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HomeMy WebLinkAbout1301 BFNCH NARK : GENERAL NOTES : CITY OF RANCHO CUCAMONGA BENCH MARK 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY NO. 82. CHISELLED "❑ " IN SOUTH CURB OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS RETURN. SOUTHEAST CORNER OF HAVEN FOR PUBLIC WORK CONSTRUCTION - CURRENT EDITION . CONTRACTOR AVENUE AND WILSON AVENUE . SHALL BE FAMILIAR WITH A14D SHALL BE RESPONSIBLE FOR ADHERENCE TO CONSTRUCTION NOTES & QUANTITY ESTIMATE THESE STANDARDSArID SPECIFICATIONS .. DESCRIPTION ' 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER u�IT c�u,�,.fT1TY ELEVATION = 1817 .926 POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC . SHOWN OR NOT OI CONST. 3"A.C. OVER 4" BASE ___ - _ -_ - - ,- - ____ -__ _ _ - ___. _ _ - - - 5F 7-71427 SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN O CONST. 8" CURB AND GUTTER PER CITY STD. - _ _ ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE - - - '- - -- - - - -' LF 3 935 REMOVED , RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST I? r %'or%T '�' ��,L E• ' 3 3 CONST. CROSS GUTTER PER C I TY STD. 309 (14 4 L NOTED oN PL11 W - TO THE CITY OF RANCHO CUCAMONGA. - - -' - 51= 51188 I / ' ' I I I + I 5 I I I z G O4 CONST. BARRICADE PER CITY STD. 404 4 //�/ 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY O6 CONST. DRIVEWAY APPROACH PER CITY STD 305 _ -. - _ _ - - - -_ 0/ DAMAG TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY- (X= 'S .W= 16' 81010 FROM IS OPERATZOr1S , WHETHER OP, r10T SUCH FACILITIES ARE SHOWN ort 54 55 56 �� / 2 3 4 5 6 7 THESE PL O INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST - _ _ - - '7 53 / /� 1 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA O INSTALL STREET SIGN PER CITY STD. 401 - ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION OINSTALL TRAFFIC SIGN PER CITY STD. 402sHI LOFa WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. O9 REMOVE EXISTING BARRICADE _ _. - - - - - - - - - - - 52 5 . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMErJT 1 I CONST. SIDEWALK AND RAMP PER CITY STD. 310 - - - - - -, _ - 51 .50 49 11 w 1 14 13 12 1 1 10 9 8 POINTS WITHIN 0 . 01 FOOT OF SUE-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE 12 CONST. 2" X 4" REDWOOD HEADER .-. _ - - _ - __ - ____ - - ( zI REQUIP.ED BY CITY ENGINEER AS NEEDED AT WARPED OR VER.TICAL CURVE 13 STREET TREES -11J5rALL Pc-2 ST0.6O5 A (SEE T12EE SCNEOULE� �I AREAS . - - - - - t 70 45 47 48 11 �I I 15 16 17 18 19 20 // CONST. 