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Home My WebLink About1194GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 0 S UTH LOCUST, CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD P.O. BOX 2920 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. POMONA, CALIFORNIA 91766 CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE SOUTHERN CALIFORNIA EDISON: FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF' ANY KIND, TELEPHONE OR POWER BREA, CALIFORNIA 92621 POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT CUCAMONGA WATER DISTRICT: SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 41 SAN BERNARDINO ROAD ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL RANCHO CUCAMONGA, CALIFORNIA 91730 BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT 1 E. BIRCH STREET NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PACIFIC TELEPHONE: ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR METROPOLITIAN WATER DSTRICT: CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 4153 RIGHT-OF-WAY. 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE -THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT. 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 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 BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 14. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE 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' INTERVALS. -.-- ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED AT WARPED OR VERTICAL AREAS. 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE I HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 18. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. > TRACI NO* 13442 i IN THE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES HIGHLAND AVENUE INDICATES SHEET NUMBER 19. CONTACT ALL UTILITIES AS REQUIRED,PJrff&!Q ,,4Gff*S,M�,e;► EXCAVATION CURB LIA/i1 r, PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:Z4- (SEE UTILITY LISTING HEREON) W UP TC ELEV 1 i�r.R TOP ac PYNT. 20. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALVE AND PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR :�; I i•-;:.'. ;:., TO FINAL PLAN APPROVAL). 21. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 75" 1 23-15' LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE DETAIL O 6" CF & 24" GUTTER REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. c ' (NO SCALD ST•eE4FT 71'f �' eZ COC,4T/bit/ dol"- ,,/C �t,,4/�eCO/Vl-*ow�/it/,�4/�,r �/,Qit/TIT/�S x/❑ c'r/9.4�1/.82 E.�4 x ® PY.tg�.3 G=i4Cf�,�Y�1�(/,4 d,P4OF�.P-,v B.P� p�.P,� P�•.4.+e ¢� E.4 . I � SPRR INDEX MAP SCALE V- 4007 4' 4t6' out 23' 5' , /8' %*/FT� 3 0. 030 LEVEL L/NE� —a. & ESTIMATED QUANTITIES l� CONST. 3' A.C. OVER 4' AB PAVEMENj 259,607 SF CONST. 8' CURB W/24" GUTTER PER CITY OF RANCHO - CUCAMONGA STD. 303 /40 LF a— CONST. 6" CURB W/24" GUTTER PER CITY STD. 303 (SEE DETAIL ON SHEET NO. 1) //, /70 LF ta-- CONST. 4' WIDE SIDEWALK PER CITY OF RANCHO WILSON AVENUE CUCAMONGA STD. 310 & 311 49,724 SF CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF w RANCHO CUCAMONGA STD. 308 (INCLUDES MONOLITHIC z CURB) /,444 SF > v w CONST. HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. 310 26 FA HIGHLAND AVENUE QQO7 -- cc CONST. DRIVEWAY APPROACH PER STD. 305 /53 EA DEER z ^I 19TH ST CREEK Y . W IR PROJECT 8a-- CONST. LOCAL DEPRESSION PER STD. NO. 518, t DETAIL E V Z CHANNEL •w HEREON /4 EA >O 9a— INSTALL STREET LIGHT 5800L 46 EA INSTALL STREET NAME SIGN PER CITY OF RANCHO SO. PACIFIC RAILROAD CUCAMONGA STD. 401 & 402 /5 EA BASELINE ROAD // INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA - STD. 402 /2 EA /Z INSTALL STOP AND STOP BAR 1 EA VICINITY MAP /3 ADJUST WATER VALVE COVER TO GRADE 28 EA N.T.S. a— ADJUST MANHOLE TO GRADE 26EA SIMWA A/UTILITY NOTE= �REMOVE EXISTING BARRICADE Z EA ALL LMLITIES (INC.L )DING= F1Ft1~ HYDRANTS SI EXT L -IC -+475, /7 INSTALL BROOKS BOX NO. 2424 WITH PARKWAY GRATE /2 EA 5TREET 5C -,NS MAIL. I30XE,5) 5HA -_L Bk L0C/b-T�.CJ BEHIND 4' SIOF-WALK WNE,N 4040c -ENT -M CURB INSTALL 3' +t 5' STEEL THRU DRAIN PIPE PER DETAIL SHT. 2 /t GEA /9 CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 309 (K&L PER PLAN) 2,179 SF eC,aGG AIL-- de emse Tyf�IGl��di(//L' flbiG .Q�y/F-�if1E�725' .5.r/.4LG ,�E • / U3E 7 il✓/T,y 7.��,�••0T/O o� /f�v.�T O,el�di{//G' ��rt�Ta' TO 3f3Q,e73 �Ti/� �iG . SLG ,O/J��/t/O Z ,EPB �jj6E Toq�iYr�/�YM/X�O ��.t�,e TO B.�,CF/PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ul THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR t T.f�E,��'Q►1�YE�OGTio/�J OF�C�t/��/PO,s�7iy/� ,�+p�ys STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF .PFJ fU�P�,r//•S�f�� Tv T.��-✓Ty/�TO,e - AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 6 'SI��ET -� fit'-QI-E �`�oh EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR GrErt�lE,e Oo1---T/T,�l/�/,C�'G�Gp.S�,�T��4it/Tif�,P_E� IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE fes"-ET�.3% TO Tif/��.Q��pf C•/PB, UNL�69��7�y1�/ UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. Ir ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON. �' OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT lie ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE *OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS'CONSTRUCTION SAFETY ORDERS'. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND UTILITY CONTACT NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAiwOR ALLEGED, IN CONNECTION R�r CONTACTTIHEAQLLOWING, AS REQUIRED, 4f HOURS WITH TRIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 4! PRIOR TO EXCAVATION: NEGLIGENCE OF THE OWNER OR ENGINEER. 23' P.U.E. /8' , 5' 0.50' I7W— _ TYPICAL SECTION (NO SCALE . T9.1 s5 NERAL TELEPHONE COMPANY: (800) 422-4132 0 S UTH LOCUST, FOR UNDERGROUND P.O. BOX 2920 SERVICE POMONA, CALIFORNIA 91766 SOUTHERN CALIFORNIA EDISON: (714) 529-2070 1 EAST BIRCH STREET (714) 529-2889 BREA, CALIFORNIA 92621 CUCAMONGA WATER DISTRICT: (714) 987-2591 41 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CALIFORNIA 91730 SOUTHERN CALIFORNIA.GAS COMPANY: (714) S29 -2M 1 E. BIRCH STREET (714) 529-7070 BREA, CALIFORNIA 92621 PACIFIC TELEPHONE: (714) 999-5639 METROPOLITIAN WATER DSTRICT: (714) 593-7474 4153 LOS ANGELES, CALIFORNIA 90054 240-5200 N { , i : f It i L 4 _ _4 4 + _ .Ic _.._ r f - BENCH MARK B.M. 163B + ; i ` �- t- 4 I 1 , S + 1. + + # 4 i i S. i _ ..: - I' S # t ! S + .4 _ $ T- , r T 4 # # s }--- I j ELE V 1297 297 i . I 4 + t -+ . t : i 1 4 i + _ + I : ; : R 1.=142Q. 6s8 i r� r' .I ; ? { i t • i ! I ; 1 , s °I N • IY �_ * r i + t ! 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PLANS TR. 1'5219) z I I • • � � a II ` H �/ I� / - I IL / / ; . i ,- In . 11. W.-, I �,I - ,1I1t i .% v % 11 °- . ��9 0 _ � % Pwo SED A. c- - �, n1� �r q� Or ERS "se 1 fc� � T T k 9=7 I OY � `� , aq OI a: . lap 12=:;)%, v d ( -- N / I 1 . ►1 ,to I I !gII$,w II CONSTRUCTION NOTES Pq -.I l);7- C'ANST 3" A.C. OVER X AS PAVEMENT &- CONST. G" CURB W/24" GUTTER PER CITY STD. 303 (SEE DETAIL ON SHEET NO. -L) Ca--ONST. 4' WIDE SIDEWALK PER CITY OF RANCHO 44 GA STD. 310 t 311 1•- CONST. DRIVEWAY APPROACH PER 5TD. 305 &---*' INSTALL STREET L1C+-4T 5800L &-. INSTALL STOP SIGN PER CITY OR RAPIGHO CUGAMOt4GA 3TD. @-INSTALL STOP AND STOP BAR a- ADJUST MANHOLEil GR TADE Giso REMOVE EX15T BARRIC_AOE 8a- GoNST- I0c.AL DEPRESS/ON PER STD. Ate- S✓8, & ZETA IL h"F6W v 944 � � 2 V) C.i kk o I -t u%� • I / I LOMELLO WAY SEE SHEET NO.3 '(G' C `' �'o 11.1 R,�..0 II • -- gm. ,1'a,�� 1 irr-= L.D. DETAI L ,r n... � IT 3+51.24 Cw- PARMA FL. 11 = 8+52.2' LOMELLO WY. 1 II'.' 