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HomeMy WebLinkAbout955 4 . A T�� X"0VAL PC'RN►/r Maar 11� 00M Nva AOR REMOV//VG BENCH MARK. GENERAL NOTES IMPROVEMENT PLAN CONSTRUCTION NOTES & QUANTITIES MY ALONS A►sE I-//Ve /roA,V ' BENCH MARK N0. 96-B c � 4 01 M 12-670- 1 12670-2 12670-3 17-670-4 12070 TOTALS AT THE NWC OF HAVEN AVE.19TH ST. , 44 FT. W. It HAVEN 1. All work shall be done in accordance with these plans, the City of 0-- CONST. '4" A. C. OVER 4" AGGREGATE BASE. 4,060 5F -5,190 5�F 5 UGO SF 14,310 5F A'�P & 83 FT. N. # 19TH ST. , SET Rancho Cucamonga Standards and the Standard Specifications for Public •* " r " err /VW �"�'� DRIVE PIN W/C.S . TAG IN TOP g P 2 CONS. . 3 A. C. OVER 4 AGGREGA.- BASE. M 23,3eoo OF 30,070 5-r 42,394 OF 43,502 S.F. 94,4027 5.F. l(03,959 5.F. �C �• �, AT THE E. END OF A HEAD WALL Works Construction - current edition. Contractor shall be familiar * Tv T E AILM f, 182 5.F 1,372 -F 2,736 5F 5 290 O.F.3 CONST. C'JRVI..INEAR SIDEWA�.K PER CZ. . SSD. DWG. NO. 304 . , FOR 3-24" CMP--ELEV. 1430. 686 with and shall be responsible for adherance to these Standards and 4 CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. 5, 5. . , 9 - 9,755 5.F !0 30 5.F '18 S.l= 39, 407 5. . /?O Specifications. a$ -- CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. LF h-007 L• . 6 L.F L.F. ,/6 L.r L�� 'F7� �T CONST. SPANDREL & CROSS GLITTER PER CITY STD. DWG. NO. 308 (X=3 ' 8V 5l= 5.1= 1(o0p 5F 2,407 5l� 5,6Q7 .15f' i =d' 7' 2. All pipelines or substructures of any kind, telephone or power poles, 7 CONS'. HANDICAP RAMP PER CITY STD. DWG. NO. 310 . OQ�'-09/' � 2 �• 2 EA. 4 GA• �A• EA 20 �A. water meters, valves, fire hydrants, etc. shown or not shown on these REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVING. 2 L. . 3 4 i- . 003 L•F 02 L.F. 4.51 L•F /, !587 L•F � -- Orr plans within the right-of-way limits or in adjacent areas where " -r _�� 9 CONST. 6 CURB ONLY PER CITY STD. DWG. NO. 301. .355L•F 59I L.F. (p 8(o L.F. 1,36 L.F 352 G.F. 4552 L.F improvement work is to be done shall be removed, relocated or protected _NSTp,L;, STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. G �A• _ 84. // j.,�4. 5 EA. 37 fA. = tea - GorVJT �'GtACd�f1t in place as required at no cost to the City of Rancho Cucamonga. // INSTALL STREET :,IGHTS , 9500 LUM. e9A• OA.. 21rA. 3e`A• EA. 3 EA. /4 EA. �L�. 2XG INSTALL REDWOOD HEADER. (2"'X6") 85 L•R 03;_-I-.r -2-443 1- 10 L. , a uaoos/Gaasx :Mw u� �/e P W r v� �` 0"-Ala" 3. Any contractor performing work an this project shall familiarize him- 432 L•f � I3 CONST. 8" CURB WITH 48" GUTTER PER DETAIL ON SHT. NO. 1. 440 L. . 345 L.F. 785 L.F. cOA M7 G"A.G•ofM C40A1Sr.G'cuxD 4cOCY rt=e 441MI" aMV,ncarALw �.Y of�,r.•r,� C-40114 A*%'% ► 'STx�ET IyANfCf SET IVGI�fBl�7C self with the site and shall be solely responsible for any damage to INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. / tel. 3 G/1. 2 XA. 3 F 2 SA• // EA /c-('rYP� �, ,py��c, / �,gry��nN � Vl6TL1 PAR/ciY,4Y Q existing facilities resulting directly re indirectly from his opera- �-- INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. �f1. / f,A. Q ,5A• �7Yr?) ADg5E 41"e Rolgp tions, whether or nor such facilities are shown on these plans. REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT. 2 EA. YYPIGAL OLFC770M Mue,=1040 Q!/Vdr 7 i. A permit shall be obtained from the City* of Rancho Cucamonga Engineering Q?�-- CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO. 518. /E,4• /EA. 2 MAC.0 � Department prior to any encroachment or construction within City of 8 CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. APA6041"f ROAO /S//N30A44F A"C0 6 2 EA• / EA. 2 �A• 5 EA. Ive�OoV/e�W Q¢/V!'F 7 Rancho Cucamonga easement or right-of-way. �- CONST. CATCH BASIN NO. I PER CITY STD. DWG. NO. 502. d7Z.007'0,dZP TO 40t•*1G-7L I. F,A. / �. 2 XA. 5 CA. /�1�aPA4 C-400• GauRr (FO R W � V, SEE PLAN) . /'7�f► . AO'Ar/w /�� AS/R/COAGE JW.444r 5. All grade stakes shall be set by the Contractor or Engineer. Paving CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504. 1 EA. / EA. ! FLA 3 EA. �� ' iD'�a671 C.4"IVR0[//e''y GR Ol1T p stakes shall be set at all hinge points, edge of pavement points (FOR W i V, SEE PLAN) • QA�'�Zo' CrUWV/CW JOKAGE within 0.01 foot of sub-grade elevation and at not more than SO foot �-- REMOVE EXIST. A. C. PAVEMENT. O/06 20 800 5.F 17,63& 0,F f4J $.(✓ /03732 5F ?�iV/GSC ONC/V!s !!'�/5' /3 ro7 BCGP//VLA /�CsIGE intervals. Additional paving stakes may be required by City Engineer " T� O• CONST. 6 A. C. ON COMPACTED NATIVE SOIL. 109,279 SR /7 503 5P. 22,Co38 3 F ¢5 5/0 5'F /91'0, 934 5F /2, /2, ,o, fie as needed at warped or vertical curve areas. �WZ' O'er/d' op ' CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. PAVEMENT ZEAO4vvo O.�• O'ra so' p,.' 1 a./a• l� 6. All sewer, water, electric, gas, phone or other utility laterals. PER STD. DWG. NO. 405 . , mains, or crossings shall be constructed prior to paving. SAWGUT J$ JOIN rX/5r A.c. role 5MooTN epos •� 1_-F 80 L F I L✓ `� ?o. , L'. P �- GoN.JT. 4WA0r A�PPi GAG//PN"R c/TY-67V CW6. NO• .?05,/V-t4' 7. Compaction tests of embankment construction, trench backfill, com- pacting original ground and all sub-grades. shall be performed at no /NSSALL. 5•7_KF57_ L/C M_X'7/ y Z7 L!