8' CF. CURB ONLY PER CITY STD 301 - - - - 6 . ALL SEWER. WATER , ELECTRIC , GAS . PHONE OR OTHER UTILITY �� 45 I_� p LATERALS , MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO l� � �'C15T ,Q.G. b M - _ - _PAVING . � 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION . TRENCH BACKFILL , 44 _ V - COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY 43 42 41 I I iOkI I 25 24 23 22 21 ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERI:,LS AND/OR SURFACING . 90TE.s ST2EET (A IGNTS 'SHALL 8� 'PkIP FOR 13Y flEYELOPE2 AN'D 1mSTAL.LED S`( 38 39 I 8 . AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE 50uTHE2F.l c�,L_IFo�N1A T✓pISoN. 40 26 27 28 29 SUBMITTED TO THE CITY ENGINEER . LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND 37 GRADUATION OF ASPHALT PAVING . 9. PRIOR TO INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL BE T R E ET T REE SAH E D U L E SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR STREET TREE TYPE AMOUNT 35 DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND FREDRICKSBURGAYE. CALIFORNIA SYCAMORE 34 1 01 EQUIVALENT OF AGGREGATE BASE. 35 34 33 I XII 32 31 30 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND BANYAN LIQUIDAMBAR 19 WEST SIDE I � �I PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO AVENUE CALIFORNIA SYCAMORE 17 EAST SIDE - - -` FItJAL PLAN APPROVAL) . PRO= EOR Yu1R coNVE TM1 E ARE rE FVLLcWI%: VICKSBURG LIQUIDAMBAR 24 WEST SIDE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS A. CUCA%"r,A C9NN WATER DI.7ICT (714) 987-2591 COURT CALIFORNIA SYCAMORE 11 EAST SIDE OF A ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY REMOVING 9641 SAN BE?1rRDII`U ROAD ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR RAICTIO CLrA.`fC Q. CA 91730 APPOMATTOX LIQUIDAMBAR 15 WEST SIDE DEPP.EROCKS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A COURT CALIFORNIA SYCAMORE 10 EAST SIDE QUALITY BETTER THAN BE NATIVE ?"WITHIAL . B. �OLTTN WATER DI."RICT (714) 593-7474 . ET- LICF-IT I_�.`�GllT � P o Box 54153 SHILOH LIQUIDAMBAR 29 WEST SIDF LOS ArJGEZ,FS, CA 90054 COURT CALIFORNIA SYCAMORE 11 EAST SIDE 1N.pEX M'A� 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS �C'-�►LE I" = Imo' ___ W STERILANT REGISTERED BY THE E. P .A. FOR USE UNDER A.C . AND P.C .C . C. SOC,:�RN CALUrRNIA EDISCV . (3f4) 947-8201 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED 1351 E. FRANCIS STPZI•f JAYEIIRDROAD SAN DERWDINONAT01ALFOREST I RATE FOR THE FULL PAVEMENT WIDTH PP.IOR TO PAVING . CM'ARIO, CA 91761 CONSTRUCTION NOTES FOR STREET TREES --------------� L3. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE I D. GEI�ff7ZAL 1'II.E 'fC�iJE (714) 930-1525 E'III�D CONVENIENCE OF THE DEVELOPER , THE CONTRACTOR SHALL MAKE HIS OWN 9000 KaL�,N AVE7ME (714) 865-6505 INSPE 014 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601. NoRT*1�{zL� DET.ER.MINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A R.UKW CW_k-UlrGA CA 91730 1�/y.