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HomeMy WebLinkAbout884 _ /MPROYB/�lENT3 PER TR. /2402 ON BENCH MARK > I'ERRA V/SrA PARK!✓,!Y FROM 6r,4. O eOO �• GENERAL NOTES ro sr,,4. 5>s2 /NCLUO/�V6 947# MED/,/N CaI * Mt}ST+cR PL,/tN BENCH MARK NO. 96-B tc.E�EY. AT THE NWC OF HAVEN AVE. & 1. All work shall be done in accordance with these lana, the Cit of R/W s'1,-r sTt M ARi't/N p y R/W 6'AGY9/170NAL GAO/CAT/ON / /_We NO. 3-2 PE/Z 19TH ST. , 44 FT. W. `� HAVEN Rancho Cucamonga Standards and the Standard Specifications for Public gg ON mePA V/9TA PKY• loo;cF T /8'LIP �- /�•� TR. NO. 12402 & 83 FT. N. t_ 19TH ST. , SET Works Construction - current edition. Contractor shall be familidr Fp A. 0,10wfiyl %z"R a B" UbefG• No. 836 DRIVE PIN w/C.S. TAG IN TOP SrA. ofoo ro 5152 43sx 14„ " AT THE E. END OF A HEAD WALL with and shall be responsible for adherance to these Standards and 44, I 44' u2r� �` Specifications. '-X(CONOTRUCTI PER ,1240 ) ' FOR 3-24" CMP--ELEV, 1430. 686 II27' 6 G 27' II : I:. . .: gTR 2. All pipelines or substructures of any kind, telephone or power poles, • , Vi1R/8s ! ! 5+dt• � pP �'Q water meters, valves, fire hydrants, etc. shown or not shown on these 14 13 l3 /4 plans within the right-of-way limits or in adjacent areas where VARIES VARIES G` VARIES I yNE�1 •','•••� improvement work is to be done shall be removed, relocated or protected ¢' 8.'/ TO 1 LEv�L LINE NOTES lace s required at no cost to the Cit of Rancho Cucamonga. �� r�F.ev ogc�Fis ��a. 4 ND S//DEW�IGK CONST T����4 1• <1KENE0 F�ANE JO/NTSI�CL BE CCLVSTRUCTEO in p a q y OAY6161/1 0 42 �//STA P.t'`YX.ST,U 9fle 3.¢moo TO oT cEss 7a+av i FEET�p arzr. 6 /Q"IfT E. ALG C41R S 5NA4L BE WTRUG'TED kv AcelORD�/CE r _ _ ----- ,�/I 39 29. NO S/oEH�•dL.(' nnTH Ta L4T�'3T EO/T/ON 1 I..4 5ro .soe-cs. F0,e 5 �-( � W -'--T' -11 a 5 , f(/6G,G vt,v.PKS G�N3T' U,VCE55 OrAASIE 11fer ^ o �- /• I co c/sT. G'f/lJ,PCf/6 57.4 v 3. Any contractor performing work on this project shall familiarize him- _ - self with the site and shall be solely responsible for any damage to ATL V. 3fG5.G�/o /O tG5.99 Th(PICAL SECTfON existing facilities resulting directly or indirectly from his opera- LJ p tions, whether or not such facilities are shown on these plans. ,¢ N.C.PAVEMENT•. 8" CURi3 PACE & 48" GUTTER OV l 4 OA95O 3 sTA. Ot00 TO STA. 5-152 / N 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of = T/?LICT- /1/D /z3�o5 a cho Cucamonga easement or right-of-way. CONS/' ONEti1E0/4N CUR.9 TE.Q,t�A 2 `V R n g g y , I viS/.4 .�,�sry 51.4 9�G3.GO To 3/f 3 9 Z9 V �� P'/ �' Q S All rade stakes shall be set by the Contractor or Engineer. Paving C.vripC�/ S1. S1,4 1.,/1�G TD/OsGS?y g , 2 �, J / V C pA��,WA� stakes shall be set at all hinge points, edge of pavement points TYPICAL SECTION P Q 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 _ h / _ - - �►� W as needed at warped or vertical curve areas. Y/✓BTW /BAR'-W4Y KSTA 9,►32410 TO STA 3/t39.29� ' N 0 T FV/ g�o p CyC//�G' STREET TSTA 3f G?•OD TD STA. //t 38.28 W � �LU 1) / 5CAZE •Mr. ��+ �cp U Z IV 6. All sewer, water, electric, gas, phone or other utility laterals, /-Z- _ g N IZ I l3 cecy sr �// mains, or crossings shall be constructed prior to paving. MAOT'IEW PLAN R = 70 W W S ORM DRAW = < MA9TER PLAN 7. Compaction tests of- embankment construction, trench backfill, com- R/w L/NE NO. 3-4 PER �,��// / STORM DRA/N pacting original ground and all sub-grades shall be performed at no TR• NO. /2402 L/NE NO. 3-3 cost to the City of Rancho Cucamonga. A written report with these $$� 0� , DWG. NO. 836 compaction tests shall be submitLted to the City Engineer for approval FUTURe COIv9TRUCT/ON .Hui ' cNUR VIP / �� II prior to the placement of base materials and/or surfacing. CH p p g• /z ' 32 32 /2 � �t _ �' KEY MAP 8. At the completion of paving, a materials report shall be submitted to /O /O /0 Z ¢� 4 \ /o' o _ �_ oQ .SHEET 2 �► ` / (STORM DRAIN), the City Engineer. Lising all tests or determinations completed to /3 PER c.uP verify stability oil content and Gradation of asphalt Paying i� 98-t3 •• o sao iaao iSAO hal' ESTIMATES CONT. 2.'/ TOOAYL/GHT � CONSTRUCTION NOTES & QUANTITY S 9. Prior to installation of any paving, a materials report shall be h submitted to the City Engineer. Listing all tests or determinations Sl-4� s%q%T. O.2lo' O•/3' 007 O./3' 0.2G SLS 5 ' completed to verify: R-Value, Sieve analysis S and sand equivalent of - -- _ . 20 CONST. 30" R.C . P . STORM DRAIN ( "U" PER PLAN), 45� L.! Y 21 CONST'. 24" R.C. P . "ORM DRAIN ( "D" PFR PLAN). /l3 L. F. aggregate base. f �::�.-- - - ��• %�� INDEX M A P 10. When improvements are to be placed on native soil which consists of a �3A 22 CONST. 18" R. C. P . STORM DRAIN ('p' PER PLAN). - 2/8 L•R ' rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall 2 23r�--- CONST. 27" R. C. P. STORM DRAIN ("�O" PER PL.,gN)• 465 L. F p g R/W R/W be filled with a fine grade material of a quality better than the native 711 CONST. 36" R. C. P . STORM DRAIN ( "D `PER FLAN ) . 398 L•F. CONST. JUNCTION ' STRUCTURE "B" PER CITY Off' RANCHO CUCAMONGA material, 4QFESSip/ \ Q SMAS ��. �. STA• 3J•�-7/.4/ TO STA. 40 +89.03 STD . DWG. NO. 509 . (L=5 . 50 ' , E=4 . 00 ' , C=3 . 50 ' ) . - - / 5A- 11. if the asphalt concrete is to be placed on sub-grade, a soils sterilant '`` • ` TYPICAL SECTION 44•' 4a' registered by the E.P.A. for use under A.C. and P.C.C. shall be uniform�y II ( FUTURE CONS RUCTION) 6 27 II O- CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. DWG c manufacturer's recommended rate for the full pavement C'a N0.62i8 �(t•�3 2 ' NO. 510. SEE SHEET NO . 15 FOR DE -5 1 EA• applied at the mann uJ SPRUCE AVENUE ' width prior to paving. Exp ��_ S_. , r 'L1 CONST . MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD . DWG. ',.` Nrg. lQ' l3 /3 /4� NO. 510 . (L= 4.000 12. Estimate of quantities is provided by the Engineer only for the con- p �� `� �''' �' VARIES G' 4 VARIES �,' �-r = 8 28 CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA _STD . DWG. venience of the developer, the contractor shall make his own deter- 4 LEVEL LINE' `+' CA a bid. An NO. 510. (L=4.00') / EA' n f construction quantities before g y R = TO 042 R Y OF #{ minatio o q P.'/ TD ,s r, " _ /a"/vr 2.'/ TO _____ O CONST. RIP-RAP ENERGY DISSIPATOR AND ENDWALL PER CIT � item of work required by these plans which is not specifically listed -'- -- " - - t �_ ;a �---- ---- --i•�a`-- ---- /-�% 5� � OAYG/GHT n the estimate of quantities shall be considered as included in the P,4'1 GHT �/ �-_�� I 2°° 2`� � RANCHO CUCAMONGA STD. DWG. NO. 517 . 