0. ,.!N�\ : . I `° 11-1 �', 4 4' s MWN-K is S' STEEL THRU PER STD. SIO GRAIN Z' N. 4„ s -TN I I/ "' I s 81 . ll' SIDEWALK CONDMON . (PRORLE) SCALE 1" --40- 1111 . - _- e J�- ��►. , ' .� ..�.� C-)RVE DATA WCURB PER I 0 R Y%5' SAF- STD. 303 r A 2) 04 BAR 2q" U)t, OVER DRAIN THRU • _ DRAIN 2' (MIN• 5(0.221 8 198.00' 00" r 131.32' * 5• E C N 1800010011 Irl` 31.4'L' 15.154' D 1,5110015G 1' 'Zj2.0O' 52.10' 'L4o. 44' E I ILI.00.00" � 250.00' 9 1. WY B1/Zr F 15' 42' 39" - Wall' 15.1 .L.k. . -•1-' SECTION Ac -A .r 10.28' H CURB COVDrrVw 01182.00' PRO ILE v 944 � � 2 V) C.i kk o I -t u%� • I / I LOMELLO WAY SEE SHEET NO.3 '(G' C `' �'o 11.1 R,�..0 II • -- gm. ,1'a,�� 1 irr-= L.D. DETAI L ,r n... � IT 3+51.24 Cw- PARMA FL. 11 = 8+52.2' LOMELLO WY. 1 II'.' 0. ,.!N�\ : . I `° 11-1 �', 4 4' s MWN-K is S' STEEL THRU PER STD. SIO GRAIN Z' N. 4„ s -TN I I/ "' I s 81 . ll' SIDEWALK CONDMON . (PRORLE) SCALE 1" --40- 1111 . - _- e J�- ��►. , ' .� ..�.� C-)RVE DATA NO. I 0 R L- -r A 15" 231 Batl ZL15.00' I -12.00' 5(0.221 8 198.00' 00" 56.00' 131.32' G 1800010011 100.00' 31.4'L' 15.154' D 1,5110015G 1' 'Zj2.0O' 52.10' 'L4o. 44' E I ILI.00.00" � 250.00' 9 1. WY 44-153' F 15' 42' 39" 535.34' Wall' 15.1 G 1 a 09' 181' 10115.00, 20.51' 10.28' H 1 • O91 28" 01182.00' 19.84' 9.92' I I- 09' 201' 1000.00' 20.21' 10. 10 F---.rs .--• I Au 34 31 )o CASTELLO PLACE . . 414.1 9 E}---f_E •S,f�Ev,Go / ;w -"WE 164M Iev -�f 41-6 -c• - PLAN SCALE r -4o' CITY OF RANCHO CUCAMONGA v OCR 1 413.35 A7i2.92' OC. _ STREET IMPROVEMENT PLAN FOR PARMA PLACE & CASTELLO PLACE t0 4� TC � Qj� OSS• / .100" / --I"" I--, . O . ?; c -0, ,-�M.O.C• . i . &I TRACT NO. 13442 04 LD DETAIL L w.r",ew may' y,, a* - ro DESCRIPTION OF REVISION JOB NO. 240-5200 APPROVED BY:: y�% DATE: b CITY ENGINEER // RC.E NO. 22397 DESIGN cx)ms IL1t1m GAO(/► vwc..41�.�.Lmww-A1...0.1�,U. AfESS1q� RUo "S S . MKf1, 4860 IRVINE BOULEVARD, SHITE X201 IRVINE, CAUPORNIA !2720.191» `r C '3" SHEET DRAWN r7 790.7117 IWArvv'~ &A ,r q LCL F 41 to:� * Z (W 12 CHECKED fOF DRAWING N0. DATE G9 ' 1 -/ 4 APPROVED DATE FILE NO JOB NO. 240-5200 / . ; . , j ; r ♦ r - + i I I ; i -_ �_ _ _ - T - : # i I : I f + _ - r + r r 1 I # _- 3 • , , • , ' . . E� I y + • I -J T—• i . - . 1 i , . r ; r • : ♦ I I a I i ; I i i t i t # ; ; I ,. 1 , J + # ' r ' i ' , - 1 + I - t ' i , t r : } : t 1 i : , , tt ii I 1 i : ; 1 i 1 . i r i } } ♦. _ -- i , : } _-;__! - • 1 11 J t 1 } J -.--r....... - _ .-•--- --t---' -- --+-- , , ..4---- - _.--+ 1 --._'�'-... _-i"._--'�' --- �_�a 1 , - _... -�. _ r.. ... r_ .i - r N A r NrC 1�- ,II�4 i i I ' i f + : ; f + ' I , I i ' ' j i i , L ' 1 t { r { i i V t 1 I ; 4 + : • P J 1 I e t j J- ♦ Y J ; + , J , i f t J . . 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OYER 4" A8 P' (�)— CONSTRUCT 6" CURB ''"/24" 6U; 4 COV,17QUCr 4' NIM 61DIfX1ACK (�)— C0N57RZ-Vr G' W1Z)6_ CONC.' C) .,470. 3416 (/NC4L/0E8 AxWOL (i CONSTRUCT HAND/CAIOPED RAIVMI- PICK C'/T r at- KA/VG'iA�' ci'cvA-7anra^ zr7-v -.7/0. 7a— CONSTRUCT p14/VEwxK AP1&RoACH ACi? 870.903. . 03. • J /fv,inwLL ,JTR6ET L/GNT 36woL. @_1Me7-,ALZ. 6r�QEE7 NAME 3/6AI PGR CITY CIS RANCfr(0 CL/CAAlVM6,4 JTD• 411 6 402. 13 A0JI/57 WWrEA2 AWL V6 COVER 717 6",Oe &_AD aZ1lr 1".4 W0C E TD 6RAOE . .. BENCH MARK B.M. 1638 ELEV. 1297.297 24' EAST OF t ETIWANDA a AVENUE AND 40' NORTH OF BASELINE ET BRASS BENCH DISC. IN IN TOP OF 1.NE END OF A 4'X2' CONC. BOX CULVERT. 1. ; : ; I : . I 1 ; + : r I I , . 1 i t : « i ' # 1 I ; r : - , I + , ,.._.._ I i . : • + 1 4 +,? -1 ; f ;I } 1 + I I r r I i J -I-- IF ---- i ' : I # . ; ? i 1 : J 1 i I i 1 i j i . f w ' : F-- i ♦- # i I r-� I -i ' i I I f # ; I ? 1 - 1 I 4 I = 1 I i i _� ♦I .:i r ; I t { I # i i t -,-- i I . r # } + I t ; t j { 1 i i i j ; + +: ? i i 1 - t + # I +j - . i i I + ♦ i + , I j PROFILE SCALES HORIZ V-40' VERT. r-4' PLAN SCALE V-40' * TOTAL CURVE D,4 7'A NO. A R L 7' A /9'00'08" 562 -eV' 127.34' 64.28' © J3'!Je 52" 277' 44.29' 'W.94' GO 93'30 DV' 277' 44.27' 28.87' D /5'5o'0o'' 406P00' W-54' 92.00' 2G'S6'00" 407017' IS 7.9/' 03. 7Z' f /3'60'00" GGO,elk ' 167e1' 94.32' O �D'4.✓'oo" 27.00' 4G�33' 31-47' H /08'20'26" 27. GV' 3/.05' 37.40' r /4'_1"'�" 4 /6.40' / 2402' G? 47 J GI6'40'30" 2700' 40. �S' 2634' K 4a'7o'ab" 27.00' 40.41' 25.25" L 88'51'10' 27416 440.93' 20"' 6612re'29' 27.00' 4(0.7_1' 25.37' N 00 55' 05" 400.00 (a.41' 3.20' Q 3` 08' 40" I 1.80.00 i 3-7..32 I IS." CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT N FOR LOMELLO WAY00 )tOAP soR,0. #0.5 LOMELLO WAY 4. E FROM ANZIO COUNT TO PARMA PLACE TRACT NO. 13442 APPROVED 8Y: --� DATE* '` " CITY ENGINEER --� RC.E N0. 22397 - �'-3'E� S.'YEET �. / ,A � .3P.�EET J2'�E L��i[/� DESIGN c�oNAX7 Mc dour E�,�y� MgE � . ©,QOO Oe/YE/s%C1�5TAT�Oit� ly/T.f'�.P0�05EO MK �,�� C• y� H'/oTi�Sll!/a'd�G 5 *!o_- i-aw'--l4iC/j F+:;"e' E_1"%/"1//" //-�t -g8 � IRVINE CAU NIA94860 IRVINE 80 272 999 1 h , 0 GOTS DRAWN 730.7117 re " No 20 SHEET ,ate le gPir�-I- ey,e7,eTia+4s ,riry �,�a"okv* o A/or 31;-,4T• Q Q✓�.OS S�ais f -"r' / �'r'Q (/ii _4-'-'-e'-&"--T.CEEs �0.� i!1//Y�td . M i� � ! 3 (W IZ l �y$44?� �✓ �� CHECKED ��lf pFy ��F DRAWING V DESCRIPTION OF REVISION DATE CITY IN 14 APPROVED GB DATE FILE NO JOB NO. 240-5200 0 .. _+ , I { t . _ #7E] I r t i �- ;- ; : ._. ti _i-3 - I I : ! ` _ f 1- i : i t• _--- I 1 J I f ,B.M. I ; t J , : 16 3B . : 11 II - ` `/ {r + ♦ } • ♦ • .., h : . + : , 1 , • - Y ; - ! + ' } t. + f , _.. + { _ i + ! ; 1 , t - ; R + 1 1f + ' 4 i ` I 1 .. t { + ' r 1 - i ' • 1 I ELEV. 1297.297 I E OF ET WANDA 24 Ta , . , : i ; - - + • • , • • I s ; i ; ! k ---�--?- : ; ! _ -_ -.I • ., ♦ 1 I , + ! t 1 I I . I 1 - - -� -; r -T- , s: , + {I - - � - --- _-�.. __. _ - - : , h T : I I t T --� i ♦ ; t ; .- >- r i i i , i i : i i�q , , i i t f i i4. • ; + : ♦ i J : # _ _i ._ ._ ; 1I ?i , ; �-5� - I - � t , 1 : i i - : i i t _ 1 3f)b� : _-_ ; ; , 1 i { / i i i i : i I ; ♦ I { ; J I 1 ; i : , I k i $ « ; i r ♦ ; , 1 ♦ , i -� : i t 4 , t i t . + I _ , +- -+- AVENUE AND 40' NOR?H A EIrt OF BASELINERAS, SET BRASS BENCH DIS B C IN TOP OF NE END OF A 4X2' CONC. . 1 ; « 1 ,! { 1 . ! . ' I -I , I F t ; . ; , + , 1 , i ; _ - + y419 P�f•ZD.i69. I ; + __ # i = QC = 1 ! I _+__ -- - -� >• ilk ' I 1 i I , _-- ' '• i I + ; F : -�___-�._.--• • • : , . ; . r i t -_ t : .�-- ----�- r.. i� I 1 •- + @ �' t f 1 • qq �L� 4/9 I i : 1 i + t : I ! 1 t ; i i BOX CULVERT. F- + t I i ♦ 1 1 • I ♦ ♦ , I � jj{ • • i i : - • . , . I , ; , I 1 ymill : i & s - --% --% I w- i + . . 4 i , r - .- -ml"IIIIIIIIIIIIII t I +41 _I - - II - 1-- i . ` ! - - -� aT i . , ; ;; - - , ♦ • . , --+ 1 C i + rt !� t « i; i ; i t t i + t ; • . f : I ; - i } ♦ , 4 t - h J ♦ • ! ' i I : t : . 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I } I $ I i f t I ; : t ; ; t i : : : : I ; : I i i t c ; ; I I I t [ H i a - 22 I i I f ; - : ♦ t ; ; ; : i 2 ; f _ I :2 t 1, t I i ; - r + + I , J + •T+ 2 I I i i I I , { r J i i t I i i i k k 1 ; f ; i t t 1 i t 1 ! i t 1 • : ; .♦ 1 • , , 1 : } ♦ , 2 , - - - .. , • . - . . • , ♦ _-L t , + ♦ + • _ _TT__- 1. i - - 7, 7 J, j r_- _ Tyr i I i i PROFILE SCALES - HORIZ• 1' 4 0' VERT. i'-4' I t i 1 t i i i I t i i i i i i i ; I I i ! 11 !r i : ; + : : : : . -Aa- i= IV- ? i i ; - -I . -- - - PLAN SCALE . 1'-40' COAT7RUCr10N ANTES �, 10 - /�---- COM7 CONST. •i" A.C. OVER 4' A0 PAPFAENr�zl7 6" CURB W/24-907TER �R CPY STD. 503 9 � Q 7 � Vk' _.ti4 t 0 0.1 t %too *TOTAL CURVE DATA . / C EE DETAIL ON 3HEET Ab /) W (2>- CONST 4' WAF SIDEWALK AFA C/Tl' 010c R441I aCW0NG�I � 7 Q/ 7 y Q 7 3 } 14r \ h M 3 �P►:'1OE�51r1" 5 - `� ``\ \� \` ` ik s NO � R L T , 370. 