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HomeMy WebLinkAbout1197 T CT . N09 13445 EA . GENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES & ESTIMATED QUANTITI S 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD CONST. 3" A.C. OVER 4 A.B. PAVEMENT 283,094 Sc 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 30-- CONST. 6" CURB W/24" GUTTER PER CITY STD. 303 (SEE SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN DETAIL ON SHEET NO. 1) /5,90b LF ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL HIGHLAND BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT AVENUE 4O— CONST. 4' WIDE SIDEWALK PER CITY OF RANCHO NO COST TO THE CITY OF RANCHO CUCAMONGA. WILSON AVENUE CUCAMONGA STD. 310 & 311 67,3/6 Sc 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR [�5 — CONST. 6' WIDE GONG. CROSS GUTTER P�R CITY OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RANCHO CUCAMONGA STD. 308 (INCLUDES MQNOLITHIC UJI ALL SEWER, WATER, ELECTRIC, , w4. z 6,2/4 SicZ CURB) \ RIGHT-OF-WAY. GAS PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO > w w PAVING. Q Q Q 6O — CONST. HANDICAPPED RAMP PER CITY OF RANCHO 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH II CUCAMONGA STD. 310 34EA BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL HIGHLAND AVENUE CONST. DRIVEWAY APPROACH PER STD. 305 2/5 EA BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4 DEER z A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED 19TH ST. GREEK w ~� PROJECT TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT YF co 1�8 --- CONST. LOCAL DEPRESSION PER STD. NO. 518, $ DETAIL hd z CHANNEL n . L••- w-'� THEREON 49.4 OF BASE MATERIALS AND/OR SURFACING. j -j ' m x ! 9 INSTALL STREET LIGHT 5800L 55 EA 6. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE Q O SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR _ °C /0 INSTALL STREET NAME SIGN PER CITY OF RANCHO DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. SO. PACIFIC RAILROAD CUCAMONGA STD. 401 & 402 2/ EA �� 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED w BASELINE ROAD // INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE w� J STD. 402 3 EA AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE Q /2 INSTALL STOP AND STOP BAR 3 EA MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. LAR 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM VICINITY MAP /3 ADJUST WATER VALVE COVER TO GRADE /9 eA RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED N.T.S. /4 ADJUST MANHOLE TO GRADE 29EA PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE 51pEwALK /UTiLr7rY NOTE: /6 REMOVE EXISTING BARRICADE 2 E CLEANED UPON REQUEST OF THE INSPECTOR. 