150 C.R i other items of work. '� J a-- CONST. TEMPORARY PLUG. 5 Ems• R/W \ R�Yv " 4" A.C. PAVEMENT CONSTRUCT 36" C.*M.R STORM DRAIN 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 } to3 _ 2 CON 5T. G CURB _OVER a g/�5'EO CONST 510EWALK 31 _ Y 3r' L F > shall be constructed at each intersection. J a ONL_`{ f�ER CITY 1 PER CITY OF RANCa_IO RAN CUCA- CUCAMONGA STD• �- CONSTRUCT 4 8" C.M.P . STORM DRAIN / L' F IQ 30 33 OF GNG 14, City approval of plans does not relieve the developer from responsibility � Mo MGA STD DWG DWG• Na. 3{O (TYPICP.L) ��--- CONSTRUCT GRAVITY HEADWALL PER SAN BERNARDINO COUNTY for the correction of error- and omission discovered during construction. No. 301 (TYPICAL) 2A v ROAD DEPT. STD. DWG. NO. 201 AND DETAIL ON 5I-IEET No. 10--- / �A• Iy 8' 22' Upon request the required plan revisions shall be promptly submitted to ; 22 // �FESS�O --- CONSTRUCT 4" THICK A.C. APRON. SEE DETAI ONStiTNo; l0- / E t` FUTURE CONSTRUCT/ON) Q` N the City Engineer for approval. NY � 2 � 4' ( � '��� 35 CONSTRUCT CONC. COLLAR PER SAN BERNARDINO COUNTY free md 00157 VAR/E3 5� /7� TYPICAL SECTION `"' �► FLOOD CONTROL DISTRICT STD . NO. S . P . 167 . .3 F}}, 15. Work site and exterior streets shall be in a neat, clean, hazard35 W orderly state, throughout construction. Site shall be cleaned upon V w LEVEL L/NE CONST. 2 ></Z �2' DEEP 'COMC'RETE CUT OFF `t/AGL , EXCEPT`1/HER�' 7 E/1 /0 / /�' CyC/RC�/ S T�ELCT - /VOTED O/GiERENTGY SEE PLAN request of the inspector. ,� sto,� `rr /D /0 0.23 _ ' ` �, N0. 45 Q 37 REMOVE EXISTING CONC. HEADWALL AND EXISTING A. C. APRON. - / fir• SZ-4 /�29 9,3 r0 s44 9�G5. 00 16. Contact all Utility Comvanies as re , 48 hours prior to excavation. d , . a'3e' _ O'er �.J f - CONST.JUNCTION STRUCTURE "Q" PER CITY OF RANCHO CUCAMONGA- h -.J 2" Provided for your convenience are the iollowing: h � ' STD. DWG. N0. 509 . (L 2. �0' , Li- t"OC!°0000") / EA °k c 3A 2.'/ TO l7.4YL/GHT fts rI=8 JT J �'NI�• Q� / 16 - r� A. San Gabriel Valley Municipal Water District cA w�1 QpQ SSlON f vF e�+-�� Mr.� Bob Stallings (213) 969-2718 n �• 2 1 ��a��B F'9i.�c6o Fye - or Base Line Road construction �Q�: 7 0 �0-- CONST. 54" PIPE RISER AND DEBRIS RACK CAGE PER DETAIL ON f 3v ? STA. 0+00.00 TO BTA. 9 -96.34 y M / SHEET No. 16• R.A..x -CO,S/S T. 2".4.G, SES PG.4,(/F'O.e GOGgT/O.V 9/20 Ste' B. General Telephone (800) 422-4132 a°t a a� (STREET IMPROVEMENTS) 41 CONST. DESILTING BASIN PER PLAN ON SHEET NO. It. 2800 C•Y• for underground service TYPICAL SECTION �� 13 -_ X11 u vu�( 42 CONST. EARTH CHANNEL. -------- 4500 C•y. C. Southern California Gas Company (71.4) 529-2889 > n °�` QUNTAIN VIEW DRIVE_ lF C1V Birch Street (714) 529-7070 v7 5 CAL CONSTRUCTION NOTES & Q U AN T I T Y ESTIMATES Q43 COn/5T. 48"R.C.P. STORM ORR/N (°D" PER PGRN - 504 L.F 2191 E. B � Nr Brea, CA 92621 C�l�pi �✓.v e s des.-- sN.n vis SI;s�'RflDtT�vNA�- G�nISTRUc1WtJ A7VTE5 UN Skki:E� 2 - 7 �.e�E�f�C.f.Y�'4�sl-rrr�ot�:��Tr1B _ s ..�.v�� T I. - -Cucamonga County Water District (714) 987-2591 R W 1.4 COA5T. 6" W-0- O.v COrr�lP,�JCTEO �(/,4T/f/E 5'O/L. ��4�� S� REv/sem me/nce l�YivGIYY.actt roeO <e srfuro- Q/NG Cox l d1,,4GG,-TYP. N D s - R/w /34 � 9641 San Bernardino Road _. �..1 CONST. 4" A. C-/ 4" A-5, T'--" �� /�8i 7�� S.F. Rancho Cucamonga, CA 91730 NOTICE 33' ,, in /}pDeD' Cm -4t Nor' go 7:.,20 , E✓, CGA• e^1$1o14 2�2512�5 S � CONTRACTOR SHALL VERIFY ALL /4/ O- CONST.CURB AND GUTTER WITH 8 GP a,ND ?si• .6UTTFFi PER CITY STD. DWG• No. 303- / `I/5 L.F N q. e�a• MiN. SNT. ID , ✓�srgT�o!✓9�•OiME/�(S/ONS SNT. /7 E. Metropolitan Water District (714) 593-7474 CONDITIONS AND DIMENSIONS g , 23 34 /0 q ¢e r .�.� /o ,�/�Ro �/! 0 2=0'�s r/ 2 CONST. 8 CURB 4 48 GuTT�R PER T`(PIC/.! SECTION SHOWN ON TH15 SHEET. ,3, 677- L. , v aMir 57'uc,//r�.� P.O. Box 54153 AND SHALL REPORT ALL DIS- 4 CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304 . 50dt� - 7s 04 SF. Acr�epsrAvv�r�o. sic y✓�tx�aTaaE o �rR..2��3 /2/20/85 g CA 90054 CREPANCIES TO THE ENGINEER /3' //' t�' 7' �' /(o 20/ /4.5Ip 3A 3 cowsr. STD. 5/DEwALK PSR" STD. Ow6• NO. 3/0 1 3// Los Angeles,, 2 62 L.F a ao GNANGEb MAWLfN P/PB 312E P/�OM 45'�r0 48"R*P F. Pacific Telephone Company (714) 999-5639 PRIOR TO THE COMMENCEMENT /5� , � Yaa,Es t#• INSTALL 2"x4" REDWOOD HEADER. Q - OF WORK. I evsT. CHANNEL /8 f O/3'20 / /T -1A;44 41:�OtTOV44 40 CUAi-1e11V--7 �a �r��G,fS 9/14GG P� 44,ZU � o � �ZD° / � � Wo35T. ODRIVEWAY APPROACH PER CITY STD. DWG. NO. 306 . � � 92 � `J•F ;.N N N � 9re� To Err �xi.�' �) � 2.'/ To ' - o � REMoV�n eXrSt 9du5Tup • SEe; REVtS/ON *Is PER MAO. �' 5TO" PM1,q 'r4M1 DWG. N° 830 �/�!7 GONO/T�ON9 A5 APP/'«G`D Y 7�& P�OTdcT /.t/�.�t PUiJ/.dG I�ORK� ///> ,re74W j�l ` - 3 150 DA YL/GHT 5 EA _ C' u INSTALL STREET LIGHT, 5800 L.M. E111� � Q�AT/0�1/vf' /?Q�' 4/8/89 f'X/GiC 7d f/�vAG GO.v9T.�UcT1oN. GONTRAGTct�2 .3 44 44ePW ¢8/�3•N�6 faT II"G iN0,11e S/ Off fOitA1.�. �C T f ,. %0-_O/�5sZ PRIVATE ENGINEER' S NOTICE TO CONTRACTOR r- 45•4.5 182 L. - v c �P o o - /•s o -- _J 7 REMOVE EXISTING REDWOOD HEADER. N THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR V VAR/E5 FROM 5TA. ga - CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 5-187 0004 S' F`� IVBN CITY of RANCHO CUCAMONGA STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF VS tU IGoNsT. Gon�sT. IA /29192.5 TO STA. CASE "B" . (FOR CATCH BASIN OPENING DIMENSION SEE \M N BEST OF OUR KNOWLEDGE THERE ARE v/- /,q /3/ 175.25. APPROPRIATE CATCH BASIN CONSTRUCTION NOTE) . N AVAILABLE RECORDS. TO THE F L/R MEO N Z K�. 14- NO NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE EXIST/wG /MPRaVEMENTS � CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CONST. CATCH BASIN #3 PER CITY STD. DWG. N0. 504 . or Ea a� PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES �_ 7O � N p TRACT NOI. 12 5 T1! - pQ IO CONST. HAND ICRP RAMP PER CITY OF RANCHO CUCAMONGA f.4 EA l NOT SHOWN .ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION TYPICAL SECTION 9 STD. 'DWG. NO. 310 . ` �� - • -___.._ OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . /� CONST. 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA 3,2O-1 L .F UE STD. DWG. NO. 301 . n �� MAVEN AVENUE 12 CONST. BRIDGE CROSSING FROM CENTER LINE STATION - I EQ W o �Q TITLE SHEET SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR ,QE 'Nr5 CO sT vcrio/v �t/07Es COX/T/HUED •' TO STATION QQ�! ; CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY S/ ;/,VSrACG 5>OPxlam 0,9,e C/TYPFRA,Vcy4 CaC*-VV,rr6A h e � APPROVED 8Y DATE /2-/Z - T� DyYG NO ¢Q - - _ _ Q �A I� CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG.- 2�O (.