/Iy^-SF.E SHrAEi 0 / eA. t"' G~GuQd ove-Y /wR cost to the City of Rancho Cucamonga. A written report with these REOWOOOWC.40AW 4/�07M';:1N'VT G/rYoF R4+vc�o Gum^ ^/�► G[ Ok64 �O' Aw6• compaction tests shall be submitted to the City Engineer for approval ?LA DC 5MEfT T1�E.5 PER 37TH PW6, NO. 000/ 8 �>,. /0 ICA 20 EA. 7 EA• /0 rA. 55 Eft. �'�cry) 6Ja. OW6• ao, a0/ re N aEOA-29.IA" . _50_47Y,- � /MMA V155- Mi' 4 <WA r, /7 EA.), /'t�E L/NIa /rid 38,&A. tn'f') �5 GINS I�A17 prior to the placement of base materials and/or surfacing. ( t'� / EA / EA y ffiRFMOYF EX/5T. C.M•O 7 R/5ER otn/O ,�01AJ EX/3T. JPCP. T P/GAC. 6EG7/0/V S. At the completion of paving, a materials report shall be submitted to Tb CA7z•H 8A5/N. the City Engineer. Lising all tests or determinations completed to —COMST CONC. jrAcA5EME/Vr PLR cc.W.D• STD, vsAvi. J\!G. �3• 580 LF 580 L,F. rDQ36l,/N� JrOArt7 NO7S- - �.4G 156,716 7V lS7A. ¢OrC6,7� FO,t STA• 4�'taSG.7�i 777 555 OH7 ro verify stability oil content and Gradation of asphalt Paving � pp/ys7; G" Cj/t� yy/ry �N�]7Ejq P,ER L�7/t/L ON 5!1/5 '117: G/tro3,+1$ 6EE7-yR JEG. ' 296 L.l°` .3¢3 L•/' 2,Af7 1-, /,�05 L.F /,32/ L.F- G,012L•/F 9. Prior to installatic-i of any Paving, a materials report shall be 0�— MhV57 SIDEWALK TRAA15. PER DETAIL 6k- -S. 9I of cA 6W -S• submitted to the City Engineer. Listing all tests or determinations 31 1A t6; RELTULAR C•r PIPE ,?"X/27Z" PER AL,yAM+�A F�OR'yAEA-4JE�j.4-�O 14A. completed to verify: . Sieve analysis and sand equivalent of � aggregate base. MA/NTENANGF ITHICAL ACCE=, PFR �VEMIL ON 5HT 2 D �. ` ONALG /WTER/O/P S'TiPEETS' bW/E/eE THE 5MEWAL K /5 AZ11ACE/V7- TO C(/RB _ FOR STORM GRAIN Q[/ANrMES SFE SAIEEr /3 - THE //V,STALL4T/0/V OF STieCET L/G/-/T5, 101,4/LBQXES ,STJPEET 5/GMS AND F/RE SASE �I�E ' ROAD 10. Paving shall be performed in accordance with R-Value and Pavement tests _ ._-- taken to determine structural sections (prior to final plan approval) IYYZWAA17� Sf1ALL. &E LOCATED BE/•WNO THE 5/DL_WAL k: 4ff,eOY'41_ OF -_- 7Ar�SE A9k7401IA16.5- Ct55AA07_ /X/CLUDE rAlw aeslav OF S/DEK".QL/CS. -- - row 5EE 5H T. 4 - - - - b� 5HT 6 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' rocks 44 44' 44' I , LL which protrude above the sub-grade and all voids or depressions shall LL B Hr yTL t Cfr ANO. 216 0 3 P g P li' 2�' 6` �' 27' II ' I, � TI�AG� NO,�-� — L— � � ,t� � _ be filled with a fine grade material of a quality better than the natio- , , '2-7' �` 27 II _ - i ,�— - g �_ C Y aERW! material. I I ICD ' IG ' I I ' I I IG Ido I I �_ A _ HJOT T 2 3 6 4-A , G+wre"uvy or. 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 4' 4' -=�' ' I - NO. 12 6 -2� registered by the E.P.A. for use under A.C. and P.C.C. shall be uniforniy YARrEB LEVEL LINE I ri YARIeS LEVEL LINEapplied at the manufacturer's recommended rate for the full avement . _ 0.42 - { X0.42' 0.73' O1p� N O.. 2 1 P _ width prior to paving. ( / 13. Estimate of quantities is provided by the Engineer only for the con- 4 e `•j C!�) ; .,�. ,. _ p, ~ venience of the developer, the contractor shall make his awn deter- 9 `) MUrRFlCtr�� —~ �� T mination of construction quantities before submitting a bid. Any � ✓EE' S T � /V J_ �- item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the P2 Ard�SEv �,' other items of work. /1iPoI/E�lE.S/T3" f3Pg'�bs'E"O /MP.POI�EM�"M r' /MPeDVEMEM'3'' i . 55,4. 7•f-/lo-00 fo �RcN7 STA. /g�`73Gb fv 5'514. 2/f¢4,/5 �OFE� �S ) � ' j � Z ,P6E"T /MP. E7ti� Sr�2a•Er gyp' Q -- .'SEE 5Nl' � � 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 STA. 194 7 -z2] , MAS � FOR 5FOAM DRAIN shall be constructed at each intersection. ���.�+ FUTURE LO �?�� vo-03 VILLAGE SERIES TYPICAL SECTION TYPICAL SECTION C No.52 to �oR 15. City approval of plans does not relieve the developer from responsibility w for the correction of error and omission discovered during construction. P RK��� EV-1 Upon request the required plan revisions shall be promptly submitted to , - '-Y115 "" 'T''r,� x" '-Y TERRA VISTA PARKWAY * I '� ADWAG .� 1 P q q P P p y N 5 T,r, = 8 0 9 /vTs R = (09 � cAutic 6 7 U I T S � � ,� f� the City Engineer for approval. r T s Q O �s �Q '9 �✓/ J ; C/ yw y� 0 (,, 16. 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. gap -A /oro, 10, b' 17 Contact all Utility Companies as reauired 48 hours prior to excavation. 23' 2*1 1J1� .c .� r � '(��� � ' , P� SfiRM BRAIN eroviueo .or your convenience are r;ie -)-owing;owing: , , I /O /O, /O /O , - Q EX/Sr,Xj+$.rj s' 4. A. San Gabriel Valley Municipal Water DistrictJ24, /fn`! lAve j 5F/S�� FIV5r. 45'910 Mr. Bob Stallings (213) 969-2718 Tc. 016V, �' �' I dy• • for Base Line Road construction ��a �'/^�� . rrtc c��E s/epf -� O�� S[Ol- %�f/ I I y/fr 030 O.RS O.OJ' O. �C s B. General Telephone (800) 422-4132 / " I Q� \ y4 Ff D _ _ - '_ '� � �0 �'o•ie'��°.03 - - -' _ _ A4VM for underground service y2.,� -;� _ ---- - - v ¢ _ /VOA INDEX MAP 4 C. Southern California Gas Company (714) 529-2889 4"r7veV j6-R n,, tj! ' 2lPyn/� per , N.T.S. 2191 E. Birch Street (714) 529-7070 N °' •. /2�R 2 I Brea, CA 92621 ' • '•. I / �yISE ltF-�•r f(o � . (t�72�„ RE{�/ �� pE1VA K ,O / N N/�i TE�p,QA V/ST�4 pA,P,(' qy , 22%� ' : ,To,a C6,o N/L09 T� Tie4CT i /$/92 &7,4. 7t/5.95 TO do 4 BY M11DDt,1 $-AoiQ1&IATES In1G. l'�I'� �� er4. /olt20.00D. Cucamonga County Water District (714) 987-2s91 :� . ' TYPICAL SECTION TYPICAL SECTION 9641 San Bernardino Road A E,cSa►y odq 'Y -5 2-6-07 ,E'ECG�f�TE STLiG"f/TE'�,S T,4 5/t�GY o 57A.53f76.S9 7,& t5 © /le,Qx�/0 27,S� TYPE 26-5&7 1e-4e-g,6 Rancho Cucamonga, CA 91730 +� d �"�S METAL RxE^-� NEYah'T-los,�FCr1VS7,�,(k T r. Cj,O /Q = �9 T I. 5 0 R `�9 ,2EY/SED MSO/.Oit/�,e ACCESS fD,e.NA/.t/rEif/.gtc'E E. Metropolitan Water District (7I4) 543-7474 24'�:UTTS/t "� - 2 YE.f//CGEB, AOOEp DETA/G�. '�3��'� +!F 40t/0 P.O. Box s41s� p TA/Lai„ �> MUIRFIELD DRIVE , CASCADE COUIt't', BIRKDALE PLACE GREENWICH PLACE, BELPINE PLACE ,_,, N �x✓�rc „ o � � f Gd/YST/A5 5{fO1NN ON Lr9N/a�I'E I N�� � � Los Angeles, CA 90054 No_s., e CANTERBURY COURT, GLENVIEW PLACE, GREENWICH PLACE F. Pacific Telephone Company (714) 979-5639 ' � _ � D ESC R IPTI 0 N o f REVISION , HINSDALE PLACE, WOODVIEW DRIVE, & BERWICK DRIVE 2 DATE PPROVE PRIVATE ENGINEER'S NOTICE TO -CONTRACTOR ,�. 6• THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR fK U CITY of RANCHO CUCAMONGA STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF T.C.ELEV. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE ` , �� aorto .3 t j t6 70 �WRACT NO'S 12670- 1 , 12670- 29 NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO psi 5/ / 1 10.5� MroFrn-rr 4/g•tIF,` I yc'R ti rvy. _ p” NOT SHOWNPROTECT HONUTHESEZES PLANSOWANDNDSANY RESPONSIBLENES FOROTHETRUCTURESPROTECTION - t , •R g, r4" ram J� PK 2 i 1 2 6 7 O Al ! ,QE -45 7.1 C ; h 2670 3 , 12670 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . b• viE J less L/ME o•/e' 0.30 S / TITLE W' T SHEET SPECIAL NOTE FROM PRIVATE tNGINEER TO CONTRACTOR APPROVED ROV EO BY DATE /,t p r p �, 9" :, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY c J C w CITY ENGINEER RCE No 23889 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- 4 Q I I NOTICE• AarEs. M OLE AND A JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- - /• w��kfv�v R,e,v� AQ��/Ts Apt e� c�vsrRUcrEo i DESIGN ASSOCIATES, INC. RECOMMENDED r.r. 5.o K G9 CONTRACTOR SHALL VERIFY ALL NOT LESS sNw FET <+r�fzr i' OF SAN BERNARDINO COUNTY . . �y oU & 111 LT/ CONSULTING CIVIL ENGINEERING MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONDITIONS AND DIMENSIONS A� euRegs sfu/t BE ctxiST�eUcrEO /,v Afca4o�,c - HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE TYPICAL SECTION ,�„ + TaE [�r�sT�.T.ov o� ruE sro saFcs. FOR - t DRAWN SHEET OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND SHALL REPORT ALL DIS- PUer,c rwE cs cr�vsT' UN�E55 csr,EERsv�SE /,VOKATEO. t'+ { f AND LAND PLANNING OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NTS CREPANCIES TO THE ENGINEER 545N.Mountain Ave.,Suits 105 PRIOR TO THE COMMENCEMENT 'I'YPtCAI. SECTION , KEY MAP /P.A..y,G'�.B. �'� UPLAND CALiFORN1A91T>!6 --��- - PH NES 1 �I4�-2949 OF- N- 5774.EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE • ST.4. G�/268 7�o S'Ti9, G�`98.DJ OF WORK. $" CURB FACE & 48" cuTTER _ CKEcrcED � RCE. No �'� DRAWING N0, N T �_—_ _— O 500 1000 1500 F THE OWNER OR THE ENGINEER. � BELPINE PLACE W K. fl DATFILE No./t� X55 ' i BENCH MARK . fi � t • BENCH MARK - NO 96 B A V� Yf � - - - - -- ' - � - � -- I � _ AT THE 0 HAVEN VE � ' a1 S� NwC F f $ t - ' 19TH S T. ' 44 FT. W. HAVEN f , • - - - # - - r i 83 FT N 19TH ST SET NZ DR P I I - t f - ` VE IN w/C.S. TAG IN TOP - - - - - - - - -, rt ATITHEE. END OFA HEAD WALL } ? - 1 y + -- - i - } 1 \ FOR 3-2 CMP--ECFV. 1430.686 ' 4 N j • > ! j 3 I I ; ; 1 1 + Gs �„G• zw 4 -1 J t f 767 1 ' 1 t - - - - 10>767 } - 3t Ij i'i ' , j , ! 1 1 1 ` - 1 + t ♦ i t 1 : i f : ♦ •� i(�� �/ r� j .- ; - 1 -� _ _. _ __.. ._ __ __ _. ... »f TT I I t i �j,��NJ MNIL �- -• 4 4---jL' i t t 4 , , 1 s 1 r : L f I ' - - t - ' - - - 4- , : , I I I -�- i I l ✓ �6 �_• 1 ' j 1 1 1 i i 1 1 t t 1 j + 1 + - I N. t 4-4 + } + }. 1 , 'Y R 44� 13 I I I i f i I E 1, 4 1 ? 3 1 # t t 1 } I �. i I 1 i I I 1 : j11�/•1lt� S'�L`I� t t 2 I { 1 } ; fi 1 j 1 +' { t r --{ _ i i I i 1 t i : t } 1 - - ' f qN PROFILE _ t i j 1 I { + t _l - I I HOR. I"= 40� VERT. 1' =4 1 ? i t ; } r 7 8 iJ /O �! /2 /3 14 16 3192 3 o I • A&W TR. /9/91 `n k h Ot DEF- TSP. /S/!L 61��/1 . `T. /t9P. PL,4m!r V V, V 8r. /MP. PLA.N3' CONSTRUCTION NOTES � � TR IVO./2670 s�E T 8 b a h - , "" " • '' "?" t, r f ''? h b 44If V V �i( til b� /8' /B' 5� cQ I ` I �- CONST. 4" A. C. OVER 4" AGGREGATE BASE. t I �' � j.' b Q I a-- REMOVE EXIST. REDWOOD HEADER AND JOIN 4Ltr V Z 5 / 5 Q v (4j t V * �• I t0 24 h 'y, O I II t t EXIST. PAVING. `r.A � e � s a � p .� N � III I fo• M 1 II h h o p o q l l l o �, �, h a h. ,� v ,� b 8 'Otlt•M�A/7a mit 7TC A" IQ V �. a a o. a h Q' o: h' A 0� .� V c'I. } �+ _,Ll� I O--CONST. CATCH BA Al 11l�t 3, �R Cl;-)- STD . • ¢02 ,�w6. !tea h' ti � $ $ � 1 � � 1�. 1 � ' l � � � ops, so.¢. ��o�e w� 4 _•rF� AcA/v) X96 k A 8 a H !3 N �ti /( I I �\ A�� �, q 27 REMDI� f•1•/ST. �'MP R/.SER 41VO -VIAI E-r157-- .� �RC.P To f.A17G W BA.S/N - - - - - Ax.ert awT - �7 \ \ 'L If \� /9c� ?�--N4� �. �/ �j� -CONST SIDEWALK•TRANS. PER DETAIL SLAT. 3• AA COIV3T. 9/DEK.gLE PER C/Ty JTO Otot6. NO�r - - - - 'l• \ M /299 T.C. \ 0- h 100.5/TC. N mrTRoY. l ^ EX /6 /P EXIST 27 R.CP. t fc l7T IMPROVb'hlEN1'� 6.�3 m h /2 /Z �9 a 1� - -- - - � ---N � -�-� 4 � �°� -- /�'``S �n��' � ` - =-- _ racl�r-e~tea �r�f�• - -- _ - - --- --_-_-_-_____� CX/�l. J6"5,t� - - - - - --- --A -- - - - - - y ---- -- -- _ �e• - ~Y -- --gyp- - -- - --- = W LA0. d R G T 27*571.1011 4/ 7. 521 -1751 25°50!9/11 25/ 11281 5. 74/ /6 T. L/GHT I I I A 5/' 2.79! _ MP. PER Oh/G. /t/0• -923 /MP PfR DAIS A/O. 954 I I I \ 8t15 9S T.1/�iE'W y, /Zt 01. 95 4t T.Y. PKWY 0 /00.D ¢ BU T TE,QF-/ELL7 O f 00. L,4/vGh/AM ,• ,.-: t ^ �" ; TEl�It'f+ � /c�i�/ 41 y1 ' T RI?Q VtST� SGy�G 5? 8 1_ A' rl• L� `< !� jQw ,Y 0 I' i1•'i. f�f `_�} f.':� ft L V . IFFY/$'EO �7�JPA ERRA ✓/ TA A F�ORKWAY TD ACCOMMOa4TE GT NO. /9/92 .0X.4. /-zl?-87 2-11-07 76'5.95 TO6Tq. /$tZ0.00 - .eEY/JET MEQy,4iV fO.e.4CG'E��1 fi�,C .¢-ZZ8 A/wTE.�•4ivCE V.0,4'CCE3 Ap o�ET.�/G�. �� P y � CUR VIL!NEAR S/DEWAL JCC NOTF'S f PLA.t/FO,e S'U,PFACE f�L4T�.P/.4L ' �ISTA �A�KWA DESCRIPTIONof REVISION ERRA DATE APPROVE CURD//L/NEAP' 6/DE9S4L lt' JiSI.4LL QE L'ONSTiPUCTEO/N CdN�D��.4JVCE CITY o f RANCHO CUCAMONGA W/TH .S'TO. Ow6. /VO 30�. THE GEN�iP.4L L/�f/EANO SQAUE ,Sf,�ALL ' ,6iE- 45 S//O!� IV O/V T//E L.4N06'C.450E �L 9N. APPRO!/,4L OF TiVE C-//V•4L. Z.4 YOUT OF CURY/L/NE,4R 5A0,GX 4L KS 5' 20' �' S' FACE of LSr�,td ,/y'40E /N T//E F/ECO ANO ,QO✓U6TEO AS NECESSARY TO / / SO �yT EX/ST/N!' F/ECO CO/1/O/T/Ofl/.5' AS' A.�P�POI/c�"O .BY THE • ,�/ ,e Y T.P•4.t/�/Tilt/-PCOM �U�L/C it/ORKS /NSPEC TCJ�? ANO �iPO✓ECT /�L ANNER TRACT N O • 12670 .occESs• Eo�'.y ivy 5EE "YEPT. C��S�-ocG' #0-* ,t SO7 a'RAT6 NO9 01 W7 9V,,ryr �R/OiP TO F/�t/.4L CONS'TiPUC T/ON. THE PU•BL/C HORNS sr,�ET P,�y s�.Yr >o NriLrEo"cL/� �i w/i�t�.*o4PTo� w �,�APAPM:e /!V5'PECTOR .S�`✓0 L .9E NOT/-,-,0 A M/ 1MUM OF 9r,B HOURS RIP/OR TO ANT/C//��'4TEO F/ECO /N5'�!-QCT/O/V. /N PL.4�/FO.eGG�AT/O.c% fACE(TY�� Tf/E E!/EA17- M,4C/O.P CV54N6'E75 ARE PROPO✓EO TO TiS/E CONCE.�TU••4L .S/OEWWZ k- LAIiOUT ALAN, TWO SETS OF �. TiS/E RROPo5E0 C/Y•4it/GE5 6f/•4L L .BE 5'l/6M/TTEO AT Tf/E SAME T/ME T.SiE 4 a ' ~eos.�,t,,yec A,�/� ' /' S',�Mex " ,S/O(/R$ A/OT/CE ..5 G/(/E/V TO Ti4/E C/TY. TERRA VISTA PARKWAY �.. i A . Q / �/ D/S. �irrsr� Ow4.wo.So/ - a9' , 0.5� APPROVED BY �ATVL7-8.� Ir. ,�� Q GTY ENG'NEE RCE No 23889 :�� .