310 f 9// I � 0 a z. � � � .yf�, �, gW ` $ 7 W %1� I I a ` � -i \ \` JJP' � ,� 0 /5'50'00 661.00 /82.94' 92.06 6 WNST. 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T DESIGN MK Z/0,00,00- 36.00' /5a 2d — 6 /5' 00,00" //2.00 " 29.32' 14.75' c 19,016,35' 266.00' 44.. 2' 20.21' D 61'/3'34" 27.00' M 06' 2.x•15' e 04J'33 " 26e.Gb ' 40.61 ' 20.45 iE f 35'45'00' 2_159 00' /55.99' 6::1-65' 6 3514500" 232.00' /414.76' 74.62' H /8'/5'00" 250.00' 79.63' 40.15' �CITY OF RANCHO CUCAMOfA STREET IMPROVEMENT PLAN FOR SORRENTO ROAD . FROM W 'LY OP LAMELLO 'M MARCELI•,O WAY . TRACT NO. 13442 . APPROVED BY: _ !]L_ � L DATE: sL°'� CITY ENGINEER -..'_ " - RC.E NO. 22397 DESIGN MK MORSE CONSM T MC CROUP PL.,,...c•� .1,...W-..f.,.CP.�„= ��oQC.EssI�YF 4860 IRVINE BOULEVARD• 720.19" 1 ��, Off , IRVINE. CALJfORN1A 92720.1949 y �^ - /111730-7117 �c f...,.w * /I _ �z.._ ... rn! 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L•4{O.sfd o o I su . . . . . . p . it -i i A-4".03 oc � � ^ AWAVAL /3228' J�•3'g .p !� ` I i 916 I FAQI.�fY JVM19 E i O 1 -415 Q eN► tp { 14 C CUMS R 8 Q ; . � _ l ._ - _ - - - - --- - - - =- - - - - — - - - - .� - - - - - - - - - - - - -� ----- - - -- - - - - i11 RThIL Lig 2fB' YC� � � � ! a 'o � �- } �. y : t1 I OA Hoko t i - - - - - - - } _00 jj _ _ _ - � - - - - - -off ` -.► � - s _ �- - - - _ _ _ _ . . . : _ . . - _ i - : - PROFR + - HOR ' VEi CONSMUCROyN NOTES II CQNST 3" A.C. OVER 4'Ag PAVEMENT CONST 6" CURB *124"GUTTER PER CITY STD " CSEE RETAIL ON SHEET IMO I) 4a— CONST 4' WIDE S/UEWAL K PER C/TY OF RANCHO 6VC4l4f0N0A STD 3/0 � 3// l9 CONST 6' W/DE CAMC. CROSS G077ER PER C/TY OF RANCHO CUCAMOM3A STD. 309 (K8L. AS-31,VWN) 6a-- CONST NAND/CAPPED RAMP PER C/TY OF RAmwo C VAMONGA STO. 3/0 77 CGWST LWIYEWAY APPROACH PER STO. 305 �— CONST L OCAL DEPRES S ION PER STD NO. 518 f DETA/L HE•PEO ,� q INSTALL 5 TREET L/6117 - 5800L 11,� 1s' /3 ADJUST WATER YAL YE COvEiP TD G,PATE �V LOT A /Q AD✓UST MANHOLE TO OR,4TE 8 N 09'20's3'w(R)AC.3 AA V W= /0.00' i /4 L.D. DEWL 0 IQ L OMEEL 0 WAY �ETNO.4 f ' „, * TOTAL CURVE DATA NO O R L T 0 210000'00" 38.00' 13928, �B /5000'00" 92,00' 29.32' /4.75' C 7'40'00" 782.00' /04.64' 52.40' D 7'40'00' 800.00' /07.05' 53.60' O 7'40'00 " .918.00' /09.46' 54.81' F 7'/6'46" /538.00' /95.40' 97.83' 28035'00" /520.00' 758.29' 3872/' N /4056'02" /502. 39/.49' /96.86' O 86'06'28' 27.00' 40.58' 25.23' JO 9/'/9'4/" 2700' 43.04' 2763' K g" 55' 00" 1520. 2 34.55 119-51 JOB NO. 240-5200 d2St 4zo t of 05 V W NO, 4ZQ s' 28' cam' rn o� o ! ao 59.7/ B� 85 03.3'03 a, 403/ 24.98 CO 92 "13'17 " 2700 4346 28.07 O 0o'49'32 /53800 / Z9.53 64.80 E 830 39'03" 2700 39.42 24.16 F 93 ° 02 ',34 2700 4385 2847 © 00°49'20 /538.00 22.07 I I v ti 16'041 46- � /00 00 29 /4 ti�tiv Pp o /O n 38.00 1,7132 - L. D. DETAIL /50200 V W NO, � R L T rn o� o 1 51 /4' 1 6 L. D. DETA/L - _ +IRK- - - - _ t _ _ - - nj I'r ; a 9$ At arc + 5 • f Its 1 l9.%SO% C 03.4/,6 6 'C6+'R9 '' ,� ti J//.i4s QC. P,P't�.yT9 iC ► 4l�.�f cpo /V C/AVE .4i Of44 - � M . . - . I . 00- - - - 13 - 8 ILI c �j COL pRNO 6 J44 _ /4S MARCELLO WAY j /29 3 /30 e SEEsHr DRIVE o� P 4s 9 w o $ �' 4 SEE S117 -NO. 6 h 2 88 W 11 0' s �� g W ; 5� '� s. `� h a �� 18 8% 9 ►. 'k�'' �) £CR �� 4 - /0 �617Y.P *? 99� I C X '� 0 I1 gll/ "' BCR _ E %� � � TO 6 o ti 6 v Q ,•,c tom-= - P ATE T 6 h�`'F� ✓��i, I I ?3� D 9 E ��`� 4-6'G��t �� m g �l 9 `=`.� ,', 2 4388 ti ; G C' 2 .tiZ � F ,�.c ►` \` IL 4 2 INY O N 4 B + o i Oi S9 _- b" "� :? G v" '��' �4 q\i. O gRAD/ 11+7/ O r `� W 99*� - - _ y PO N 9 SEE GRADING, i LAND- 13 AND- CRO �+ ^ _ _ - _ - rye SCAPING PLANS 90FR 'y794-0r76G 0 42 LOT A 1NTER10R WALK -T� _ _ K%+J �_ --- �� o Ngo°7S- `o Q3 8 f�- �� .00 Z9 /0900 OE-�2��' 3� 11 x,00'E 1 6 k,4 v% K I ✓ O C14 DO 9 g, �3 ✓1 o �� 4 3 h << I ZW S M 4 kti r I G 4 �Q�_ BCR 6 3 - o 'h (� �' 09 �co 0 � � � � � O � a � �9 �� y, w 23 y W a CID 1 VIZ.ko ��; isj O 0 Z J�33 h � ¢0.6� /Sl.149 � V X11 $ 7 D cz,J LANDRIANO PLACE CONSTRUCT/ON NOTES --COW57-ROC7 3';4C 4"AB PAVEMENT .3 CONSTRUCT 6"C!/RS W124"607 -TER PER C/TY STD. 303 ('SEE DETA/L OPV Sf/T NO. /) Q CONSTRUCT 4' W/OE S/oEH'.4L x PER C/TY STD .3/0 �3// /9 CONSTRUCT 6" W1,0,6- CONC. C.POSS GUTTER PER CITY STD. 309 (i(&L AS SHOWN) C0N5TRI-IC7 HAND/CAPPED RAMP PER C/TY STD. 3/0 -C04IS7,PUC7' ,ORIPIE-WAY APPROAC/-I PER CITY STD . 305 90 --•INSTALL STREET [/GHT 5800L /-- INSTALL STREET NAME S/GN PER CITY STD. 401 e 402 /,3 ADJUST WATER IiAL YF C0446 -,f TO 6RADE /4 A D✓UST MANHOLE TO GRAOE 8 CONST LOCAL DEPRESSION PER STD NO 5/8, E DETAIL HEREON /7 INSTALL BROOKS BOX N0. 2424 WITH PARKWAY GRATE /3 INSTALL 3"-5" STEEL 7I 4F?U DRAIN PIPE PER DETAIL SHT. 2. 11 INSTALL STOP SIGN PEf? C/TY OF RANCf/0 CUCA440416A STD 402 z Q � z" 3 m h + 8 0 [}- 5�E .5�EET NO / F�.e ,5T,�EET T.�EE GE✓t/o +� TOTAL Cl/RIiE DATA NO, R L T J 04 026 47 " /538.00 //9 36 59.7/ B� 85 03.3'03 2700 403/ 24.98 CO 92 "13'17 " 2700 4346 28.07 O 0o'49'32 /53800 / Z9.53 64.80 E 830 39'03" 2700 39.42 24.16 F 93 ° 02 ',34 2700 4385 2847 © 00°49'20 /538.00 22.07 //04 O 16'041 46- � /00 00 29 /4 14.4!U /O 198 000 00 38.00 1,7132 - 0 /0 ° 09 "/0 /50200 266.15 13349 OK 92°/5 50 2700 4348 ZB.09 L� 9/ 0 /3 '58 2700 4299 2759 MO /4 0 56'02 " /50200 39/.49 /9686 NO 29 °35 00 " /520.00 7-f8.29 98721 0 20'47 '4/ " 30703 11143 5$34 8000,00" /520.00 j 2/2.23 j /06.29 © -r55'01" /520.00 103.91 1 5/. 98 JOB NO. 240-5200 SEE GPADING E LANDSCAPING PIANS FOR INTERIOR WALK F LOT A' ` .L1 • ,/ 1 I I B.C. 61.51' /0 24. 1.10 Ab �. Q9 157 0 Caw TRC /ON AbTES � COLORNO COURT S U T l3'A. CUNST C. OYER 4" AB PAVEMENT CONST 6" CURB #124' GUTTER PER C/TY JTD. 303 (SEE DETAIL ON SHEET NO. l ) �— CANST 4' N'/QE 51"ALK AcR CITY 4Y RAAC#0 Ci' AAIONG4 STD. 3/0 e 3// t�6 - CONST. MANDICAPMO RM/P iFq C/7Y OFRANChv a44hf6K16A STD. 3/0 0J CONST. DRIVEN v AMMACH PER JTD. 305 INSTALL STREET LIGHT .S8OOL /0 INSTALL STREET NAME S16AI IE)? C/7Y Of MACN0 CWAMGhGA STD. 40/ f 402 /3 ADJUST WMR IGIL.VE COVER 7U GRAAE ADJ(/ST hm#hvL E m GRADE /7 INSTAL L 8R00X5 90,1 Na 2424 X//TH 10,4,e 'WAY GRATE /g INSTALL 3" x 5" STEEL THRU ORAJN PIPE PER DETAIL SHT. 2. 0 CURB 1 - N142 143 42 4 A 56.01 T 571 c 3bdp ��14 /4 lo � cF D �90'00 ow 9 t}�h1 F Ka Iw 0� bCF`5�ec� N � R .93 31. 16 - T. 64' �2'h 31 • 0 1 6.56' 3 4 /DENT/CAL �+o/NTS 4,/.� ," �' /3z .� � /`� � � *v jg7 0 Q �, �► At COLORNO DRIVE II - � .31' 3*�(9 00 J /NT COLORNO DRWE 9-55.82 LANDRIANO PLACE 46, .Eck I� I 111 154Zv 11' 46 ' iljj,�23' � 5 1 CURVE DATA NO O R L T A 77°40'00' 2700' 36.60' 2173' © /0'0000" /02.00" /7.80' 8.92' C 97°40'00" 58.00' 98.87' 66.33' 77°40'00" 45.00 6/.00' 36.22' E /5' 00'00" //2.00' 29.32' /4.75' F 2/0° 00'00" 36.00' /39.28' JOB NO. 240-5200 I ♦ t } • } r I 1 } } ; ' , - : ' ' } / t '. -I I ' ? r i I i. t ' i , - - t I I i ' I i i + - , .. + _ : ± ; : i i _ f .y. _. , : : + , a I 1 - I $ I $ , } 1 I 1 S ; i i # i I 4 } I I I I I ♦ 1 I n e -�- } - - - i i i i z L7S'� 6 I } i i : : } t 494%' I i 1; ; i I I } : , # . } f 1 : ♦ 1 - ; i. ` .: 1 ; , } i } ; . 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OYER 40 AA ,AAYEMENJ' . 33 CONST. 6' CURD ffI 4' ! 7 7F PER CITY 5TZI 303 ME DETAIL ON JWEE T AU / ) a- CONST. 4' N'/DE NDiEM'ALK PER CJ 7Y AF AAACA10 aCAMONGA .STD. 3/0 g 3// o7- comr mlyz wAr APPRoAcH PER ,sm 30s .;: 99 INSTALL STREET L/GMT 38ML G) INSTALL STREET NAME r.!