• Q 9 v�j Q uo. 404 4,v0 TEiGfP P41/E�L1E�t/T/�E/� STD. X105 �� q GTY ENGINEER RCE No 23889 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- SI/?EEl N.4X��sYG// PE.2 C/TY0,�24,VcNd ' THAT THIS REQUIRE- �- 3 EA g 5 --- 2� EA X v 3� JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; CUC4maus,4 --sr .. U�YG ,(/O. ¢O/ / IQ• INSTALL STREET LIGHT, , 00 L.M. , Q MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING �•O,cl j A.C. CAP ,--lL1/N. ;rq ck/!E_x_r Z O,LO__ 5� o� �Q DESIGN M DOLEANDASSOCIATES, INC. RECOMME DED - I JOIN EXISTING A.C. PAVEMENT --- - /D3' �•F OF SAN BERNARDINO COUNTY HOURS; , /1hTD THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE l8 CONST 2"A.C• .OAvE,oevr E,P CGLYL�.aC7E0 �t/.4T/!/E 5'O/G. 1050 5.F y� H �Z a OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL �, CONSULTING CIVIL ENGINEERING 19 CONST. ORma- 1���.E'OACf/ lOE.P C/TY 5710. V01a •VQ j45. /670 S.F• @_cON5,r cUKl3 OUTL.I:T PEf? Rgh1CH0 CUCAMONGA CITY .TD. 506 3 EA R Q� DRAWN AND LAND PLANNING SHEET OR ALLEGED IN CONNECTION WITH THE PERFORMANCE. OF WORK ON THIS �i t+W ITNDUT PIf�E OUTLET, e D 545 N.Mountain Ave.,Suite Io51Vt 07 PROIECT.EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 2QA �CON:3T• P/PE GRTa PER COUNTY OF 3.3. DEPT, 01s TRRN9./FLGr'�D Q �� G.F. B• UPLAND CALIFORNIA 911T86 CONTROL/A<RPORT�3 970• s.P• 209. �R• CON5T CATCH 15A51N � 1 Pi=R CITY OTO DWG• No 502 e!A q k Ada PHON (714)�i4�-2�IG`1 OF OF THE OWNER OR THE ENGINEER. !�¢ REMOVE EY/9T/JVI� O//CE A,C, d?/✓E.vPP?OlICN. �oB�� 132SF 1, I$ CONST• 41,vI S/v�w,9c,r ORA/N PER RANCHO CuCAMONG,q ` CKECKED RCE. No �`�B� �_ $ O - -� DRAWING N0, RE�tAOf/E �X/ST/A/rs 9/06t1V•4l/C 3¢O 3.� C/TY $Tv. 507 rwlTNOuT /7ANHOGd PRAMd ANP COVd.�'), 4 = f2 ' / EA 3 �f/ T to B FILE No/t6-G8t 084 COKST. Dlz tie AvP,eoACN >'2.e c» STD D 3U ® '�LG kYORa sD Lf/Y ,AC-',Q h�Y%f'DsE�D//!6/NST,�'Ti0,4/f Grit/ ,f//1• // / AC. E -,�i , ® 5 / N t I - - - -- - a r0 /� - - } W 8• t o�. - - - - - -- - - - -- - -- - tBENCH MARK : , I � f .�r �✓rJ.a • .� 0 / t b' _ _ 7.4 V P! O J 5 OP, Cir } f i 00 V : : - f BENCH MARK J + v Ute V i � � � � t t ; 1 t � 1!} � � NO 96 B O 1 t j AT THE NWC OF HAVEN AVE. & �!u J W I W i - - - - - - -- - - t - -- I - - - -- - -- - - 19TH ST. • I (A m \ Q -,�- t 1 1 } t , 44 FT. W. HAVEN G {� q 1h 0 N 1 V Q V X11 N l� `U r`l 4p V (� l9 /F( / /1 (,/(R! } 1 - - - - i i & 8 3 FT. N. It 19TH ST. , SET �Q -- - - - -- -- - - - - - - - - - V ` $ .! t {I Qnl O � 4 � O $ 1pin : + t + - - fi- + t i t DR /C.S. TAG IN TOP SIJ t O d4- + 0 DRIVE PIN w -- - -- - - -- - -- --- -- - - c ' �? O } d , l9. �- ; t �r : `SJ C- - - -- -- AT THE E. END OF HE LL Nr y ti p N; t OF: L ,Y. � n A AD WA N � � � l� �t f '^ NI /�/ Q t t i FOR 3-24" L 1430 686 n v t y N N + �- `� �1 t � - :r 1 CMP- E E V. O, I i I ; t , ll jj l t 1 + : , 0.' , t V 1 H � f 1 I ' 1 I t 1 ! � ! t 7 � I I - - -- - 0�r - - 1 �� �• T- F - + 3 Ria T; Gj t 1 f } T YGF,a ic. t t _ t } i J �' J I 1 1 f 1 V , 1 , i � K � ; � j t i i t � � � u� 2 , W I 4 �o - - - - - - -- - - �► - -t ' - V 1 i� - + - 4 �m t 0m p . -t - 1 } : + r 0 -� } r - r t t } t t } 1 t v W } I � � �' ` • ' � �� �; 0 �a � OhI � � � 0 N � � � �k 1 q o: m �� � 4 W t e n g . 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'Q 3b ►3 3 RFJ�70✓E STREET L/6NT @ N.E. aw NA✓EN G�lr/.QCH J R my -i �f Q 01 tri p I ► I �, � � N� ,°�, �. w �, n �.' - _aA sT'-4V ,c F3 4WAy�v r4�%�. _ G DESCRIPTION of REVISION NO r,5. 13 5A s 13 Cop 9 DATE APPROVE FOR C'f/A/V/VEL ACG•E55 .5ee C9, '4CCE55 RAMPDETA " Ar R/611T CITY of RANCHO CUCAMONGA sEE stir. .v_ 9 etain s4. AD3uST EL�G• VAul-� Tv 51D@WaL-K AltktoE 5Y 5 CUP DA TA CONSTRUCTION NOTES CHURCH t3 55 PAINT b' -501-+p WA%75 STRIPE PER Ck" �TD. DWA. No. 133 STREET TRACT N 12365 /O- CONST. 4" A.-C./4" A.B. ' ' I LOCAL DEPRESSION PER CITY STD. DWG. NO. 518, 13 S/O No at-�ST AfJ� REM°vG ccSrINySTRIPIut� PER GrtY STD• No• 13'S 89°5!0'/2" 35.00' 54.94' 34.96' IMPROVEMENT PLANS FOR 3 CONST. OC �pA,� ww�� TURN ARROW PER c_AL-TRkNS STo• A24P� 1 sA -c oNsl �Riv6 /�PP4Zv1�G1# PES O,t f'STD• DWCa_, NU, fUt-G,vJ� �'� „ „ S7 90'05'00" 35.od` 55.03' 35.05' CHURCH STRE��T CASE B (FOR •CATCH BASIN OPENING DIMENSION SEE ,APPROPRIATE CATCH BASIN t 5TAT1oN PLAN V15VJ- g$ {NSTM..t- STRSgT TREES Platt CIYY %To. Nv• -Toll Sua3Ec-T t /8' // '4Z" /00.00' 3!. 7l ' /6 .0/' STA. 0 + 75.50 TO STA. 10 +65._99 �- CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304 . &_ TU stc�t �i>Jg ct�atzAUc� PSR GIT1' t ��Fic- t:NG,I�IEER , 13 5EESC/lEDULELOAI" lvla&l Q�_ CONST. CATCH BASIN # 1 PER CITY STD. DWG. NO. 502. JJ /80wo100" 6.001 18.85' 3b CONST. SIoBwtb_K PER GtT`( STD. 0%rJla5. tot J•r+D IV-;5 ' - O CyRy/G/NEgR 5'�r>�wgGKS,��a��E X- meg, -" HAVEN AVENUE TOT RRA VISTA PARKWAY 13 53 REWGP.Tr EX1bY VENT PIPE 5Y aX E7. I8A I'VAt/5r. 2" A•C. PmF.AieNr oveR COMAACTEO Nitr/!/E SOIL' � � 27'J8'4�" /2.3-300' 58777' 299.58' APPROVED BY DATE/Z-/7_-$r/ JroylN 5/OE JrTA X Stsx6e .� , IQ CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA I°J COAIST DRIVE APPROACH PER C/Ty STD. nw6.N0. 3o5. lti/=/l',X./a' v lEs �F') 97.3*-09" 1206.00' 580.29' 2 95.Q8' STD. DWG. NO. 310 . /tG2.00 3.00 Tom I GTY ENGINEER RCE.No 23889 ZDA comer, P/PE GATE PER CDUNTy OF �AN BERNARD/.UD DEPT G / g4.00 4.50' /` (j 30°27'53" /200.00' (038.05' 30 6,.76' �� CONST. 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA rRAA1g•%ZDOD CONTROL /A/RPORT5 STD. 5.P• eO9. 2tOb•00 400' zo% ' +` ' DESIGN MA LE AND ASSOCIATES, INC. RECOMMENDED STD. DWG. No. 301. 2�4 GONs • B//CU,�B a°��rrE,e PE,e r�,�s�crrvv sNo�,v �� 2/'46'03" /, /94 Do' .�53.�2' 229.58' g'B OF SAN BERNARDINO COUNTY r '¢ NOeTN S/OFr �I` , , CONSULTING CIVIL ENGINEERING IZ CONST. BRIDGE CROSSING FROM CENTER LINE STATION av 'stir / 0e 20 ' I ZG°3<o'/4'' 1,/67.00 54/.87 275, 1 50 JWSZ44L •5r,QEi5r it/AN1a 5/5N fCEie C17Y a� iegvCNO I F¢�'� BRAWN AND LANDPLANNIts SHEET r B4.G0 3.GD 24!07• (1 TO STATION 3+03-coI (� SN7,5 /7 rMe4lAO) a _ 0 16° 45'26 /A�•00' 29. 2-r0' � 14.7,E S g 54s N.Mount AL Ave.,Suite 86 �G-9111 QN_�A__,STS Q�G -NO �/ 2t 2o.ov 4 50 UPLAND CALIFORNIA 91788 �� INSTALL STREET LIGHT, 9, 500 L.M. l _1&VSl_4U_ "".5TPP""•l/5AI AC-R G'/jY QFRAr�/CyQ GYlC�l1Q�l/GA . 2�5G.00 3.dd PHONE( 14) 946-294 1 �F_. $10. QCs, /S/O. 4 CURVILINEAR SIDEWALY. DETAIL /¢g� NECKED RCE No _� ORA884 N0. 15 JOIN EXISTING A.C. PAVEMENT W. H. H. O A E _T7i�¢ FILE N o rare-r-11L Moved,VA4 y+Y MV cqt Ct"C6 A C Y, 70 '-f9 INWI- '"404,VIoN(9 �`• � SP.