGHT /0,000 LUMEN H P6.U., ,BY S•CZ, CITY 0 F RANCHO CUCAMONGA GENERAL TELEPHONE ?9 70/cEMAIN >, FWO ANp C,00/T J/Ak'TED 43Y DEVELOI:ER SO. CALIFORNIA EDI SON ® CON,9TI'PUCT 61-1v,WD1TEL E X- GU77EFITSO. CALIFORNIA GAS COMPANYG R !D /9/K`017^CIINn to W CITY STD . N0. 3Cd CABLE COMPANIES % ETIWANDA AVENUE 4. O - � /NSTi'u-L STILET TREE f� C/Ty ST9 Go/ .�Nl0 NOTES HER_oON_ SECTION 93-0 CoNSTrPUCT � " D/A• MANHOLE r�E 4J11 T STREET IMPROVEMENT PLANS t P,ER LAC/'z,0 STD /Cz--v/ 74-// /vc MH 7 Z = 9 R= N .s ,c tic/eo STL� Pt�w• 72 -OG.-5r-E5ve TA1 L.5 OM sNT. 4• PARCEL MAP NO. 13724 ot.D pia �E'Rdi� SII f2EMOVE F�CIS7` CONC. CROSS GCI7TER CO L.F, Y' APPROVED BY DATE r ex. CITY ENGINEER_. R.C.E. NO. 24953 BENCH MARK 'M/n/. A DESIGN BY: RE Cf NSD BOLT STAMPED S.B.C.B.M. 01112 AT R.C.S. THE Goc v Pcave max.,4 KEITH "` `"° FOOTHILL BLVD. $ I-15 FRWY. IN N. �,e- O./O 1„1/,l- �E�A'r BY: T CONCRETE CURB CENTER DIVIDER, N. OF COMPANIES r„a„ saw-11W- W-LY CONCRETE BRIDGE SUPPORT. A.O.E. a" "MILL 0WA MM. CA Ileon "IN 09W I of 6 1203.744 FT. ADJ. 10/26182 f TYPICAL FEATHER DETAIL. aaKF-D BY: -, R.C.E. M 42549 MAWING ND. N.r.S. B.M. DATE 8L-a6-91 JOB NO. 11415.00 /y 6 S EITLIANDA TITLE SHEET - 117 [0,3401PF : 11416 53 09-Aug-91 04:53 PM / 11416.00- 1 �h � - 19 of 43 . � I I I I . ., .- .. , •11 t- . •....,I-. .. ..4.. .: ..,...:I I .....I... .. ,..... ,.. ,. .. .. .. . :........ , . .. � . ., • ,.. .. ., ,...... ,...,i .. .... -7 •. .. ,.. i .. .._. '... . . .. .. .. I11.1..,, .. .. j....;.. . . . .._. .•....a , .: .. I I 11 . .. ..... .- ..... ... .i - .. „ ,-... ., ,-. .. ....,. ... .. .,.... . .}.. .4 . .. ....... ,....i... 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'� �- ., .. ..t f_. ..,.....,._,.,I. i-.- - .?..I..,.. , I.. .. ......i. .t...14. . . .cS.. •+ r m y `+ rn p S n .� Gni -- m 12�.. 1K p4 ,.. , / ... 31, k y 1C1' �- O I � � \ ` In , . � !.. ., '..._.4....i.. � �..I .i I....+. ...I i-I I I I , I III .4.... 1.. ,4 ... `�' -�. •� D ((J (� i (f �,, ; \4 • O -0 -1 ( y V! (P �L N C J, "_ i ; .t....4.. A ;Y ;........ ,r ;...IIII. M T � IIII4 D �' �� Z� y /� a to z N ; �: I; •"�" +• X y '! ° `/I `\ p ,/ IIII .r i.. i".. a .3....i... f... 4.. - ..... ..�....i.. .. .....,... 4....4 ._ ,..,.,... , '... .. t........ M... ...3....1... . ... . .x„43 N � mik � N 'O O �' `'� m rn y �a .w . .�. .,. A,�-ri.;. ;.... . 1. 4. 4 f. ..1. .f. ; ,- it N -4 � a� X D Z m . 6 a of .4-.-"4.. -t II IIi : : .t. -.F.. . .4 .. f. . ,# !-.- - r }- . I. 14 F N C7 ... 3 n� z Q -': �` I . W O �\ O 2 1K ` m� •yam .:.. 1. `.M}.. i .3. j. y J {. .1. 4. . Q - z - p . �, � ,. . ,. .. I -I / .... Ir!. . ,....{. V n • I 1 V C � ,,1 � � .. .i" ..4.. .. .. , .. ,. {... '�, � 4.....4... �: IIII;" . I. v:.1.... ' , � C In I ( p � � o 4b , 0T OI. I. � !o O1 � ip Y C D Z , t.... ...13. p:.. 4....t .. r,� r.. {... . �: - , .. . Z--"{ . .All i... %, / > 8 o bD � frl 3 o y fl o _� - '_�__ s Nr- p > m .� .�... �. ;. .30. II II;.. j f .. f. '""--'i,.t i....i . M�..... f. . .. th 6 q , IIII.;.Z. {.. ,.. ., . ,.�.1 .. ,.. y. . 4 . . "'HN144 , . - .. ." f. IIII. . .. ,-.. °' �I ��ti I 0O .A A•r j.. .4 .. - l... ,t- -.j..,. I 4....