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HomeMy WebLinkAbout1466 BENCH MARK : GENERAL NOTES : CONSTRUCTION NOTES & QUANTITY. ESTI MATES : BENCH MARK N0. 96-8 AT THE STREET TREE QUANT I T I ES Nuc OF HAVEN AVENUE AND I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY :YMSPG S1 REE1 NAME BOT AN I CAl_/COtIMON NAME 0T Y . SPACING S 11E (D-CONST. 3" A.C. ON 4" AGGREGATE BASE. - - - - 517,0-00 19th ST. . 44 FT. W. o HAVEN OF RANCHO CUCAMONGA STANDARDS. AND THE STANDARD SPECIFICATIONS 5.F I � b 83 FT. N. a 19th ST. . SET FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, CONTRACTOR - A - CONs " r - - DRIVE PIN •/C.S. TAG SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE I BLE FOR ADHERENCE � COUNTRY I//El�t/ /.7R. PY,P�/5 G4�LE,Py.4�/A �.4DFG,PO �¢ 20 O.G. Z4 f30X � T. 8 CURB WITH 24 GUTTER PER CITY TY STD. DWG. NO. 303. 7 G 4 �tF IN TOP TO THESE STANDARDS AND SPECIFICATIONS. PF_,e IQ 7 - AT THE E. END OF A HEAD WALL 3�-- CONST. 6" CURB WITH 24" GUTTER PER DETAIL ON THIS SHEET. - - 2,4 2/ L.F FOR 3-24" CMP- ELEV.. 1430.686 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER /yov,VTi4�N tiiEk/ GK GUP��t//OSS/5 A�✓�►G4,ep AC) a // O'o.G. / 2 5G4G - - • - - 2 POLES. WATER METERS. VALVES. FIRE HYDRANTS. ETC. SHOWN NOT � 4 CONST. SIDEWALK PER CITY STD. DWG. N0. // 8/ OR b ou - GA tPcT H/Giro � 3 3F SHOWN THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR 1N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE 5a -INSTALL STREET LIGHTS. 5800 LUMEN H.P.S.V. BY SOUTHERN CALIFORNIA EDISON, PAID AND COORDINATED BY THE DEVELOPER. - /5 eA. G, REMOVED. RELOCATED. OR PROTECTED IN PLACE AS REQUIRED AT NO Gdrg/G.�F ca�crer ,�u5 [�4NCEA �AF�iCA.V Sv�.4C Z� 25'O.G. Z4&A COST TO THE CITY OF RANCHO CUCAMONGA. , (Df) --CONST. HANDICAP RAMP PER CITY STD. DWG. NO. /02 - - - 5 EA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY / a7 -REMOVE. EXISTING REDWOOD HEADER AND JOIN EXISTING PAVEMENT. 7B0 G.F R a jai? P 0.,­,P4 VEME.VT ��Gs/G OjPT iPNUS UNCF�9 ilF�/G�i✓ �iM.4G 7 " / / .G. /.'.dX �ilk TO DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY DR INDIRECTLY 25 D 24 a r - - i FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN 8 CONST. DRIVE APPROACH (W 16 X 3 ) PER CITY STD. DWG. N0. !O 3¢Z 4F /A 4 ON THESE PLANS. GocuNT.rYvl,--W GLr L/QGJ/O.AMdA.r 5TY�4G/FGU�4/ , ,, 9t�---REMOVE EXISTING BARRICADE. - - - / G F \ s 22 Ell i 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ® 5`r/EETGUM / D.G. 2¢ ,B�j� ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION f0 INSTALL "STOP" SIGN (R-1) PER CITY .INSPECTOR' S APPROVAL_ , - - - - 3 E.4, 25 u WITH CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 7Yz/' 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. NOTE: SEE STREET TREE LOCATION PLAN FOR TREE SPECIES SYMBOL. 11 APPLY LIMIT LINE AND "STOP" PAVEMENT MARKINGS. - - - - - J 6A- PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT 12 CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502 TYPICAL SECTION POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE (W & V PER PLAN] . - - - 2q E . THAN0 5 FOOT INTERVALS. N ADDITIO AL PAVING STAKES MAY BE REQUIRED 6 CURB FACE&24 GUTTER BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 13 CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 503.