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING L A I- (J-rlUTIZ�5 (IN0_U0INF� FlfM HY0RP3v75,5TRF_F_-T �C' 5TRF-FT SIGNS AN0 MAIL. V50XF.�)SNAL.1„ F3 I,SJCP.Tti~,q /7 REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND INSTALL BROOKS BOX NO. 2424 WITH PARKWAY GRATE l6 EA T WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE 09� 33�k�1NC7 4' SlpS`rlAl„K WHEN I�.QJAGF..NT `TCS ClJFzF3 /8 INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL INSTALL 3" x 5" STEEL THRU DRAIN PIPE PER DETAIL ON q O SHT. 2 /6 EA. BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES /9 INSTALL 6"SLEEVE FOR FUTURE /RR. LINE 50 LF AND STANDARDS. I. 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALL bid 20 INSTALL TYPE R4/ S/GN l EA FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR Zl INSTALL TYPE N/00T)S/6N l EA INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES T 1 43 .ANE I a ARE SHOWN ON THESE PLANS. I 12. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE z PARKS i INSTALLED. w k Y 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. J w j PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT TlA A R d:: Z --- - PRIVATE ENGINEER'S NOTICE TO CONTRACTOR POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE > ' THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE 6. Q STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL F O T ENS} - — AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO CURVE AREAS. EXISTING UTILITIES EXCEPT AS SHOWN ON TEIESE PLANS. THE CONTRACTOR 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, ® IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO .PROTECT THE SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE I'AI i D j BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 PLANS. FOOTOF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. i ? AOR w I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED 4 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT AT WARPED OR VERTICAL AREAS. T ON D Q _ - ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS U IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 0 WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS". ' SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED { RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SPRR J THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR 2 INDICATES SHEET NUMBER CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE ,� THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" of THE U.S. 1 HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS INDEX MAP N. I . CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SCALE 1"=40Y CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 17. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL UTILITY CONTACT NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER VARIABLE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS, R-VALUE, LANDSCAPE Rliv R W WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE AND SAND EQUIVALENT OF AGGREGATE BASE. ESMT. 1 CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS NEGLIGENCE OF THE OWNER OR ENGINEER. 18. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. CURB ZINE 4 46 4' PRIOR TO EXCAVATION: • 2' &F. GENERAL TELEPHONE COMPANY: (800) 422-4132 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: _ I l PV.E. S=0.025 6� I�s� 24•� �.•--� 5Z.� 23 280 SOUTH LOCUST, FOR UNDERGROUND � RELOCATED LOT LINES 3-18-88 5.&� a- �•d1 (SEE UTILITY LISTING HEREON) I 3/8"L/PP.O. BOX 2920 SERVICE -'� 5' /8' /8' 5' POMONA, CALIFORNIA 91766 RELOCATED STREET LIGHTS TC ELEV-� > �- TOP OF PVMTRELOCATED FIRE HYORANTS 3-/8-68 712'R� I pSp- 050' i SOUTHERN CALIFORNIA EDISON: (714) 529-2070 CITY 6• /2„ `da 2191 EAST BIRCH STREET (714) 529-2889 DESCRIPTION OF REVISION DATE APPROVED. • , °�'. ,� I BREA, CALIFORNIA 92621 "PJ�ti -°//•• '♦ , 3 LEVEL LINE 0.031 19. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND 6" 8' CITY OF RANCHO CUCAMONGA PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR m;o, ,; ;e: ;. •,' :.,:, T _ �_ l y3 /a/q �/ CUCAMONGA WATER DISTRICT: (714) 987-2591 TO FINAL PLAN APPROVAL). l� p �1Qj. - :`- I 9641 SAN BERNARDINO ROAD 20. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAYRANCHO CUCAMONGA, CALIFORNIA 91730 �.•` . X00 D � .a PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 7.5" 23.5" 4 SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 STREET IMPROVEMENT PLANS FOR LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE (EXCEPT f0 PALJN/ DRIVE) 2191 E. BIRCH STREET (714) 529-7070 IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND BREA, CALIFORNIA 92621 ALL UNACCEPTABLE IPROVEMENTS REMOVED AND REPLACED TO THE �ATIKWAYDSFAOCTION ADWAY OF THE CITY ENGINEER.E DETAIL O 6" CF & 24" GUTTER TYPICAL SECTION PACIFIC TELEPHONE: (719) 999-5639 METROPOLTTIAN WATER DISTRICT: (719) 593-7479 TRACT NO. 13445 (NO SCALE) ( NO SCALE) P.O. BOX 54153 LOS ANGELES, CALIFORNIA 90054 APPROVED BY: y� DATE: s lij _ CITY ENGINEER / � '� R.C.E. NO. 22397 BENCH MARK B.M. 1638 DESIGN 0—Y&MORS£CONSULT7NCCROUP QMIaND Df ELEV. 1297.297 114.K. 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W> I � I I ., m 6i '4 I- 93 . al : 01) 58 '01 57 1 i. 56 55 4JL,:! 11.91' :_ - - c') r �3 .1103, \ ' If '� _% �" , 54 53 `6 lil �' Co -j, M " 00 / , C=� -Eic- - ­­ + I 11 I !� / -14 / / 0') Z;� %_�' Z� m I I I f- G; -114 c_n .46, ?'I/.- L _ (=> -14 - _q: . - C=� C.0 N . ca �;f Zo - # . C! -2 'v '.. 