� , M.W.O 2/W Tk,4GT MID NFARM dotlNc �Y Rao BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH is NOT 2. ALL STREET TREES-SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD 4o SPECIFICALLY LISTED- IN THE ESTIMATE OF QUANTITIES SHALL BE 605A. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . E. '1 I CALIF'7R?dI„ GAS (7141 798-7773 10 AC>dL '341 6GRRARI STREET P.o. Box 3000 3. SOIL FERITILIZING AND CONDITIONING SHALL BE IN ACCORDANCE WITH SECTION 212- 1cAr101.1 22, 22� ` VIVIENDA RED!AADS. CA 92373 STREET 14 . STREET SIGNS PEP, CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 1.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. TYPE ORGANIC SOIL AMENDMENTS SHALL BE USED WITH THE RATIO OF 1 PART ORGANIC rZ' (01 IOL HILLSIDE RCD HILLSIDE ROAD AND 402 SHALL BE CONSTRUCTED AT EACH` Ir:TERSECTION . F. scary C1,SIE T.V. (714) 98"-7122 AMENDMENTS TO 3 PARTS OF NATIVE SOIL ALL AMENDMENTS ARE TO BE THOROUGHLY -- o 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 9524 19TH S;RE�T MIXED PRIOR TO BACKFILLING. ALTA La"A. CA 91701 ro 1 W REE Z '< RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION o � �ECNW000 DRIVE 1 C•�1� X2:1 '� P L E DISCOVERED DURING CONSTRUCTION. UPON P.EQUEST THE REQUIRED PLAN 4. FERTILIZATION OF ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF AN , 1 ,�,�.��,� REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR ARGONOMIC SOILS REPORT FURNISHED TO THE CITY INSPECTOR. , I, 0.1-7 ��' WILSON AVENUE I APPROVAL. �- v igr. I•S�3g2-I,?,31 I �� ���- LEvEL UNE I S. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER _ °► - � CHAFFEY COLLEGE --, THAN THREE FEET (3') TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 16 . WORK SITE AND EXTERIOR S......,. 5 SHALL BE IN A Na;,. , L..AIr , :.A..�..Z' I ✓ n ;• I• o o e c o' e FREE , ORDERLY STATE , THROUGHOUT COPJSTP.JCTION . SITE SH" L BE 6. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY CLEANED UPON REQUEST OF THE INSPEC'TOF.. • ENGINEER. FXfsT. �12p�1�ip 17 . OONTACT UM FRIG D V 5ETZVk_E ALF.r2T /lr 1 -800-422-4133 AMP ALL • '! ANYAN STREET UTIL_rrY GOMRSNIES AS REQUIf�D, 2- WORwNG v4ys PRbR ,a ExcAvATIOW. z PROJECT 18 . THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVE-EVENT VENT °C SHALL NOT BE PLACED UriTZL ALL L'=.r'iT: LA_'E RnLS WIIii=N W SITE �Tte��T 6��GTION ROADWAY HAVE BEEN INSTALLED . ALL ONSITE :XPROVE.".ENTS COMPLE'-EC , AND ALL UNACCEPTABLE PARKWAY AND ROA'' AY Ir`.?ROV_m ":_'S ARE �d� ���NU1 HI REMOVED AND REPLACED AT THE DZP.ECI'ZC?: CF C:TY E?:G=r:E�R T I . ro„U V�CWTY MAP NOT TO SCALE NOTICE : \ w CONTRACTOR SHALL VERIFY ALL CONZl _ +S AN., .,_..'".IS_.i.S A, S'S�AUL (o REPORT ALL DISCREPANCIES TO THE ENSIr:EER PR.CR 'T0 TH E C3M!. ENCE!