/6N &rR car AF R Awo CUCAMONGA JTD. 40/ f ,m I3 ADJUST WATER YALVE DOVER TO GRADE q- ADJUST hONA10LE 70 GRADE coNST. LOLL DEPRESS/ON AER ,ST18 MO. s/8, SIF,01!F7,411- HEPEON, /7 INSTALL SROOP'S BO.Y NO. 914M irM/TII PARAWWY GRATE /B INSTALL 3' * 5" STEEL- TNRU DRAIN PIPE PER DETAIL SHT. Z. ('7'-)A L' / i0 7 lt wfid '-offD C V 18' �.0 SEE f aw m� I10•r - , c8-_. dl 10tF 44CF q3E6. X4.0 • 433 4 /�° r gq 46 / t4 JV 70'39' /- E s w t. , s4 �'. SEE GRA DING, - .' ..... - -� & IANOSCAP/NG '' ' '•A*- .. - &AWS � _ L T INTERIOR NI&X GRAtB w 434.0 /N33✓ L / .4 ' ,�l Zc• �� N+- - - - - - - -- f LOMELLO WAY I SEE S11EE7AV 3 m * I- j3 ,W` I I , iii 4 oh I jell f w ' I S , .g .k 3 f t. III 74 y L/ try # P I - .S. 11 1 •5,07.00 LOMELLO WI' s %__`` K � N # x.06. �' ;V I S �` �, t``\ ,1• . s` 4 75 ,� , .GF It 14 ` II , X19- <5ti .aIH 'CAr, % I 923' 23' Alurv%wwAt ' /8' I /8' 5' .o!' AV . FANO COURT BENCH MARK B.M. 1638 ' ELEV.1297.297 24' EAST OF (t ETIWANDA AVENUE AND 40' NORTH OF BASELINE T A SE BRASS --�-- BENCH DISC. IN TOP OF 4 NE END OFA 4'X2' CONC. +1 BOX CULVERT. I ;' IPROFILE SCALES I ; } I i i HORIZ. 1 -40 I 1 I VERT. 1'-4' PLAN SCALE 1'-40' MR VE DATA z i r : R I I A r 3800' /35.57' DESIGN ♦8 I t . { i + © 1 89' 29'/2' i 90.59' 57.48' D /0000,00, /02.010' /7.80' 8.92' E 72' 05'00' 45.03' 56.65' 32.77' I _ /3' 34'03' 112.00' } /3.32' G 73030'57" I 34.64' 20./7' H 2/0'00100" 38.00' /39.28' ' I 83'45'00' Z700' 39.47' f 0 /5'00'00' i 7.07' + /D /5000'00" 27.00' 7.07' 3.55' I I 27.00' 43.99 ' 28.62' I I //2.Da' /4.47' ' 7.25' I i f- ! I : I- { I I -- ; r--: ` I I I I } ' I I : ' i . ♦ i i_ t / 4 1 ? i # i + i : i r ; f i # i i I 1 r •# f -I I ;' IPROFILE SCALES I ; } I i i HORIZ. 1 -40 I 1 I VERT. 1'-4' PLAN SCALE 1'-40' MR VE DATA NO I Z� R L T A 21014' 24'/9" 3800' /35.57' DESIGN ♦8 I 9' 24'/9" //2.00' /8.39' 921' © 1 89' 29'/2' 58.00' 90.59' 57.48' D /0000,00, /02.010' /7.80' 8.92' E 72' 05'00' 45.03' 56.65' 32.77' F /3' 34'03' 112.00' 26.52' /3.32' G 73030'57" 27.00' 34.64' 20./7' H 2/0'00100" 38.00' /39.28' I 83'45'00' Z700' 39.47' 24.20' 0 /5'00'00' 27.00' 7.07' 3.55' /D /5000'00" 27.00' 7.07' 3.55' L 93' 20' 28' 27.00' 43.99 ' 28.62' M ---T 7'24'/2" //2.Da' /4.47' ' 7.25' CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR ANZIO COURT 8 FANO COURT TRACT N0. 13442 LA AEML APPROVED BY: BATE: AZXZ51 © ..00O� �,,y/{/E/y.4J-5T.•4T/v�f, ' IY,Tif'--.fo0�05--o MK 4860 IRVINE BOULEVARD,SUITE�O �4 C. y /f + 0--i(, �- .?EE �.!'f�ET if/O/ �O.� ✓?.�E-�T T,L®�E G.Eit/O. ©�E�losi�rii�� vr�s-�'v�.�/> �o,� //- 4 -BB s�' , IRVINE, CA7J0-7117 92720.1999 y �' DRAWN � 4) 730-7117 "" �" - SHEET 91 mm ma ,Qoo 4ie ve-,v�syaysrariolcl-s swir��,Po�zaS'� I.-77-81 MMS N»*�+1 * �0 �Z 1 l4-/HT1-105'llv---4'�• S�fb/%-14-' 17-v�-1441-(/>j .5T.eEET la -/B -B8 Of T,e�E.9fF,eGlep"A"vvv v�✓. 4F,Po�� Cm CHECKED;volf �OFCAUF DRAWING NO. DESCRIPTION OF REVISION DATE CITY APPROVED GB DATE FILE NO JOB NO. 240-5200 il / CITY ENGINEERRC.E N0. 22397 • DESIGN CONSUL GROUP � �pEESSfpy R�QMMEN o''SS I - jj�� © ..00O� �,,y/{/E/y.4J-5T.•4T/v�f, ' IY,Tif'--.fo0�05--o MK 4860 IRVINE BOULEVARD,SUITE�O �4 C. y /f + 0--i(, �- .?EE �.!'f�ET if/O/ �O.� ✓?.�E-�T T,L®�E G.Eit/O. ©�E�losi�rii�� vr�s-�'v�.�/> �o,� //- 4 -BB s�' , IRVINE, CA7J0-7117 92720.1999 y �' DRAWN � 4) 730-7117 "" �" - SHEET 91 mm ma ,Qoo 4ie ve-,v�syaysrariolcl-s swir��,Po�zaS'� I.-77-81 MMS N»*�+1 * �0 �Z 1 l4-/HT1-105'llv---4'�• S�fb/%-14-' 17-v�-1441-(/>j .5T.eEET la -/B -B8 Of T,e�E.9fF,eGlep"A"vvv v�✓. 4F,Po�� Cm CHECKED;volf �OFCAUF DRAWING NO. DESCRIPTION OF REVISION DATE CITY APPROVED GB DATE FILE NO JOB NO. 240-5200 il / s ' ' •142/ _. ._ ♦ - , , J , , t i 1 It ; , t : _ ... _ , ♦ _ _ _ , ' BENCH MARK B.M. 1638 -+ :. , . ... + f t : J i t J . . � .F © . t ; ♦ i - - J 1 ± ` f + + f - � 1 t f t -t ;. : ♦ f } ; 1 1 i ELEV.1297.297 I �r � I AVENUE �1ND�40' 1 NORTH , : 4 : ♦ ' PAPIA ArFY i t OF BASELINE, SET BR/155 BENCH DISC. IN TOP OF q _N y S � NE END OF A 4XT CONC. ♦ 1 - r—T— i � ' BOX CULVERT f 3 . 1 gApw /W ♦ I ' -.. i ale , _ , I I l tI i t _ ; t r - - - - - J 'M ♦ �y+ V iI i ? : ; w7alli t I ' } i + .'T4' I 1 • I Lr' 1 � � S 1 I : r } ♦ ; { t / ...._ : ♦ 1 : , , r ♦ ♦ • I : : : - : I ; + f i 17 1 f ♦ ♦: I _ _ ' - ♦ t ♦ —T— _ f _— _ ♦ __ _ __ . - _. 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I# CONSTRUCT 4' W/DE ,S`IOe-A .4L K PER C/ T Y STD. 3/O � 3// --CONSTf 1CT OR1XFW,4Y APPROACH PER S7,0.305' 9�•-/NSTALL STREET L/6'1/T .ERODE dV AD✓l/ST NATER YAL Y£ COYER TO !TRADE /4 AO✓UST NAAI/10LE TO 5R/1DE 88 CONST- LOCAL DEPRESS/ON PER STD. N0. N8, SEE' !.LETT!/L /12 PEON /7 //YSTALL 8,f00,i'S BOX NO ?424 I'V17'11 P. AolA ,4y 6eATE /g 1/I/S7AZ Z .'Yx •S" .STEEL Tt/RU URA/N &i4 &cTA/L ON ,3HT• 2 .61 s it 1,c' d R Z . T v ,IZ Z98. 00 M•O•C• idC.f B /S'000 00 11Z.00 MIZ �11 C Z/O'00 00'• �6• /39.28 of OO -W .Ll it .ca ,c ,w » �Yw •r I •yV • ,Sjlt� 3 4 b ,ZO'9 a �` � g•� W IB � . ci J �, . V\ ' A /10 SALERNO PLACE 0 t 7 0 /05 � 6 SIL 1,ooAATE 111 vv 1 V. fy 448.Z A4 4 �F � /7 LOT OC 9� .A.. �P� b '• GF 4791 INV JEE GRADING 6 .: 4767E d, LANDSCAPING PLANS 3 MR INTERIOR WALKS 96 17 ••'IS'0 14 I o� o .L \/07 L� r ` r•4o CURY6- DA TA N0. d R Z . T A /o • Z5 00 "' Z98. 00 6-4116 t7.16 B /S'000 00 11Z.00 MIZ /4.75 C Z/O'00 00'• 38.00 /39.28 D /O' 25 ;90" ?80.00 60.'/ 405'" OE /0'15 00" Z'62.00 -0763 1 23.88 CITY OF RANCHO CUCAMONGA MIM JOB NO. 240-5200 • STREET IMPROVEMENT PLAN FOR PANDINO COURT & SALERNO PLACE TRACT NO. 13442 APPROVED BY: CITY ENGINEER DATE:3 - RC.E NO. 22-397 © =77, eirE�.vysreriO�v�' wirt'�a��s�o ,Pf✓1.4/iYii�S �O �aT6' ,DOD AE�i✓fJ�.IY.ST.eT/�t/S �4✓ir�s'�� J ✓/O .1�3 �/ t��./S � r✓.vO�V�Y-CA�J 3T. 'EER 1't'�� DESCRIPTION OF REVISION t /Yf�/S��d •j/1 'a DATE CITY APPROVED DESIGN MK �oRSE coxsvcrnMc GROUPr �pp4ESSI ...- e.�� ftAVVW .�.I�......�,�,.,� r c. y �� 4860 IRVINE BOULEVARD,SUME'201 �9 IRVINE,30.71 NIA 92720.1999 X71 30.7117 � � is ha saH! ! Of c DATE FILE NO RECQMts NP b SHEET I I or /Z DRAWN A. DRAWING N0. JOB NO. 240-5200 • . t : j �jJ�j •W; I; I t r t: + r : ; t I •' I : ;; : r ; i I 1 } : - . : i I i i • i i I T TI .T t _ a } a r - - + , t -f • , - a V I } A i i BENCH MARK B.M. 1638 { . { i ♦M i t ; / i ,♦ ♦ + i ; f ; ; + I i .i ! i : 0 j _ $ 1 ♦ : { ; i + 1 i + + ' _ , i , i 1 + / I 1 ! ; . j : i i + , j { ELEV. 1297.297 1 - - - 1 }1. 24' EAST OF ETIWANOA i t - ; i : r t i ; � i - _, f 7. �9: { t �. t r ! I /l�Ll1� i i { ! _ ; i I ♦ ; i t` i i _ AVENUE AN TH . + D 40 NOR ♦ . . -� y , + t * 1 r ' v. i : �, a t •I '- - + - + + { 4 i 4 i + E/ 1 , : : } + , r 1 1 : , , , I i { i : , I - t f r } i . , I , : : , , �� , : , I ; -_ - r : i t i ' , - l i 1 i { .S i OF BASELINE, SET BRASS - +- *- - -- . - J ? BENCH DISC IN TOP OF i 0 I 1 I i t i / { } : + t ! t : : i t • '---' - - ' - - - —i—_ + .. i i ? ; t 1 i i - -. 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CONSTiPUCT/OiV NOTES a -CONSTRUCT 3'AC 04EiP 4'A6 PAVEMENT 3 CONSTRUCT 4•" CY/RB N124 " 6!/TTER PER C/TY STD, 3491 QQ--CONSTRUCT 4' WZ0E S/DEWAL K PER C/TY STO• .?/0 j(.P1/ 7 CONSTRUCT DSP1Pe' ,4Y .4PPRO.4CH PER STD• 30.5• 9a•-/NST.4LL STREET L16#7 58004 /3 AO✓UST WATER VALVE COk�FR TO 6RAOE /4 AO✓UST )YANffOI E TO (sRAOE 88 CONST. LOCAL DEPRESS/ON PER SM AV S/8, SEE AF7A/L 11"1-6W /1 l S'CgLE / 40I ROVATO PLACE 0 cl_.�EE 6.f2rlirrl;r, l+v. / "Ar"o?le •37,1 7E J,Z+E� LE4"!!.t/o SF4 /// / A 4 Y !� ��T� `O��'� �o. .ff'b Iri 6„ 006 ! fro' _tl_� . ____ - iov' Are. 0 60C.F ,$o 1e. Dog � � 408' 38 1C- 407.55 . _ �- 8. m, O.C. �f� ---------------� � +��.� .c .-oma � .