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HomeMy WebLinkAbout1352 w x � STREETan AL AND STORM DRAIN GENERALNOTES 1 . ALL WORK SHALL BE DONE INA DANWITH SPECIFICATIONS LAN LITHE A A DIN COUNTY STANDARDS AND OF RANCIIII CMAMOIIIIII18A QoT S A5 :°s BENCH2. MAK DATA -, U. .C. OTHER ATU ACCEPTABLE EPT BLL T THEO T AN NA DIN COUNTY TRANSPORTATION DPA TBE 10j" H Ab It MKU 9f USED. THE BENCH MARK USED ASA BASIS SHALL BE IDENTIFIED. p . (VALLEY TRACTS] TT MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303. 303A AND 303B. SHALL BE CONSTRUCTED AT EACH V INTERSECTION. 3i iii I • 4. 1.011CArION • . LEAVE % X 8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES. ETC:. WHEN SIDEWALK 18 PLACED ADJACENT TO CURB. . IF ASPHALT CONCRETE 18 TO BE PLACED DIRECTLY ON SUBGRADE OF -ROAD DRAINAGE FACILITIES. A OIL STILA.NT REGISTERED F ED �/ / THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 7. AT THE COMPLETIONF ROUGH GRADING. A MATERIALSEPO TAND s THE PROPOSED STRUCTURAL T SECTION HALL E SUBMITTED Y .H TRACT ENGINEER TO THE SAN BERNARDINO COUNTY T A S ORTATTIO 4 DEPARTMENT FOR REVIEW AND EVALUATION. A. POVAL GIVEN WHEN ALLSTRUCTURALS CTI REQUIREMENTS HAVE EN MET. !T COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL GROUND# ALL -GRADES SHALL BE PERFORMED IR . AT NO COT TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH h` THESE COMPACTION TESTS SHALL BE SUBMITTEDTO THE CONTRACTS � ADMINISTRATION DIVISION OF SAN BERNARDINO COUNTY TRANSPORTATION �► DEPARTMENT FOR APPROVAL. PRIOR TO PLACEMENT OF BASE MATERIAL AND/OR SURFACING. 9. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL SESUBMEOW MITTED TO THE CONTRACTS ENGINEER O THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS O DETERMINATIONS COMPLETED TO VERIFY: A. -VALUE.. SIEVE ANALYSIS ANDSANDE EQUIVALENT F AGGREGATE BASES. B. STABILIM OIL CONTENT AND SIEVE ANALYSIS F ASPk HALT SURFACING. 10. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE Ah flillili TESTED TO VERIFY DENSIFICATION TO 90 PERCENT RELATIVE COMPACTION .C.3 AT VARYING DEPTHS TO WITHIN 0.5` OF mAwrVICIN104110Y AI PLANE. THE T HALL E DENIFID TO P. NT. 11 . ALL LONGITUDINAL CUT ALL BE TESTED IN ACCORDANCE WITH THE TO SCALE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF NOT, THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. r� 1 . IMMEDIATELY FOLLOWING RtMOVAL OF EXISTING PAVEMENT OR DIKE O F CURB AND/OR GUTTERo THE CONTRACTORHALL DILIGENTLY PURSUE THI PORTION OF WORK UNTIL COMPLETION. 