•�E?:T CF ( � z 1VAR I E S 30' 30 VARIES V/V21 E 3' .33' WORK. Z lB' /8• I Z I G5 18' PRIVATE ENGINEER ' S NOTICE TO CONTRACTOR �� � 9' 9' 9 ' 9' co 12" �ao� I2" I moi' . � � � ' a► I DESCRIPTION of REVISION E AND LOCA IO,J OF ;,.. „ .�� � „ ,Z ___ __ ., _ „� � 5-' LEIfL L/,l'E o,ee �, - LEVfL UNC a48' _ THE EXISTENC •T ,. ANY '• -?� RO -,- --- - - � � c-�.. ... �S � M4 � 2•- ems• rs, 1 � ��• 02�r' Z•. EVEI ' '/. o�8' 0.2�' 0.1-71 o y. DATE JAPPROVE SHOWN ON THESE PLANS ARE CBT?.=?:I . _ r S7, _: '.. : -- -� - - - - - - L - - - - - - PATIVI tr - - -� Z ��C2ol l 62ADECITY OF TO THE BEST OF OUR KNOWLEDGE THERE ARE ?-:C E:::ST:.• - _ � _ . � EXIST. -� � RANCHOCUCAMONGA THOSE SHOWN ON THIS F 'N . ^�: CO":"R;,C "^� -c =- _ _ .5 . ARD - -- - --- r. _ .D I _ /� I j, --`- ._ _ i,, 1 `' LEVEL S Ln ACT - ^-- _.._ _n'_ •1 L II 20L_l_ /o IEV�L I 15, x* ' PRECAUTIOrI MEASURES ?RCT..CT _.. - S SH--WN �; _ =� L nti'�-3 'e c � /� ►c�.aL.� �awsr 3 .�a• 3/0 ARY ME„SU ES .� - �`- - --- - -_ �h.• , :;': 1 GenoE / Clsc/ST SroE o► r - O _ p c✓rysr� i TILE SHEET LIES OR STRUCTURES NOT SHOWN ON THESE FL:.';S . A-":C =S '? ?O' C_� = O- �,,` .,._ a" � FO 2 �� OdC1tNJr rs uate� �iCcrrY.57v._V6 4• �- THE PROTECTION OF , AND ANY DAMAS: '_^0 _..Z.._. L;?:E CR HIGH SIDE O<< '�"�� Ex 5T c,R�� �� rr� carr� rxt5f bRLi �� 13542 ��RAv^'t✓G �� � x' LOW SIDE ��� ] s TYPICAL SECTION TRACT . NO . TYPICAL SECTION _ GRADING - SPECIAL NOTE FROM PRIVATE E?JGIr:E-'. '"0 ^';'^��C" O' N .T .S . N.T.S. ' - - - _-- r,. 5.0 'e:SG r,.-moo ,�.sG IMPROVEMENT P CONTRACTOR AGREES THAT HE SH; LL �,5 ?!E SOLE �,?:D CC'"?_I_E �HILd�i �ul'eT', VIG���le61 �-ouRT � ^I�MATOX icourZ7 1GlGSbUf2� h11�1�1UF.(t---XIST� APPROVED BY RESPONSIBILITY JOB SITE CONDITIONS ZR=NG THE CORS= OF C-NST= CT C.': DAI OF THIS PROJECT INCLUDING SAFE T': OF ALL :ERSCNS A-'J PROPER TY. THAT T THIS REQUIREMENT uaT APPLY T__r-�•^ SL. ► ��,T -?�:_��rT� CITY ENGINEER „9 SHALL rr� �., RCE No 22� NORMAL WORKING HOURS ; AND -THAT THE Co)NTRAI CTOR ZE'FENZ ,. �rJ��?-*;_. Y - �_ DESIGN MADO I ATES RECOMMV DED LE A D AND HOLD THE OWNER AND THE ENGINEER HARMLESS FRCX )"N'Y %-N:: ALL 1`0 '`�i'J c� ' J.L_ CONSULTING CIVIL ENGINEERS LIABILITY, REAL OR ALLEGED, IN CONNECTION W=TH TH E PF_'.FORYA CE OF � Exp. +!-e!1_93 ; AND LAND PLANNERS R ,� - - --- ,r. DRAWN 1820 E. 16th Street SHEET WORK ON THIS PROJECT , EXCEPTING FOR LIABZI._. ._T,. AV:S:NG FROM THE SOLE pr Civil, \� uP �� SANTA ANA. CALIFORNIA 92701 I NEGLIGENCE OF THE OWNER OR THE ENGINEER. OF ^ , grfOFCALOt '/ PHONE 714 835-2548 `� i CHECKED RCE No. 14914RAW I G NO . ATE, FILE No / 01 - i F+ PIKY� w INMi()R1,AF'j Cr H7^tf t��1CIP�fF°r -B�L:bsP�B!F"t :'3d���' 3Ma 2f-- (!oV-8P) Ges©4' XM / 110-?F2- 1 ` '-- j3 �' �•G • BENCH MARK CITY OP RANCHO CUCAMONGA BENCH MARK NO. CO I' . G�4.3t� W L :1'-S�• Qt'' O•G. 1 = � �' EXIST. GRD. • NORTH CURB a2. CHISELED - - IN SOUTH CURB RETURN. �' � 2K' L= m3 L Ql O1 TA{�1 21• C01•G•4' SOUTHEAST CORNER OF HAVEN AVENUE AND 11 I LSOr1 AVENUE. �o Q1 L> �.