„ s, . /. J0. DETAIL CL/RiiE OA TA NO. I a R Z T A // ° 49 08 " 26800 9 O6 2774 © /9'46 '00 " ZS0.00 86.18 • 4352 CO 05 '37'// " Z3200 22.76 i/.39 D /98 000 00 " 3900 i3/.?2 O 1,6000 00 •• /00.00, 3/,42 /SB4 f 15 042 39 " 1539341 /46.79 1 73.86 CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR ROVATO PLACE TRACT NO. 13442 APPROVED BY: 44. 11 _ DATE: L'�1� CITY ENGINEER -'!'� RC.E N0.22 -97 DESIGN A1ORM CDIMXTIM GROUPRf&TA+lEN D ti..,...�♦,.�.ti..,w..C,t�.�,:.■ �pEESSIgy� Cb) ``jam MK 4860 IRVINE BOULEVARD, SU ffE '201 t�� v C. M�lf 1 IRVINE, CALIFORNIA 92720.1999 �! 9' /Z /f DRAWN (71 30-7117 � " � �� SHEET Q,sl00 ¢`Oe/I�1*t-sYST.IT�ty� Iv/�Jt'�oPGtLO /✓/OT___e A_. _ _lvra �-.9-.4•v>, s,,,-- T.�lL�Es- �/llclrl A• 41 so S."� tE CHECKED DESCRIPTION OF REVISION DATE CIN APPROVED G6 DATE F ♦,,�1 cm / fOFCAI\E DRAWING 140 FILE NO I I • JOB NO. 240-5200 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE -THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 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 BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 14. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE 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' INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED AT WARPED OR VERTICAL AREAS. 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 18. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 19. CONTACT ALL UTILITIES AS EXCAVATION PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: (SEE UTILITY LISTING HEREON) 20. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALVE AND PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 21. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE kMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND S-0.025 7C ELEV-- /2" W z z w Y J J 2 HIGHLAND 9 f I-RACT NO*3442 1 IN THE CITY OF RANCHO CUCAMONGA �l AVENUE 0 INDICATES SHEET NUMBER CURB L/NE /" \ 6. 24" 129" LIP //Z"R R -MP OF PVff7'' �i pm R/W 4 P.U.E. 5' V/FrI 3 /. pw r SPRR INDEX MAP SCALE V- 400' 23' /8' LEVEL LINE� 46' X0.03' 23' /8' LANE CONSTRUCTION NOTES & ESTIMATED QUANTITIES OI - CONST. 3" A.C. OVER 4" AB PAVEMEi4 259,607 SF 2�- CONST. 8" CURB W/24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303 /40 LF CONST. 6" CURB W/24" GUTTER PER CITY STD. 303 (SEE DETAIL ON SHEET NO. 1)/70 LF 4a- CONST. 4' WIDE SIDEWALK PER CITY OF RANCHO WILSON AVENUE CUCAMONGA STD. 310 & 311 49,724 SF G)_ CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 308 (INCLUDES MONOLITHIC Z > j CURB) /,444 SF W z > < Q 6O- CONST. HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. 310 26 EA HIGHLAND AVENUE Q07 -- CONST. DRIVEWAY APPROACH PER STD. 305 /53 EA 19TH ST. CREEK Y V gw PROJECT. �-- CONST. LOCAL DEPRESSION PER STD. NO. 518, DETAIL bd z CHANNEL M. HEREON /4 EA QO O9 — INSTALL STREET LIGHT 5800L 46 EA = a: /O INSTALL STREET NAME SIGN PER CITY OF RANCHO SO. PACIFIC RAILROAD CUCAMONGA STD. 401 & 402 /5EA BASELINE ROAD // INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA - STD. 402 /2 EA /2 INSTALL STOP AND STOP BAR 2 EA VICINITY MAP /3 ADJUST WATER VALVE COVER TO GRADE z8 EA N.T.S. /4 ADJUST MANHOLE TO GRADE 26EA SIDEWALK/ UTILITY NOTE' /6 REMOVE EXISTING BARRICADE 2 EA UTILITIES ( INCIL.UOINC� FMF_ H`f0RANT5 STEZr I.. G+-4TS, 5 /7 INSTALL BROOKS BOX NO. 2424 WITH PARKWAY GRATE /2 EA TR= SF-IGNS ANO MAIL... F30XF,5) SHA6_L Bk l_0CA-T'F.CD BF -H 1 Nt7 4' S I CJE.wA1..,K WNF N A03PGENT -'O CkYR8 G)_INSTALL 3" x 5" STEEL THRU GRAIN PIPE PER DETAIL SHT. 2 /Z EA /9 CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 309 (K&L PER PLAN) 2,179 SF .o�co,�.a.�-� wiry cirySro�r/c�vev 60� B TO C"✓S .Qii� X6.4. dL�-"OAS /✓iTisi �' G'TyOif/ 2/2 -/. Z OF /�E.?T.C//p..s,Pp LEO W �lEiii7� TO 3�3QQ7� �/.GT/lam •�f�l/G . �1LG .4/Yl�/1/O�1 i4�E �BETif��/�y�y z M/XE4 P,ebeTO B.�,f,F/GGc PRIVATE ENGINEER'S NOTICE TO CONTRACTOR QW fEBTIG/ZCT/OifIOF�QLG ��^�E�7'S �y,�G ,Cq� THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR T.YE,PEc4t>�YF�/OGTiv�t 0�,4�t/,��o�C��/� sp/GS STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF B1.P�Tf!/.P..f//,Sif/�d TO Ti�G��,�ly/�f/5�E_G"Tpe AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO d. :�1��ET7E ✓,f%4L� �`�oh�if�,�ET.S/� EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR G'E✓tljE,e OFT.s�ET,ZU�,C/�'G'G4��,e��,p�c/T�y��E IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE fG`E7-�.3% TO Tif/6�,4��OfC!/.PB, UNGES1pf�/�' UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE /VOTE. PLANS. cc uj ri. ,OLG S%eEEJ�%E�' .Q,p� .'3'U.G�/�G'T 7?�✓�E�7�Oi[/ .4w.O.OG'G'E�T�4�v�•EBYTis�O/TJ/,�/Eice ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON dcl) W OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC O IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND UTILITY CONTACT PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION R/W CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE RIOR TO EXCAVATION: NEGLIGENCE OF THE OWNER OR ENGINEER. 4 P.U.E. 5' 0.50' GENERAL TELEPHONE COMPANY: (800) 422-4132 80 SOUTH LOCUST, FOR UNDERGROUND P.O. BOX 2920 SERVICE POMONA, CALIFORNIA 91766 SOUTHERN CALIFORNIA EDISON: (714) 529-2070 2191 EAST BIRCH STREET (714) 529-2889 BREA, CALIFORNIA 92621 CUCAMONGA WATER DISTRICT: (714) 987-2591 41 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CALIFORNIA 91730 SOUTHERN CALIFORNIA.GAS COMPANY: (714) 529-2889 191 E. BIRCH STREET (714) 529-7070 BREA, CALIFORNIA 92621 ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS AREpETAIL O 6" CF & 24" GUTTER TYPICAL SECTION PACIFIC TELEPHONE: (714) 999-5639 REMOVED AND REPLACED TO THE $ATISFACTION OF THE CITY ENGINEER. METROPOLITIAN WATER DISTRICT: (714) 593-7474 Q (NO SCALD (NO SCALE) P.O. BOX 54153 ST•��T T��' Com' ` sr,�EET T,�E�s,�,g STREET TREE CaIJSTR n0M NOTES UEREDU -1-' I :5 LOS ANGELES, CALIFORNIA 90054 x /Qoeo�25. ceee�yva�� x Z❑.B,ea-c>lm,ezr_l,a�o e 4V e�W. v 9��e6, <� � --�� ,P %�E� fi e WILLIAM LYON ? X.3� !-,.��f- %POiYI/.Q /it/O�-4 ly,�i4i2` / /i��TGE f�i e5<- x ® T4 A`L �oTs: /O//B/fig LYON 6540 ARCHIBALD 2UtTE ! - ��l//�l�-� �`��-Q�/� � ��-E��z �B �� RANCHO CUCAMONGA, CALIFORNIA 91730 240-5200 N (4t)-- CONST 4' WIDE SIDEWALK PER CITY OF RANCHO 3x5' STEEL OVER DRAINCUCAMONGA I_ STD. 310 � 311 A THRUCONST. ORNN 2' (MIN.jINSTALL 2.8.00' DRIVEWAY APPROACH PER STD. 305 STREET LIGHT 5800L 34.22' © = 38.00' 131 .32' KFA %5* STEES" 3^ 18 c 00' 00" 100.00' 31.42' 15.84' O 13' 00' 5Co" 232.00• 52.10' RAINB1�2" O 'LI' 00' 00" 250.00' 9l. l03' 4•G.33' F 15° 42` 3PI" , I I' INSTALL STOP SIGN PER CITY OF RANCHO SECTION A -A 1 ' 09' 28" 10115-001 CUGAMONGP. STD. HH 12 INSTALL STOP AND STOP BAR I PROFILE CURB CONDITION 9.92' O to 09' le)" 11000-001 4' SIDEWALK O143r■ -- ADJUST MANHOLE TO GRADE I 5' STEEL T14RU R STD. 310 PE pRAINI f Ilro REMOVE EXIST BA.RRICAOE 1N 8a— CONST. LOCAL DEPRESS/ON PER STD. Ab. 5/8, & OLETA/L HEREON 4" W SIDEW MA CONDITION (PROFILE) CURVE DATA NO. O R I_ T A 15' 23' 33" 2.8.00' -11,00' 34.22' © 198' 00' 00" 38.00' 131 .32' G 18 c 00' 00" 100.00' 31.42' 15.84' O 13' 00' 5Co" 232.00• 52.10' 2Co.442' O 'LI' 00' 00" 250.00' 9l. l03' 4•G.33' F 15° 42` 3PI" 535.34' 14.19' O 1 ' 09' 28" 10115-001 20.5-1' HH 10 09' 18" 982.00' 19.84' 9.92' O to 09' le)" 11000-001 20 , 21 ' 10-10 F� 416.19 fc. ' 0---45�1 6'C.F 13,69 CITY OF RANCHO CUCAMONGA X14 1g �� `9 /ONC.F 413.35 722.92O.C. STREET IMPROVEMENT PLAN FOR - / - - 7 /0"Cir 33sT� PARMA PLACE $ CASTELLO PLACE f 4i a N TRACT NO. 13442 APPROVED BY' DATE: .GOO p,P//�G1•Y,QYSTAT/o�/S' iYiti✓ ��Of-��O L.0 DETAIL © Y✓/DTif�S(w .es �ff�Yri�Vo�v�,.df/J,�'TeEET re��s /�,� eorwa�.o oma✓ G,Bxi,� DESCRIPTION OF REVISION CITY ENGINEER DESIGN M�MOO S CONSUL TYNG CROUP MK µR .LOXdCA M AACIOTEMW 4860 IRVINE BOULEVARD, SUITE '201 DRAWN IRVINE, CALIFORNIA 92720.1999 7y,-�d- 1-14-pay 730.7117 LQ F CHECKED DATE CITY APPROVED GB DATE No. 20596 ►+s %3oas FILE NO RCE MD. 22397 RECOMME f SHEET Z OF I Z DRAWING NO. JIg4' JOB NO. 240-5200 Al Coo T� O /0 C01V5rRUCTI0N NOTES / COA15TRUCT 3"A.0 OYER 4" A9 PAVEMENT �— CONSTRUCT 6" CURB ''/24" GUTTER AfR CITY STD- 303 (JE6 DETAIL ON JHEEr AV 4 CONSTRUCT 4' /VIDE 6/9Ey1,4GK PER C/TY O/: RANChO CUCAMO/l/6A 570..110 & 3I/. GOA15TRl1CT G' W10E CONC. CROS5 GUTTER PER C/r),' OF RANCHO CUCANI0N64 STD. 306 (/NCLUDES MOA/OG/TiN/C C[/P�>. (o CONSTRUCT HANDICAPPED RAMP PER C/Ty Of RAA1eA l0 CUCAMOAldA .STD. 3/40. 