5 13. PLACETED ROCK SLOPE PROTECTION 12" THICK PER STATE STANDARD SPECIFICATIONS 72-5 CMETHOD " PLACEMENT USING COBBLE CLASS 3 . 1 . AN ENCROACHMENT PMIT MUT FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPAT NT PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. t << TOTAL %A%9TRLLln EARTHWORK QUANT iTL S 15. TRANSPORTATION DEPARTMENTAYAL DOES N T INCLUDE WATER OR EWER m SYSTEM OR ESTIMATE NTITI . 16. A PERMIT HALL OBTAINED FROM THE COUNTY TRANSPORTATION' r, a DEPARTMENT RI TO CON TUTI THI PROJECT. ENGINEER NOTICE: �ry CONTRACTOR TOR AG THAT HE HALL ASSUME OLE AND COMPLETE SI- t"{ RETAINING WALL E�lt 5 t p; SY F U Cd C Ehl G t t1 E.G R t G ! 18r700 17. IV SOILSt IN EXPANSIVE ILA A THE U GRADE UNDER 1 . 'ILITY FOR JOB SITE INC THE COURSE F CONSTRUCTION. C TT I WALK . AND DRIVEWAY APPROACHES SHALL E IS REQUIREMENT ta INCHES AND MOISTURE INCLUDING SAFETY F ALL PERSONS A PROPERTY. CAII TO A DEPTH AT LEAST EIGHT ` „ PREPARED URFACE FOR T SHA LL APPLY CONT I NULYAND DL SpML 1107-35 VoNK A R VA N 5t11TE- 1 Dy HALL APPLIED T MAINTAIN F WASE THE SHCONTRACTOR CTRHALEFEND. INDEMNIFY ANHD THECOUNTY, 1 1 _ CA- FD tA (° LAT 4 H I T PLACINGT AND THE U ADE HALL HURS. LESS ANY AND ALL LIABILITY. AL T. EPA D WITHOUT COACTIV EFFORT. OWNERAND MANCE OF WK N THIS ALLEGED. IN CONNECTION WITH THE FO m c., OR I NCE .. -�,___�.....w w..�.�.�_�.��. L: Ammmmw AR STORM DRAIN I NP RO VEMENTE; m AM S T R T A D TRACT N 0 1 3 !D b 5 U T UCTU S ANY KIND. AND TL EOR PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGL ,_.__._ -� µ., _ -- ,� POF ra T, BE FILY PREPARED AND UNIFMff 1 ALL PIPE LI 0 POWER . WATER METERS. VALVES. HYDRANTS. ETC.. SHOWN OR NOT F THE OWNER ENGINEER. THE R R DII� ICEMERI 2 p T r U t LAN WITHIN T LIMITS OF THIS DEVELOPMENT OR I. P WN T P SHALL E 2. THF_ EXISTFNC,E AND LOCATION OF ANY UND�,RGROUND U-r►L►Tv PIPE-0,G4NDUGTS AT .TOB S R I RBRACING TO 9E DONE . . A SEARCH of OF 2aaa IAT 28 YS. ADJACENT AREA WHERE IMPROVEMENT W I y PARTIALLY L AT AT DEVELOPER'S EX N . AND AT NO COST TO OR STR�,)CT0RE.S s►�®wN ®N "c1�EsE -'LP`tVs '�.RE oaT�•►tvED YIN ACOOPDANCE 4M JBII REMOVEDTNe a�v�.t�.At3LE ►�Eeop,05. To THE. 5F of o0i�, act�towt-ecaGE ►►1ERE. ARS N® rm3;TAR SHALL BE FRESHLY PREPARM AM UNIFORCY THE SAN A DI O` TY TRANSPORTATION DEPARTMENT. IT SHALL E sT►r�G uT►�►T►e� Exc�PT as e)AOWta ON THESE P'-Atys. THS c°NT�`cTOR OF THE Ti HOURS AFTER 14IXJDX THE ` RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. Exp ►5 r��.aU►Rep ro rArcE ►�vE. PRecAUYMDPMR SHALL, 13E jONAPV ME„P.st)Rcs To PROTF-CM THE. UT►�.