- -- - / E,4• (W L V PER PLAN) . 5. ALL SEWER . WATER. ELECTRIC. GAS. PHONE, OR OTHER UTILITY LATERALS. MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 14 CONST. LOCAL DEPRESSION CASE "B" PER CITY STD. DUG. NO. 518. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. 15 CONST. LOCAL DEPRESSION CASE "C" PER CITY STD. DUG. NO. 518. - - - - - Z EA. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH REMOVE EXISTING CURB AND GUTTER. - - - - - - ZD 4e THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 17 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 401 - - - - 9 EA. SURFACING. Q /8 /N5T-4 LG ST.PEET 04 e11. S. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED ,4.vp ST.PEET T.PEE Co�/ST.PC�GT/O.V ivory yE,e-Eoiv TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED 0 D tq XP40v6 Ex/5T A-0-BERM 5'o G•f•Q TO VERIFY STABILITY STABILITY OIL CONTENT AND GRADUATION OF ASPHALT y14y A PAVING, 111/141y, & 20N NOTES &Cr.GoNBT• ORIVC- Al"ROACH CW=/Z;,Y 3;UNCEr� Owl i✓E PCX C STDGft At'll�lJ/OS S,f 'Jdp ,�F Q w ��' TORN DRAIN CONSTRUCTI 9. PRIOR TO THE INSTALLATION OF ANY PAVING. A MATERIALS REPOWALLRT ALL G9 - 73 BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMIN- ATION ETERMIN- ^ T T M ^ L c AT I ON COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF G`X/ST�it/6 JMP�ovEM�iYTs �E•t o%� #}//¢/ n N-� l _.l I 'nE S AGGREGATE BASE. x--we 1O.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 3INSTALL 18" R.C.P . TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS ( PRIOR TO FINAL PLAN APPROVAL CS�__ CONSTRUCT JUNCTION STRUCTURE PER DETAIL ON SHEET NO. 5 - - - -- 2 EA. ll .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 6=Q ' 4- lea G �� OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA 5cao01 QUALITY BETTER THAN THE NATIVE MATERIAL. ACC�VEL __ 12. 11F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS ¢ - - - __ _ _ 4�:] _ CONSTRUCTION NOTES FOR STREET TREES STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 2 I RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. TS.=G.0 E'/,0r ,P"o4Z-ae= 70 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE TYPICAL S FCT I N PZ_OAI_`� CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN MOUNTAIN VIEW DRIVE 2 . ALL STREET TREES SHALL BE STARED AND PLANTED ACCORDING TO CITY DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT STA. 20+24.11 TO STA. 28+00.45 STANDARD �G4N5 AS PROXIMITY TO HARDSCAPE DICTATES. SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE N• r. �. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK, 3. BACKFILL MIXTURE FOR ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF AN ERGONOMIC SOILS REPORT FURNISHED TO THE CITY INSPECTOR. 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM CLOSER THAN THREE FEET (31 ) TO THE FACE OF CURB UNLESS OTHERWISE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED NOTED. DURING CONSTRUCTION. UPON REQUEST. THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. S. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY 15.