}. .. i- ..4.. .. .. -t .. ,....•....3. 4....{.-. LD Cn to w <� W � . - .. - CITY OF RANCHO CUCAMONGA tAt -5 x. 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 - /00/ 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 t+ T►+ T,,._.,�. POLES, WATER METERS. VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREASTREET I NPROVEMENT PLANS S AVE.AM 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. FOR t 4A 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJEC • SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ROJECT IT1 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY OOTHLt_ t vc FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ET I WANDA AVENUE -- .4RROw V . 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA -'- ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION THS sT ,;-- WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PARCEL MAP NO * 13724 �y s TH St. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS 52' 50' t +o WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN r ` 50-FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY WELDED STEEL GRATES ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ' 38' WITH CROSS GARS , 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, 77%OPEN FLOW AREA MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. `�' uNc ' CATCH CHRISTY u3. APPROX V I � IN I TY 'MAP BASIN ORDERING CATCHStpPPiN(3 i 1 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. ? 2o• 1110• CODE BASIN INT• COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT /r�.'yove Ex. '40 1 C A:. 2 >e U21 U21-71WHD 7X2• 165 NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH ` rr ,� 31 •�4:5 �'.� Gam'"° uta u2�71wHD rx7 las THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR _--- �2'?�-a��•� •- 1 _ _ ,,: u32 use-71WHO 2'x3' 190 ``Y 1: U36 U36-71 WHD 2'x4• 270 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING . PAD/-CL/RQ+j'� I �1� �� Rmovi eX CLYeB � W U43 U43-71WHO s•x3' 295 CON��(fC'T 1aV &40TES & ny •- G077e/r• 2% � � � �1 ' 1.8r-?57. � u52 U52-72WHD 3•x4• 300 2pc. 8 . AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED - II TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED 0 /died' g, C G B- U21 23-12" x 2fi` !O C 4" /�. OViE/e J" /�•f3 .30450 g, . TO VERIFY STABILITY. 0 I L CONTENT AND GRADATION OF ASPHALT PAVING . sloervnlx �- uta 23-12• x 29• �r� - �� fit• U32 23-112' x40' n ��1~�fCT 8'" C./!�'� JS GC�TF-� EXISTING .'�C/^rg size U36 23-12• x 53• 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE U43 35-12• x 41 I 10 /1C TO REIVL�//�. ro U52 17 Are x 53• SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS l9eU^' /� �^C/AC /a �,C.iN67 T, ,C7 COMMEMCIrti 0M/VE^1c7-RG^CH (MOO/l'-!LD /'�i'"2o'} � EA. COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQU I VALENT OF AGGREGATE t-aN :.nom- STD• No 30G. BASE. i SECTION D '� � Cast iron 6 welded steel grates far"U'se: _s caxh beans to meet pb speafica9o^s- 'l3 CONST;''DUCT Q" PC r• u/1�N6'u_J�C PLCO C17Y v�I'�J• NO-504 !