�, 2>6o t;,eE✓, �I�ss Rota �t•!6>vil�nl7'10"As euir./•GoNavttr� !T'L-,- a. JDR 7 - - - -, -- - -- - _. _ - - - - - - - -- - - - - - - - CH ARK : l? 1 ? I 1 f a -- -- -- -- - - - -- -- -- -- - - MNWC Oo.HAVEN AVE. & 1 1 i1 _ - - - -- - --- -- - _ - -- - - - - - - , -- T. , 44 FT. W. �. HAVEN t t + /4 4 R> C. It i. / - �/ T. N. _ .I�� R L. 19TH ST SET+ t + ; .Oct IN w/C S TAG IN TOP 1 tIII, QD t� _ _ -- - - - - - - - - - - - - --- - - - - -- - - - - - - - PE. END OF A HEAD WALL 1 `� t� 0 _ �� d �r� a ryo o �__ ,XI� G� ^ n p ; - - -- - - - -- 24 C. _ ELEV. 1430. 686 h 8 0 0 t t t �\ N � \0 m � .�1 � � � f�T�fiv G" 1 c r?.lY' a4; ° f t>n a0 ' • t t - - -- -- --- -- - �, - - -- -- - - -- - a. -+ \ � •.1� 1 , w ,o oPUTUR4 N ZY1 TO I r ►� h 1 �O m n I I I � . 1 I , I � + , t \ - Z7 } ' I I I 1 , I I � 1 { } ` 1 I - -- - -- - - - - - - - -- o , I o 1 1 + f �, I T. D 1 { i $ + 1 i t t t ; t t t t t t + t t o m I � � I -p.s�►x � I I I � I ! � / G•-� /fib A' $ I glAIJ/. l7/1�l SIO (�f1 �1 t� Q (� Q �1 I c�r� t 1 1 t 1 1 1 K N . O i. 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''� /r7oy, + + - -o.$7Y 4114 AA Al op } W � !a { h N °\`� .� - 12�5 TOP Cr s GY wR0 .1� r - f�iQOF/G� �'c.Y cuRe � � ,s�'� l•4.� x r•� oiQO�/G � � t I � � 1 { 1 ' t 1 1 1 t t t t 1 1 t ? t t t -- vE,ej.' o.�� vEe�• �/�'¢� f IA Ow f t t { 1 A0 Ay N 1 . CHURCH STREET � re , � \� TERRAW ¢ VISTA PAR m -, - �3� 3�' »' = � � `' � 53 q� 0 KWAy o wIt Z04v SII ,� C> 4 1I I 9 _--:- - �` v v 98 1 w 4. STTORM DRA//J PER TR• Q� 1if1 �43'+ , q I /+/D. /2404 , 590 PLAN Q` v I // �i�/ � \� f'b C � � � d �' %� u• I \ �' R Ivo. ems_ I I J try �, B 3 ,s cA ti 1 / m q C FUTURE /MPR0YEME'iVTs m o furuaE �. N I 1 I �j• �B u1 `f ti t T 1ti ��► `b�/ G m (; d. iI Nil 1A ,1 t9 a _ 1 5--73 11110" rh r PROf�5E0 ' 3 A Si - O �2� 9 4 5EE 9NT /� Of?O `. 1 1 Ry rg. 9 �` !� y 1G'�t F -t-V- loRDe4p.J; 4►"til r /¢ 4 \tih y�' I I , ,�h r �� ��tib ���� 13 \ r� - rte . - ✓ w 1. 1, R. CD)I - - • 1 r' - / I �ry 13 -, ` 3TOAW DRA/N PER TX-/V0 /2402 3 8 I� SEE PLAN NO. 696 h�•91'f � �, � 3AB "�..I�. ;:�:��%'':� 44 4"e 20scXPVG. Pl r,�FEVE5 REY/SE �YIEO/.0 N �O e /1 CCAS F02 MA/NTE.f/.4CE ¢-22$6 10 3 v �$ CONSTRUCTION NOTES QW/7N fllGL51�'/1(� FOR ,Q T/QN U11� YEf//LCEB, AOpEo OETA/L5' 13f07 ,� ,---_ r I J ¢ V ` 0,�v v 0 f 11 „ uW7RAL WI ErJ jU BF/NSTX PRiIG12 7D 64}1-c lr0 .,t, tt t� �V a- com 6f. 4 A C 14 A.S. '0 /VIER�M,W ZA4 I 1 C• � Y 4� I V Y W r QQ !/ // FJtiI ArVOV 5T<1NR4RD _-Wa W4.1k'AP-rACC-W 707A?./2GlL J7, -1&4G73 /?��C✓�j _ I 2A CONST. 8 CU/1C� 4B Gl/TT�.e pc0 7 7YP. sECT/pit/ 1 G 33 `2�i1og k� r J " J b N 0 a v o ., 9l�OkvAl p V 5*,7- /, OF ea Z ADD .PITC. 5LEEVE5 fV2 FUIURE 1R2/GA710N SERVICE5. 5/1.3/85 S�a� n * ��i 1 ` i '.4 ' �� a CONST. STANDA.PO SIDEWALK PER CITY STD. DWG. NO. 310#311• 0 \ / 'REV. LEFT TURN LdN�s 2L9/86 V V i2 Yh &4 -- INSTALL 2"x4" REDWOOD HEADER. i4 �( _ 4' q`ti hN_ -//S(S�ALL *6� CURM46' VA �'c�TUR�� \W \0 .1jj /9 W � INSTALL STREET LIGHT, moo c�.�, DESCRIPTIONof REVISION �_ 4" 0A/ Ao?AC/CAGE O Al� , PATE APPROVE[ hl 43 33, 0 R L T CS�---- CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518, �n qg � <A) 8®'/8'53" 35 00' 53--D6, 33.99' 4 CASE "B" . (FOR CATCH BASIN OPENING DIMENSION SEE CITY of RANCHO CUCAMONGA FO.P (SES/L T/N� /.�45/N APPROPRIATE CATCH BASIN 4 STA. PLAN VIELV4 8 86'04'55" 33.00' Sl.97' 32. l2' �� o n Wy r�UTL! J`"LrE 5"vl- /V. �� �� -- CONST. CATCH BASIN #3 PER CITY STD. DING. NO. 504 . u '`� � ti C 9Z'?3'4 0" 38.00' SG.44' 36.49' n �. 3 6 5 V �I tD) •Q),09" 3b .00' 5$.03' 38. ZO' W IO CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA ACT NO . E 30'27'53" 1,2c�o.00 438.os' 32(..7G STD_ Dwc. No. 310 . IMPROVEMENT PLANS FOR �� CONST. 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA TERRA VISTA PARKWAY F 14'oci'00" 40.2&' 12. 12' 4.07' STD. DWG. NO. 301 . G 1$' /1' 42" 100.00' 31.7G' )&.O1 ' Q3 _ CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 404 . 4 TEMP. PAVEMENT PER STD. 405 CHURCH STREET TO SPRUCE AVENUE N IG• 45'26" Ioo.00' 29.25' iq.73' It l9 cause v,�/vEw.o y AP�r�o,4c��,c� cry sro. awe j APPROVED 8 Y ATE /L-�Z-851 I 19 46'0 4 I oo.o0 39•.47 17.41 �o 9W go-P4,geeo w/C"Aa 0 Garr" s/vewQI-/� kvcovsr. orz re. /2o73) 2.48' 28" 1,204.00 59.00' 29.61' �- EONSTP/oE ATE' f �P ccX/NTf� o� s,4•Vd�R�t/.9.Po/rt/O L PT. of OTY ENGINEER RCE No 23869 TPA�t/S�FLGY�O COM'".POL� i1/.Pi�,PTS' S'TO. S./? 2� CHURCH STREET K 27.34'0' 1,2ob•Do' 580.29' 295•88' q�53 SEE ✓�'.%Bd'T,t/v. 4.�o,2 oErvi�g DESIGN MADUE AND ASSOCIATES, INC. RECOMMENDED L 2G'3G' 14" 1,16700' 541.87' 2y3.91, VISTA . 5,a. OF SAN BERNARDINO COUNTY n �r CONSULTING CIVIL ENGINEERING '-'�' 'N) 27'/8'47" 1, Z33.00 58 .77 897.58 DRAWN AND LAND PLANNING• 5)iEET 5ci5 N. Mounl&In AL Ave., IA 9 86 � O f% 2 S•B• UPLAND CALIFORNIA 91188 r P ONi 1 1) 946-2949/¢�/ NECKED �• RCE No -� DRAWIN NO. W H. H. DAYE q FILE N0!00-�azs 884 BE . KK . - - - O 7 = 53• 5 ' Jc9 - - -- - -- - - - - -- o.C. - --- � - -- - - _ - - -- - - - - - - " - -- -- - -- - - -- -- - - -- _ _ EN C H MARK No. 96-B / AT THE NWC OF HAVEN AVE. & J4 1 U - - �� V fsT CT- I2 / - - - - - --- -- - - - - - - - - L - 19TH ST. , 44 FT. W. � HAVEN Viva 6FAO - - -- - -- -- - - - - - -- - - _ & 83 FT. N. � 19TH ST. , SET Q i N -- - - - - _ I DR VE PIN W/C.S. TAG IN TOP - O� - — — - - — - - - — - - - — — - -- — — AT THE END OF A HEAD WALL H ���g FOR 3-24" CMP--ELEV. 1430. 686 rn 1— Y. ST M tu /2 v 0 N A - - - - - - - — - i o;o q,, 0 5o V a0 m \ l9 QI n4) OF _ W ti - - - - -- - - - - - - - - PIC N N i+ T. -- - -- - -- - � � t �• o"� o e 4 W . X1,57:" G�ZOU�VD, : m : a o - - - - - - - - - - - - - - �; ° o f P i r Int do ° a� I t i \ a ff I F U, tg t t t t f t + - TOP MEp/A VCG/ -�•��•i --o. i i t i ; � ; tom; � t j � r� � R� 1 �t � -ham - tZ, i : + } 0kv � � � � ,2 82,79' -'SCo•4,i'4' ! t= 58'.03' ; ; i 2' !�'' t 1� i } } t nit t ` t - - - - ' - t - - -- O - -- - -- - - O.C. 60Vic b 3 � 0 o m °�� / A/�. /v �-- b � w N X IST C51�OU/VD h o� R o o ; } - r i } -- r r<- l � -- � op � op ' �. lit p�"h ^' O t f r r I :2 87 fi�l V�= 7 41 4 4. V b+ hl o t i t 1 t t �; N Iry `h � V P' Q' FT 126 0 70 -- -- - - - - - - - ;C -0.87°/d t o� ' 4 � l?/4 � n _,507* .125cp : " - t t - tt - - -- - - - - - - - -- i PTPy,P:OF, A-W URE: } - 514y, CURa 1. � � � i � � � o 1-04, t 1 1 � .5 1., °t t j t �Z". /�!;W/ - -- - - -- - - - -- - - - -- - r ��_¢/ } 0.369'0 O j -- - -- - -- - - - - -- - - - +_ t /y �I- CHURCH STREET 0 v 41 q 1-43' to •� ,��.�'( � �v ® V 5E LEFT TH/S .SHEET U VISTA PARKWAY ° ° W i 53 q 0 m 0 z o •`I Q m o 1 ,E7- '( �P ql 61 SSI I � • �. x�O � � 11 � � m h 141 I I � 0Sq 98� IT .STOKM D,egiN PER rR. � cry s3 /VO. 8 4,02 BEE PLAN u FurU,�zE �, y. It tG A'�O 8 3 tty. \tihh�/� m G m FUTURE / PROYEMENTS m ��22(�pv M> cArcH Bs iN yJ \\ JJ LL Ip r-r ,. $ \ti / m I m �1- N FUTURE L' �\ r �0 N x� �3 o ')I �i u / V M' j, 1,x � m ! � \4 nt5 fig• /�I ti __ QST¢ SGS z � � i -PROFbSEO � 3Z �fS /YSG97i.9 ` &7,1\� � ---- --- ' -- - - - - - - --.