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD ENGINEER. SOUr" PVII AlACh-IC RAILROAD FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED _,�5 UPON REQUEST OF THE INSPECTOR. 4T W I 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR OJ W TO FILL PLACEMENT. bd- G2" W I N Z _ 18.00 TACT UNDERGROUND V 3' SER ICES ALERT AS REQUIRED. TWO WORKING �� W I NG DAYS 23 Pum � 32 PRIOR TO EXCAVATION. PHONE1-800-422-4133. N0. PROVIDED FOR YOUR t+i� I g CONVENIENCE ARE THE FOLLOWINGt ¢� �d /d ¢.5' � I ; A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ( 9' 9' 91 MR. BOB STALLINGS (213) 959-2718 FOR BASE LINE ROAD CONSTRUCTION L VEL E 2 UN I r CE✓EL Li.V , i SIGOPE ' ' 0.Sep, E �� � � o'er Plu n`^ry 0.30 �d •� ./d' o Q/d �I B. GENERAL TELEPHONE (800) 422-4132 � ,, _- _ ; •• ,, _ r� FOR UNDERGROUND SERVICE Y •. i, . ., .:. vim. J 4 ,. W PIr► h- J C. SOUTHERN CALIFORNIA GAS COMPANY [7141 798-7739 `f I rJT �'4,L F 1981 W. LUGONIA AVENUE � AVre: F 3 = a 3 0 N 5/ 3 � REDLANDS. CA 92373 TI. - 5.0 .P = 70 TI. = 5.0 3 ��� �A�1r�7.ZTg rO To /4-45 TYPI __ _CAL SE D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 TYPICAL SECTION _.,___ CTION /9• z4 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA. CA 91730 CORSICA COURT COUNTRYVIEW DRIVE E. METROPOLITAN WATER DISTRICT [714) 593-7474 PALACIO COURT P.D. BOX 54153 Al T.d i' I LOS ANGELES. CA 90054 \ v 9 i 1 Tlkic KEY MAP F. PACIFIC TELEPHONE COMPANY (7141 999-5539 1 1 G. SOUTHERN CALIFORNIA EDISON COMPANY 07141 983-1746 o SOO 1 422 NORTH SECOND AVENUE , 1 1 �V UPLAND. CA 91786 2 3 i 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 5�1EET5 3 7 foie ,�ri�iorc� Foe ti 6 2 - �9 2 t- y- SHALL NOT BE PLACED UNTIL ALL UTILITIES b UTILITY LATERALS WITHIN � �2 , 1 �, � 2 _ � � � Ti�GT �• J552b. l- �� t THE ROADWAY HAVE BEEN INSTALLED. ALL ON-SITE IMPROVEMENTS ` 1` 9 ' 28 ,�- �G If ' \ 4? (r) e J� .-' - CITY INCLUDING ALL GRADING HAVE BEEN COMPLETED. AND ALL UNACCEPTABLE ► 30 12 , , :' =" �""" 1' ti i DESCRIPTION OF RE 'VISION DATE PARKWAY AND ROADWAY IMPROVEMENTS A SATISFACTION OF THE CITY ENGINEER. PRIVATE ENG I NEERrRE REMOVED AND REPLACED TO THE APPROVED S NOTICE TO CONTRACTORS '� `� _ off•; \ 4� 1 1 / e 6 CITY of RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 0� N� P � m 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB. 4. � 1 THE INSTALLATION OF STREET LIGHTS. STREET SIGNS. AND FIRE HYDRANTS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; Q�`E j��� 39\ 40 SHALL BE LOCATED BEHIND THE SIDEWALK, TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT gE , I g8 i8 vJ ¢ ` STREET IMPROVEMENTS THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 1 6 31 .� Q PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 1119 FOR DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- )�`� 3 J� SIFOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT /¢ ���j 3 ��#.114Y �` TRACT N . 14355 SHOWNOWN ON ON THESE DRAWINGS. 32 33 34 1 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- 15 I l/y /� Qp !