59 q� �j *1 11:- iZ i, 44 ' _9UVO� - - - � 16352' :�i� 'rlj !�I F> 60 I 71 . 65 340 (-1 4 ' 11'. __4 / TRAPANI DRIVE I � ,.r 1 -?3' e3, .. -:� r\j � [r-18 I CO 2- le' 65 ' * 11 TRAPANI DRIVE I I CITY OF RANCHO CUCAMONGA -CONS TR41C 71ON N07FS - SEE PLAN RIGHT STREET IMPROVEMENT PLAN FOR , ,(D/ -CONS;rReIC7� 3"W.C. aX�,?4"Ag PAVEMENr e7ZIRY,F ,0,4;r,4 3 coNs7-Racre"celRa w1.e4"a&rr,F,e ,o,c,f c17-y sra.3?-?rs,Fe vexwl a/VS//,-. /Va. /; . CK- NO R Z 7' BENEVENTO PLACE - & . '4 coNsrRzlcr4'wlo,Eslv,Fw.4zl,(P,Elf elry 57'p. Id - . 1 eK5'e-c 6*'W1,0E CaNC. 6?0996e17-,re,?P,F,?C17_Y57'.0._?6'dr1NCZ60,c_ 1-10,41OZIrl-11C Cel,e,Y .00 42.41 0700 - - ONSMIC7 ,�) �@ ,90 @00'OO" 27 TRAPANI DRIVE j - ,4 mol c.4 ppe,o ,F,4 p ReR cl r Y s ry _710 'a,6 _caNs7Rz(cr H /v 10eO0 17.30 1 7 coNs 7,Rzic r,oRl Y.-,-wA Y,4 PpRo4cll RzW s 7v-,30-,r 1��) /0"ao,00" . 16 Y2 3�_ I I TRACT NO. 13445 . I 1^ 3 INS7ALL ,97Ri5E7* Z16117' 58001- Q 10,9*.00'314" -4-600 10.9,Y4 7985 -1 'w , msrwiz, s7w,Fer ImmE sla1v pb-R clry sra. ,,fa/01 vae 1 100.490 -5-7,91 APPROVED BY: c - -'-' DATE:, I I . . 0 3.3010 54" ' 09719 A CITY ENGINEER - � - J��c_�- �-, RC.E NO. Y2,397 i &13 AD.105T WATE,? YAL VE COAF,? rO &,?,4DE '-�&rw - . 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Q, 1010 4514�" 7-00.00, 5-1(0.I 7-1 T14. 11 e/l, r.14�r-- ( / - CITY ENGINEER L­3*//-�lr�, - ==-z-=4 - R.C.E. NO. 22397 1*3 ADJUST WATER VAU/E TO GRADE (�44 j ! � - . @;:::�- ADJUST MA,NHOLE TO GRADE Q 10-1* 45' I&7-00' 347-7--ll -L4c�.%, &S RELOCATED WrZINES 3-18-60 "-VQP DESIGN -, -- RFAOMEN :)­� - & ,q,6zocAT,co smar -88 ORIS.CONSULTING GROUP iss/ I D ,:��s 180 05.0011 .050 Ll UoHm 3-18 .4.i,-21-61 I 01A&�m .*L41dXlCAMAACFffTBCnM ,a li: f., lAi;T 17 INSTALL BROOK5 DOX NO 2424 W1 PARKWAY GRATE 01 7-98 00' 94 4-1.41" NK A � ;A G. e, A-C-f AAA�"A�^ - @ ,I RELOCATED FIRE H,-,OR,4N73 3-18-63 1 1 4860 IRVINE BOULEVARD,SUITE*201 ' I 1 -14 -15TIK- 18 INS7ALL 3`x5"`,5tT,ffEL TH,3U ,0RA1A1 PIAEAEROEMIL. 0A1 ,5H7 2 18005,001, lao-001 ea.-6-1, 44.56o' I IRVINF,CALIFORNIA 92720-Z99 C13 l- (�- ei I I DRAWN if 14)730 ,­ SHEET IN3 7A L L 6' A 66 VE AOR AlrUR E 198- �1*6 �� No.2059 -V &-� . 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I I L le -4 C-I)i " ___ _� -s- I � I PALMI DRIVE . ,,,*,��� -4 o (-n 1 -4 zor ,c -4 L c" I - SEE GRADING & LAN03CAPE aANS FOR INZERIOR WALKS . - ____ � CON6rRZICrION i%10reO - I C&QM6 0AM o/ 4011-6r. 0**,4.e- 0 lleR 4"Ag PA vEmal r Ivo. .6 /? �_l 7' (��__ c;:�,Nor r,-ov,eo ,v1o4o6z1rre,e pne elrkl erv. --V,3 (eee ve7x1Z ON ,lHeer ,,Va. 0 0 _90?0'13�" 0641-001 261.oe, /?.70' STREET IMPROVEMENT PLAN FOR (4 eaver x wlige elvem,461k' 14W e17')`0,� ,e,4=110 elele.44-feAld.4 _qro 3 10 dor 3 I/ D_��__ eON07' 6' 91106 CONCR6-716 eR 6V7Y Oelff R.4AICI-10 02'16114MOM64 0 r,0 _3&W(1_1ye-ZZ,V,45- ,41a4167,1171-11e-eZll,�Og (�� :90000,00, 0 7.00' 40.41' 0 7 00' (�>__ eRO6$ 0ZIr7'e-e ,O _) @_��__ COW-5r A1,41V,01C4,0,0e,9 R,4M,O ,09R 4:-,Ir,v 0,1= ,eAVC110 elle.4"IOIV6.4 dr,9. 