— 00 - - -- � n U I , E sHr. �� or=2o m 9 1 2yo 99 hh•h2 I I �� ,th � ice. , �/ •C - - -- - --- -- - 13 , w r J i s7 i � 1 5' T • '� ORA/N PER 7R./VQ /24 02 STOR/� 3 8 V 1• 1 ...;, PIN 3/1 .-,�• ,, SEE n/ NO. 8 9 6 l J I'L 51 h 9 �r REYISE iYfEO/!(it/ GO,e ACCESS .�c,2 MA�NrE.s/.9G�-- 3 Az 4 02 5G/� 40 PVG. Pl'PE 5lFEVES IO \ I>? \0 111 CONSTRUCTION NOTES W/TN rULL57HAW FOR IRPJ64T/ONUNF 9 X�/ELE�.4�P�"o OET.4/GS' 13 0? �0)) �1 I col�sT 4 A.c./4 Q.S. cavi�eoG wr,�t �To aF/NSrA PWR V m V � � v � DSV V 0 n �► I P•Ko� a 3 I 2s� }rG '7 ' `� t �Q C.CW57'RYiC770/1/. 54 M/N. C414:R OVERSLEE!/ES G4PEA S,(�.�y i W.L, I 25 .oJ7 h�. �1 I �' y1 x h % a �� ' EN ®ASO 5TANPARD 5/G�fY.ciGl�AO�4GENT 7th 7Y./2GT2�TR/ZG73 !2/e�85 u G ' 3�, , vp , �). 2A CONS�: 8 CU?O fid` �UTT�R pE,�7 mg, SACT1 - 24 L d 9 2��` 13 p� c D `33` I>' 10 � o0 0 o O N N 'BN%gm v PN, 3�'T ! Off- 2a , -- �2 &ADD PVC. 5LEEVES f0R FUIZJRE IRRIGA770H SERVICE,. 5/13/85 SA�v p0 Oq Oj 12 yQ9tiapc (,2�tr b ,ti : I ^ -wry CONST. srAV0AR4> ¢� + 4 SIDEWALK PER CITY STD. DWG. NO. 310 311. Q'RE'V" LEFT TURN La/VB 4. „ ,. ISS � v �, � � . _ ¢' 9 � h� a �//�rsrgL� /.1/s CURI/�' DATA t-,��,-� ¢ o w � ,� � � � 3� �W �- INSTALL 2 x4 REDWOOD HEADER. 9-190 L 6W.., � � �1' V• h R� � v /9 INSTALL STREET LIGHT, PATE APPROVE( ¢ div BA.ee/c of R L T Q /� DESCRIPTION of REVISION h 1 33' 7/� O( 0. CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518, � V (A) $8 /8 53 35.00' 53.95 33.99 CASE B (FOR: CATCH BASIN OPENING DIMENSION SEEZz CITY of RANCHO CUCAMONGA L0 FO/1 0&--9/G TIN /-3,4511✓ APPROPRIATE CATCH BASIN 4s `7-A.' ;f. N VUr W) ,0 8 85'04'55” 35.00' Sl.97' 32. lZ' SEE 561T N2 // cst (�u��r4 92°23'40" 35.00' 56.44' 36.49' U (� Q� -- CONST. CATCH BASIN #3 PER CITY STD. DWG. NO. 504 . TRACT NO . 1 v 0 c0� 95'gp'o935 .00' 58.03' 38. 20' 0 w IO CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA . � " � STD. 'DWG. No. 310 . 3o°27'x3" l,2Qo.00 4,38.05,.os' 32!>.71v' IMPROVEMENT PLANS FOR I� CONST. 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA TERRA VISTA PARKWAY O 14-0&-00" 49.2Co' 12.12' 6.O!D STD. DWG. NO. 301. G I$° IV 42" 100.00' 31.7!0' 1(0.01 ' 13 CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. 0 IG 45'2`6 ,�2G Ioo.Oo 29.25 14.73 NO. 404 . TEMP. PAVEMENT PER STD. 405 CHURCH STREET TO SPRUCE AVENUE, l9 cotisr oQivEw�r a��o,4c��,� c y s�o. aXrG A 305. , X=�' A PP ROV E� 8Y ATE I 19°x5'04" lOO.00' -44.4 7' 17.41' +l1---- (ro BE ,e�PL�c�o w cuQe 8 Grsr7e�2 3/OerveGlG w covsr of nz. i2& QJ Z'48' 28" 1,204,00' 59.00' 29-61' v X',W.5s/V,17�FeWorc 11rro �Ry TS' sTo sN�'�2 �'�T�F GTY ENGWEER RCE.No23889 CHURCH STREET o Z7034'09 1,206.00' 580.29' 295.88' Q 53 SEE 5//E�'T�/o¢,�a,2 oEroiGs DESIGN MAD E AND ASSOCIATES, INC. RECOMMENDED OL 20°3&' /4" 1111670 6 541-87' 1275.9! VISTA , PARKWAY 5'$' OF SAN BEG CIVIL NO COUNTY ,� �,M) 27°/8'47" 1,233.OG 58-i.7T' 299.58' TERRA �� CONSULTING CIVIL ENGINEERING �� DRAWN AND LAND PLANNING SHEET / 545 N.Mountain Ave.,Sults Ics S•B'• UPLAND CALIFORNIA 91788 - �F;JG P ONE' 7 4) 94G-0948 YT—dj U NECKED 1• RCE No 144111DRAWING N0. W.H.HOA E 4vzzz— FILE No/26-0ws 884 1 l • ;- - - - - 1 192•x6 BENCH MARK : +L I �4 ; 1 l jC. BENCH MARK NO. 96-B t t 1 8 AT THE NWC OF HAVEN AVE. & 1�E- 78.,4 ,� -�3�2j t } ``� } - } ! � +� + t t t + - - - X S _ N L R - 19TH ST. , 44 FT. W. HAVEN } c� i 1 I 1 h QQ $ i I 1 + & 83 FT. N. � 19TH ST. SET -- p r'C �� d�4 °,r!4 "' } } - + t) � 7. ' } i� t t -�} - - X- - slO .IN'�.Y. l /w t ! t i N C� 2 r - - - - -- - -- - - - - rt ND•OF AAHEAD WALL DRIVE PIN w -- -- - - - r N .�+� t t + } AT THE E. E �14i ! - - - - N i FOR 3-24" C�P--ELEV. 1430.686 ' cr- Ro ^1 NY t N t \ 0� lei �• + , } + + I - - - -- - - - -- - - - -- - 1 - • V • • T � � •v ` �G4rV�5.'T�IICT/OrV; NOTA" • , I qN V i - Q�_ O - u - - _ 1. 3rd , } - - - - - - - t .4GL EFT TRE�3 �'OQE T /f/ACCORoGw�E 4 + i ?PO GUTTr2 w N i i t I; + I I�VITN; Gi�Y STD. PL/lit//YO• o _;{� - - 70 -- °t° t` - - t t \O�� t i ADZ EE'TA' E3 6` LL TSD.sL►/O c3l/7�('EG� i I I h N i�j o01 8 Z iSTR E �J QBE uf?�* N L.Y. �0R49 } : - © o. Ae64o�PI 6 .16 C/TY 6TD.P 4W Jaz s�-a - - -- - - - . �± " � $ � � � � N � t h N ht� told t - - - -- - - - - - ! 14 1 t 1 1 N r.2 ` °Jp r i i E t r i fi ,d,¢�a2 Th corcl�4E�/C�iGlENT c� NY t C coo f o - - - - t - T - - -- - Tacf/ } cTo�.,vvY r,Fs�rq c�7r u � / t OWNEB9 � Uit! L TO / ES - ; 8 - ENT G°IE�C/ 8 /LIQY�PEQ,U;,? p f 1 V A/c�lE�t/o E�t/T3 ,45'D TE' 1 6 B �.� rrY - 4 e�EEr � � � i , ;�L� PlA�tI�E i.3Y'T.�EFi(/G/itlE G LYG'c� • . - - - - - .Pi t+/ f - - _}0 oo t 8g . + t ; ,. 5. 5'�RE�7'' Th�EE3 ARE'TZ3 f� FER�P � , t ,. M .B t -' , -f -t � -- - - -- . ; � tt /rL1�DvE/L/E/VT'f�W9`OrU Y+ 1 7 h - 8 - - - - - - -- - - -- - I - - -- t -- - - - - - , -- - - - _ -- - - - - OR • ,, r ' wwww - - - - - -- - -- - tiXX Opp- W0 1 1 -- --- - - 8i T � t t :3 - - -- -- - t } t t 1 , 1.70 / - - - - - -- - - - - - t t # - - 15 /�' /7 /B /9 20 2/ 2 2� 2¢ �S SEE LAiI/OSCAPE A.2Cf//Tz6T PC.4.1/io,Z 5!/.2fACB aATE.e/AG 241 PLACE <Fur-) -- PTL V h' 20 j 20' g' DACE Df GU,eB Q SEE GA,t/05CAf�E A.eCf!/TECT 51�) 1/A p R PL AIV NO 9 7� p !Z �' lrt Q ® LA vTo e SU•e.�ACE MAT�.2/.a L 9'' 50' O / 00 Era/L!S. �" MEww--�t/U B(G Gf.) s 7L � � � ST.eEET/ii7P,2D iii-1E.�/T r ACCsF55. �ACif/5/OE 5-A `� r C/TY✓ATO.01 tG.it/D.30/ 30 t1� c• 0' °t `� b � � 0 f ` v ` � \ , V �� U. �t V t(� w` I p' 20' 20' �d �T o�j \ \� / y _ 2"Cd.23 F.aCE • : . � � ��� � � � � � � � � �� � J ry � � /z .e7a% � /i",� r0 yT/G�v aeABE cc Q: V O O O 49' v N tQ O Al tin AN F/RE LtINECU�P,B t` Ll • - � .v.T•s. m0. �� � ry 53 9 54 .. O ��" Q ` � � 53 �' (n �� I I c� I ill If/.TS. _ Irf N 1264• j ,--� -�� g: -- ' W w r g I ro¢ 30� ' S7 �, - O t't Via! �t s �2 - -- �2ia' -,��q' oto x x x ,Q=a'rY,� w G4 � 2 .. ot�1A1X17 FX1AC�' Y�'y/CG 'S o�T�9�Ls � \ - q�m V STORM DRAIN PER TX NO. 12402 �V sere PLAN NO. 6836 V l' 60 AI�pEp Ar UNC D W �Q Q Q. \j l4\� Q'��,Q /2 � Q ,1 ! v �' 52 M APO DRI✓E�UP�.eoACN t U P1�C' R r' l R� OJ2 \• V g \5 4) fit' 3 W ' �` �t `. �4 CO T RU C T I 0 N NOTES N ti -4 Q ADD�v "ST�FNOA,pO S/v�IVAI.�c Ao ivr �a r,�a r1G�8 zx•.zG73 /�/�/g5 � 4� 2 Fo Ngra�� Q h ro b y �° a �� a 'u ;N W '� Q °� i�WrrN �� Wl �MIN COVER �. � j 0. 52 \ o J a N ® REY/SE PLAN PROF/LE TO 5/!ow FurLr,Q� //vrR- /1/as 0 GOILlxT/0N ?4 h \ \ h p /a-�CONST. 4 A.c• 4 A.$. 5ECT/ON OF //AMPTO.V PrAcE n SUN O tl 0 2,4 „ u > L - ROU 004 . J T f O N C�8 o +T ie R TYPI y V o' &ADD PVC.C. 51-EEVES FOR FUTURE /RRl6ATION SERVICES. 