►TY THE SAM TYPE S ` Lira Es sHOwN ora T1�EsE DRAANINGs. TVAF- coNTRACToR FORTRER �.ssomfEe AM S LY SI D SH L OFOR CEMENT IS + INSTALLATIONS AND CT I O SHALL E M ADE PER ALL L►,����,'rY a.cao RF_6rOV-l6%'&L%TY FOR TIRE UT►L%TY P►pee', comok)mb OR 0. O MASONRY ALL I SALLA o IED E R S L MANUFACTURERS SUGGESTED METH UNLESS OTHERWISE SPECIFIED I F sTROCTURe"S sHCr�t N OR. NOT sHow N OtA -r"6Sf C>RpvJ%N Gs. NOT t THE PLAN UNI BUILDING DE WITH SUITABLE CALIEPATED DEVICE. SHOVEL • WHENEVER A STREET WITH PREDOMINANT GRADE UAL PERCENT O CODES. A . AIL MEASUPOWU SHALL, BE GREATER I LASSIFI Y COUNTY ASA TER CARRIER. DEFLECTOR ATI FACTORY TO COUNTY REQUIREMENTS SHALL BE .0 MEASUREMENTS WnL NOT BE CUR OF A TYPE 24 HOURS OR TO PIACIM INSTALLED THE DOWNSTREAM IDE F THE DRIVEWAY APPROACHES. 1 . CUR AND GUTTER. CROSS GUTTER AND SPANDRELSHALL BE 80 T OR"E E T L 1 G H T ZZ 5 A N U UITILITItzi CONSTRUCTED THAT A MINIMUM PONDING = SECTIONSHAVING ' O PERCENT O FLATTER HALL WATER TESTEDTHIFO 15 d # 5 AND SMAll" AND s GRADIENTSAILL IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY i T " aS H0ft W r I OR, A IL ATA D #6 r = STOCK 4 ACCEPTANCE. CTIS WHICH HAVE WA PONDING MORE THAN 1 WIDE THAN ' L SHALL SAWCUT AND REMOVED IN L N HT GRADEOR E ' IL BE WELL SECUREDI IN NOT L THAN 4` AND REPLACED T REDUCE PONDING TO THE MAXIMUM aON som P R. ® fABLE � vAujEsAPE BASEDIL 13 r 1'9$8 8ALL ETC.,, SPECIFIED. Auar r r E TEMPLATES M INSURE BEARING, 200o F COUNTERED. A SYSTEM � ` � 22. I F DURING N TP.UT I . P.O WATER I N • , A @ S = 45 F/ A. OF ` Fr APPROVED Y T A ADI O COUNTY TRANSPORTATIONDEPARTMENT � ,� C °° � FOR REVISION NO. 5 ONLY A = 35 F/ HALL INSTALLED TO D WAT AID AREA AT THE DIRECTION F THE - SHOW FOR T JOINTS = 0.4 IL ENGINEER. = 350 F/ SI SPA P . ALL P. T LE RADE LI HALL STAKED AT ` CERTIFIED Y I F ANG CONCRETE. N 30 % "0 INTERVAL AND FOM , � ;a t Z ALL � . m �av D r �. I RECONSTRUCTION A 24. EXISTING COUNTY ROADSWHICH WILL R �// / �' y , TRAFFIC AT ALL TIME WITH TH UAT DETOURS DURING r F MAIN E F T r. t/ /,a,�/ p ," r.