>gs PROP . TOP OF NORTH CURB L= , L 676 - > `'" r� o.c . \� LD LO -' N $ b v �� - 0 � . cv �- N LO ELEVATION � 1817.926 r\ N � rn / LD 74 674 _ 6 �_ a uu -coo �. � - o W � rn �^ � � � � -o bv ``� n o m uu � n + r\ oo + � titoto to v •rn rn o + NNS -� + � �� ° 00 o _ rno � - 672 2 a� o . 5ooi 672 LO , 25 .� � � corno + � �� ` � 9 _ / 3a + 0 / 0 . 50 / _ - 670 2. 250 j �, ^ -, -,__ _ /� 'b O ,--� ------ U to - / U P1. _ LO > -• i 7 P.I. - J - tk0 ro � p1 roo'v� . too' ��. PROP . F . S . A C . L . -_ m �rn�rn Qo' ifs cc o\N g 6 7 6 LD 1._ �9..ro I. s �a.7e� rn O1 r, Ln N t° u ON r�M Nco -� -n w W� + [� U �fi Q CU PD 674 1^ o > ro 91 cv r) N 674 CID W r7 1 co + 1\ ,+ � � 10 O • m _ t\f7 111 Oto W to to -o 'm o w m r7••�t- - -,�-. > '- N CU ^r\ �j� oma'• o 0 O N 672 - `� i� _ .�, opo + •rn d-� . W _ -•�-- .•P11 co d-o 00 r-ct + N �� ^� ,�>_, - i . Opo - 67 - 1 I`C5 , rn + N lD t0 fl L = i31. 28/p G �• 2�.% Cu(1! 111 LD �O r`?O r7 �t �. N O �Ol Ql -� + lD + LQ Ln tD ° ♦ U . '• !(1 .LD CO 0+ tD ted-t0 1Q--- _ 1-//1 = Co`'1.6-41 ° U U (\j LO �� d-r� Pv �►��t� + r 0 _ - - 670 CcCl!t0 00 + tD r7 tD i� Pi. =Co7d.3= U r7 tD -_ mod' 00 �� ,�o� ,-, ,--- PROP . TOP OF S0ulWeURB--- rte - RAs- 1Z, �� �9•g2 I c>c> c . 9'Q� EXIST. GRD. C.L. 0.a. JJ1`1 676 or'I•= ,.�� �., -. roo'.r�• oN .N Ln tD cu UD O UD LD Ql Ol 00 .,1- x:3 >1L+ x N p l. =<"r�j•9 U `�. cn ' 674 - -- r�� �ooM_ � �� ' U 0aN ^ - 574 _ •coo r< • �� r�o N rn �D- r� d- •O O CU tD In .10 >CIO n m •N - + N N LD t0 672 -- �� -2 1° + UD �n't° N�o°° ,o r;;`D , _-..; °°Q; d-o 00 `�� + N r.`° ° 25 / UD ao 0 < o rb + .0 �, + r\ + 0 . 500/ - 672 - i + LD ' + . U7 00 0 . Ql al . + LD �-t0---CD + UD _.� U)LO - � -ti` \ �i� W D kD �����/ ^ `fi + D rr)UD ��10 �_-� / - 0 . 4�,` /te670 N S r�LOEX15T, GRD. 0 SOUTH CURB � 3 1- ti PROFILE HORIZ 1 "= 40' VERT 1 "- 4' PLAN 1 "= 40' 1 0+00 1 +00 2+ 00 3+00 4+00 5+00 6+00 7+00 8+00 19+00 FREDERICKSBURG AVENUE ip 7m-. r3P3.4.2-3 5455 Is �� i7 7 / r 56 44 N y 1 2 3 4 40 53 �o a 60 7 8 �8p cu M' r A L✓ 14, 039.59 ('� J�fl/ .16.7 /' / + N N d G� va U� xd + �i 22.00 69.38 90.46 85.00 75.00 75.00 46.25 •��, / / / / ���`` 'M JK. O• �� / I ( N N/ •• 14•F N I L=26.18 140.45 „Tc. I .� b� ru p 2 UP 2 if A 1dB91503 F_ 0 d _ _ N13 1 15 D3"E - _ A 1 P�� 2eA, �� .G 1 �� �� ! 4 �L 5 6 1 7 �` 64.00 70.00 75.00 70.00 75.00 1 45.84 /0 5x.53 L=4.008 Q +52 -71 42.04 4 0 1r. o S S 8 0 5 �1 A 49 14 13 12 11 10 9 II II 51 50 II II 8 .SH ILOH COURT- DESCRIPTION of REVISION DATE APPROVED CONSTRUCTION NOTES : CITY OF RANCHO CUCAMONGA O1 CONST . 