� ��� DESIGN M OLE AND ASSOCIATES, INC. RE COMM LADED /2 -I&/ 71-eW Aef',771Z A?, tff hp //Z�UA 1► 5 d, OF SAN BERNARDINO COUNTY p 11 O CONSULTING CIVIL ENGINEERING �.• •+ D�yyN AND LAND PLANNING SHEET ZC74NGUL4R C•/ P/PE �CTAN6UL4E C./PIRr .fwln4r� 545 N. Mountaln Ave.,Sulte IDs _ 1U. T. 5. �i'!Z/Z" R •ILNIM f17C ALN,h1BR.4 fGYJNORY+fE.�f.�! . L�E�,4/G it104/F/EIS G'!/.P6 �i�/Ly f2 9aORY �-A-47O G.O,V. UPLAND CALIFORNIA 91786 PNON� oF-� _Ar KE C K E D - RCE No DRAWING LA0. IV. r.�. ECT'IO/V .4 i4 SECTIO/V .8'r' ,SEC T/0/V �'C'r_C'� ,V4FDIAAI ACCESS FD.0 /NA1A17ZWAAfe�- _--- �'�y DAT / FiLE No) is J55 BENCHMARK: , „ - - - - - - - - BENCHMARK O 96-B 140 AT THE NWC OF HAVEN tVE. i - - - - - -- ti 'o.c- - - - - - - - �' _ T. , 4 T•HAS c. � 19Th S 4 FT W EN - - - - -- - & 83 FT N � 19TH S ET II.. t DRIVE PI w/C S TAG IN TOP 9'4 !14 6/1 44 AT THE E. END OF A HEAD WALL - - - - - -- - - - - - - - _ _ _ Ilk - - - - - - - - - - R - CMP--ELEV. 1430. 686 L V � � y � FOR 3 24" E IND I • 4 O � ' _L_15 v b v i o _ - a l _ - -- - 0 • 44 dos , : - - (� I , r h I YJj t ! ; i , : r _L]Li I t 7/,v L oo fly/AN ONE - I I 1 t , 1 ' 1 . 1 - - - - - - - - - t 1 i i , , r r ,� { ; ♦ - L� r 74 of t 41 r W-1 cr I i i 1: 1 10 CUrPIlE DATA l /2 /3 /� - /� q A0 I l8 /9 20 �- ,2/ d R L 7- -pa-00,00 - � �o'�'�" �s�' s¢�8' 3500' GREENWICH PL.Ayr 88'58'2/'' Sro4 35 3438 ' � .or'�aiavr'�4/,U- 7s �� �'• /t/o. /��7a TR f26?v B E L P IN E P L. • a . r A05r rALL�,4 P.+P�o P To Ro qO , �% C D /6 54 3�3.3a� /4 7/ 7.4ro czwsT,Prc-prat! 2/".Nrt/coc2�P 1 C V b t,� SES �S/EE r t GYE,P SI�EYES fAP E/9• ENO, � � ' 000,001 66.53' 3427' i /v' a�' �z a 8 d 53.78' 26.89' " �' H F O°39'/7" 9".00' 34-43' /7/6 ' ( � � k 3/ 76' /6.01' R HQ /90"00'00 " G.oma' /8 8s' 4� 'ls �' 2� 23 22 2! 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EX�'sT/MPPIiM/I/T3? v � 'V 1' GbvTRoL �R PM sb.g8st2 E '/STING' /ryPROt/EME I'�,'' Rt�P 1. 88 2 , r��c"�rj 2 .tit/d T�AP.!'A il5'T�4 �/�1 �jbDt'/L4�P 3�.S/G�L No. t \ � b • ar�21ra, /� (� V � TE.P�{ - i ✓•�._.. � �' J 1 � W W � �i G G co��,e ovERsr.�Er� � .,f.: . , 5/DEMALK SC9IED!/AL , SEE Srct=/1AZ1e T /G TYP a� R/ Y. -` \ ! !..... : • I OE A # SEC aGMT V 8 `V `►. �o ST�4T/O/V llx r rG ELEI! S.W. ELE!/ f le /Z96, 9/ 8 Q �8 s he a - •7 4 90 �' /297.04 /2 98•o5 , 9 4-95 5' /298, 87 /Z 99.88 x � TERRA NISTA PARKWAY � /01• /5 911 /298.97 /299.45 /14-20 /2 9.63 /300.14 z � DESCRIPTION of REVISION 11440 so 129V, 76 /300,77 r ���• � GATE PPROvE lf435 5' /300.37 /30/. im /�� /2•OL55 ar ,300.50 /30/•0/ Oro a° CITY of RANCHO CUCAMONGA /3420 3' /3010.73 1-401.44 CONSTRUCTION NOTES 10-no TRA /370 3' /30/•26 /30177 CT NO. 12670-4 /5.11-ZO .38 /302.3/ 1-302,36 3r �Aga � R� •`- �-- CONST. 4" A.C. OVER 4" AGGREGATE BASE. � � /5t3S 3' /,302.3¢ /302.85 Ij �- CONST. SIDEWALK PER CITY STD . DWG. /302x/9 /303.00 MRry�. �� R mlw GL nrr � CONST. HANDICAP RAMP PER CITY STD. DWG. "N0. 310. I � I'm is' &TRACT NO. 12 6 70- ~rig wx alle PFR ALNAMISPA t}- /5f80 5' /302.62 /303.63 CIWA� FO ,W Y*A_470. $�-- REMOVE EXIST. REDWOOD HEADEP. AND JOIN EXIST. PAVING. /64-36 /302 97 /303.96 - a- CONST. 6" CURB ONLY PER CITY STD. DWG. NO. 301. . TERRA VISTA PKWY. ' ; t �• N' // INSTALL STREET LIGHTS , 9500 LUM. Rs�S'' - N /(o�•l00 's' /303.1 /303.s5 i, • MAX. X ,. - • 174-95 3' /303.5(0 /30¢•07 '� ,� � �3 � � INSTALL "FcEDWOOD HEADER - � APPROVED ROV E O BY pt 77 /©--CONST. 8 CURB WITH 48 GUTTER PER DETAIL ON SHT. NO. 1. h y 11 t,4AX. ATE Z 's 17�4s /303. /3o.F.70 SiDEa/A�K ia�� G Y ENGINEER RCE No 23889 /8,1-05 5' %/304.06 /305.09 i"XI/C�•N,� Q = a- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. /8425 3' /304.L/ /304. 72 \,~ 8(�- CONST. LOCAL DEPRESSION, CASE C PER .CITY STD. DWG. N0. X18. GF 1 `"'�� I DESIGN MAD LE AND ASSOCIATES, INC. RE COMM N ED G �i/E A A'P1DR A6Q CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502 (FOR 0,S/ OF SAN BERNARDINO COUNTY /84-90 3' /30-¢.59 /30$ /d AcN4Me�a4FaUrvo •rA-fib W & V, SEE PLAN) . '�A 1I 2f $ ���• CONSULTING CIVIL ENGINEERING /9f/O 5' /304. ro7 /305.68 �- CONST. BARRICADE PER CITY STD. DWG. N0. 404 AND TEMP. PAVEMENT - DFZAWN AND LAND PLANNING• SHEET /9•-70 5' /304.W /3057,IPZ PER STD. DWG. NO. 405. ) l� / ^ T/� 545 N.Mountain Ave.,Suite los /9t 9D 3 I3o4%8 305.4 YARD DRAIN �AlZ ®- coMsT s/vFwALK TJ?AA/5. �R �/L sIT R/GNr. S/DE VAL le DEr ll. rrpIC-41 5-6rio" �C'� UPLAND CALIFORNIA 91786 � OF H 1 X146-29491 ntrs. _ ----- N.r.s. HE C K E D R C E No /4 1 31 INSTALL �4K'TANGULAR C.I P/PE 3"X /2 ifc",PFR ,4Lp,4MBRA fO!lNG.Qy 0,4-,*,V /' =/01 -.4 DR AW IN G N0. W1 ADPTaR AtA-•480 . (3EE YARD PRA IN DETAa dDR/GNT) DA FILE NoO -ZlWf- 1 4 ...4 ^ ,__ _ _._1 -- -..1 .��....,....*- ..�.._t _ ,....f.. \..,....�...,....,... ;_..t_...4... ,...., .. r 1 ..�....,. 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' ' x �' 1 IAr D o lm z- O N Z ! to � a n O Mn1 V oin � � i ! *4 low I D rT1 �► Z t----t-- - H y '�•�' 1►� m 4 + C�Z _ 2 ` O �� - 3 N N O D ` - r._r�_ tt-4 b H z p v z o O � r � o r I - t - - - - - _ BENCH MARK : , _ _ - - - - - - - - - - - - 71 M , Y ; - fi 4 j BENCH MARK NO. 96-B I • 8 j � THE NW O HAVENAVE. � ♦ t t 2 j 9THHST. ,C44FFT.VW. +VHAVEN � A tf & 83 FT. N. 19TH ST. SET } 2 t I t DRIVE PIN w/C.S. TAG IN TOP 1 i �aG 0 r i- N AT THE E. END OF A HEAD WALL " CMP--ELEV. 1430. 686 ' t i FOR 3-24 - 1 i 1 ; i j i s , i 1 3Z.;7,0- -4- , ; } / I- T -4 . ( 2..73 - f 71 t" I - � i } } 1 } I I - 17* 3' - } -� -�- 1 45 : i Z&T� 1 i - - - , IL �y ` - -- p - i } { t r 701 1 1 1 I I i i t - - - _ - i f vv I , r N i PiPOF/L�' s i O40 .G. t , 41 42 m 43 44 45 46 47 48 49 5o v� 5/ -- BASE L &NE -0Afc G 14 902.00 + GMCI, LIN 11 Are a �✓ [.c✓F I n R/W I N b8°23'l7"E 199.83_ -a=~ BX/Sl Vcz 1'VMr. N EG ON LINK I -� �L !329.23 ' j7 T- �c I 32 .did .G. 0 e LINE RO. 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T� y /IV2a•,007 740r G o eta 'Y I N 89° 9'o3"W- 114, 7 '! i , _ - EXtoT R/ __ N F'� ' v • N89° •0 „ W /I4.40' N87°2 /9 _ 9.44-rc._ 2!