� �� ° w�� �$. � ALL A T 28 YS AS REINFORCING SHALL HAVE THE FOLLOWING COVERS** ACTUAL CONSTRUCTION. ?mq : . AT -BETWEEN . IF AN ELEVATIONDIFFERENTIAL OF 5k ORUNUEKUMUUNU � .......... ANY PROP LA PAD AND THE EXISTING NAT AL TAM . S `' ,4// �an1,C► _/. ,9� . �, .................................2o I OR ADDITIONAL T ROCK L PROTECTION AND/ ERP C N "'i ALERT - _ 2®® U I RED A DIRECTED Y UNTY I N _,, a- 0.a `' A 4 t�® EXCM R S ®.®..®.®... PROTECTION MAY ............................... CENTER i . o ASSURING THE ACCURACY •' 7SUPERVISION r+ , '' Y 5 S . T PRIVATE I I .RESPONSIBLE A AND ACCEPTABILITY W EON. IN THE EVENT F coMIRM To ASTM ARISING DURING T UVTIO . THE PRIVATE ENGINEER C:33. DISCREPANCIES ALE OLUT I O AND ,M' � 5® L ,HALLRESPONSIBLEF DETERMINING AN ACCEPT J$k REVISE THE PLAN FOR APPROVAL Y T COUNTY OF AN NAD I - RECOMMENDED FOR APPROVAL <•r�4/Qi�'L7�'G� DESIGNSMIX R I`'�= ;T ,S 20x0 I EPIR t mac. � PRIOR USE. � ILLD clAr 7. LD ANYEXISTING T I E LOCATED ON A DEVELOPED CORNER RCE a o ! /Q '? F AN INTERSECTION IT MUT MAINTAINED IN PLACE NX. TO THE TWO WORKING DAYS THE W I N D ROADWAY I OPEN 4 d Ti� � •�Q, � �`•� •�'�!-g � Zt EXISTING PAVEMENT UNTIL TIME I C.E. DAT FOR TRAFFIC. AT THAT T I % I T W L�.L LOA THP. l F EET BEFORHI T W U I THEVICINITY THE BEGINNING F THE CUR b 0D I Q G 7 �� � �� V! I''L i&U !G 'Q RETURN OR A8 OTHERWISE t}IRECTED BY THE ENGINEER. �jplilAll mlidg. KIM YQUKiG 6DDQ � FL00p WALL RETROF tT '- �----- NOT CHT2I61" E. 6fAfZf?• �►L1�►'(RAraOI+� L�1 ADDED SHEETS 2D, 18A, 19A, 20A �1 �G�'7�`�2 $ ADDELI DRtRE.ETEY BY Fir. LEI --� EXP. .� Z8. APPROVAL OF ANS Y THE 'COUNTY OR ITS AGENTS 1701; 1 RELIEVE DEVELOPER LOP O RESPONSIBILITY T W. O. NO. U 1FIELDCOUNTY I '� _ � 1 t ! �" CORRECTION OF FRRO AND OMISSION DISC `� T f BEtJGH MARK- N REQUEST THE REQUIRED PLAN �'� 11750 Skwft Ate, Suite I �'lQ �G�, Jrr�',4�/ca,�t�/r��r'�T" 1`'' 5`•` ROAD NO. CONSTRUCTION. SUBMITTED O TH0, ND VI SHALL O P Y 2 411 � Ibtil F UiL� OX COUNTY ; 4� APPROVED FOU ,t :" DRAWN Y C.ticCKD BY t N :. M10D OF A C A9v ot`t IS'' (zGP �jll'f'�. L : -moi-qr y�'F` H c� AT THE_ ,�®D�or��� G TIQ.ygaver - em- FW' Ah 'WE15T WIRNE-9 OF WmmTT UN G'M�� yrs 1.�; 04 am_cow & SHM5xTr,Nt2� FOOTIN&CONG.GoT FF WALL `r-� 0_22-`1° w5.°T ?UNTY R.- ADS o!+1R AV . CO EN G/APPROVED YSHEET RK G'/TY C7.F`RMCHO 6rC,.,<%�LIO W6W 5 .M.al•.r er ✓.,0..