3"A .C. OVER 4" BASE O2 CONST. 8" CURB AND GUTTER PER CITY STD. 303 TRACT N13542 . O3 CONST. CROSS GUTTER PER CITY STD. 309 _ CURVE DATA O5 CONST. DRIVEWAY APPROACH PER CITY STD 305 STREET PLAN a PROFILE U DELTA RADIUS LENGTH TANGENT (X=E;f W= 16' l A 00' 00" 38 .00 139.28 141 . 82 SH I LOH COURT 210O6 INSTALL STREET LIGHT [5800 LUMEN) WITH EXTENDED MAST 0 15000' 00" 112.00 29.32 14.75 7 INSTALL STREET SIGN PER CITY STD. 401 - APPROVED BY DATE c 70049' 33" 27 .00 33.38 19.20 Qao � �N A O EO l 0 99023' 55" 27 .00 45.84 31 .84 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310 ��Q S*ALT°N yq `4c CITY ENGINEER 6WL RCE No .2 397 DES I GN MADOLE A C I ATES RECOMMVNDED 0 780 43' 12" 27 .00 37 . 10 22 . 15 13 STREET TREES No 14814 T CONSULTING CIVIL ENGINEERS X1'4 •3 8 O 113010' 00" 27 .00 53.33 40.923-e�-ate r AND LAND PLANNERS DRAWN 1820 E. 16th Street SHEET 8 r oSY >` >c crST 61rRM. �jq,E ` *P SANTA ANA. CALIFORNIA 92701 2 PHONE 714 835-2548 - OF-4 O8 INSTALL TRAFFIC S I GN PER C I TY STD. 402 CHECKED RCE NO. 14w4 DRANO . ( R-I SIGN 4 LIMIT LINE W/ PAVEMEKT MARKIUG) ATE 8-I�'8e FILE No . 0P4'-8HILOX COURI - 7 [0.701 PF: 13542 220 O2-Jun-88 0t:I$ PtM / 1 10-952-1 BENCH MARK � = 13�1•Ld' 0•G. 0 0 PROP . TO P OF NORTH CURB >--= 1 �' o•� � EENCH "ARK NO. 92. CHISELED°- INSSOUTH CURB RETURN. > SOI-/Q s Gam. SOUTHEAST CORNER OF HAVEN AVENUE AND m Pi. =Co.F�.33 w 4d.li4' T 11 L �7 � WILSON AVENUE. EX I ST. GRD. • N. CURB >_-�{2.�U 1--49.Al' 9.32 L CD 1�0 �� ' �\ al•✓2� o.G. a. U. G. T til V� s O v R? o 1O o-� -0) a , a \ to rn rn n? El. TION 17.926 654 - N Cu �; �, o ,� >� a �� ro uu �, - 654 652 - LD + LO ko o It In o , O . / + -- Ln LO-No co 0 CD 0 LO _ ° -- 652 Ln �/ + Ln �� Ln� 0 50 0/ 650 - - . 000% 0 . 5ooi 650 m vc �' 3G' EXIST. GRD. . C.E. PROP . F . S S . C C . L L . o `'�'`� 2►G > N 00 >m r.,.=GSI•Cob w � • O Cl1 Lp CD to U ��O'VC ri0'yC • ^ t0 l0 co O �O� 0 � !' UD 01`� n Dl >> rl• = d-I 16 U t?I. =caso,o� > m low LOCI Oto f7�P7O 0 F - 654 654 - o i no to o w c 'r`? r ) odNcu l0 0 •LO d- Ql > co O .� o p 45 010 Ln + + Ln Ln + In / ` t� l!I r\ O O /� O N + In t+0 Lp N N LO Ip F 652 t°J + Ltd + �, �► �� Ln N °� Lo . �� �`--�� Ln to LO `° - 652 _ --N LD CT) N0) , Ln + L0 LD _ -r u1 _ - 1 . 000% :556% N + i . 000% N�° d- + ^rn o + �cv o + d- + L + 1O `� 0 . 500% 650 - �N CDCOC\jLD �,��'�° 650 L= t3�►•2a' oo + L-/ _ Gd' EXIST. GRD. • S. CURB 4 Cu LO L=I--- L= PROP . TOP OF SOUTH CURB 0 al .32 L=>��s3' 32 d- . > x N � >'C� t� v!✓. o.�. Tart r\ O N 0 l� m ocsa'� �2� 41� =coo Qs U UD N t� N N 654 -- Ri \N cu 1Oo M 1O o v c' p�` 9f w Ln o `� C to �1 N 654 L0 NLn ° v Ln ILD LO LO O _ LD L0 to + �,(71 ►�� N ` �� Q � UD . ,\ , + �� UD� ° -- 652 652 - - - tO cv 4 ^ o +�' Ln _ 0 . 