- ' 1,32 W 49 00, 4 .00' 4s 00, 4000' 11 11 �a�44' ne' /e' 0;/ N 79 /2 4/ w L I Qrf' *'.CtJ� e i r /.328.77 [`L. ���"`JJJ �, � /o �� t2 i /3 �¢ l5 i� l7 / ` �� n � �p V .eEY/9�0.IfEO/r4�1/FO,e.00CES!S fde iJf-Q/.vTE..t/.Q.r/�'E + � �� t} h � V � yE•!�/C'LES .4O.�E0 DEt0/G.1. ¢0 f/O -t2-dG TR. NO 1270-3 � � I ` �� ( � � � � � � � �W � ,� � ' V5 11 v N t m ` GONVr1.t5 OHOWN N I.AN,��`I�tANO IN46F XV ro DE 2 � Q : ^ t : oo + � v 11 W ' � � u Nc a ° ^. Q DESCRIPTION of REVISION OATS [APPROVE CITY of RANCHO CUCAMONGA TRACT NO. 12670 - 3 CONSTRUCTION NOTES GURVE l7r4rr4 . W N� 9115L54 'SASE LINE ROAD I 3 ' CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304. "mEI OM 3/lEETN0.4"' 1005, 04" /0000.00' /98. 00' 99.00' �-- CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. A B /°O$' 04" 10027. 00' /98. 53' 99.27' I D--�- REMOVE EXIST. REDWOOD HEADER IeaM G 1° 08' 04" 9940 oo' 19(0. 81' 98.41' IMPROVEMENTS FROM 40+00.00 TO 51+00.00 �- CONST. 6" CURB ONLY PER CITY STD. DWG. NO: 301. t 0° 53' 53" 9953. 00' /5C1. DO' 78.00' APPROVED BYX. ATE /Z-�-Bs !�- INSTALL STREET LIGHTS , A$GtD LUN. w 0'53' 53" 99(o5.Ot� /5�0. l9 ' 78. l0' ®---- INSTALL REDWOOD HEADER. (ex4I 0' 53' 53" 9993.00' /51o. 03' ?8.32' GTY ENGINEER RCE.No 23869 �E• -dl;WR7- /2 6 0'l2' 38° 10007 00' 3(0.77' 18.39' RECOMM N ED ©--- REMOVE EXIST. A.C. PAVEMENT. DESIGN M OLE AND ASSOCIATES, INC. �--- CONST. 6" A.C. ON COMPACTED NATIVE SOIL. M 0'/2' .16" 10047.00' 311 92' /$.46' 6-y OF SAN BERNARDINO COUNTY �--- axie ' Berrie yr FER cri-y S7n. 17r,+s. /uta . 0°/2 38" 100100D1�' 3(0.97' /8.48' CONSULTING CIVIL ENGINEERING A 11 L $ J /0'3G'22" /80.00' 33.52' 16.7/' DRAWN AND LAND PLANNING SNFET �5 -GONJT �tNGAf'O}POAC,F! pie G/7Y emowe itta a0•l� 549 N.Mounteln Ave.,Sulte los `�C=// H/m�'• K 11°5/' 05" /$0. 00' 37.23' /6.65' �� UPLAND CALIFORNIA 91786 �_ �F�_ ®a-'SEE SHEET�tIO. P fD�C L�ET/4/Gg L l8° 18'25" 204.50' G5 34' 32.95' N �(71 ) °146-2949 17,105142" 204.50' loo.90' 30.68' NECKED RCE No �' DRAWING N0. W H.H. OA 4 FILE No I�r�•7N.5 955 =t a • : i 1 BENCH MAR f' ` L�2 - -- - -- - - - - - - - - - - - -- - J- Tr - _ l - - - - - - - - - BENCH MARK NO. 96-B - - - - - - - - - - 4- T THE NWC OF HAVEN AVE. A J i ! U T. ' Y _ - - -- - - -�-- - j; *- 19TH ST. , 44 FT. W. HAVEN - - - - -- - - - - - , - i r. 6 83 FT. N. 19TH ST. , SET - - - - - DRIVE� PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL 1 TTI FOR 3-24" CMP--ELEV. 1430.686 - -- _ _ - v .. tF gf 1 • . IV 4r. l • � ♦LY CrU ' • I - - - - - - - - - - { -- { 1 � 7 i 1 I ! 1 , t N r. . 1 ( 1 T i {{ 11 77 {{ t • l 111 T . % l I 1 - � 1 1 I e* I j�1L { ' 1 ' 1 1 - Gii. � ~.�/ SIJ ./rYG' �� 2> ��i ~ ~ i i i ' f ' -- ' _- - A f — �� �': G t 5: t r1 deo I , 77 L i O ' ; : 1 ' ' ' - ; - 1 I ' f 1 - - - - .l v $ 1 ' .�/• ' Vh1 G�N t + - -- �- - - - ----- - -- - - -1-�.._ - i - �-- • t 1 1 • T / I � 4 !� 1 t tozdP L��� III///"""! ../ 'Y��' ' ; ; , � � ; � � . , 1 , , i 1 I �• ��� �: :�1� Q) ` j ; 1 i 1 1 f :i i t-4 77 - -�—f - : I a1 I i 1 + + i t �XJ�`! U tom' ttir � �- Jytr , } + 1 + { I I - - ' f 414 '. I f i I 1 . - - - - tRi t 1 ; -- s i t _ _ ; _ r { - � } i } 1 T v t 1 ! I 1 I 1 - f 1 i i PROFILE• � ! 1 L. ! •u1 i i gr i 1 i 1 1 1 i , i tiOR. ! 40 1 I i I ! 1 - - T - - - - - - - - - i 1 i 52 5 57 58 59 coo 5/ 07' ►� �, 6, jr t r s /33/6,5 ''cam U p 1j o z it 1 4 2 2 'IR $ ,n 14 - - -- -->, t` PUT 1�1w �` NN e,�' OC J00o _ � - _ _ rV. 87°48'AO"r 100 OB_ off I 56 E r - - RITL/RE C1lR� I I �.1-51 z� W V a - �1 N L/NE TRr11V6iT/0N ! -,161856 VO/y�IV T W —GROW I " \ 133 2.72) �o �� I I��O 5� : t lee 81 5J5 4 NW _ '� �`1�2J 23 TG, 1328.85 r'G. I1,,N 5 s4' 1l� _ _�.' N 67 36, — I _ 3. I.�2B•35 F� ( SGT/0/V LINE ¢ —'� -+— — \ / 2 8.7 f — —' — °53'56,'W r dm5eL/NE R ,t7 r— N ' 'So•1 �l1 _ -. -- S�GT/0N CORNER �n/5T. /g//Y ------___ __ 038' - / ', Im - ' /529.41 rc. _ \ /W ME47ii4N - • -- - N a •Sto'l�"� � of �a/v�rie/�cTio/v �----� � � s _-_---- ti• � w 91 F5 Tl3 9.03 T G. 328 /328.98 TG -- - � N f� 1i28. 55 P6 /32 ¢8 FS I -� N 85° 54 5D l2 cis '� -'" a /e/ - – ---- ---•�a�wgmr -uNE ' N 89 53 5ro W I E t p h 5X15 . R W N rA3T OOUNP LAN-0S u - J y �T'uRP 6 G � ISM 410 T.G. I 2 '� Ate' 1327 73 FL• V � p' f71T11I'CE I'C/l'N . ROAD BASE LINE a� v' ' 1 M/N• 1 p� �1 a CXOWN LIN5 Z T V4 52 f 85 i GdN5T. ,DA5rLINe im4v - - N t s r �N/LLIKS/V r4VE/VUL ,-- Ll l M/N. I ' 1 -'' i ' pm6 4j� ST/I.5' 6,b 3f76: fl1 I • I ��:-'' !L, • __-- �� 0, �, t.S�ANGE LUMENS "egAF� fo 27,Sa� 4AI 7Y� 55c RON U 61 -06V..13DESCRIPTION of REVISION DATE PPROVE 0 rVA6 V14 r�4 I 3TC. 52 t 85.8/ Td ✓T,�. Q EL N II �s CVM0TXUGT70N NOM45 N a r R L r I 4" o10ccrl5r CITY of RANCHO CUCAMONGA l ° 0.9 50" /ODG1�Gtr' Z03,14' /0157' ' • /° 09 50" 997,3.00' 202. 59' 101.30' 0�� I 5a---CONST b" GURB W/TN ?r1" 6UrrER PER Gl rY oTTI� �G N0.303 � - 4 coNSr. 6 GURB olvlr PER Glrr s77a. awe nro. 301 67' TRACT N O . 12670 G /° 09 5f0 9944 AO 201. 92 /00.9(0 I IN5 TALL 3T'REE r LIGHTS �7 5�LUQ 4V.4 TYP' 26-5'-80 A)'T.4l- tee- -so iw k a 89°Ol'O4" 35.00' 54 38' 54.41' --IN.'S T,4 Z_L I��WGt7 N�IjVEX (2"X ro"J HE/Gh/T- OiV c�fL TRA�V 51,6WAZ STA/✓,D�,?b �T�Dii/ a 0� BASE LINE ROAD 0"58'5ro" 3Q55-000 0, 55.55 35.30 ' j j= 7' 8' 2/ Mr-WOVe EX l5TT A.G. rA I/CW EN r lI' 7' 28' 8' 0' .�0' 20 7'_ .� -- ' ✓V 10 50,22" ✓/.0 ' 15,/-441' 35.52' 2, 4, M IL L I K E N AVENUE E N U E 6 89°09'38" 35.00' 5447' 34.49' �-- NST ro A G A'V GOMPf�GrE/7 NATtvE 3dlL {� 2°26,'28" 200000' 85.2/' 49.61' �� 7' �aAWGUr � JOIN rxt5r A•G. nr 5Moom r713E EX��r � � o • I 3° /9' 07" 2000.00' /15 84' 5794' a+n , i f IMPROVEMENTS FROM 51+00.00 TO 63+63. 10 ' J 3 aro 5/ 20t.Y�.6,b 126. /(o (03. 