5/133/85 Aav D 4� �, q p U' /¢ INSTALL STREET LIGHT, 9500 ,L(JiL1 I DESCRIPTION of REVISION �� V , ` � (/�-� CONST. 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA ����I N ( OATS APPROVE i � �+jQ � h� Q�OfESS/0� v STD. DWG. NO. 301 . � sz CITY of RANCHO CUCAMONGA lNSrtlLL 2 4 RWw000 !/EADE,e ,� ��RvE T TRACT , NO . 12365 �� Imto GON5T. sTA/voAreD 5/ rake ,�R Grry s�v. AKrG �v0. 3� y� 3/l• A �4 ' r 52 c'orvst ORI!/E r�PreoracN PES ciry Sr0 30ro N \� �\ �� o• 2 59 0 0 R T IMPROVEMENT PLANS FOR i Q GarrER CQ�V,ST F/,PEL.Q•t/E" CURB 4 \ p `1 \ �1 �• ® I D --r- Co"5 r, /•lAnIOICAP RAMP yE,c G try STD. 3/0• �R GTA/ I�E.PE�1V o . .. C1yI t' O CD/Y5'T CURB O.vLY PER C/TY STD. OJ�G. N0. /O� O ¢, OD ¢5 /5G 7 00 /Z85. 7G G�. -5� TERRA VISTA PARKWAY h 61 G Q FOF CHIa��� ® 2 REMOVE CU.P,B GUTTER sT. UP/ISE APF 1gC,y PE,Q C/TYS7D. ,9 f/G. la- C, g ¢8'25 OZ" //o PP.110' /3SZ.Olo" 7/9.310' ' Co © ©-- PEMDYEEX/9T/t1EGl/�liV ISZA�VO !/E///C'LE .4616655 O CHURCH STREET TO SPRUCE AVENUE } �G,> ¢3029%5" /1o33.Gb' /239. ¢S' tv5/29' �?Ef��d,6-,4C 1,?wv e1/T�Q�I G'` eAl4, �1JB> : APPROVED Y ATE /Z-/Z 8 EX/✓�T 5'TL/G!/T5' To,9TA. 17,`,,'0.0 41YO7U 970 /4f.3,5"00. �P> ¢9�/D'¢7" /loOlo. OD ' -�f' 70/. 3D' I • • -' © G C��TA/L/f/ER OrY. Cl1R,BF�,P � � CITY ENGINEER RCE.No 23889 s' TERRA VISTA 0 C0�9r. TU,PFE�!oCK PARKWAY 0 42 X9'¢9' /59�av' ii?/. D�' �25.i2' DESIGN MA IE AND ASSOCIATES, INC. 5' L, �-- RECOMMENDED { �h/GUT� ® 9�3/ 35 /59�.DD 2D9 39 /o¢a¢ G. 14 . _ OF SAN BERNARDINO COUNTY $OTAN/G'AG GOMM4�1/ /© " GO/Y,aTiP(/CT MEGy�/L/Li/O�C.4G� /.PSP/GAT/OSI/! R G�AiY9 CONSULTING CIVIL ENGINEERING NATE y E 3/rE 07Y 3PAC/NG .¢P1' PFVYZDeYTf/6'C/TY. G /7G� ;9✓�" /Gvcb' Z9.8G ' /_<04 AND LAND PLANNING r DRAWN 5-45 N.Mountain Ave.,Suite toy SN EE T Q Cir we �/1gcAfz' �-�PC/TY.9T1i9 12W./03 r /9 ZO -4 /00,oo �3 77 /7.05- vTst TO ✓T<1 2¢f.Ss' G fi D. UPLAND CALIFORNIA 91188 QF_: T.P,�lrf/9/T/OrV ,DET!/L ,aorr«r/�E� /sc,4� 45- zs'oc. ® �'�/AE, ,rte N� . !RE E E , P q46-29401 f2AN Y/E'�Y © Gl CONr�'T G//r//�ErE� S//>�"GyvL�l'*Af1/ 3 ECTAiUGI/LFi'2 y2 5r. re s,.e��r40�'E.yJE4'.CW.QCCESB PER P.of/3y5s' �1i 31L3�?3 NEC KED RCE. No 1¢B/ DRAWING N0. C,5'T 1AllW/�/�E, !!Cf/�i�F. �F�FlJY //420 O?�az/�z _ �0 /ZG 7-4 %PG7P �T.q/Lt/O�P.?i�1 .0 2' /1'7 �S 1 S-S 7 ty H f f O A E 1/� FILE N o/2G-6825 884' OATEg /,f0✓EO - - -- - - c�-40.00' 56.2 7 JBENCH MARK . O.C. O.1-- BENCH MARK NO. 96-B G" 9. 2' �C / 3. /] � � • � u � - AT� - `• � -- -- - - - _ _ - _ - - - - - - -- 19THHSTNWC44F�HAVWN ¢VHAVEN & 83 FT. N. � 19TH ST. , SET 3. z' IN w/C S TAG .IN TOP j. . a 1285` z -} - f + } �� ATITHEPE E. END OF A HEAD WALL - - � I .1 �4 - - i 1 I� n FOR 3 24 CMP--ELEV. 1430. 686 t �y. N 1 I f t i J I 4N ^ pV i ilz7j- - --., ----- - - - - -- - 1--j {by , - - -elf. t }.. 1. + + + ♦ + + + � � + 4'"`J1 �+ 1 I i 1 -- -- -- - -- -- - -- >- - - - 1 - ♦ ♦ + + 1 V fes, - -- - -}----t--- -- --- - -- - ---- - - -- --- --- - - _ - -- - t - i go • - - - - - - , 1 n h r• i t ry + in, i } ap NN l� � � N 1 ; \q0T1 y i ; t c c v W 41 �i N X g► - - V N - Q V . M8�5 V 1 N� ^ S�99 o� 1 t N - - - - - - - -- - - - - - - - - , 1 4 V. Of ro � 8 • � 1 1 f s u 00 PROF/LE - - - - ` _- .. _ � ♦ it L I- 2� 26 27 2� 29 so �O 5Tq/"J /EGD DR/✓E ,PLAN NO. 9710 CIJR!/E D,q Tom} 6 0• Q s. 0 "R L T Eo' Io' O 47 °00'45 /• 07 00' /285.75' Coal-56' /o' Po' ► ` � V4 SPRUCE � <�•� ® 48°25'02' 3 ti a k' V U. k 0. _ AVENUE ` ' ` / 43° 16',¢/'� 48' 647:84' k. N C /6 .00 /2 33. k ��� PLAA1 <A) 47'10'47- /do 06.00' 1322.48' lot• 3o' �Zo N °� h �° h 9 I �, P �"�• Q 4/°39'25" /59 ••00' //58.92, aoOG•4I' h O b `? �' 32' �` <F ' Z 3'07" 35.00' 59-97 ' 38.49 95 v `�p� ll DAG / ' 1 `J 1.57 %X. 4% l , aapp M m x 9113 I r 8405/59" 35.00' d N ( C N N N p �: t2�0.� If�I D� 2� P O 51.3 3 H> /°e34?- 16 54.00 40,00 20.00 _ --=- !� < I) l3° l3'l<v 5a 00 11.54' 5.75 l�j FUTURE //"IPROVE/"!E/VTS `J. ('2) 15° 02',44' 50.00' 13/3' (o.(a O -71 TG7 A F, I o 011 I o•a K 17° 0!0' 26 ld0-00' 29.$!0' /5.04' 1280 f.7 (y -------- w I �( O 1200.19 ?C 6r' �! N �� ��� ��o`- �ry�Aq �g ' ` /��� L l�'20'�J7° 100-00' 33.77' 17.05' - 2'43" 1604.Od 99.2 49•e4 ., y✓G '3 ,, ?1a �q. p5 w� �-.�.7 _ N ' 47' / '' t f9r� O p,�QP05B0 // oyf � . - ` - � 0 5 4 /(O� 00 1¢• `" 7- 14 I +, t � .. Imo_h, a 8e3 J��� ___ ` � � N , t u Zn 3 .¢0 pVC. PIPE FOK 8 Z 5/E��V 17y fl/LL �Y 1 w 5/ -_ =�`` � t2 71 G ¢,F�r FtILL 51KJPU5 STARM DRA/N •PER TR. No• /2402 TR/ 5 rC, /lZ?KA710N _ t2 p to Ft. �5"�""-- w�N UNE 4 &HM L SC-,a Re-AIV NO. 836 UNW pL /,P�y TU � 8 , goy' � ��� � IRRJ6A ;�LE PRIOR roro BE /A'- L d /� �L g DO EXi3T/nr6.-DR1c�2 �4P�RostCN 0770041" 5TAMF/EL01' IRES BE 1N 10N "WIN �� �t caVsr/2trrrON 2 �� ------- 'V 44 .•'. IO �PO,o V �� (� -Alc i<ACtOCEr�p'7D7�t/2-072 TR/2ro73 / / 43 v"' ROAD CgIJSfRIlCr EACH END. - rn OVER aLEEl�S G4P 2 �� - _ - ti _ ©aaa sr�rn�ogRo --- 0 f,QCf!END. () top I _\ COVER OVER y[FEVES, .2 tea �� `��. 0� `J J � W � REV/�E PLAN � PRoG/GE TO FLlTU,2E INT. ` ' �' �• N n f �� _ "� �u a vF srAnfFiECO OR��E. ,t 2• 3 t,q /� j - _- \ . ADD PVC. SLEEYE5 FOR fWV) E /RR/GAMN SEkV10E5 511.3185 Nc -10 a - -- l Q 2.x/85 P�l� N W / �QEV L E�T TURN LANG ss ru f,3 DESCRIPTION of REVISION II 0 OATE APPROVE bCIN 32' ' 1�t �&� " " " � o z CITY of RANCHOCUCAMONGA CONSTRUCTION NOTESSPR Il'x Yx i i '. TRACT N-0-o 12365 UCE AVENUE 24�--•-�To��► r�� �zy . ILas/ ,; SE5 T 7 0� //�STALG _ ST1JP'r_ view PE,C� C/ry OERA'Vc1.1O G(11.4'q&'AlGA IMPROVEMENT PLANS FOR 4�-INSTALL 2"x4" REDWOOD HEADER. TERRA VISTA PARKWAY (/b- INSTALL STREET LIGHT, 9500 �U� CHURCH STREET TO SPRUCE AVENUE 7�---- REMOVE EXISTING REDWOOD HEADER. APPROVE 9Y A ERZ'/Z-gy /O -CONA$T. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA O TY ENGINEER RCE.No 23869 TERRA VISTA PARKWAY ST)3. DWG.- NO. 310. DESIGN MA OLE AND ASSOCIATES, INC. REWMMEN ED CONST. 0" CURB ONLY PER CITY OF RANCHO CUCAMONGA p ft• OF SAN BERNARDINO COUNTY 1z STD. DWG. NO. 301. CONSULTING CIVIL ENGINEERING 4011or• -vr ",mev9i�AlXPE,Qc/rySTtx Dwa mp y/b ¢3//. QRAWfV AND LAND PLANNING, SHEET /5 JOIN EXISTING A.C. PAVEMENT 543 N.Mountain Ave.,Suits toy UPLAND CALIIFORNIA91788 OF:5Z P ONS 14 qa6-2�taq CVC4.10"64 SAO. "a.. �c/P. 40/ HECKED RCE. No 1¢B/' DRAW IN G NO. -IP5TAcO "stop" sl fN -ae G� yy of ,e4A1Cg0 W.�.H. 0A E � � � F ILE N o!r�-�82-s 884 -C!/C MD -440, pYG. NO. 0? ., - - - - BENCH MARK : - -- - - - - MARK NO 96 B 3 7 7% AT THE NWC OF HAVEN AVE. & • - - - - 19TH ST. , 44 FT. W. � HAVEN -- -- - - i & FT N 19TH S VE G IN TOP VE - -- -- - - -- --- - S - - - - - - - - -- - - - - N - - - .f} - ATITHEPE. END OF AAHEAD WALL - FOR 3-24" CMP--ELEV. 1430. 