500/ n __ 1 _ . 00 �9 Q r Ln LD _ 650 -- -1 . 000% �� ^ o . 500% �� + � _-- -- 650 r)LD PROFILE HORIZ 1 "= 40' VERT 1 "= 4' PLAN 1 "= 40' 0+00 1 +00 2+00 3+00 4+00 5+ 00 6+00 7+00 8+00 FREDERICKSBURG AVENUE I�E-5.4 48 GG 15 16 17 18 20 g Lto' 1 a'J1 1 ' g a / / 4561p �9 O N _ Y ^ � p. _ N N (�� N �s 14.55 t / g I .40 ± L=1 .39 comm 'N/ on 4 1 / L'24.79 8 �1 57•53 C, of / /4 U 72.55 75.00 75.00 51.52 L=25.15 9, b 'oma It Ci Q _� - -.cam.OF .��• ��,;�f/ _ • - � Jo' - -- - f o g ��• p'� // / / // N891503 E / 40IN _ Q NSaI 103 _ A / / / / 139.68 A 1 4 qo 5 2 1 6 `D �P 7 IF c 72.00 73.00 75.00 54.67+ 45.9p 10 ` . � 49.31 8 a I1 / Q' L 11.62 49 11 21 N44 s.2o i LN So p8 S _ 1 to II II {► 4- 41 25II 24 23 22 43 42 � �W 21 V I CKSBURG COURT DESCRIPTION of REVISION IDATE APPROVED CONSTRUCTION NOTES : CITY OF RANCHO CUCAMONGA 1O CONST. 3"A.C. OVER 4" BASE O2 CONST. 8" CURB AND GUTTER PER CITY STD. 303 TRACT N13542 CURVE DATA O3 CONST. CROSS GUTTER PER CITY STD. 309 STREET PLAN a PROFILE O DELTA RADIUS LENGTH TANGENT O5 CONST. DRIVEWAY APPROACH PER CITY STD 305 A 210°00' 00" 38.00 139. 28 141 .82 (X=5 .W- 16 1 V I CKSBURG C 0 O 15000' 00" 112.00 29.32 14 . 75 O6 INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST APPROVED BY DATE Oc 90000' 00" 27.00 42 . 41 27 .00 ' pR •; )U yq O7 INSTALL STREET SIGN PER CITY STD. 401 `,�� ��,TO Fy^ i CITY ENGINEER """`'` RCE No .22397 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310 No 14814 D DESIGN MADOLE AND I ATES RECOMM NDED 13 STREET TREES a Exp 's-3+-tn CONSULTING CIVIL ENGINEERS O AND LAND PLANNERS DR A u N sr rig ., ' �' 1820 E. 16th Street SHEET q'F o �r• ��SSL SANTA ANA. CALIFORNIA 92701 3 4 r' PHONE 714 835-2548 OF CHECKED _ RCE 140. 14A14 DRAWING NO . © IWSTALLT2AFFIC SIGN PER CITY STD. 402 (12-1 SIGN 4 LIMIT LII.IE WIPAVEMENT MA9214(1J*) ATE 8- 1V-88 FILE No 1301 *P° VICKSBURG COURT - 7 [0.70) PF: 13542 221 02-Jun-88 08:23 AM / 110-962 BENCH MARK PROP . TOP OF NORTH CURB CITT OF RANCHO CUCAMONGA BENCH MARK NO. y2 C�'I•G4' I SELED " I N SOUTH CURB RETURN. L= ��•�' O• C. SOUTHEAST CORNER OF HAVEN AVENUE AND rip' �/G > P1 . =G��•94 > EXIST . GRD. 0 N. CURB ' WILSON AVENUE. m w l' Gsaa ' imp � Lw - M7. sgs' EVAT10N 1,�17, EL92b -T�iV G.G • O.G. O.G. d•G• �� • LO LO cD \ O cr1 01 (ll .� - \� Q{ ��1 ,� u CU O co 6 38 - - UU In io �r\ aD � � � v � ig d a a �, h� � � N to - 638 to 0 LD Ln PO •m o 2 Ln '� L� co •o L[) PO r7 r7 � �r- •o� r7 L0 L[) LD L0 L M 0)-1- r ) I � rn Ln M rD LD 635 -- - ±��,� �� �, , ,� + � �� - 636 N LD � ` PO to d- -'�` 0 . 540% -- �� ---_ __ -0 . 750% -- - -- 634 634 - 1 PROP . F . S . ® C . L . m vG ' EXIST. GRD. • C.L. U I. U 1!i M 2 u' Vi!),UPI.=G3;•1 PI. faG-3.f 7 �,Q 20 G c0 LD �j � PO > U U • I to r? p • f?i.