$QO $�.F. k Indvidual city,county,d�ma or state t+aWirBmertt information on n3quest 10. PAVING SHALL BE PERFORMED IN ACCORDANCE W I TN F;- �!�D PAVEMENT see catch basin page for frame detail. `h`� /� FELE �TlGY1l �� fJT7`-tE1'S 8 . TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS :Ph i G t _ ',NAL PLAN TI. = 9 R= lv'.7. APPROVAL) . cXlon/vC SlsN 4 POt.E- Q 34 AVE �r�rr� cult 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL !7 .0-v'E tX15771vG Ltl��/N OUTiL�7 2, �A ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY �+ U �- C-7C LIGHT & 11*L LL�X XELOCrg7kU14 BETtER THAN THE NATIVE MATERIAL. (/AmEs f:8. 5' -74.6' VAME-5 �'- 6,_3' NOTE: STREET TREE LOCATIONS AND SPECIES . ,�_.•� SEP/ 'l : T /=,LAA,/ TREES ARE TO BE INSTALLED PER A FUTURE PLAN REVISION. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 6F/uCf /G Q-TY. 61zt Q �� f'L�NE ,E7U577Ivh C. f'/'1V�/vIFN'r 4./' - ;;+j�5 &r. 7-!4 UAIR�ES 56'-40' yl%AyES e5=4.D' STREET 1�OT�tJ l CAL 4c COMMON NM�E STER I LANT REGISTERED BY THE E.P .A. FOR USE UNDER A.C. AND P . C.C. > VARIEw i - l lWi�O/'l �t/ir /eMUS I ANCEA - f'+FR tC�aN sUMAG 00' OC. 9 16 CAI Ca0N5TR'C!CT O•/' /4•C� OVF. 'LAY t ,'10 8.I' f SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. V_ e2' e2' �T�r CUIec C��r hwT c/7Y 67D. N0 ` Z 9A a 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE r 1 o ?e2-149, rG 1 -' - f N �'REES �C,vC/5T MMIf>�71LE 7a GI DE / i ��' �oVE tovE mac.) W CONs7Ru T toN O•T S P ' CONVENIENCE OF THE DEVELOPER , THE CONTRACTOR SHALL MAKE HIS OWN sloe ----- -�'� Ex.COMO q3 - EX cUlea 30 -----__-----------_._ ---.- ® COtiIST�UG7' 3.S x /.�5 UNOE,�I�/�.�K C��2hi^1 �R�F. C/TY. G. f��, DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. �, - 1. gTjQEL� T1'�E3 ,qRE 7) 1E ILD /Iv�C,U/�OM�E W/TH ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 2'" --• '' ' e -� � CITY STD• Col° LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS _� A C BSM 6 X 17' �p>t !N � ^V�• 70 L-r - �_ QU I P / VE STl oP B~l �--- O » 2s� F.a.9 cC.ORD 1JC3 2d RFM INCLUDED IN THE OTHER ITEMS OF WORK. �, L 2• AVE- ALL STxeET TREES ;affi'�L_L rJE S7t,K� /1l�/D F'LNV�T F'l�O'VMI7Y 7b H�1te E3�tY�t.-. 7o CITY ST.gNL?�°�RIJ 00.5� oR Ca` ,� �S �,E; D�• �'+L.t'�� -1530 � ) 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND /Tiffmove Ex D 7-� E Mlo COVE- C 4,Ty' 50&.? CC.�itil'e Q+"ENING >`7'znM t�f 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. , AC/� M RE O ALL REST 77 ZME7S SM�11-L ,8E F'�R 58 Ll' O LL �, r 5• ,��GK1'=I /XTL l` bT �NGs�i�r�.�� N(�eEf GtrYSTr� so7�. 5•X O.9 L fo �l tiv THE RECOMMEA 0AT/0A43 off"` ^V �Ght0AJOM IC SOIL l =`l 1@URNISHL'0 ! THE DEVELOPER FROM 2 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE E O DI�7. . 5oP-ro L. . � C /N ECTa E FSR SKl- 1� T TH 51� R P �'� RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED COIVC. R41iE/eS TO BL Ry �UGT �� x/2s RQi� TY iA uS�D /N f1R�i4 O!� /W STfzEE7- TREE SH�L�. ,QE P4,^1 rlmO wHE/e1'f 77-Iff cM.Af EM DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL ACITIVIrr C,EN7ely 4 01= 77f� T7eUNK 15 C.L+DSge Tt�N THREE rEET- C3') TO THM P14 C•YV 7,xZt CT ^-C• OVEn-^y (at 'MID d1��) 4, 100 81'� SECTION C - C O x. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. RCFLaR TO FiOTlJiu. ES�vL�. � pR �� yNLESs q47-NpeWISE No7-�D. ST /Mf.' 114AA1£s,ow6. n/0. I4,oe, _ - _ ' 29 77A/G A . Ah44:0 A.�. `4,400 s. T r y R- n4 T 5. O ,trlovE �X/$ ,G 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN, HAZARD Foie coNS�'fzuGT/ON�sH r. 9�:a> �I 5• ,r,LL �- 7-�� ,�L�'T TD FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 95Y THE C/7Y FW(31 aaM � Con/J7r 6 .44C. 6ER`*f. 530 L•� UPON REQUEST OF THE INSPECTOR. 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND-THE FOLLOWING UTILITY W b COMPANIES AS REQUIRED. 2 WORKING DAYS PRIOR TO EXCAVATION. 56' so' O R��'OvE EX/�7tA/G TJZ�F. ... � :f•-�.. . . t 4 rA: PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: � qo' S' �pE E SS/ 101 ' A. CUCAMONGA COUNTY WATER DISTRICT Q ON,�� O !0 _ ECORD DRAVVING 9641 SAN BERNARD I NO ROAD 1 1 Q� �?• �' �y O IN ? LL e X 4 �NltrS7Y G1G�T� NO.u3b 7/i QVC Ea►tL�L• 4 RANCHO CUCAMONGA. CA 91730 [714) 987-2591 Jl 22' l� ��' G Z sE vEr'A Ae0 E. ®5 C.ON -TP.5X55'UNDERr4ALA D/nw PE-/T CITY STD. 577. •51 1_•r B. SAN GABR I EL VALLEY MUNICIPAL WATER DISTRICT �'� ? � QO 2' rt5w°ve 1 w M0. 42549 \ [8181 959-7911 4 ,3 EX oc Ex� ® CoNSTMjCT 5.5 ' x 1. 1 'UNDERi�U�t_ ertve CRE1" CnTY STD• 507) C. METROPOLITAN WATER DISTRICT !L ??- rr r6 , C"�_,,,�� Ex.c,+u�+ * CITY `a - ---:_. 220 L•l' P.O. BOX 54153 [7141 593-7474 27. --- �� +R-1.�9, peoP 'PA CIVIC, �' Q CONSTIrLICT S.5 X /.I* /CA/L IY71E AXdX I'i'i E DESCRIPTION OF REVISION OATS LOS ANGELES, CA 90054 EXT. 6451 �,e -- 8" BE�t '!tf- pR� DET^IL ON &IT 5 Or 6 • APPROVAL a 5rae � N �a / OF CAL . .�� /Nsri1LL sTREET L/GNT /c,000 c v/bov NP6U:, Cy s cE,, CITY O F RANCH 0 CUCAMONGA *NOTE: UNDERGROUND ALERT CONTACTS: n,ANN O p4jo ,,Ivo COORD/�I�D OY DEVELOIaER. GENERAL TELEPHONE - E ! � f;ONST/'rUCT $/�/�i1NDREL E X Gt1'T7-E/C l� l'� P �aR L SO. CALIFORNIA ED I SON G(7Y 9TD • NO. 506 1 N TeR Ill SO. CALIFORNIA GAS COMPANY �� '�^C/�'`� W e�� CABLE COMPANIES � � 10 ro P,cOP. A1C/M QO 1AA T/V�-L $Tf�ET Th'EE �1R ��7Y`"T 9 ETI WANDA AVENUE , �_ O GO/ r1Nl) /ETES HEREON• . . 41 a� CT 24 " DPA. MANHO� r-IVME: 2S. STREET I MP_ ROVEMEN` , PLANS S E l�!r/ "IV t PSR [^CRD SrO PLAPI ;� / /� 14H. SHAY r ,c,1Cren sT� P�.vv. �2-06 s�� vErr•1�5 �►.I�+-r �-- PARCEL MAP NC. 13724 r f 10 Meld ` t Z. = 7 _ �l.1-5. 6C.0 pts�.� avEa d`( 92 REMO�/E EXIST C01�K' FOSS GLr7'T � CO L F ES6 rG1M1�'PEl'e 2 � ATYROVED BY IIt�'EER - -- -- �- = -- DA R.C.E. NO. 24953 �. F_X. '¢4 24 rAft= 27 L.r. C- r •M G' COrtl'�v- A0 CT COLtN�' CONN�TkW 2 &A. � I N C H MARK ar`s>:cv »Y� TFI� R.C. . BCLT STAMPED S.B.".M, 01112 AT rIaLp e4-lwe 6X-A.G. KuTm .4 . FOOTHIL-? BLVD. Q I-15 FRWY. IN N. Fo,e o.io' r�i,.t. 401,0 'r DRI AA BY: CONCRETE CURB CENTER DIVIDER, N. OF A.O.E. e.��s+� wsrKw. r+rus oub.o-oao ;y. •,'.� � �.� W-LY CONCRETE BRIDGE SUPPOpT 1 Crt= CW_o BY z Y ? � .�.,w �i� �OR.C.E. NO 425449 W.AW II*j 1V. t TYPICAL FEATHER DETAIL. �c30_91 a Job W. 114Iti.00 01 W- W , ELEV. 1203.744 f�T. 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