�� � l I B I L I TY FOR THE.JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 6 \ � �/2 � /01. / ��J �` � _\ / TITLE SHEET OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT \ 17 /' s. S _ �� ��,/ off ss/ THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; /g Il \ W ��6y �oQR 1 ToP °' APPROVED BY DATE& AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND AND HOLD THE OWNER I \ / AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. i\ �9 \ �6 \ � �`'� �aF�� CITY ENGINEER . fit? R.0-E. 1140.0422- /0 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING \ / SS / - ---�--- -FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE \ T�AGT 10.. /55Z& y �� f ;� �No. 14 14 G+ m DESIGN MADOLE AND A SOCIATES,INC. R E c 'M ME N DE" 2b / / J __ O / p� OF THE INLAND EMPIRE ENGINEER. Q �_ I / 1`x� ' /y/.�.!✓ CONSULTING CIVIL ENGINFFRI14G / �I * 1♦ -- - - AND LAND PLANNING - CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 8 L-_ _ sf CIVIL �4 CA4A� SHEET ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. �I- �jF' pQ`'� tocol cn°ren ONG .CA to7 53 ' Of CALIF 0 - S• G• RANCHO CUCAMONGA.CA liTdO PHONE(714)UP-1311 OF �E FAX 4 MB-6464 DRAWING NO INDEX MAP _ RCE No[�di� ; N� /9qz r LE N� AL 6 G e BENCH MARK : . , . i i i w . . . : . . . 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CITY '�� �\ 5o y�IrLO� - � a \ \\ Q�4, 1.vfL y DESCRIPTION OF RE VIS ION DATE APPROVED v N , �� — —c- N \ y��`' moo ' �a 2 / - c R y, NW No. 14 , �, rn Cf TY O RNCO CUCt � �D, a e 5 y2 `y�7 D *f ���„ \tet PLAN AND PROFILE , , ,� :Sf7/f/ �, OF % � + W� a.c.R. \ of CALVE m ' 13 rl� J.� („ _ x rT /��r�/r�s ® s MOUNTAIN VIEW DRIVE TO & m y5 54 �r�/� o /Af'-010 GUR\/E o grA STA . 20+24 . 1 1 TO STA . 28+00 . 45 4 \ . .` �, V DELTA /rAD/CI-S LEMGTN rAmaev TRACT NO . 14365 J\1 ` -, , TRY /� s� v/ .00 72./! 04. 5o APPROVED BY: DATE-6 �`w O COUN pRiVE � `�� • 6T.oY' Soo- 32G�• CITY ENGINEER �'�� � RC.E NO. 253 l /� 0 a5 '� . S2.s3 5 U J r- 4. DESIGN lff"M RECOMMENDED NEST 3 OF 7 �,�-. �:: ..��: .. SEE S 5 0 © 20°33'S¢" �zr. oo' 059/¢' /so•9e' M.1-.8. of T rCroc E oo T�ave.�• -- ,is , „ , / r AND UM PLARN - DRAWN UM dM�eh Str SUN*W SHEET E E T Q , , , , 5 C RANCHO CUCk CA 9I IN Z ' M_DUNTAIN VIEW DRIVE P �>@4464 mi or CHECKED --.:,i-,#-_ R.CE. NO��� DRA,(WIING NO D E FILE NO / ` ,- - . f J - fs , , BENCH MARK : BENCH MARK NO. 96-B AT THE I } ; i i ; ; i i t t t NW C OF HAVEN AVENUE AND { i i { — — — — - -� � � � � � r � 1 19th ST 44 FT W � HAVEN 1. { ! } { 1 � i � ,� 4 r i ,a C. - �- -- �- - ' TOP - - s - -- �- �- -'-- - -: -' - b 83 FT. N. 19th S . . SET -- -- - --+ -� - - J_--� - --1- -- - -- I --- - - - -- _ - - -�- - -_ + t - - - { �. i r i t 1 -� i t t , , , s -- `�- -- - - - - -- 1 _�__ _ -- - - - ADRIVE THEE. END wl COF ATHEAD AG NWALL -- -- - - - — - - - i ; { ; { t i 0.G- r i G.. ; { } i i i I 1 i i i i i i 1 s _ _ i i` FOR 3 24 CMP V. tA. i } { # } , i , ELEV. 1430.686 - ; ; i ' } ; , i 1 1 i is �-"�' ! i ! i t t t } i t 3Gt �G hl 1 3 i 1 i i_ i , .4 , i I �': N1RTN J+t/W ors ro' 4 �/• i t i ? l ; { ; : S t { - - - - - - - - - t : t 1 ; ;by } ; i ; } i V1 Vf us• } t ' ' — S t , 1 { 1 t t-- - -- 1 - -- -+ - - --} -� - --�- -- -�- -1 { -� - - - } i + { - - i j !� 1 .� ; Jim �: i —� { 3. 1 ' i I 1 t 1 t # t ; r 1its � i I a 1 t t f , .TCf !�C�j'� - ; j _ >e.,,. :.. - -r- - "` - . 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OF O /02• t6' 4/" 2'7 00' 2r' •33.61' 6�—CONSTRUCT HANDICAP RAMP PERS CITY STD. DWG. NO. 310 & 310A �8 �• (8)_CONST. DRIVE APPROACH (W- 16 .X-3' ) PER CITY STD. DWG. NO. 305 COUNTRYV I EW DRIVE c 40• 5g'o2' ze0 00, 201.G3' /05.3¢' ' 9� -REMOVE EXISTING BARRICADE FROM STA . 