7�— CONSTRUCT oRIYE`VAY APPROACH oeR STD. 305. 9 /NSTA[.L STREET G/GHT 58ae�. IO /N9TAG[. 6TQEE7' NAME 616V PLR C17 -Y' OF RAVgrA1V C4lCAA-"A16A BTD. 40/ 40 402. /3 A0✓415 r `VATEA2 11,41- VE COYER TO 5R4Z;e 8--AD1146/ST MAA/HOGE TO GRADE _1 Ili s� SOUR T ET A/0. /O LOMELLO WAY ZN —3EE z/ - / "v,e GE4Ei[/O N II m N 3 �S > o Zk nt3t Q .f A, P N 9 42 � � c !o `0 �, y L IA t 4- R i 3 n 8 \� Ab PPRgNL� N g�G PLAN SCALE 1'-40' A TOTAL CURVE DATA NO. a R L T AO /9'06'OQ" .362.Gl�' 127.30 0426' © 93'56'52" 27,nO' 44.29' 2x._94' CO 93 °50 Od" 27.GV' 44.22' 28.87' OD /5'50'00~ lo1e2,60' 16294' 92.06" O 2rv'S5'OO" 40,0.00' /67.9/' 95.72' Q /5060'Oo- G4!50.00' /67.91' 94. ✓2' 6O .96145'00" 27.00' 4G✓3' 31.47' O /04&°20'28" 97M' 51.05' 37.40' I /41591m" 416.00' 124.02' 6 2.47 OJ 6iG*49'30" 2700' 40.92' 2554' O B6°/o'Qo" 27.00' 4o -ret' 26.25, 27.00' 40.93' 25.510' © 66'2a'29* 2700" 40.73' 25.57' N O° 55' 05" 400.00 &.41 ' 3.20' Q 30 O4' 40" 0 !080.00 3-7.32. i8.4p(o CITY OF RANCHO CUCAMONGA t{`, p STREET IMPROVEMENT PLAN FOR R0A sORRE10.S LOMELLO WAY SEES FROM ANI -IU COUNT TO PARMA PLACE TRACT NO. 13442 JOB NO. 240-5200 I APPROVED 8Y: DATE' a _ CITY ENGINEER RC.E NO. 22397 DESIGNC /MORSE CONSUL77NC CROUP �fESSI� .� �. 0LAP03CAM NqY M E EO ,�j �j o r MK OQR 4860 IRVINE BOULEVARD, SUITE 0201 �Q'� ��C. 'y0 `^y DRAWN SHE4ET IRVINE, CALIFORNIA 92720.1999 -0 Iso -7117 & y ,aAo /O///�B8 ZZM No. �6'" A * E`D ¢�$9 * Z ✓ ,2 li✓s.4S S.f�O� bst/Oit/�Z .Qin/J� STeEET T.�EE.S FO.� 1-4 a 9 ' OF Adr4, .o GL-✓. �i es�� /l ism,,. _ si _ clvl _d.� JOB NO. 240-5200 I CONTTRUMON AMM r /O-- CONST. 3" A.C. OI/ER 4" AB PAVEMENT Q 7 3a- CONST. 6" CURB W124"0077ER PER C/TY STD. 303 / 9 7 1%.3Q �Po 7 PCO Na 1 4t vop SE ' SEE D,ETA/L ON .Sf•/EET NO. /) � W O Q/ Q 4a- CONST. 4' WOE SIDEWALK PER CITY Of RANCHO CUCAMONGA �- 7 Q W V� j 3 ? ` .{ STD. 3/0 f 3// 2 k \ t \ '#�- j ` 3 7 �,� \ \` d JJP 6 CONST. HANDICAPPED RAMP PER C/TY OF RANCIiO CUICAMONGA �' o 7 �. 1 -1 -1 o Q �. 4d.6 7 STD. 3/O V 3 J W 7 CONST. OR/VEMAY APPROACH fR STD. 305 � �` b+ o �''�r _ 8 a/ W 0 �i ' J9 7 c� w \ b 9 INSTALL STREET LIGHT 5800L / � d2 e3 � a - /O INSTALL STREET NAME S/GN PER C/TY OF RANCHO CUCAMON64 q A H N 57D. 40/ f 402 "'�� •.. 6/ 511 /* /3 ADJUST WATER YALVE COVER 70 GRAPE �ir 9. kl ADJUST MANHOLE 70 GRADEGMTa21 i� '"D 9 1� h • • . 25 aZ6•�F 6' CF IN 3 �! G �� 8p /3 P /0 A. e cF i e fCiQo, c3o I 01.00M ' IIIN� PANDINO I Art 'HEFT COURT d.bull 48 -96 v V) N h�1 0.67 `� N p �' Avg, `� 135 31.99 X511 Q' bid ;of/ -"A Iq h. An, 9 x.28'?T.00' C ��' kcz . I5' B 4 3 1 12.00' 9 ci 56,11 % `\ 64.12' 3.00 55 �� + Is \:, �rf� �• . tF Q co 3N 75#1 /4 di 9 LG. �G ti4� tkti �b _�` 13 3 ti1a N 50.69' X 24. 34.4 ,P�' .� g 5` K M j �, y .� N 4 a 4 .3 R v Pc gGR`� t _ � 1�1• � BCR � � , o �. 2/ NN \ 6G ` 0 �� W r 412 23' , 1 18 Pt'aCE �'QIP Z CASs EEt Ho. 2 `\ �Q NO.I SEE s SE LOMELLO WAY * TOTAL CURVE DATA N0. 0 R L T AO /5°50'00" 662.00' /82.94' 92.06' © /2' /0'00" 662.00' /40.57' 70.55' © 2035'38" 302.00' /08.55' 54.87' D /5' 50'00" 680.00' /67.9/' 94.56' /2' /0'00" 680.00' /44.40' 72.47' F 23' 35'00" 320.00' /3/. 7/' 66.80' G 2'45'50" 698.00' 33.67' /6.84' H 8/' 58'52" Z7.00' 38.63' 23.46' O 9/' 40'00" 27.00' 43.20' 27.80' J 82'03'33" 27.00' 38.67' 23.50' K 940/6'07' 27.00' 44.42' 29.09' L 60 07'03" 698.00' 74.53' 37.30' M1 75'5408" 27.00' 35.77' 2/.06' N /06038'23" 27.00' 50.25' 36.25' 0 / 7' 40'160 338.00' /04.25' 52.54' P 3' 04'59" 680.01 36.59' /8.30' Q 2' 19'59w 640.010' 27.69' 1.3.85' CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR LOMELLO WAY STATION 9*00.00 TO 15+48.93 FROM PAIQD1NO CT TO LANDRIANO PL. TRACT NO. 13442 APPROVED BY: DATE: CITY ENGINEER �f RC.E N0 22397 DESIGN R COMMl: D /�1tfORSE CONSUL77NG CROUP O4Essip MK 4860 IRVINE BOULEVARD, SUITE *201 IRVINE, LIFORNIA92720-1999 h SHEET DRAWN 730.7117 ©QvoT¢ Oe/v�fvey.sT,sT/O �✓iT�f'�,eo�os�o /ti/� �S�✓- l!✓tAS Sr��iVOi✓�ll�l/),✓�T.��T //g/Bc�1 MMS �c fay.¢�oa9 40 OF TXllgs:-S I -el -4c, j-'4419 _444 CHECKED �gIfOFCA��EO \! DRAWING N0. DESCRIPTION OF REVISION DATE CITY I APPROVED GB DATE FILE NO + �� JOB NO. 240-5200 i 0 f10 H 2 Z W k N LOCAL DEPRESS/ON DETAIL U ho V CONSTRUCT/ON NOTES &—e'0A1S7,?e1C7-,Y',4C O{lER 4"AB RAvEMENT CONSTiPUCT 6 "fURB wl24"6C/TTER PE.P C/TY STD. 303( -SEE OET.4/L ON SHIT NO• J 4� CONS Tfe1C74 'W/DE 570EWAZ K P" C/TY STD. 3/0 e 37/ 19 CONSTiQUCT 6' W/OE CONC. CROSS 6U7'7ER PER C/TY STD. 309 (3Y 8. L AS SHOWN) 00— CONSTRUCT HAND/CAPPED RAMP PER C/T Y STD. 3/0 ,— CONSTRUCT ,0R1l1FjW.4Y 4RRR0,4C11 PEiP CITY STD. 305 INSTAL L 57,fEET l /Gf/T "00L a --INSTAL L STREET NAME S/ON PER 4r/TY STD. 40/ je402 1.3 ADJUST WATER 04L VE COYER TO ORADE 14 ADJUST N.4NH01 E TO GRADE &--CONST. LOCAL DIERRESS/ON PER STD. MV. 5/8, & DETAIL HEREON LOMELLO WAY SEE' Stir �lO. 3 SsFFRNO /F`r�'T �Yp 4CE c., �B • 23 • w c AL D—SEE /22 �r TOTAL CUPVC DATA NO. d R L T 0/0,00,00" 38.00'-- 6 /6100' 00" //2.00 2.9.32' 14.75' CO 3' 28' 3.3" 268.60• 44.32' 22.2/' 0 d/'/3'34" 2700" .�28• 2.x•15' E 8 "423'--1 --3 26e.00, 40.8/ • 20.45 F 35'4560" 260.00' /55.99" x.68 O 35'45 00" 232.04 /44.76' 74.62' OH /8'/5'00" 250.00' 79.(63' 40.15' CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR SORRENTO ROAD FROM W 'LY OF LOMELLO 'M MARCELLO WAY TRACT NO. 13442 APPROVED BY: DATE: 3 /� CITY ENGINEER — RC.E. NO. 22397 DESIGN REC M EpDED //��,,MORSE CONSVLTfNC GROUP �o g.w.c. awcoL4,VW+f A*OF' c"" oQROfESSlpyq! f MK 4860 IRVINE BOULEVARD, SUITE 0201 ti��v C. 410��yc IRVINE, CALIFORNIA 92720-1999 =� �'�, S HE E T DRAWN 14)730.7111 N0. M% 0 ,4vo �'T�E�j T.eEE w=oe 8.aywc�v �o/�/� Ria Ar 'I' _ EW �� * —j5—OF /2 CHECKED ��iG� elf OIVIL Qa\p DRAWING N0. DESCRIPTION OF REVISION DATE CITY / / 9�' APPROVED GB DATE E FILE NO r JOB NO. 240-5200 1w-5 . A., —• 1�n •� r� V\� N/•J/?� �, „��i.�i`y ��-. -v . \\ `�, \; yy- wr-O�v % FG �.-`.h•\ p'vQ'\M,'-9 f Q ti Rti i�' a L.D. DETA /L -r L.D. DETAIL N�wl P 1 Its t p`v° X21 aI 91rw �GQ�` h� �` 1 • V' �, V �ry r .` 1t sz \— SIV ot r\ roti ��o �P hV�\ toy pf• X09/ 13 � ��G �-- .,� tiw V — etih A+. ♦\ RAS' S4 AS 8 "- � L.D. DETAIL c • 10 /- NO. 4a l< v L T v 209'92Im" 36.00' !,36.97 ptih © //'06'40" //2.00' 21.72' 1.0-e9' CU O'S9'17" t9 Nct V ai l08'35'Gb" 222.00' 066.:24 151.39' �f 'Q i6 2&2.010' 00 27.24' 600.60' � 1pOA 1\ I 91 Ito �i /Q O.C. OC. Al 1• CU,PVE DATA NO. 4a R L T AO 209'92Im" 36.00' !,36.97 - © //'06'40" //2.00' 21.72' 1.0-e9' CU O'S9'17" G/e•oo' /O -G6' 5.33 OD l08'35'Gb" 222.00' 066.:24 151.39' �f 'Q ao 2&2.010' 54.28' 27.24' 600.60' 95.99 ' 46. /O ' GO l06'33'G0" 240.00' 2e72e' I43.G7' O /6'/5'CW 2e0.Gh' 7041' 39.97' / /9'251/5" //2.Gb' 379(0' 19.17' ✓ e9'o5'Gw" 27Gb' 4!.98' 26.57' 614 43'59" 2700' 3J- 93' 24423' O 62'23 59' 25e.no' 280. M /2'S�i' 35" 296.Ob' 107.32' 33.60' ��, �� /��4 �'i� �Ll P� �� . ��I � � -29.88' �. �♦♦ � � ',� 6 4�'7 /3 ,!0 1ZG �� , �; �` 4� �� ,?