0/0. Q 6-05'30- .960-00' ,10a-614' 6.1 97' PIZZOLl PLACE . . (�_ COW.67-7 ,OR141,6W,0' ,4R,OR10.4el-I ,OeR -47'0. -W-15. . 9 16000,00, ZOO.00' OZ40' IC7.64, @0 AV-17,41,L _1�7,Reer i-lal-Ir _,,�e�6 . - I — &__ 11V6r.4t6 er,ee-ecr N.41We e16,v ,ome elz-y o,- ,e4mexlo evew"amm 0 r1o.401 elol-140?. �� /0,0,00,00, 16.00 /-.3/-:32, TRACT NO. 13445' @Q ,40dU,9r W,4r,5,Q ;1,44k16 eoll,6R rO Cle-4,06. 0 ra-001000 1101e.00, 107-60 63-68' 1 4W_eg�r ,4o-t.1a_,;r lvmamoLe ro 6R.4og. !�wl I APPROVED BY: I DATE: 1 �10 (&-- 9 0 1916i,59' -z�000, o/ 1160 e CITY ENGINEER 60�111_,:Z�,5;-�_Z_Z_�tZZ' R.C.E. NO. 22397 7 -��- IN-57AL L ,ql?001<S ,OOX NO 2424 ifl,VARIMA Y 6RA 7-,g - & RELocATED Lor LINES 3-18-88 4L4 — — . 'wl ?a 1::;�I , _t"., DESIGN R M N I INS,rALL 3*x§0 3TEEL TI-IRY fAqAIN RPE PER DETAIL ON SH72 0 0�?-,5f_Aq, 060. 116-1:5f Z% RELOCATED STREET LIGH73 3-18-68 4-1,-)-99 ftZ0X,LC0NSUL77NG GROUP @_ I I . 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PALMI DRIVE MARINO PLACE - C0N6r,el_1Cr10N NOre,6 . CITY OF RANCHO CUCAMONGA ( / ,r,0,q1,l7-_&",4.e. O;IeR -r,43 RA VffMEN D-:7- rA')--- co,v-qr ,g-czIR6 -1z4'ldz1rrew eoe,e olr>-, gry -Ao3 (eee ocr,111- om 61-1e-57' /�) STREET IMPROVEMENT PLAN FOR \,�_,�_ . 14 1 Ca,,V,$r 4" WIDe ,910ZNM1<' ,06Q olry a= R4Ncyo o4le,q1wolvaw er.o ,310 <:5- ,;3//. a-H- 0- IOOM67- D,Q1Y6n1,4,v",4,0,6Wa4e11 ,�Oe,Q er,O _305 1�9) - 111,6r,41Z 9;rRe,er L161-17' -':;d<::P01_- PALMI DRIVE & MARINO PLACE &- lNe,r,41-L e,rwce r mql;ie el6m pew ems.,ac- ,e4mel-lo eae-4movila,4 97',O. 4el ,5,4e2 . . I (// lNe r,4 4 I- �9rO.O �516AI ,06R C17Y Ov� R,41V01-10 eZ10.44-f0,V6,4 ,6rZ? 4V2 @__�_ _ 1,Ve,r,41_6 6r,0,0 4WO erO,O 0,4R. . TRACT NO. 1 3445 1@4 0- A0,11167 1Y,4NA101_6' TO CRADE - p 9 - APPROVED BY: DATE: f,669-911 - (4)- ,?,fWP;e- 5..r1S;r1,Va ,9,4,?R1CADe- �r ::��_r_�--�-�,_� ' ' CITY ENGINEER _� W/�l - - - R.C.E. No. 22397 .__� - Q7) IN,37ALL OR0010 ,60,Y A/0 2424 WITI-1 PARKWA Y GRATE DESIGN 1� � ssl , R gtMg DE 0-Or (1_8�__ INSTALL XT5" 37E,EL 711RU6qA111 101P,E PZ1q,0E7A11_ ONSW*2 ft!0�t.C.ONSUL77NG GROUP E . LAlC3L4ff � Ll ? *L'.xAm I G. I Af K . 11 G. ", -&9116-4 �_ 4860 IRVINE BOULEVARD,SUITE-201 11 _�l IRVINE,CALIFO � I DRAWN (714)730-o LL I �� N 20596' - SHEET — ) � � f __ T__ - � � r 1 -�470c-", dt;;d � 11 I- F_ r; � : tEE � I � I ___�_ , T77 i I I - I t F: � i r i ft -L_v() , I I 1� I - I �__ I- �; N � i- I � I I L;�_�1 '1, � � z - ; .1 � I i i --]I I T I I ml � I i �_ I i ?,-" L I i � � T I � Q T I :� 11 I - + �_ + , T__ - \ T__ I _L` --� � i -, I , 1-to �� I I T ; ( i i . . - - I . � f T I I I I - LTM - * ExA M0 89 _J9__0 F /A k civit . - DESCRIPTION OF REVISION DATE CITY -11 . *Ak\\ OF C __ ' DRAWING NO.I . IAPPROVED GB — DATE ( - 2X/J_F I L E NO— __ � - __ __ ______-- - M" I . JOB NO. 240-5800 - - __ __ ------ ____ - - - - - - qs I-- 113.Z I - dd Rz4OO7. 