17+57 . 25 TO STA . 22+86 . 68 . N0@-INSTALL "STOP" SIGN (R- 1 ) PER CITY INSPECTOR pO 59 09 0/ 300•o0 -307-71' /70.25 . 1 1 APPLY LIMIT LINE AND "STOP" PAVEMENT MARKINGS TRACT NO . 14365 13 CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 503 (W b V PER PLAN] UE 45`0 '02" 31g•00� 250.3/' /32.05' 0 '� z- 14 CONST. LOCAL DEPRESSION CASE ' B' PER CITY STD. DWG. NO. 518 - N � - 16 REMOVE EXISTING CURB APPROVED BY: ; QATE 0 90' 00' 00' 27. oo' g2.g/' X7.00' y � 17 INSTALL STREET NAME SIGN PER�CITY STANDARD DRAWING NO. 401 40fESSlp CITY ENGINEER/.1�► (� RC.E NO. 293 ♦► CONST OR/VE A,-I-MOACH CM�tJZ„Y- 3 ) re)t CITY srv. DWG- Ito. /O/-�4, O� M t�Qi MIP 4`C.IE.itS,N<:. W ��U/1IGE55 OTNE�E'W/6E NOJ.F_,0- ��c. %Uoiv �. DESIGN RECOMMENDED AlO �, OF»INLAND WIN 1,V N o. 14 14� M`. oo'►sflNrFRM AW w+Mvu ION `C� a / DRAWN �Church s� �W SHEET Elcpll A.V RANCHO�,�,► . a„� 3 7 * 4 PHONE(?U)$0.1311 OF Q CHECKED 90-84URIC E. NO[i 'l DRAWING NO CA Vi TE > _ FILE NO I b t . . ♦ a BLNCH MARK BENCH MARK NO. 96-8 AT THE } { t j # : i # } } i NWC OF HAVEN AVENUE AND { - x } 19th ST. . 44 FT. W. HAVEN t { �G4 # + + { , f t + 1 } , r { ; V�q } s I. i t C .G 3 o b 83 FT. N. 19th T. � S SET ' {. �.sQ i DRIVE P , IN •/ C S TA P G I N TO i , } { i t � .b � 2 � : , -i L -�_ i ter: ��Nr� i } � } � -� � -� � AT THE E END OFA HEAD WALL I { ; ; { ; ; I i j t 0.�. O.G. ~ : . 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II ! 40 I7 g < 4 I I w W 8 8 8 8 Se 80 8h/EEJ- 3 g C0111VJ-RY'V/EW D/Q/VE d 8 8 SEE SHEET 3 .j SCALE • B v 4 .�. h Q ov CURVE �OATA DELTA RAO/US LENGTH TANGENT • 08' 00, , 7 44 800 49.77 49.99 DESCRIPTION OF REVISION GATE CITY , ��-J.��@. III}i}!IR S, !�ll���E6.J! ���+.11�1�1��'el� APR ROVED OB 7' Od'¢¢` 782.00' 97.53' ¢8.83 11 CONST . 3" A.C. ON 4" AGGREGATE BASE CITY OF RANCHO CUCAMONGA c� 7• og' �4" a/6-00, /02 02' 5/07' 33 CONST. 6 CURB WITH 24 GUTTER PER DETAIL ON SHEET NO. 1 4�-- CONST. SIDEWALK PER CITY STD. DRAWING N0. 310 b 31 1 PLAN AND PROFILE p /so 00104" //2.00' 29 32' 14.79' @)-- INSTALL STREET LIGHTS. 5800 LUMEN H.P .S.V. BY SOUTHERN Q U R T O CORE; I CA COURT CALIFORNIA EDI SON. PAID AND COORDINATED BY DEVELOPER. PALACIO OF 0 210 00 o7 38.00 /39.28 CONST. DR I V. APPROACH (W- 16' .X-50 PER CITY STD.. DWG. NO. 305 10 INSTALL "STOP" SIGN CR- 1 ) PER CITY INSPECTOR CORSICA COURT b O /o• 2o' - , 00.00' S9./s' 2719' 1 1 APPLY LIMIT LINE AND "STOP" PAVEMENT MARKINGS PALAC I 0 COURT 12 CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502 CW b V PER PLAN) 10' 20' 33" 262.a0' Go.9o' ZS.b2' 15 CONST. LOCAL DEPRESSION CASE ' C' PER CITY STD. DWG. NO. 518 C O TRACT N 14365 O 10. 2o'-4.9 3/8.00' 57.40' ?8.76' APPROVED BY: DATE _ c ROfESSlQ CITY ENGINEER R.C.E. NO. 24953 T 0 \i. N �� DESIGN MRI10l.EAltDAS-SOCIATES,gfC. RECOMMENDED OF THE INLAND EVMRE N o. 1 81 �+ f" M.L �. ooNSUc�ac cnr�ENc»Ic w m AND LAND P"WNG £n,ov�3 20 DRAWN Ichumhse»« suftW SHEET -r * A.� �, A,C►„� 4 7 .1t 01 V 1\. �\!• PONE(7u)go tan ,�tt,�� OF 'IF OF CA Vi CHECKED �h R.CE. NCjW f DRAWING NO E jS �9� FILE NO 14 b b C4 � ,