686 �4 ( _ { --�/' -- nj s L Y- 1 3 - - - - - - - - - - - t 0p � - - - t - v - } } N a C ,Q -- - - -- - - - - - - - - - - - -- - - - - - --- -- - - -- - - - - -- .o .) o +. N . I , U N - - -- 4 C rP �,Q p,�p ` ! t ew 3 I a1 �. . G - - - - - - - - - - - - -- - - - - - - - -- -- - - E � - 1 �4'/� t - - - t } r - t Nr - - - - - - - - - -- - - - -- - - - - - - - - - - - - - } - n t ff 1 1 NOR. Va R 1 =4 - 4 t 1 t '(OU 7170 148 Gt t- r-- t } Q / 2 3 4 S 6 7 C NUE �- DWG• nlo. 83 6 ! �'..••• :V:.� ! i-. ,� OF 8► -� - le. FUTuRe R/w I 3 \� II 000 I 1 t►� �Q � � I N NJ 1C. G. ALsR H' i qbG'� QI I N - oGe cam�4vIF1vT ���� �,� -�- \D o� EXIST /0 W.L. ya ,I cr s� g�' 1 0>o y rr X2402 �q. Nef2 7/2. o2 89.64fs. (�1 Q ,�, �5 M�A/P�N Cl1R$ EX/9P. 8 a�• ` �GX, ^( %� Qr \\ Sj\ '0 PER TR. /2402 SEWER ( q►� ,�0-l� of Qj \ °1 MEO/s1N CURB ���, FUTURE �1 \' 0 � l �V f2 TR./2402 �URe G T T r� ?� �/ (�90./?T.C.) �°� qq qa A3 (� - -- +---- - I �/ /V 177 l B, EX I7N. tr- N 05 l(}- - ---- 1 2. T� _, _ � • SNE . . PIPBa l✓L. �xi Sj w� $ +r 2 �' �. �' J� = 92•�o rC. 5 �� t PRaPD.sE o"r��, c Furulee �R4Pf>SE� -- qGq �A 0) w A '� w CUR$f GUT T� 9s �. - to w 3 D� µ . : !• i s=zoo' T 3o0'rrt �3 th , 10 v.• e�. Z.=9.42' 2/4.12 /7� 33 C� TuRe R W � A. � i� � p0 2 a �0 (9 3 � Q( LOT L INE W FUTfJRe R W .� �► - Bb `� �� 2.99 .. =14 9 j O � � Q N I Poi T, oAR:t'�Qy TRA// evICAT/ON JAAJy $ `0l6% tJ •i V IL L/. �O RKG, / 6 `•{ Z '° , U ! m Q� ,�y�j JL 86(/Es �OFt Z"/R.q/G T DN Q SGEE(/E5 L'�ft 3°'ARRlGAT10.V 03`y Fy ty fGO�v7�C_ W1RES 708E UNB��GOr er- 6 !�f/iRES 727 J g1. g`q� � 2 . h m m �' /N57,QGGY� PR/!1R=;M/r."F{A4a 0� l.Vs/•4GG�a PRioR 7b RoQO i + tV h J CoticsT. 24"ti1i.V, covaW co vsr 24i�M/N. Got�R oti�,� U) O • � yQ� lQ' ; �2 8 $, -/I u ovNo SG�-ary s, c<ine,4, TiPAC7� /VO /Z.3�5 ��-��s, caPaA., awo CONSTRUCTION NOTES ( � � ��� '` + 4. a rr ��� D�D ��d� o p(J / coNsr- 4 ,4.c./4 A.S. \� 2 �0��� SEE gHEET 7 u E N 8__ secT/� SfloWB � SrH� 1 0� 20•. �P/Ci'tL- 1 RUCE AVE 3 CONST. CURVILINIF�R SIDEWALK PER CITY STD. DWG. NO. 304 . © �� $7.7-,?"_?-TITS T sp TERRA VISTA PARKWAY SEE SG//EOUGE LOk/Gr. LEFT INSTALL 2 x4 REDWOOD HEADER. DESCRIPTION of REVISION �j CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 306 . GATE APPROVE W= '3_51-0" . /�-- INSTALL STREET LIGHT, °J500 GU�Lf CITY of RANCHO CUCAMONGA 7 REMOVE EXISTING REDWOOD HEADER: TRACT NO._CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518 , 12365 CASE "B" . (FOM CATCH BASIN OPENING DIMENSION SEEjlqPR - APPROPRIATE CATCH BASIN t' ST�.•,'PLAN VIEW)�. _ j,_ OVEMENT PLANS FOR Cf//P1/E' OA TA �j CONST. CATCH BASIN 13 PER CITY STD. DWG. NO. 504 . TERRA VISTA PARKWAY G'PAKK�' A fJEI�lGA77C�N 0 R L 7- ��or �Q CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA - - '"' C'UR1114 ✓Ci/.L�/t%9L,C� cNE000E_ STD. .,'DWG. NO. 310 . EAST OF SPRUCE AVE. O 97018'/8" 35.00' 59.44' 3°.x•77' X` ios vcacv t3 CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. ® 14"O<o'00' 49.2 12. 12' &. 9' " "` sTA 71 0A1 �X,� STMT/DA/ "X " � Q ,. NO. 404 j TEMP. oAYEMENT PER 9T0 405. APPROVED 9Y DATE /2 C I /f 6G.00 3.00' 4(50.00 8.oo ' �- JOIN EXISTING A.C. PAVEMENT �Wlet� cDC?oo•oop &.00' 12.571 8.00' CITY ENGINEER RCE.No 23889 r _ I 2�• /0- 0 0 8.•00� 4 f 7/v .00 9.50' 2f s5.00 /o.oo' 5f 32.00 6. 00' DESIGN SIGN MA LE AND ASSOCIATES, INC. ,i•_ , RECOMMENDED /-oo.00 8.50' sf Sz. 00 5.oo' OF SAN BERNARDINO COUNTY 3 25.00 6.50' CONSULTING CIVIL ENGINEERING F y OA4WN AND LAND PLANNING• SHEET f 60.00 /0.00 ' 545 N.Mountain Ave.,Sults. 105 3 -A 95..60 /0 00 G•P8. UPLAND CALIFORNIA91186 CURVILINEAR SIDEWALK DETAIL PH NE(7 4) 94rl-2849 OF� 4 20.00 7.00 HECKEO RCE. No.%¢� DRAWING NO. 0 EW_4Zf_� FILE N0/2,94OZ-s $84- t t i L 5 ri � � f • {� - - -- - -- -- - - — - -- - - -- -- - -- - � o � T - �- 58 o . 2 BENCH MARK : y /' .Y y� Y BENCH MARK NO. 96-B - } - - - - -- - 1 - - -- - -- - - - - - - - - I� ` t - 0 - THE T. , 44FFT. WN�VHAVEN tt 19TH U5 N f t } - - & 83 FT. N. It- 19TH ST. , SET Z I m , �, � l0000QD t t Zb : t t t - - - — -- - - - -- - - -• m } M t - DRIVE PIN w/C.S . TAG IN TOP , � � I � AT THE E. END OF A HEAD WALL OiZ, o d- J f � FOR 3 2 CMP ELEV 1430 68 T , �. j �o m � -fit , . N I l - wa - - + - - — - - - -W7 - t - 1 `� 1 - T _ S1 ' w � I i � � I ' l 1 I l ! In � >.�f ; ► �l' `9 '. - � 1 I I - -- - - # l 1 - --- - - t r t + --- ) -- } 1 V t ? ' ` t t - - - - aQ- 1 t I rc�,a o !7lT. L; u�a ; ; i o ; - N 2 run v + t Z 0 r [7 i 1 1 I .� Ul I t 1 z 1 E ! N ? i f to f ' I 111 N t t /• (W } } , I I nt m t T 1 C2 1 / }} t t t } -- N T iGfR 1 t o s J Opp- o { 1- 0A 7 A� , .. . . + 1 1 4 1 ♦ ♦ ('� N 1 1 t l } t t 4 y 1 + 1 1 V f l , , , , 111 1` : 11 `•' ' I ' I ' ' I v00 V / I ' 1 } + ; ; : : , t T - , ; : } 9 } L-50, 2 - t N t I• o°�° �!�'� , ; t } _: ; { ,< - i 1 - { { t } I , 1 i + / T Q+cM NA ; t t t t } t + 41 l I } # L4 5 9$ fel 4/4 Q/4 °la l ! lL, ,R ! _� N W f 1 �} , ? # I ! I 1 } z p l T :fit--{'� i - T l� ' !. } t i 1 I pp t`�y j xgT. , UN } l t f 5 t�'�• ; i I o� (q N :� y t t 1 1 / 1 �tt ;fit �Ji�� 151 11� N ''f' I Xrl TI— 'K 0;� Q � , i op idl I 1 l } ,2 ! } �9 t o : i T'A qF' ' YT C p •G p>'1E t } I ,� : �! i Ttt i I O N ! i I l N /, �. r 'X •� � - i i I I t fi l 1 1 1 go } t t } I 11 _ -- - -- -- } } ! t N { t 1 E L} I .21 ' 1 t t 1 1 1 1 4y N �; �.? i ? t r T , I t I ? PROF(LE T 0-c. . —7-j_� r!4 ��. � t 4 t !t' } � r t t r l i ? HOR. I 40� ll 1 T of /O i . . T 1 -- { - - - i i ] VERT. I"=4' 32 33 34 35 36 37 38 39 40 4/ a� 42 43 pozy-W v�g'fP� TERRA? 6 O� 32� 2 � #e c'D SCALE 7"� 40' V a A ���,q . ., i of 4i t \h i CX w Na N to oR Tt�.T, /2 0'tr 20 G� is• 96 �R krpf A 0 tr 02 Z 1 1 y if �r 1Z4 �L cz 0 00 _ x0 + "1 �1 � 00 , �� rjeA ky t�' �'ti f c F iZ Z m �. Q / w v� ,�� ,�►9 SJR$ o GU �Q a v"J _ � / '_�_ PUT \ ��) v V � / ��• . 6S, J!• n� 4� �� N / ���� �°° • N �--yam LU -/v j pITT IJ R - - _--- J ,,,�. p „I N ' \v • / II W ---�. E CUR -+ — —� pSrD IU �`�G� ASf LU N 3' oq, IS" .VsrgcG JW I,, �= F- w .' �_ IJ=5 D 9 _ eA i 0 8 4 � 4 /p ! wr 4 ss �:_.,. �uru,z e R/v.�-�— _� � ti Q\�„` -- _,. : � �'� ,. $ _ . _ �¢ tig,� -�3�9 � ' g� I��' _ o•oo ? la � .... K yV p,`l FluruRE CURE rr8;• _ } .. �2 �y - th 0 �t6 T of ov L, 20 1 � N � 1 � t ,;� �r�1• o� � 9 0 � _ ,. . •;;>>, — •`� L�� SOX - - ti s' v „O 1x P -OT 3 3A TRAC G_ /5G G.g72 3A tl I N � 'll 1 I �II , 5 CONST. 4 A.c.14 A•B. ATA E S R IP O NREVISION ao � . O-- CURVE D D C TI o f m L f 11 4 ii4 N M LO T ? 