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I - ... .I lk 5 �� / - ,, __�.- I N I-:,- * i�l (611 - -c N"' ' INTERIOR W,4L/(3 - R13 sc � � ce ...J� � it I . - f-u ,6 .� � N x_ c - I ?, "I 6 % . 6 . :I v I I ,p?l 1, � 1_� - .c-. �� 0 c2 � I . ----------_ ! 1 _7' cs 8 tr is'. .�vl . I. . " ... 11 �I ��j�Y�'.- I -_ - �- /95 4.60' A cjo I (09 595 k� t� r,�0 L CONSTRUCTION NOTES �� �� 19c - f n poitt.1 1DRI'VE ll-_)� 35 1 r(t 11 lul) - 497 I CON57 3"A.C. OlIER 4"AB PAVEMENT _EFr 1 4 0 3&- ,01-AN / I ' I FORLI DRIVE Q::� c . i� 23' 23' 3 CONS[ 6' CURB W124"OUTTER PER Clrr 570 303 rsEE DETAIL oN sneErNo./) . 1 5)L("z> 18' /a, FL,___ 14 CONST 4' SIDEWALK PER CITY OF&INCHO CUCAMONGA STD 310 � 311 GA 6 CONST HANDICAPPED R41kfP ,c6q C17'Y OF RANCI-10 C6CA,440NOA SAO 310 If #_ 7 CON37' DRIVEWAY APPROAW PER ST9 305 FAVARA PLACE 9 1*54ALL STREET I-161-Ir 5800 L 11 STREET IMPROVEMENT PLAN FOR - Se'F 10ZAN,q /0, IN87ALL 5TREET NAME SIGN PEA CITY OF 19ANCqO CCCAMONGA STD. 401 f 402- , Ya//,- 14 ADulusr mmloLE 7o GRAL)e FORLI DRIVE & FAVARA PLACE 9,;:�_ D(9CONST LOCAL DEPRES31ON PER 3TD. W. 5/8, e. ,0,E)AIL HEREON TRACT NO. 13445 - ' ' APPROVED BY: % DATE: 5 � �/'_ -- ' / __ . . . CITY ENGINEER __�J*,,:�0�1�,!61;<--dZ-tZ��-' , R.C.E. NO 32,397____ . & Racc-ATED LOT LIAJES is" - x -- -, & RELGICATED STR L1614TS 3-?-1-86 . _s-j_,r,? 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Uj ��� I� . , I . I,?, - 11 1111 1 . �� - CARINA PLACE . ' 6 !6(9 1 - . .0 "I .' , , li� .-, I I . SlEe PA to D1?IVE X, . I . 11�f - TORTONA DRIVE SH ��-r tv . f . 01) CONS;rRelCrION IVO,re�f / 0 0 . Z;;�51 MILANO DRIVE CITY OF RANCHO CUCAMONGA 3 0-/ cows 7,R61c r 3';4C OX�-,?4A'A,9 PA VEMEN T SEG ,SH-r CONS;rReICIr 6"'CIVR8 W124"0077,FR P,F,f lc�ry sra 3a_?rse�'6- vexwlz aw slzc,cr�Va. ,� . No. 1'�' Q�K _ STREET IMPROVEMENT PLAN FOR '4 C0NS7-RjJCr 4'WIDE- SIVEWW A' .ezcR clrr $Tb,- _?Io�',?// 6 '(D_coN57'Relcr 11,4N,01c,4,0,0ev R,4AfP,OeR 017'Y ,57W. 310 (�N_ 7 c0N57'R1JC-r ,0,?1Y,6rW,4Y 4PPR04CP ,0e,? S;W. 305 19'@_INSX41-1- .5;rR,F,F7' 116117' _f800L CARINA PLACE & TORTIONA DRIVE qK_ - "lo 1Nszw1_L 5r,vz--,c-7' N,4AAF S16,Y ,O,cR 07Y ,970. 401 � 402 //,&-11V57,-4ZZ ,57'OP 516N PER C1;rY 5772- 402 ' ' co�_ __ - @/9 1*5r,4ZZ S70,0,4NV 570P ,&W,e TRACT NO. 1 3445 &� _ . If __ 14 ,40,11-IS r 1V,4W1101 6" A0 6,?,4,06- 1 @__*- - : % DATE: -f 9- 16 '?"W�5 ,4_W5 71NO ,&W,ellFIC4.e� . I 7RA TF � CITY ENGINE i g-A-.7�-ra:_11 I RC.E. NO. 32397 Q�7)��IN67ALL BROOHS BOX N0.2424 WIT9 PARAWAYC . I ,!