10 s��si� .i �,; o �. o �; APPROVED 6Y ATE/t-l/-� i o RX/nr,� CJTY ENGINEER RCE.No 23889 MILLIKEN AVENUE � 0.83' a DESIGN M OLE AND ASSOCIATES, INC. RE COMM ND D 5•�3 OF SAN BERNARDINO COUNTY It 2 I I CONSULTING CIVIL ENGINEERING pRgyyN AND LAND PLANNING SHEET /2 549 N.Mountain AVG.,Suite 105 / UPLAND CALIFORNIA 91788 PHONt (714) '144;-09401 ' Fu rYPICIAL 5f!GT70N 5 NECKED RCE No XfY OR AW IN N0. PrA. 1"t 5ro.Ili Tb ' Pi 50 t-07'12 WH.ft OA S FILE Nom s 95 ,fie.yq 5'v c. - - - BENCH MARK : t s , t sL �. f 1 1 I C 1 - -- - - - - - - - - _ I1 _ BENCH MARK N , a. 96 B - - -t - -- - 0J } � } - - - - - - - - - - AT THE NWC OF HAVEN VE. i rPl= vPI= o i - - pt"t / Q .. + , } G. • Q.G. : G T -} - } -� - i --1 �� - - i - i : _ _ 19TH ST. , 44 FT. W. HAVE t; Ito 11- fa & 83 FT. N. 19TH ST. , SET t * + i 1 � °4 = .')l - /t , ' DRIVE PIN W/ . S. TAG IN TOP o{c o. $ ' Lk" 1/p /3/6 T7 t ID• ? - - - - - 1 �j /- - - - - - AT THE E. END OF A HEAD WALL � 2 .9� FO 3 24" P ELEV 430 686 Y 10 \ a V ; �. to _ -ate,: : �, , � 1 � � 7!'iN=�36� - - �9� o � � � � � � � X � � , b lh1 y, � Ut• �i C9� .� � � ¢�.¢1 GIC. - 0 e �/� d� 9rr J¢ Ili 1 , All , 1 - - -- - I - - -- - - } - - -� - - ti i � 0 1\ ; rl) it } _ � �`V 1 W : Mftmm mw* t • SIC , It b JV'p x/4. 99 p woo _N A3 Ulm A is t t : - - - - - - - - - - - _14 t , I LLt_ I t-m I I- I I t oCcR- 7- 41 L__1 _ l Z t T CASCADE CT. 3 S 6 7 g 9 /0 E- ss/T BIRKDALE PL. -' s r'10 h _ \03GI EIVV / \Q I O�, b g ( I * h�1 "'��- �'V P 13 7x [ I I. 0 J Sy L I — �' "�,, J _ 6 r� r B 't �v` `Y /7 , C� e /9 20 Z/ 2 2 j / �^ `y�,` ° f SCALE 77e 46 19115W-4e � •� — � s• ����. src. �. - ../rte. ' •• • •.. . �� 7 • .' HINSDAL PL. . / b E O I I ! �• � �\ � _ o� H /a.2i,� �' (�� 1 ,vtrss�e•'w � .r•c/,e— � • � � � ���° , �� i � E S� /0,K�T.4 �• 7./T ..,:• / X L t. ` II , ..r V� 1 6 ,19.z/ /!Go 1^F /c•c/ L %c. I V V ' ��o 400 44.00- 1g _i ?.� p t` —— s /x,���c� R.4cE 2! 30 31 30 29 28 27 2 25mos „sem �3 slot • h -� �1 �4' 4 1(x.00 x � 'f#/ 8 G� cf �' tV• � C��s ��, 1. '� Ale. /'2b"Tl�-/ ,1' V 7 / 7 �ro'i�-� 14 t 8� r �� 'x x x Q 29 28 27 I) cr�,Pr� aa-r,4 MUIRFIELD k � DRIVE M. r2670-� o i r / oG i DiQL1/N l IN �6�e 87 o {�� DESCRIPTION of REVISION AT APP DATE ROVE CITY of RANCHO CUCAMON-GA 25°¢o'3'l'' QG�Qv' ��'3' ¢.5..58' .�. o.c. ac. � � gfcd TR l2�oT0-2 � !� � TR. /26 70- 2733'¢8" CONSTRUCTION NOTES OTRACT NO , 12670- 1 27°33'¢8" 2/8.,w /O¢.87' CONST. 3" A.C. OVER 4" AGGREGATE BASE. d t a 'TRACT NO . 12670- 2 ¢2•¢/' 27,20 •f CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 a 311. �' Z /8°38'2 " f82.m' /56'8/' 7�//' CONST. G" CURB WITH 24" GUTTER PER DET/tIL ON 9HT• 1 . 1 s��.$-- G CONST. SPANDREL i CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=3• ) . �• ' '' ly p0 c y TRACT NO . 12 6 7 O 3 & 12670-C /8°38'26'/ 5-a.Gn' 67' 82.x'' EDGE c►r PAG PhD=!72 _ CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. �°•� � �y' � �E,Q I IR F��L D R IVB` �--- INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. / �� GO/v?l• RE R CITY Y DWG. NO. 401. 4'd/GlPVat a— INSTALL STREET SIGN PE C STD. D �� Eta � � _0914"H. APPROVED BY �- - REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT. Ave 6072/ /V'LY• 0 SLh �' CONST. LOCAL DEPRESSION CASE C PER CITY STD. DWG. NO. 518. �'a�- " -�/ I 1 ` �ATE�Z y 8 ' I 9 GTY ENGINEE RCE.No 23889 CONST. CATCH BASIN N0. 1 PER CITY STD . DWG. NO. 502 �G (FOR W i V, SEE PLAN. ) —� 6 16 G j LagL ,C.tP,P�S�"/OrV LATA/G /t!Ts �b J _ _ ,�. Ib�• DESIGN M OLE AND ASSOCIATES, INC. RECOMME D D YAftoGKWN!`rYR) • -- Gy OF SAN BERNARDINO COUNTY ��,6lr1 lO ` TFT. /2670 CONSULTING CIVIL ENGINEERING &Vr• V DRAWN AND LAND PLANNING• SHEET {/ALK 05TA/L \ / 549 N.Mountain Ave.,Suite IDs - - c O fC./tI UPLAND CALIFORNIA 91788 scr4Ce : 30' – P N�(7 4) 946-2949 KECKED RCE No MO DRAWING N0. r� /VI.HH rte:-7 955 OA FILE No t v:=r�o37 : - Yoi32y1 BENCH MARK : • 4t.4-/ BENCH MARK NO. 96-B :b c 0 t�� AT THE NWC OF HAVEN "S n�14 e, °14 VE. i 19TH ST. , 44 FT W. HAVEN 83 FT. N. f 19TH ST. , SET Q U V \ - - - - - _ - - - t - - - -� -- - - - - - -; _� i O - 3p1 - -^0 ��'t, tt� U I DRIVE PIN w/C.S. TAG IN TOP O O `I. . : AT HE ,/- _ d _ _ T E. E �X/�I.��'a•'�'V �/4 4�• � t1► ND OF A HE WALL /' FOR 3-24" CMP--ELE-V. 1430. 686 � � - -- - � - - - - - - 1x65.66 - - - - - - - - - - - - - . � - - � d rt �- �,`.�• - - - --6Q - - _ fit + R - , i 1 i th y VFI = !3 :).1.5 71 1 324 :a - - - p ��* - - -- - - - x �: 5' N � �: .� � 57.5' • 4 e t 7 - - - - - -- \ i - - - t- � -- -- - - � KP/. I3 1.79 r.•/ N4/ GY �CC�'R� . z� � N � N i i i 5 0:JOL - - - O - - O �� - i i i :�7C'/STAGY/ o _ . e -e -A ► ' �' ,rte U �O 7 _ _ . . . . . . . . . . . - --•- -- J - •+- - c - - - - - - - - - - - - - - - - -- - - - -�k. - - - - - . . _ OE \ G - - v - - - -- - - - - - - - - - - - - - - - - _ i _ _ - - - - - ' s / .�r Q' -moo KE. ��-�V \ /= PI=/307 7 - - - - 0 U -• L=i3o3 •� �' \ s' /s' &A; i i 1 i i :►• :o _ ,. r\ t oc. oe. -e► T/A�/ i 1J�ir9f/ r 49111� YAA 1A (3 r CSC L - - - - N �� - - N - - - - - - - - - - - _ _ _ + _ f - i N 8 8 _ Ey} -.- - 1 `- VR -I3o 73 Oto yc� N . �: o i i ''LY. �`" q o� i L- 7 � \ - - - - - rbc �ro O * 0 _ 0`' i i - �` Ao t ' � � OG �.G .� i 0 �` s � f` \ _ . 9S 1lC 0 �`O ` ;i�. �• i � i i ' ' i + i 1 i i i i i i ; Ote , 04!' �! - l► , : �� i f I i N y; . `\ \ „) t9- V •i : %,r%oftor -e�©/' _ '4-Y Rim 5 's /� ; coo : t t t r } :� + + C VPI 347• f i ; (�/� Q i , -;"'a Qj W t /j C 1 ; 4r L/ ` _ _ _ i _ _ 4 A b 'f - n - - - - =-�t. �`- c8 1310"" . q� > ' 3 � . h a ! {{ ♦ j . ` i + O i • f t P.PoF/GE' _ - 7�' *, i il 0 / Z 3 4 - - - - 0 I 3 SCALE - 40 " SCALE 1~= 40� 2 a p 2 MUIRFIELD DR. . W 3 TR ASA rl�-oe c� s Er 7 p p M Ab 11670 � ��$ c - � Z � /4 I I �'►j 2 I I hj� 1\ lu 2J7 �T r-- J1 ?940'~ ss/� _ - n.o2 b o - PWC. A/o ' ea 9sq �• - 07.9'✓TC /203n i3 /�►.G3TG ,Q '.��� �' � � • , '•cam n �; I E 07-404 , N %/,sail 6 ` r'E' A /l.•/J t 6 ft \ ► /Q , ,, •► r2'�72�'�t/ L l F ss N 00 o¢'ie e _ _ • .: N 37'2 mak/ N �15"N s D'1 oo.6i \ 07•/o G o7?9 b 2 t4y� /G.7x r•c. G"E �• y o6 iii _ �8I' ° ��s I ocGo- o7.g� �t /G z 1�.� I ; �� •. 10'F1 A � �` �,� � ,�., y 1� 1 •�� I � :1► � - .13 Op D 0 _8_ 1 _ -� 'ly/ ••. > \ lc L Z Gd TSA 5' a � ,,� :.� 14 4i 9oe. �,�� o see sNEET /3 t� �- 0 Gd PA Y -mss ` ' \ '�3 o o0 11 ; 0 2 3 2 21 Z O / 9 ~•• y. '< 7 /3 �o\' / Ito. �t R 25 24 Z Q� �B I ( I W Is 17f 8 J\ $ .,� DR• HINSDALE PLACE WOODVIEW DR. .,TERRA VISTA PKWY. � 3� � cuftt/� AA +� � • TA SLOE S3S/EET 3 . o ..L` ..z Q g0•oo'ooM x7,00 fe 4I' , GREEN ICH PLACE . 