¢ !?S . v► � 4Z� 1` 426.32 CO/VeTRUCr10A1 Aloree 6'cf �. \ / 05, CONSTRC.C'T 3"A.C. OYER 4"' A8 PAVEMENT � O '' g� � � • Z ¢ � a-- C0N5TRUCT• 0" CURB 14II W `6077r&P AeR .?TD. J09 (SCC DCTA/L 4a- coA/srpucT 4' /tom/DE $lOCw.4L,t' /:eriP CITY Of RA/1/CH1J CGvA.ti10N6A 5T0. 3/O fo3//. �t �G 6"cF Q35.8 p �,ool13 55� O5 --- OPA/.O O �+Y �J CITY OF RANCHO CUCAMONGA CONSTRUCT G'w1,of trzomc CR053 GUTTE CUCAMON6A 670 .3<". (INCGl-loee MONO -/Tyle C!/RB>34 , p ti0 0.3$, 8 6 NST�QUCT HAND/CAPPED RAMP PSR C/Ty Of R4NCf� e4eX4-V/✓!3A y'TD. 310 rt- STREET IMPROVEMENT PLAN FOR CO pGF 29.5 g • • •0 �} 77 --- CON5TRUC7' ORIVeX14Y APPAPVACN PCR JTO. ,305• �Q �+A 'F 3, ys N aO 6 �O N �Q a-- CONSTRUCT LOCAL Oe OREeS/ON PGR STD. 616, 9 PER DETAIL HEREON �/�/� dj 6 ? 0 9 ` _ / ` ..-.0 g1` '$ c, 7- $ MARC ELL 0 WAY /NSTALL STREET Ll6HT 5eG�G. �`��D �� s• ��,� Q, N © L �� ag' !O-"'f/N9TAGL STREET NAME O/6N PEQ CITY OF RANCht7 CC/CAMO�S/6A JTD. 40/ .�02. i �0 �` Sg - X Q �'- SEE S/Y�-�T /l/O / fO.� ✓�T,�GrEi 7��E p /! /NSTALL JTOp 6Pl6N PER CITY OF RANC1140 CZ104"4ON6A JTD. 402 S'4O 3 q,91' �2 /NSTALL STOP AND STOP BAP. 13 55. 2' � �' 1 4 !a� AD JZ1 T A1,47ER YAL VE CO!/ER TO GRADE. Q Y h �— Av,1416T MANHOLE TO GRADe. /6 REMOVE E,Y/5T/N6 BARR /CADG. y� h \ /7 IAISTALL BROOiY5 BO.Y NO. 224 WITH PA�PlIl� W SPATE 9S 8; h /B �-- /NSTALL 3"x5'STEEL THRU DRAINPIPE PER DETAIL GW SHT. 2 �f 'Q ao CONST. 8' CURB N/24' GUTTER PER Cl7YOFRANCHO CUCAMONGA STD. 303 MARCELLO WAY TRACT NO. 13442 APPROVED BY: DATE: /—Pt/k8' Z CITY ENGINEER RC.E NO. 22397 DESIGN R�CQMEpDED N`MORSE CONSUL77NC CROUP IW 4,E LARD rAMAXOrrOMM QROFESSIpyq� r MK 4860 IRVINE BOULEVARD, SUITE '201 C. MO��yc IRVINE, CALIFORNIA 92720.1999 /' 2 DRAWN (7 730-7117 T0595 SHEET No.,OO.o ST,BEET Ti�E-ES' F+�,e O/iPI�Bg LTM Jc Em SIM * �/ OF /Z Q,4y/yGt�l� OEY.Civi if p�DRAWING N0. p� DESCRIPTION OF REVISION DATE CITY CHECKED J I Q� APPROVED GB DATE EWLNILE NO / I JOB NO. 240-5200 CONSMIMON NOTES /�- CONST. 3" A.C. OVER 4'.4B PAVEMENT 3a CONST. 6" CURB w124 "GUTTER PER CITY STD. 303 CSEE 467A/L ON SHEET NO. /) �— CONST. 4' WIDE S/DEWAL K PER C/7Y OF RANCHO CVCAMONOA STD. 3/0 � 3// /9 CONST. 6' NIVE COW CROSS GUTTER PER C17Y OF RANCHO CUCAMONGA STD. 309 (K 6. L, AS 3/1OWN) 6�- CONST. NAND/CAPPED RAMP PER C/TY OF RANCHO CUCAMONGA STD. 3/0 77 CZONST. AR/YEWAY APPROACH PER STD. 3105 o-- CONST. L OCAL 0EPRE55 /ON PER STD. NO. 5/8 & DETA/L 9O -INSTALL STREET 1-/6f/T 5800E \\ /3 ADJUST WATE.,P 114L YE COvl-,P TO A, LOT GRATE' �A 4D/4 AD.JU,5T MANHOLE TD GRATE �. �Q�N 09'20'53-&(R)jt C.B C Ni W=/0.00' n QRZ e� e to L.D. DETAIL IrAv .111". o1 Q-,5EE' .S.lEET 4/O / �,e L01KE LO IVAY b-l� 14� NO4 * TOTAL CURYE DATA NO 411 R L T O 210-00100" ,38.00' /39.28' © /5000'00' //2.00' 29.32' /475' C 7'40'00" 762.00' /04.64' 52.40' v 7"40'00' 800.00' /07.05' 53.60' OE 7°40'00" 8/8.00' /09.46' 54.8/' F 7-16'4C, " /538.00' /95.40' 97.83' 28°35'00" /520.00' 758.29' 387.21' H /4056'02" /502.00 391.49' /96.66' O 86-06'28- 27.00' 40.58' 25.23' OJ 91019'410' 27.00' 43.04' 27.63' FT. 8055,001, Iszo-A 23!..55 1 1/9-51 CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR LANQRIANO PLACE FROM 440 SLY OF L.OMELLO WAY TO 65 N LY OF LOWELLO WAY TRACT NO. 13442 APPROVED BY: DATE: 3 /d CITY ENGINEER DESIGN MORSE CONSULTING GROUP MIC ti w.G. *LAmXAE 4860 IRVINE BOULEVARD SUITE •201 RC.E NO. 22397 Fk�O —MM ENp IRVINF. CALIFORNIA 92720-1999 ; hSHEET DRAWN 4)730.7117 " r^ ,aoo ¢ oei��s�- sr,Qr�o,> s w�r�'�o�asEw�or�s' Q MMS CHECKED DESCRIPTION OF REVISION DATE CITY 1 21?4 APPROVED G8 DATE - No. 20596 '° E 7 OF 11 �cEm suras .!?qr CIVI�� fOFCA1�E� DRAWING NO FILE NO JOB NO. 240-5200 COL ORtV �, O DRIVE e MARCELLO WAY FA 1� / b SEF S/i�T �� 4 SEE SHT. NO. 6' G� 3 /.�0 A'0 9 a� E• N �, 4 (' M W o g aD L.D. DETAIL v � $ o W v s; z3 � � , g 15' 1 /4' 1 6 L.. D. DETA/L CONSTRUCTION NOTES }-CONSTRUCT 3':4C Ael-W 4-vAS PAVEMENT - CONSTRUCT 6 ""CURB WIZ4'" 6077 -ER PER C/TY STD. 303 eSEE DETA/L ON SNT. NO. �--CONSTRUCT 4' W/OE S/OeW,4LK PER 4•1TY ST0.3/O�3// - CONSTRUCT 6 ' W/DE CONC. C.POSS GUTTER PER C1TY STD. 309 (X 3L AS SHOWN) }--CONSTRUCT H•4N0/CAPPED �PAMP PER C/TY STD- 3/0 -CONSTRUCT D,p/11,c- - 4Y APPROACH PER C/T Y S70. 305 }--INSTALL STREET L/GHT 5800L INSTALL STREET NAME S/6N PER C/T Y STD. 40I 4' 402 �---ADJUST WATER YAL {/E C011ER TO 6,PADE AO✓UST MANHOLE TO GRADE }- CONST. LOCAL DIEPRESS/ON PER STLt N0.5/B, E DETAIL HEREON INSTALL BROOKS BOX NO, 2424 W/TH PARKWAY GRATE }- INSTALL 3'Y-5* STEEL -n4F?U DRAIN P1 PE PER DETAIL S14T" 2- - INSTALL STOP S/GN pER Cl 7-y OF RANCf� CUCAMONGA STD. 402 �8W Ov h� a �` 1 '� �' 8% 9 - ti G ECR 4 - /p .P 313 ` - O '� ,20' D , . V, 8 8 IDP GAA - c4- I 6 0 v', �tZ' s9 43 0 4 �99't•9 - � l9 k�}y F� L F 6 ,L '15 � .4 q 8 ,,L 2 V N N /- I Z 61 / �� 16 O 3 A 9 6 0> R^ O N 11 X71. ;� /3 14,� 6 ��a� /3 c ` q7 V/ k3'G ��ti6 ; G4 0 fly P y. 1 Q 9\0 9 SEE GRADING LAND- �p Amo pti ; 210 G P /3 'o - - - -CRO ►�✓N _ _ e �: %'V, SOAPING PI -At -45 FO R Q Z� F �' zs,90 G o qz N�. LOT A 1 NTE R 10 R WALK _ I I I ati 6 Q 1 ►I� - - , 86' 6 >c .00 l9 .0 g k36C 0900 O Eo ti ; GFS Q3 3'1. 4 3 ✓ h �h C14 9 x, 00 ' f 9 1 b r 4 �f, �` h 3 14JE M= gCR 6 3.-l�t h N 10 .09' 17 '��. b V N N lr 46 23; 113 w W v a �cL �V \ /8 Z o „11 n 1 ^ ±, 23 �h y, •� Q V c' F .� �U �, I li �' `, y�--� 152 Z►2 O Q. Q 4-5!67 Q ti t ry 9 1 �` 152 Q/.4-/ o �011Z LANDRiANO PLACE 9 8 Q- ,SEE ✓�Y��T' NO / F�.e ✓7eEE7- * TOTAL C(1RYE DATA NO. I� R [ T Z o 15' 1 /4' 1 6 L.. D. DETA/L CONSTRUCTION NOTES }-CONSTRUCT 3':4C Ael-W 4-vAS PAVEMENT - CONSTRUCT 6 ""CURB WIZ4'" 6077 -ER PER C/TY STD. 303 eSEE DETA/L ON SNT. NO. �--CONSTRUCT 4' W/OE S/OeW,4LK PER 4•1TY ST0.3/O�3// - CONSTRUCT 6 ' W/DE CONC. C.POSS GUTTER PER C1TY STD. 309 (X 3L AS SHOWN) }--CONSTRUCT H•4N0/CAPPED �PAMP PER C/TY STD- 3/0 -CONSTRUCT D,p/11,c- - 4Y APPROACH PER C/T Y S70. 305 }--INSTALL STREET L/GHT 5800L INSTALL STREET NAME S/6N PER C/T Y STD. 40I 4' 402 �---ADJUST WATER YAL {/E C011ER TO 6,PADE AO✓UST MANHOLE TO GRADE }- CONST. LOCAL DIEPRESS/ON PER STLt N0.5/B, E DETAIL HEREON INSTALL BROOKS BOX NO, 2424 W/TH PARKWAY GRATE }- INSTALL 3'Y-5* STEEL -n4F?U DRAIN P1 PE PER DETAIL S14T" 2- - INSTALL STOP S/GN pER Cl 7-y OF RANCf� CUCAMONGA STD. 402 �8W Ov h� a �` 1 '� �' 8% 9 - ti G ECR 4 - /p .P 313 ` - O '� ,20' D , . V, 8 8 IDP GAA - c4- I 6 0 v', �tZ' s9 43 0 4 �99't•9 - � l9 k�}y F� L F 6 ,L '15 � .4 q 8 ,,L 2 V N N /- I Z 61 / �� 16 O 3 A 9 6 0> R^ O N 11 X71. ;� /3 14,� 6 ��a� /3 c ` q7 V/ k3'G ��ti6 ; G4 0 fly P y. 1 Q 9\0 9 SEE GRADING LAND- �p Amo pti ; 210 G P /3 'o - - - -CRO ►�✓N _ _ e �: %'V, SOAPING PI -At -45 FO R Q Z� F �' zs,90 G o qz N�. LOT A 1 NTE R 10 R WALK _ I I I ati 6 Q 1 ►I� - - , 86' 6 >c .00 l9 .0 g k36C 0900 O Eo ti ; GFS Q3 3'1. 4 3 ✓ h �h C14 9 x, 00 ' f 9 1 b r 4 �f, �` h 3 14JE M= gCR 6 3.-l�t h N 10 .09' 17 '��. b V N N lr 46 23; 113 w W v a �cL �V \ /8 Z o „11 n 1 ^ ±, 23 �h y, •� Q V c' F .