2 CONST. CURB & OATE APPROVE GUTTER WITH 8" E.F. AND 24" GUTTER PER CITY STD. DWG. NO. 303 . ,� R L T 0 h CITY of RANCHO CUCAMONGA g• 4 '" � N �{. �—CONST. CURV/L/NEAR SJDEW,9GK FERC?Y STO. 06✓G. NO. 304 D�0000" 35.00' 5498' 35.00' �2 22 h M INSTALL 2"x4" REDWOOD HEADER. �8> 97 /8'J. /B" 35.00' 59.44' 39.77' MOUNZAIo 23°00'00" 9(08.00' 3gs.58' 190.94 , TRACTO. 12365 N v�EW n1 � .� OS "--CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 306 . - -- DRI�/ W= 35'oa _ O 23'00'00" 1000.00' 401 .43' 203.45' IMPROVEMENT PLANS FOR ' m SEE SLI�cE•r � 3 ¢ ' ' SPRUCE '1 _ �. . --- ___: --•---•__.----- _ s 0 INSTALL STREET LIGHT, 97"00 LUiYI. V P R U C E AVENUE 2 E 23'00'00" Io 3Z•�' 4 14.27' 209.�� ®--CONST. LOCAL DEPRESSION PER CITY STD. DWG. N0. 518 , <F) 82'41'42" 35.00' 50.5Z' 30.80 SPRUCE AVENUE CASE "B" . (FOR CATCH BASIN OPENING DIMENSION SEE �) 9523'07" 35.00' 58.27' 3846' MOUNTAIN VIEW DRIVE TO TERRA VISTA PARKWAY APPROPRIATE CATCH BASIN CONSTRUCTION NOTE) . CONST. CATCH BASIN #3 PER CITY STD. DWG. NO. 504 . lN) 64405'54" 1. 37' �jl• S'7' APPROVED BY DATEIZ-/Z-gq 10 -CONST. HANDICAP . RAMP PER CITY OF RANCHO CUCAMONGA I GTY ENGINEER RCE.No 23889 \ STD. DWG. NO. 310 . DESIGN MA OLE AND ASSOCIATES, INC. RECOMMEN ED I(o CON6T cURO 6UT 5-r PER RAWNO COCAMoNGA c1rY grt2 5oa �/ OF SAN BERNARDINO COUNTY - (WITFIOUT PIP,5 wnv-) CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 18 CONST. UNDER 3/DEW,4LK ORA/N PER RANCHO CUCWIVON- ,4 5 545 N.Mountain Ave.,Sults 105 G/TY STO. so7 (W/THOu7- /`!gN!/OLE -RAN/E ANO COVER), L�/2' UPLAND CALIFORNIA 91788 �. OF P HO N 4 14)985.9829. (9—CONST SJDEWALK PER C/TY SrD. DWG. 3/0 4 3/1. NECKED otic RCE No �¢ DRAWING NO. OA E / FILE No/e6 t-s 884- BENCH MARK: / QbHlN NU. = BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. HAVEN & 83 FT. N. ,t-- 19TH ST. , SET T U 0 - DRIVE PIN •w/C.S. TAG IN TOP U AT THE E. END OF A HEAD WALL e0 m FOR 3-24" CMP--ELEV. 1430.686 cz m 41A Z N + - N N ti . 0 - - - — N ! TPO X' u T Ut 10110 1 . X' 2 6/1 Ire, All — m T T T - - - h o V. x U I` X .01370 5lOwn 1. No P-N- 0 � -- - - - - - - -- - , , Wr - - -- - - - - -- - - - X12 — — - • 1 4 : , 1 t MM M.Nows MOONS MMP IT-- s 1 t 1 t tU W 7 ~ N } Eh K ; • : 14 t � X! N L 21 ! 3 1 - - - • • f , i � 7�D 1 t t f - = i t PROFILE } ' ' r - t - - - -- -- — - - - -- — 1 1 N pR. i =40 f }-- -- y - t - - - ! Ij - - - - - - - - - -- - — - f 111 VER. 1 4, tl t � _�_ ! T t t ' � � . � • � A---t -t I Ll I I J O I 2 3 4 5 0 7 S cT 1 19 6"e,O ,v ,,g Ae OV T/1. iZ,jG5 M r W i } o l3 I= i"=q p' mp0 L N 174 3A .)7 It SPRUCE AVENUEZq ef i 2 olu �,0r � � I o � M o � Chi' PL�`�' •��n y` /i� � ST°�P (JI y � o E7 �� rc 5�1i N 0 0-,5 0 c I CUR,9 ri-er FSR `i O r1 PROPOSEv B' w.L. lcY_Oj 6Ri� N6N /��/ > % 4 0 ail SOT Ir��' 244.81 ' 3 72.50 !'Y3/4', G 19? r j w A N M'N' 1 , , u �) 3q>` I^D' 'ta Zc�o rt.d I 2 S I D N 5s 42 w - -*- I3' �� ` / 6 GYaTL�T RO1111 P � .d w NDAQ�� CURB CONSTRUCTION NOTES -�D 217/.8/ O—CONST. CURB & GUTTER WITH 8" C.F. AND 24" GUTTER CUPB OUTLET PER CITY STD. DWG. NO. 303 . DESCRIPTION of REVISION / ^ O3 ---CONS CURVILINTER SIDEWALK PER CITY STD. DWG. NO. 304 . OATS APPROVE MOUNTAIN VIEW DRIVE � NS /�EO2"x AT DW T/,�/S SSE�T INSTALL 2 x4 REDWOOD HEADER. CITY of RANCHO CUCAMONGA .SES' SNT /Z OF 32 ^p oj ' V N O---CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 306 t FOiQ TE.MF�pR�tRY `/ GU 1/E D W� 35-o RTH CtIANNLG `^ ��INSTALL STREET LIGHT LUiL1 5800 TRACTNO. 12365 26°00'00' -78.00' 35305' I-M•� S FOR w 8 CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518 , _ __ _ `1 ® 26°G�O'00'' 800.00 3G3.03' i84.G�i' CASE "B" . (FO'R CATCH BASIN OPENING DIMENSION SEE APPROPRIATE CATCH BASIN �'A••,P1-AN V«W.A MOUNTAIN VIEW DRIVE l2' 32' 321 Hie �Di �l0°00'00" 3500' S4�8` 35 00' CONST. CATCHyBASIN #3 PER CITY STD. DWG. NO. 504 . FROM SPRUCE AVE. TO E'LY TRACT BOUNDARY; s t3 CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA APP OYEE OPRUCM AVU NUS STD. DWG. NO. 404 AND END OF STREET TEMPORARY PAVING CITY ENGINEER RCE,No 23889 PER GiTY BTD. NO. X4-05. 16 crTY sT ou coNsT, ccumTLET PSR 9A9640 cucAMo,vo,4 o 5G� DESIGN M DOLEANDASSOCIATES, IN RECOMMEN ED ,�! OF SAN BERNARDINO COUNTY e9 W64 WITHOUT PIPE OuTLET) CONSULTING CIVIL ENGINEERING DRAWNAND LAND PLANNING• SH'EET 3A cOrtlS'T. SIOEK/ ik, PER clrY sro DWG. N0. 310 ? 31l 545 N.Mountain Ave.,Suite ios G.i=o. UPLAND CALIFORNIA 91788 A OF 32. �p CON3r. Hr9ND/C,4R RAMP PER C�rY OF R.�N�'NO Cue-l�ONS4 $r0. pl✓G. NO. 3/O PN N9(7 4) 0146-9949 NECKED RCE No 1¢B1DRAWING N0. IDA E FILE Nol"-gats 884 : - - - - - - - - - - - - - - - -- - - - - - BENCH MARK ! i tt t + 8 N ♦ ♦ t i - - -- - - -- - - - - - - - - - -- - - - - - - -- - - t ( � BENCH MARK NO 96-B ( I I j ' AT THE NWC OF HAVEN AVE & 1 ' } � 1 ' 19TH ST. , 44 FT W ¢e HAVEN , 1 I , IN & 83 FT N 19THST SET DRIVE PIN TOP + : t - t : ♦ : : t AT THE E. END OF AAHEAD WALL 1 FOR 3-24" CMP--ELEV. 1430.686 IN, { } i } ; , I t N 1 1 , i , + t r T� I ; t ♦ . ♦ ♦ ♦ i t - - - - - - - - - - - - - - - - -- - -- - - - -- - - -- - - - - - -- - - - - - - - - - - } - , , 4. 94 G , , : r 1 , t t 1, , � t { ; � ! l'-9.99 �a t 2 I , � h a - - t 1 - ; 1 : - - , , } , , , I { ; ; i . ;m t t t }yj V� ry t t + -- - — , : �1 } + - - - - -- - - - - - -- — .\`� r \ , , } ♦ t , �' . : r - - - - -- - - -- - - - - - - - - - - - - - - - -- - -- - - - - - °0 t f t } t Sega- - - --�_Lr-�- t � •+ter . ♦ : _r t t t t 1 : t , t + F? /L IN : - - - - - - - - - -- -- - - - - -- - - - -- - - - /28 /29 /30 /3/y /9Z COit/STRUC T/ON /V TES O CAUTION 2 ),Ip11,,J� HIG PRESSURE GAS MAIN. CONTACT THE SOUTHERN 6CAI-6 /" a GO' I ,�O Cr /,q CONST. 6" A.C. ON COMPACTED NATIVE SOIL. CALIF. GAS CO. (714-529-2889 OR 714 529-7070) �, AT LEAST 48 HRS . PRIOR TO START OF EXCAVATION I I a� ,, X 0 �-- CONST. CURB & GUTTER WITH 8" C. F. AND i OF ANY KIND IN THIS AREA. � � �' 24" GUTTER PER CITY STD. DWG. NO. 303. © � CONST. 2"X4" REDWOOD HEADER. t'x�sT- coo -- �5 JOIN EXIST. A. C. PAVING. 71/ CONST. DRIVE APPROACH PER CITY STD. DWG. -� NO. 305 . F N e SEDT/O1t! G/NG- ' i(/ 0'01 ZO �t/ AlO OG 08 �Y ®-- REMOVE EX. A.C. DIKE & DRIVE APPROACH. jt ' w /1J ' n jA iii ils IN) � ^\' ism 11�j tl� lay P9r i �y by i 2y �. Itih C' 2g� 2g ( ¢B REMOVE EX. SIDEWALK. _ n N,4VOV A16r. N 'V O 07'�O"/✓. N. O'OG'Od Wiz¢ ,� ti 4� ,� NOIIf/ /jDVNO DANES. LlAflr aF q.C. CA'e �PSq.�2� SPT O� TPgiS/S/FZG2'JD GiOiVT•PaL�A/PPORTS STU S•/? 209 n, u�� td� lg til Al 3 �3 �5 fs �O\ CO�Vs-, .4.C. CAP Al/N. 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RECOMMENDED 4114 OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAW N AND LAND PLANNING• SHEET ,45 N.Mountaln Ave.,Sults I05 9 O F 32 UPLAND CALIFORNIA91188 PHO 9(714) 94G-0949 NECKED RCE. No /¢0/ DRAWING N0. �,� DAT G S FILE NolZa-,0124-5 88¢