0, /5. - __ �e ---- 18"00,00 , X00.00 3/ 4 DESCRIPTION of REVISION GATE APPROVE �C ---- /8.00'OO• f67, 70 ` /46. 95 74.Ot'i' �� 4J' ,� t*!' �• - �p)---- q�j°Qp'00' '•b.00` C5.CC' q�!•.49' CITY of RANCHO CUCAMONGA CONSTRUCTION NOTES ' q)__08*_w7'f!f ,4y/a• 00 24 =4'`7� ''BRACT NO . 12 70r "lO�ti1 p��Q� CONST. 3" A. C. OVER 4" AGGREGATE BASE. (5- /2• +/ 'f2 ° �DD•00 ' C6 47' 33. .97 TRACT N O. 12670-4 CONST. SIDEWALK PER CITY STD. DWG. NO. 'S. 310 i 311. O7. 3/' /Q r w2,00' 37.0/ ` 1a•63' �-- CONST. 6" CURB WITH 24" GUTTER PER DETAIL 0Iv SHT. 1. , r , , GREENWICH PLACE �--CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=3' ) . �H --- /5° 00,00" /1e.00 2AI•� /4.7✓r CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. - /osr• 00'00• se•oo 09.64` �9 s2' HINSDALE PLACE VW @---INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. Of ^� ( ---INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. APPROVED BY DATE/Z- -8 0�' g �G V �----CONST. LOCAL DEPRESSION CASE 0 PER CITY• STD. DWG. NO. 518. _ RCE. 2 CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504. (FOR " GTY ENGINEER o 3889 W & V, SEE PLAN) . DESIGN MOLE AND ASSOCIATES, INC. RECOMM ND D 0 �-- INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. '402. OF Gy CONSULTING BERNARDINO IVIL ENGINEERING �a�' II '�- 8 E!x DRAWN AND LAND PLANNING• SHEET be43 N.Mountain Ave.,R Suite 86 6.FB UPLAND CALIFORNIA 91786 os 8 OF 19 P Ng 14) 94G-Qg49 _._. NECKED RCE. No /¢9/ ---�- DRAWING N0. 7� 955 M�Kf�• OA E FILE Nom_ _ I i t -1 1I I r r , r r • 1 I r I I - - - - _ -- - t H BENCH MARK . BENCH MARK NO. 96-B - - - -- - - - - - - - - - T T NW HAVENVE i Y 19TH ST. , 44 FT W HAV' - - - - - - - - - - - - - - - - - - - EN i 83 FT. N. t 19TH ST. , SET - - - - - - - - - -- - - - - - - -- - - - - - - - ' DRIVE IN /C S TAG IN TOP ��� • _ L /� Q c. /¢ ` ATITHEPE E. END•OF AAHEAD WALL I3Qo' 8/ m•c - - - - - - _ _ FOR 3-24" CMP--ELEV. 1430. 686 I t • , I f ° �' 177- ai4 R r r r J3b6 - - t - I - LL Lg - 1 H I +f - - - t , 0 ff r , _— _ - - - - _ t J ­ I - t 141� 1� v f r o ao� . 1 ! 1 t . . r I . { 1 PRO /L ? 11 i 1 1 E 1 r i I t t- } ffil } 0 / 1 t 2 3 4 3 6 11INSDA .tb �tc7o S sy LE pt. 7 46. IM70 6'' • e , s � lifttoo . Engle s � - lll210 77 /ES 17 4 7 � v r X27 ' 1'� - ` ��d0� `44x0- - Ls` �T32 y�2 ` / �d11� f /V�pOE PL N c� I� ,� o o�: Itir­-4 `o¢� " s�� �° 2 E ,t ►3 oy (o' off' Ib o� ti i Y /� k�dl�lErs1 G I _ 15�� V 3 /N .Q� .'1Dl//E!s1 O.P/�/�c r'p� gg'� �x.o'!�t I oa I •' AACE Gly QJ99 r/'`72.G2� G-PEEN!✓/CrS� �L. o �s �`� fi I ot.67 y f24.00 �.00 _go. o _ �s 00 _ o0 40.00' _40_0 X500'_ _go.00 _4.0.oo_ �5 00_ _moo_ meq. Mq1� � ZS 23 22 21 20 /9 / .Z 3 '¢ S I 4le X = 2� 51DEWALK—MAiI�C GREENWICH PLACE BELPINE DR. / b � ESCRIPT ON V WOODVIEW DRIVE � N D I of REVISION� ()ATE APPROVE CITY of RANCHO CUCAMONGA �• �, ° TRACT NO. 1267 0 e R L r 6e� - ® TRACT NO . 12670-4 CONSTRUCTION NOTES -►-- � � • • WOODVIEW DRIVE �---CONST. 3" A. C. OVER 4" AGGREGATE BASE. G d c �--- CONST. SIDEWALK PER CITY STD . DWG. NO. 'S 310 s 311. � ocr APPROVED 6Y �ATE/L- -8f- 2'� CONST. G" CURB WITH 24" GUTTER PER DETAIL ON x•17 1 • �o CONST. SPANDREL i CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=3' ) . R d� G� GUTTER CITY ENGINEER RCE.No 23889 CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. 0 MA LE AND ASSOCIATES INC. o'� DESIGN � RECOMME D D �--- INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. / OF SAN BERNARDINO COUNTY D► �� Z $ lO-- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401• Z&V,4L LW1?r,! S'/o� ACLcr,,41 ^•NTS• CONSULTING CIVIL ENGINEERING &- _CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. — - DRAWN AND LAND PLANNING SHEET @__ CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502 (FOR 549 N. MountalmAve.,Sults 105 �C41 UPLAND CALIFORNIA 91786 9 OF W 6 V, SEE PLAN) . P N�(7 4) 9A�c-2949 NECKED RCE No �'¢ DRAWING N0. WHN. OA 4r FILE WMC—M 955 � . r t + i BENCH MARK : f f I i • ' 8 AR 96-B - THEMARK OF HAVEN VE. i -. _ L a - - - - -- V�I=�32 . - -- - - - - - - ST. , 44 FT. W. I HAVEN t f t I L !>/• �. - - - - - - - 983 FT. N. # 19TH ST. , SET 111 : 4. DRIVE PIN w/C.S. TAG IN TOP lw' Y: -� d� � - -- - - - ' �--• + - � AT HE E. END OF A AD WALL l9 / 2 1 T HE A Ll / C. FOR 3-24" CMP--ECFV. 1430. 686 10 400;/ a0.CC5'` �N } j - - - - = 3.7/ f a N 2 V 2 Q � , i \ O' >=. i 14 Ilk a/4 am 4 I ' I J Jt 1 e' i to W L 44 W pL [1 { ? J t f ; f i ",: ;, o t i '� j q " I jt ` t./ , - - Lw; 4 . t { 1 i ' } i : t t :v 1;3 •6 t :�. N - -- - - - - - - -L -J 7A { 4_ 4tv - f4. 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T Lk'51:Y R Wrd� Y' + t / 7' �• . t -- -- -- - , • . i Q? 5�L y � 1 1 O / 2 3 / O / SCALE f 40 2 SCALE1,140 a = 40 O 7 � 2 i N 3 ; 77 Ale A ie-e SCALE 40 / •d � ,. 'n � �� Q ANl1R V� 0i1 •G� Z v /O !! 0�.00 ctsc ZF' �.rr 1, a "moi• s II I) l 2 3 4• f x, lN1. : 2 t 25. 2 9 � Mull 11/4-L,D D-11 V= 'l���� ;_ >>'� _ �b I Z p^ \�O s�9 _ 4 t O !o _�" '� t� II M�1 • I ` 79 --ce% �ocn'- A6- 8 t�(T / �S '��. 1� - QIT ��9� qao F II I i r a /d.77 r� 2/.t2 rt / 2�•0 Zd ��T-�w �O / di l M7,�'�rb� ld A �° 2� 'I D fi ` I I I tt vlt , !7 d7 20.72 " F <i G 1• fir; 7s. P r� II 0 / /�� GB�d _ 1c �I. Nco`04'/8•, II _ ^Ipp•O4%8•E O 1 _ r.9. / \ �, - Rs 43� 2g�p. N 9'S5'¢2•�y i fi �$ y 8 �0,�3 �y1,� O 2kG I td.l5 � 2 4,t y 21./c rc I y6 a� w fs 42 l D � b � j 1 L yy�y �y ` u R. �t f E J� I / Q9' _B8�' H ` • V _ Q MUmFI� 0 i 40 �E'E Shr ' S ` �Jt ^ O 7 .� �� ' v S� I IL°C / /� /3 �� 4•- �I < �\ v A�' 4s� «r rx/s sr,T. /6 / +f , 8 I o , pfi�2y b II I I 8 I y`.�� �� `� g U /5 tfD 9 A oil I k O V O 4. CANTERBURY COURT . �Lr RIIENT 7I�/.1s �i{E'gT' BIRKDALE A EISL CCASCADE COU� fi _ CURVE MA TA DESCRIPTION of REVISION = � � DATE JAPPROVE �- so•l2' /5' '"2.°0' //7.07' S9•/5' CITY of RANCHO CUCAMONGA Q-- 2s• 4o'39" 390.00' /aG.as' 79. 7 ' TRACT NO . 12670- 1 co-- zo• /5'�7" '%6- 00 ' 13°' '' ' `5' 'S' TRACT NO . 12670- 2 CONSTRUCTION NOTES �- 16. 000'0` /10.00 ` rf.32, /4. 75' • \I► �- /0Geoo'�J" 38 .00' G9. 64' 447. 