� �U �, I li �' `, y�--� 152 Z►2 O Q. Q 4-5!67 Q ti t ry 9 1 �` 152 Q/.4-/ o �011Z LANDRiANO PLACE 9 8 Q- ,SEE ✓�Y��T' NO / F�.e ✓7eEE7- * TOTAL C(1RYE DATA NO. a R [ T A� 04F °26 47 " /538.00 //9.36 59.7/ © 85 033'03 " 27.00 40.3/ 2498 © 92'/3"/7" 27.00 43.46 28.07 D 04°49'32" /53800 /29.53 6480 E 830 39'03" 27.00 39.42 24-16 F 93 0 02X34 " 2700 4385 28.47 G 00°49'20 /.538.00 22.07 1/,04 HO /6' °4/ 46 " /00.00 E914 /4.67 198'900 00 " 38.00 /3/.32 - /0 ° 0.9,/o •" /50200 266. /-5 133.45 OK 92 0/S '.SO 27.00 4348 Z8.09 L 9/ 013 '4-8 "" Z700 4299 2759 MO /4 ° 56 02 /50200 39/.49 /96.86 N 28035 00 " /SPO, 00 7.58.29 387. ZI 0 20047'41 " 30703 11143 56,34 P 8°00'00" /520.00 2/2.23 /06.29 OQ 3055'0/" /520.00 /03.9/ 5/.98 CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR LANDRIANO PLACE TRACT NO. 13442 /,� 000oeir�wes�srAriovs w�rv�,��rseo ��oras Q 0yr,4s SHO/��it/OidPl.Oii/J .�TP�ETTi�6�S fs7.� ��8�� Bas o oE� �,eov� 1-9 -8q DESCRIPTION OF REVISION DATE CITY APPROVED APPROVED BY: DATE: 4-/o CITY ENGINEER RC.E NO. 22397 DESIGN MK MORSE CONSUL77NC GROUP /11�r,r,,.e.c.ovv�enc.,w�. mr.ffAw"rznm �QR04ESSIONq� 4860 IRVINE BOULEVARD, SUITE 0201 IRVINE, CALIFORNIA 92720.1999 y m ?14)730.7117 & No 2M% 6W �( X30$4 ,r} c►vl �a OFCAUF� DATE FILE NO R C ENkj� D DRAWN _ A.F SHEET Q j V OF /Z DRAWING N0. 94 CHECKED GB JOB NO. 240-5200 SEE GRADING i LANDSCAPING PLANS FOR INTERIOR WALK LOT A' II I �'.Q' I �� j II i� 'ro •f8 tB.C. /32 i rFk 40. �M '-y 17 �"b l�� 104 17.10' 3 4 `U E � W 1 cod 4o p r° N. g � � .r► 49. Q cc Ai O CONSTRU ioN MnTEs � COLORNO COURT a— CONST. 3"A.C. OVER 4' JID PAVEMENT' b �-- CONST. 6" CURB w124" GUTTER PER C/Tr 5w. 303 rmE DEYA/L ON SHEET N0. /) �— CONST. W NIVE SIDEWALK PER C17Y 6V RANCf/O a CAMONCA STD. 3/0 0 3// CONST. HAND/CAPPED RAMP AIR C/7Y OFRANchv CYX,AMONOA S7D. 3/0 7�— CONST. PR/YEW4r APPROACH PER 9T0. 305 9�- INSTALL 57RECT LIGHT 5BOOL a-- INSTALL STREET NAME S/GN PER C/7Y Of RAACHO Cl/C'AMOAVA STD. 40/ f 402 /3 ADJUST WATER MILVE COYER M GRADE �-- ADJUST MANHOLE M GRADE @7:71N57,4ZZ &R00 i'5 BO.Y NO. 2424 AV/7H PAS h)V,4Y GRATE /e INSTALL 3" X 5" STEEL. THRU DRAIN PIPE PER DETAIL SHT. 2. 142- M3 CURB O i g 11 N h, 111 3� ©�,.� W e II Tg.59 a5 /z'F PSS 4 9 3 CURB X. - n �� b'� 9� % w=5 \ /a U 56.01 7 S WA 13T, \� ►�y ,�, yg. -pa- �' /11 fib 3tR9.o0 INT. COLORNO DRIVE IDENTICAL Pb/NTS Ub JA/ 7 4L Q--- 1 9-55.82 LANDRIANO PLACE 16.93 34. � 1.64' X- � r.r. 1.3 7. -q 6.56' 9 0 4 '�'�� II .5A' Z, � /52 01, r i •t , COLORNO DRIVE CURVE DATA NO. Zs R L T AO 77°40'00" 27.00' 36.60' 2/.73' © /000000" /0200' /7.80' 8.9Z' C 97'40'00" 58.00' 98.87' 66.33' 0 77'40'00" 45.00' 6/.00' 36.22' OE l5' 00'00" //2.00' 29.32' /4.75' f 2/O° 00'00 38.00' /39.28" CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR COLORNO COURT & COLORNO DRIVE TRACT NO. 13442 0 If APPROVED BY: DATE: 3 m CITY ENGINEER RC.E N0. 22397 DESIGN R C M EDEO MrMORSE CONSUL77NG GROUP �fESS10, MK µ► , , ve c . CONS ewP40SCwr AACPffnM rU c Q� r C. Na 1 48601RVINE BOULEVARD SUITE'201 M !may r"m JOB NO. 240-5200 DRAWN MMS IRVINE, CALIFORNIA 92720.1999 y r7 730.7117 " r^ N°- '26 �c Fao a3oas \* slgTfOFCAUF DATE FILE NO SHEET 9 OF /Z IQ l/y%ss ��iy�vovfa�vJ .�ij;CG�T7. dGOYw �Ev �,�Od� �t1//�B9 - _9� DRAWING N0. CHECKED GB DESCRIPTION OF REVISION DATE CITYG% APPROVED JOB NO. 240-5200 PM V AOT A . �\ •-fS7 \ '� 567 SEE GRADIN4 � LANDSCAPIN4 PLANS FOR INTERIOR WALK ANZIO COURT �Z CONSTRUCTION NOTES /�- CONST. 3" A.C. OVER 4'AB RA145MENT CONST. 6" CURB #124" !/UTTER PER CITY STO. 303 (SEE DETAIL ON SHEET hV / ) CONST. 4' WIDE SIDEWALK PER C/TY OIF RANChV CXAMONGA .STD. 310 9 311 7a- CONST. AR/YEWAr APPROACH PER STD. 305 9a INSTALL STREET L/GNT 58ML /O INSTALL STREET NAME S/6N PER C/Tr Of RANCHO CUCAMOArSA STD. 404e02 /3 AD✓UST WATER VALVE COVER 70 GRADE �- AD✓UST MANHOLE TO GRADE B&CONST. LOCAL DEPRESS/ON PFR STD. NO. 518, SEE DETAIL HeRE'ON. /7 INSTALL BROOM'S BO.r NO.2¢2Q W/Tib PAR/IWAY GRATE /B 1NS7ALL 3" x 5" STEEL T14RU DRAIN PIPE PER DETAIL SHT. Z. ©(nv ) El 70 aw 13 10'�F JI !O CF Co "CF �G L.D. DETAIL so 4%10)v I 4'3`3 4 /N` GR.4T.- / 9 C.B. Y SEE GRAD/NGS LANDXA PIN PLANS fOR ' LoT INTER/OR N41- P GRATE r 434 ° �' 433.4 /N✓ aA� Arm LOMELLO WAY 60 SEE S11'EE7'VO 3 S , o. II .... 3 gti o , II -3-,,0700 LOMEL LO Wr. K s� e� .. .1,. • � tom\ J' �� c1� h 46 Z 23'_1_23' FANO COURT 0 WR MF DATA NO 1 6 R L T A 204' 24'19' 38.00' /35.57' 0 .9' 24'/9" //2.00' 18.39' 9.2/ ' © 89',29'12" 58.00' 90.59' 57.48' 0 /0000,000 /02.00' /7.80' 8.92' E 72' 05'00" 45.03' 56.65' 32.77' F /3' 34'03" 1/2.00' 26.52' /3.32' © 73030'57" 27.00' 34.64' 20./7' OH 210'00100" 38.00' 139.28' I 83'45'00" 27.00' 39.47' 24.20' UJ /5'00'00" 27.00' 7.07' 3.55' K /5000'00" 2700' 7.07' 3.55' L 93"20'280 2700'1 43.99 " 28.62' M 7'24'/2" 112.00' 14.47 7.25' CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR ANZIO COURT $ FANO COURT TRACT NO. 13442 APPROVED BY: DATE: CITY ENGINEERR.C.E.NO. 22-397 DESIGN 1pQ aQRO,yq� R t►f. hl E vf.ONE CONSULTYNC CROUP OESSI 0LAA09 APE MO.,L7fW /{l1i 4860 IRVINE BOULEVARD SUITE -201 �� r C' MO y G' , IRVINE, CALIFORNIA 92720-1999" o �/ 2 DRAWN (7 4)730-7117 No. 20596 m SHEET oEy �.� i� r,�EEs �,e,Bayiyvav o%/ MMS v1 * /0 OF /2 CHECKED TfOFCA��F� DRAWING N0. DESCRIPTION OF REVISION DATE CITY --Q APPROVED GB i - DATE FILE NO I ` JOB NO. 240-5200 PANDINO COURT D gq 1.ERA 10 PL 0�, p0.000-- 85N-ro AD. ,4 26. /4 97 -.�EE...�YEET �l�t� /FO.� .S7�E�T T,�.�� LE.�;oE.•�/� �'2�s � �(.G. CONSTRUCTION NOTES /O ---CONSTRUCT 3';9C OVER 4'AB PAVEMENT ONSTRUIT 6 "C'PB W104 "GUTTER PEEP C/TY STD. 303 rSEE SETA/L 4N SHTNO. V 4 -CONSTRUCT 4' W/DE,S10E- .ALK PER C/TY STD.3/O � 3// CK—CONSTRUCT OR/VE`Y.9Y APPROACH PER STD. 30S a 3 INSTALL STiPEET L/G',SIT 5,'g00L /3 AO✓UST WATER YAZ M£ COYER TO GRAOE /4 ADJUST MANHOLE TO GRADE 88 -- CONST. LOCAL DEPRESSION PER STD. NO. 5/81 SE£ DETA/L 114rMIN /7 //✓STALL 8,fMAS BOX NO. 2424 W17'.1 R,4RA W,,4Y &,e,4TE /g INSTAL L X(5" STEEL MRU DRAM PLR &ETA/L ON ,SHT. 2 .r' SC,9LE ; 40 /02 1oo p J m 'a A �9S'�l 3 4 � tiS'O1 •. .SS' '09 � 'ZS .S ' Dev lzvl 100'99. 166086 ,00 si'�� W �i 110 109 io8 5u, SALERNO PLACE MAR 'OP GA �y 448.2 '��P� k��'• GF 447.91 INV. ,SEE GRAD/NG 6 447.879 d LANDSCAPING PLANS FOR INTERIOR WALKS /7 �� 3 � B � J i07 CURiI6- OA TA NO. d R G T /O ° Z5 00 "' 298.00 54 /e t716 000100 ' 11Z.00 2932 14,744' Z/0 °00 00 " 38.00 /39.26 P/S /0 ° ZS 00 • 280.00 S09/ f.57 /0°25 00" 26200 47.63 1 23.88 -61 A - ,xf kV. �� CITY OF RANCHO CUCAMONGA 4ZI to STREET IMPROVEMENT PLAN FOR PANDINO COURT & SALERNO PLACE qui • �� 2,•� ��'�'� TRACT NO. 13442 1;G APPROVED BY: DATE:3 /O CITY ENGINEER RC.E NO. 22397 DESIGN RECt Mjhl� rft!!2 l �cONSUL77NG GROUP ESS1 MK G. 4860 IRVINE BOULEVARD, SUITE 01 IRVINE, CALIFORNIA 92720.1999 SHEETDRAWN (71 30-7117 A lQ wiv �S �lYr dS.si�w.vOit/�l.Q��J ST�EETTi� /Ol/B/ea A F 49 Ew 0.30-n * II OF IZ �,e Boyr�oo v�✓. �,eo�� I �-�'1 CHECKED l crvl� fOFCAUE� DRAWING N0. DESCRIPTION OF REVISION DATE CITY ae q4, APPROVED DATE FILE NO JOB NO. 240-5200 ma 7 � 5 t! RA�iN t� co�vsr��cr�oN �vorEs 0— caNs7-,e1-1cr 3'AC OJiER 4"A0 PAVEMENT Nr 6 "C!/RB W124 " 6UTTER PER ill STD, 303 44 CONSTRUCT 4' W/DE SIDEWA L K PER C17 -Y 57,0 -?/0 4'.3// 7a--CONSTRUC7'DR/YEWAY APPROACH PER STD. 30.1 9�---INSTALL STREET Z16117'"004 13 AD✓Z/S T WATER VAL VE C0YFR TO 6RADE 14 AD✓UST MANHOLE TO GRADE 88 CONST. LOCAL DEPRESS/ON PER STD. NO 5/81 SEE LFMA/L Ojyl 6 �9 T0 NO. 30 All 4 T 14 \3g °4908" J� E NvNpiao N� ST06 27.74 -+--N78 °33 00 E41 'o�'=' NII 025'00 "'W 2 09 x .0009 ods - �•� 9 ^ , h14ri�3 w� 4110-07 32 v F 4W..41 ca sF �MF� iv, p'Y �•� tQ /� S x 09 .00'I£ . .9Z'Z $ �x - `� /1?3' 0.67' 4�, 67' f ;� s• O 0 QJ3'2 `f�' �'�23• �' CCB!—bC7 25 24 23 Q 22c� , m I .e. `� ROVATO PLACE z n7 �--.SEE ✓�'f�EET �fit� / fO,e .3T,L'EET T,�EE GE��t/� 401. p�$ p?g, 38 TC. 4�� 8.35' O.C. hf.00 �o�s� r� "row 4c L.D. 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