�s RELOCATED LOTUNES 3-2-1-813 9,&-um ER - @__INS-fA 4 L 3',r 5",57E,cl- rll,qu 4RA IN PIPE/m oEmIL ON VT 2 ,4,z7,a 1 DESIGN R U 0�M�E N PE D 066MORSE CONSUL 77NG GROUP /xv, r PrVW PLWAYG d,LNGVfiXWNG 0 LANDSLAK Aftogn"" � Essla', po . . ! mx G. T----'A A d,.P'^" � 1 4860 IRVINE BOULEVARD,SUITE 0201 _(;�151 g�j t I g-mig w I 44 � IRVINE,CALIFO )_1999 _X-1 a i DRAWN (714)730-1 11 f �t N.205 6 v � LTAI _k me-ag // oF 12 � - . , �....-......i.....=-T= - F::::� I I I i - � . T__ -----I I EN H t V_� ' � �vq BT . L C ' . :7=�___$E�_ - 7T� E E�;PF. E FE1 2� ' - - == _ _ = . � t ff-- , V 1 _ L__�_ _ 4�� m __� �4 �A - -------r_____`7_ T I j tt�� , 4 - i �'_ . . � i . i--L-- E�' = : f- �F=. 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P.4yely.cN r C> ,5 V7 1 it 3,&-colvsm I-Icr e"caRB W124"007-A-6-W PeR 0TY 5 7-49. 303(AND DETAIL SHT. 1.) I MILANO DRIVE 25 uj, A PLA qK- 0 4 coAls 7,R61cr 4'W1,9e S1,0,f-W,4Z9 ,O,FR CITY 570.310 e 311 p SH-T. NO- to S ,@-CONSARZICr 11,4N,01C,4RR&--0,?"R,ah-If Clr,"'ST0.-7/0 (%_ , 7 CONSAW ZIC r ,0,?1Y6'W,4 Y,4,0,0,?0,46*11,06? Cl,rY SX0.30,f CITY OF RANCHO CUCAMONGA 9 0-Ilys 7xz L smh-,cr z 1611r _fgao/_ 6 QX- I q".41STW L STREET 1V,41Yb'S/61V Pe'R CIrY SA9. valf-va-9 STREET IMPROVEMENT PLAN FOR . &-,419.1&S_r 1%4*110Z,C 1 76' 6il?�,We I I MILANO DRIVE & PINZANO PLACE . . TRACT NO. 13445 . . APPROVED BY: DATE: 0.Z2317 CITY ENGINEER - (�-wl4tl--�--":7..::��,------�, R.C.E. N' ' , ( 1.4- 4Z7�� ,!�s RELOCATED L0T LINES 3-Z 1-83 Qlavu - - I� ,4�",8-? DESIGN Rg0MmgND D I & RELCCATED STR. LIGHTS ^^*A,�MOR�f.COMUL TING GROUP E I *C - M.K. � . VR G. c ,,, _r Ob 5. . telodi - `LAAwcAff Axaffnx07Lm X-4- -, 1 4860 IRVINE BOULEVARD,SUITE 12 1 - - IRVINE,CALIFORNIA 92720-1999 ,�3 C12 . . DRAWN (71 730-7117 - SHEET " �t N0.20596 -0 � ,41`F_ - 111 * Ekm!�30-a * . /0 OF 12 _­­­ I I - civit DRAWING NO. .� �.l n Q%,r%Q V _� - illit - - OF C__- .. T_ �. 717� ' - ' ' I F� 'i 74-89 ' '/- ENC H '� L � i � f- -1 I i V- 1 2� � T I � 1 2 F4E A S 11 ;i V U � �____ �_= f 4�7 1 ,d � A EN E ,4 r 4- lf��__, I �' ' - �y � . I i 4 - � , I k i = I L__��,__ I - T F 4- 1 � I �� I - -. I � I I , _ � : I , if i _ � _ f � _ I ___ I � li 1 14 - t. - i il ;0 I -1...... i t � 4 - � I - � I �, f. ( ---- I VIKF� - I L � T j � I I I , 7 1 1 4 , I � _ t t 7 4 i P� I I , � - t I I f � f t I I i r � I t � LI f , I �� I i � 1, I i - - , t __� f - I " I I I tC-,j- i I �_ � � � , i � � 1 4 t I I i I - 7 I ,L - - 1 . I __T =;l i I I I F I I - 7i 11 I I DESCRIPTION OF REVISION DATE CITY q-/ C*0 D%r NO- --a I - I - . ATE � JFILE �_ - __ -__- - - __ - � mommik I JOB NO. 240-5800 . I . . I