=�s34.37 U I-Ii coO(U d- \ 38 - \ � QLn triooLc; �w to LO LO > PI.= .�1 > ONLL� - 63�1po + r) •o rn Ln > F m vMrn •oUD 8 k LD LD tD Lr7 N O •O r7 U ^ W 7 Ol On Lo r\ In LD + � � + + � � 4 �� ao �o + rO + � �� LD LD - 636 6 3 6 - LD tD (v to + .r� co 4-0 .o n N 4- r7 + In tD In LD . 000% r cU to I r7 -O N►� •N N + + r7 tD - + M N + n m m + t�ro to ro to o � - 00©;;' 634 - '� -0 . 750% tDcv cocv��"�1°+�rotD 0 . 500/ �, / �•. 634 OA- W LD ��' + M -v ty2 - G`1 Gd' ' -`'` j `3. 9�8i PROP . TOP OF SOUTH CURB �o �/c > �����/ � ... 1L-�j co F?f.aGgS• �F Li1 AA. L��'7>��► L� L"+yt' L >�7 K=3' I i2 = �I•c..d' J _ 4 05 TSN Lq Q O.G. T^" V �t u ] 1° 4 07 � a7 CU o G rn co l Gam- J P T.-G�4.d� CU O D 638 -- o �, v U a 4,. U o N - 638 r� � M M Ln � `o r7^ U [011 U w c 1✓ 0. > to Cp LDLO � o � Q r� LD lD M M - aD �� L11 O - tD 636 - �- to + ro + ro r7 M r7�a �Q �u as N M tO - 63 6 L-DN lD N to r7 LD ,�.� \ Jy + f� l0 -0 . 7507. + v - Ln n n(D 0 . 5u0% � 634 - -o . 750% Tom. to cu N m , n LD --\ - 634 EXIST\GRD. 5- GtJRf��/ PROFILE HOR I Z 1 "= 40' VERT 1 "= 4' PLAN I "= 40' 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 FREDER I CKSBURG AVENUE, CONSTRUCTION NOTES : 1�K 1!57- A4=5PE+� 7pk, 1 9-%5.42- =5 3826 27 1 O CONST. 3"A.C. OVER 4" BASE I 39 �� I 40 28 // / / O2 CONST. 8" CURB AND GUTTER PER CITY STD. 303 G �' 0 29 O $ I O o N cu / ON CROSS GUTTER PER CITY STD. 309 2> / N N CONST. DRIVEWAY APPROACH PER CITY STD 305 37 /e 7 (X=5 .W= 16' ) . , I I + N g 1 $ / / 2) 6 INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST a3,3 O L-4.39 • + h La 12 g I s La21•' N o� 'N $ 72 v 2 64 INSTALL STREET SIGN PER CITY STD. 401 0) N o� I ° 1 N CONST. SIDEWALK AND RAMP PER CITY STD. 310 " 58. V - - - 3g _ STREET TREES _ Na9 f5oaa: _ Nsai 1>;03 e 140.29 ^ .^ U r 1 �C 2 2 1�c �3 ' 4 't2 �,/ fry R�MCr/� LAXI8T /r,G• A RM B . � I O V / / o c �J 1� c / / / / ci �� IWSTALL T1241=FIC SIG" PER CtTY SID. 402 I' a p '� / / / / Y ® (12-1 SIGti! 4 l_IM tT LINE W/PAVEMEWT MA121C11JG� 7 70.00 70.64 L-4.39 8 d 11 L'14. to 33 � 34 4 32 31 30 9 35 APPOMATTOX COURT DESCRIPTION of REVISION DATEPPRO A VED CITY OF RANCHO CUCAMONGA TRACT N0 . 13542 CURVE DATA STREET PLAN a PROFILE U DELTA RADIUS LENGTH TANGENT 210°00' 00" 38. 00 139 .28 141 .82 APPONATTOX C 0 15000' 00" 112.00 29.32 14 . 75 APPROVED BY DATE �o � 90000, 001, 27 .00 42.41 27.00 °QRS .� CITY ENGINEER RCE No .22397 ° DESIGN MADOLE ND -ASSOCIATES RECOMMENDED No 14814 F J•L CONSULTING CIVIL ENGINEERS Exp DRAWN AND LAND PLANNERS fl c1v�� 's SANT820 E. 16th Street SHEET qT e'yr -/S� CALIFORNIA 92701 4 OF 4 £of �`�t- PHONE 714 835-2548 - CHECKED RCE NO. 14A14 DRAWING NO . ATE 8- 1 tv-ae FILE No f 30 *P• APPONATOX COURT - 710.701 PF: 13542 222 02-Jun-88 08:27 AN / 110-962- 1