5-' CASCADE COURT BIRKDALE PLACE �- CONST. 3" A.C. OVER 4" AGGREGATE BASE. O-- CONST. SIDEWALK PER CITY STD. DWG. NO. 'S. 310 c 311. �- /�° oo' oo" 102.00' l7.ao' d• 72' CANTERBURY COURT ®�- CONST. G" CURB WITH 24" GUTTER PER DgTAIL bN ORT. 1• G /910,102' 02 o A$,00' 122.p2 ' t0! • 55' INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. APPROVED BY DATE/Z-9-81- INSTALL STREET STREET SIGN PER CITY STD. DWG. NO. 401. 90• 00, 00" 27 00' 42.41 ' 27.00' GTY ENGINEER RCE.No 23889 I 90. 00, 00 1 C7. 00' a9 . t4 ' 97- 00 DESIGN MA OLE AND ASSOCIATES, INC. RECOMME D D J 3.5. 32' o2 ' a4. a/ ' se.Go' 27. /8' - G_f,! OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 543 N. Mountain Ave.,Suite toy `Q 4T.ro UPLAND CALIFORNIA 91788 �O� �F� H (714) 9z G-2949 NECKED RCE No /'¢ DRAWING N0. 1�1(N H OA FILE NOIc-���s 955 -V- ti j --t --- ----- - ---- -tl t -J I i BENCH MARK : BENCH MARK NO. 96-B ' - _ - _ -- - - i •�j.r - - - - - - - - - -- - - - - - - - - - - AT THE NWC OF HAVEN AVE. i HAVEN 19TH ST. , 44 FT W V 1\ ^ & 83 FT. N. f- 19TH ST. , SET - - - - _ - / - - - - - - - - - - - -- - - E PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALT, y. , t�j Ih / FOR 3-24" CMP--ELEV. 1430. 686 - - - - - 3 - - - - - - - - - . I L I I I tt� V 0 7e7 A. 1 1 u � °/4 I' ° ` ,� �• � \ ( Qct t - - - - - - - -- - - - - - mom -- - - - - N - _ S 2 o fit - - - - - - - 7�4 44�44 N t I - m � OQ ' t , Pogo A6♦ i ♦ i �• � \ � 4 1 ' � /3/6.9/ �_ 6 � O t •�o; � ! � t t N i i i - - - - } t •P N , i N 1 Al , - 0.73 1 _ 9�0 i J—— t i A a I t SCALE / a •/0 2 � t; I SCALE s 40' /2 /� 4 O •-31'� D !S /7 / yo �_ 2Q � II /)i ��,.t. 25. 25.86 7L 43 �• / s 14 ;I 16.912 ? •3) �"r \ At. "�•�qi ` Qom. ��•�?� FS G fy �5 2 H I _ r 38'/2 G hGt rs Fd tz7-4r .v7 ,r- st�i a3 •�� _ ¢ pL- 4;L �s AL Som' T /9' 20.8 g 4 T iii v '� _ �r� S�g�'18� BEEP/NE 1� U/RFS' .� '� 6 e�� �ti r� z FL — _¢�3 t-e. L Ar 7 3/ 1� E S • ar 0 GJm ' 0 7i 8 � 1G I IV f 33 2 8 o� � 31 � � - • w� 1tv t .�, hr t, r M A6 - RFIFj 8 ,� BELPINE PL. �- BERWICK DRIVE GLENVIEW PLACE DESCRIPTION of REVISION OATS APPROVE � �- oAT,4 • CITY of RANCHO CUCAMONGA 9/.75 �6 2w' ' ¢ � TRACT NO. 12670- 3 - /8'38'26" 3i8av' /03.x' S2.�1' CONSTRUCTION NOTES , ' GLENVIEW PLACE 0 /o Pao'a� /D2m' /7&V' 892' �—CONST. 3" A. C. OVER 4" ,AGGREGATE BASE. ¢2.¢/' 27�' a--- CONST. SIDEWALK PER CITY STD. DWG. NO. 310 a 311. �Gt� 'Gl�a S7�' b�5¢ 57�' �--CONST. G" CURB WITH 24" GUTTER PER DETAIL ON eHT 1• .' BERWICK DRIVE 6' /W 14" SB.CYJ' ///.35' �— INSTALL STREET LIGHTS , 5800 LUM., WITH EXTENDED MAST. ' INSTALL STREET SIGN PER CITY STD. DWG. NO. 401 . APPROVED 8Y 0ATE/i+-,,j— © /3'07'57" ,�o��' 229.2i' ' GTY ENGINEER RCE No 23889 /3'07'•57" 0/B.Gn' 23333' //7/8' . DESIGN RE COMM ND D ' G� MA LE AND ASSOCIATES, INC. � i3 07 57 282.a� 6¢6'¢ . 32.96' OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING © /3'07'57' 3��' 68.76 ' 3¢53' = I DRAWN 545 NAND LAND PLANNING L NI sGios SHEET /3'07'S7� 3✓8-Gtr' 72.x' 3(0�' UP PH N� 1 ) 946- 91786 Tc.A/ UPLAND CALIFORNIA 91788 � OF -14 01 KECKED RCE No i40141 DRAWING NO. `YHH OA E 4 FILE No 965 �-t- - i1i� 4�iL. _ -- -- - - - _ - --- - - - - - - -- - _ - - - - -- - BENCHMARK : t t i tT �. -- -— -IMIG off ; . -,..I — - 1. .. -- -- ... V =/309.pZ _ O 8 c _ ' i$�i BENCH MARK . 96-B ' _ ' AT THE NWC OF HAVEN VE. Q.c 19TH , ST. �• - � � � O{� L{ � . 44 Fes. W. � HAVEN ac U. �l ^ V ; �1 83 FT. N. f 19TH ST. SET - - /d K. I - N - - - - - - RIVE PIN w/C. Qj I D S. TAG IN TOP - - - - - - - J5� - - -- - I F A HEAD WALL '� "� 3 s ti C. ¢ ¢ /4 a� 1 yl 4\t,. ;� • ttj tl �4 o - - - FOR T3-24" CMP--ELEV.V. 1430. 686 f � lt) - i !lLt t N _ P POW OW , ' i t �- - • ; , . o , ele V y.h , t P, , 0 f t - - - �9 16 1 ! i �; O its { \ f i 4�• h .1� 0 �N �R � ly. � } } t f t f t 1 .N yP.I. /.'J26.o7 i - - - - - , JO`s 71, 15' Nol E Pit t i t aG 1 i , , r00 -17 1 ! tuW�Ac� �,tracs I 1N ow so do t Nov kid �j tfr Or 1 tt Itj v f t -ft, jitZ + : wo j ;� 1 i 1 =!?/7�°7• t } # {IEl ' C! I 1 1 { _ } x 1 tt tt 11 050 t { ! i } V rr=/3/732 1 i :�° E'Lf� s pJ { /ERT 000 0 ! 2 3 - _ - - 4 S 6 7 8 - SCALP _ 40' UR• OOV1�s vi1 ,� W�E� bwE� BASE LINE RD. v'[cJ� A � �e TR. /t/o. / 67[7-f 7� A./�7D-3 5EE S�/EET 5 ,1ERRP► E�f � � $• �� BERWICK DR. a � /3 2l I I r 1 v� _ "� � � '" •(,fir a•�p a"_ �' r � �� �.�j N � 4 V► r �Z.00 i .o0 00 X8.00 c� '� O 116 cc � 10 67 V!E—�� FtrrvA-ft _ ,>� _ _ .do a0rya.C• U 1 1 �( Q IO � /MP,rp,riEMENy3' =- /`!2�TG ' _ •sp `_�' � � 9 "G' .- P� l�✓ ( I `ia o X +n q 4rsf�So it cm y Wi WR � oW,tr ,n4T�4 BELPINE J. PLACE � k . a 9 L 7- ti DESCRIPTION of REVISION GATE ]APPROVE 82'x'3/" 27.a�' 38.%�' 2372' ' �, • - CITY of RANCHO CUCAMONGA © 2°/6'¢/" Go`�cb' 2¢•/3' /2.07' ® CONSTRUCTION NOTES TRACT NO . 12670- 4 6/8cb ' 2072/' /0¢5%' , 20/./7' �- CONST. 3" A.C. OVER 4" AGGREGATE BASE. t TRACT N O. 12670- 3 /S' �— CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 311. CONST. G" CURB WITH 24" GUTTER PER DEi'AIL ON STI. 1 . ' • � 6 CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. N0. 308 (x=31 ) . r BELPINE PLACE S82.ao /¢/.26' 70%8 a— CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 . ' /¢563' 73./8 �-- INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. APPROVED BY /3°5¢'25' "..00 ' /5d�' 7- 37' �L — INSTALL REDWOOD HEADER �Z"X(,'� AT E!L-;f—si © x•29"00'/ 27�' ¢2¢/' 27� ' ®--- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. CITY ENGIN RCE No 23889 8o' ¢2.56'' �-- INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. DESIGN M LE AND ASSOCIATES, INC. RECOMME D D �— CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO. 518. �� OF SAN BERNARDINO COUNTY I� 19 /5 Gb'G�" //2.Qv' 07.32 A.75 8 e-- CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504, CONSULTING CIVIL ENGINEERING OD /OS°Gt�'Gt�'/ LL7' 696¢ ' 9�l52' (FOR W � V, SEE PLAN) . „ , , DRAWN AND LAND PLANNING SHEET 99 76.¢2 599/ Sas N.Mountain Ave.,Suits ios 220 '2s/1a0' 06'' UPLAND CALIFORNIA 91786 ✓2 PH NE' 1 ) 946-2949 C+F HECKEO RCE No 4¢B/¢ DRAWING NO. wNK - OA FILE No/26� 95rj