� lW .•r;z!9 7 G .`�, OF C A0 E/YCII� 1,0^4-/Y'o 160. R's zl& � r� is,�r 20 3z�Ta �4% � p _ �"E CtX.kt�`'�E m.NEER R -- efZ. /x"4'7.007 AIC K VISI S ADATE, ASST. Aa C FR• _ 4 +( p Rlw b 5 TRACT 135494 7' 9 4 5.C. Ll 4 5� wallI I T. t­IF_NDER50N CHANNEL 2Y• TEMP FIRE. C%JNZo IRU%.* I ION NOTES' AN Ur` Wo"iAN"elm IT I NEW ZS ®f /® TURNAROUND All 7 QUANTITIESr"• Reex 14 A:4py STREETS 51 DWALK MEANDEIZ5 k DESCRIPTION I T L UNITS Tt-1 OU • .D. EAaE T- L g r 1 y -T u T v klA c 90 CNrY• rv. LAN, t 2 04, os4 �I f Z oIrp�7 3 1 44 r- 4 1 N.T. . 68 TO STA. r `' T • tt -7670 � 2. .00 7 1'1,474 G� C T Y-STA. 3+80.00 TO STA. 10+40.00 11 ° Z' 'C ISTI L SAN MARINO WAY- STA. 0+ TO A• * 7.76. T UCT C - U PND P t COUNTY 7 a 7, Ap 5 R t I L -STA. t T ST . t + - - -- 23 1 1ul 12 21 „ L LANE-STA. 2+98.03 TO STA. I + 1 i I :� COURT-STA. 0 t00.00 TO STA. 4 GO �' UCT 1 L iN t �} 1-30010 ,2. L COU T 9 13 24 24 A til PLACE-STA. + TO STA. 17+60.00 L P CCTV CN CA TD . 1 VI -STA. 31-99.88 TO A• 10+00-00 Y a 14 G T C L t 1 l0 1 N'w u Y Y L T LANE-STA. 3+ 1.29 TO STA. 10+0000 — 1g 25 14 1 i ` - 2� •. CONSTRUCT 1D L_ RR TAIL ON "HT I l14I I, C`L® C' 1 t 1 L DRIVEWAY 5A N DIIN N j�� o' ° 2 "I - PLAN • 1 < t 1�, 2 000 }7 LATE L 1 w - N U t N t U 0W 305 Dlo—�D •51 . « • •5 i o . t® u T « cURB GUMP, P C ll2CC, r LA N10, ►go G� , 1 4?_ u G v C . L 01. D / t •a 2 �"� Z+I 38 LAT ., 1 1 S Ca — – 2� /` t 4 T UCT " GU P H t O. 11'5 5570 I.� 4 3� 33 �A Irld j lit- 1 32 rollI ;. PI jAl GG p T rt,. n1 r 4 D t,P 31 C,1_ 1 I A 0 TYPICAL 60' STREET SECTION 2g ° 2 T 1 P OCH t of ANC CUCA ONCE q,T, L 5tpe o rLA Al W1V,6Z Pe1 Q,,fV11V0 C'DU. 7-, 97Z 4e�l /l 11T a 2 � 0 L.F I L I PLACE- STA. 0+0 0.00 TO STA. 24+67.94 �, 2 2LATE ` t6 CDrV ,2G•9 L O DRIVE-STA. 3486.31 TO STA. Its+00.00 7 Q7) CON�T'RUCT COMN\ERCIAL• DRIVEWAY PER cbAN E3E.R• 4NRDIt-1 CNTY• STD P 'l,INO.0 3 EA. ' J 1 T4" T,e,EE"T �G1,4,E�,k'E,C'',s 14'�k' 6XN A5W1e v,�rR,01iV0 40,11W rY �5'r,�4i►/,p.�l.P�7454. &6 IOZ,41Y X41° v ' 1 r. f / COA15rRuC7~ RE-S1DE�tl Tl A L DRIVEWAY' PER r1TY OF R'A,nJ,0�c� � EA. 9 74 51 d i'U0,4,r Ot V6A .SrZD. otnlG. Al©v 101�-A r 1 1 C 12 1� 1� � T ►. 2?` 22` �► t.A a aA 4 2 "�-5 ® � " 8' reM. 5►_� � �° g►► 1 ? 2� THE -4„ 2 k28 QUANTITIES 1 f AD 10 c� v _,® 24 DESCRIPTION I PHASE 2 PHASE 3 PHASE 4 TOTAL -UNITS I go 30 /Iol 23 LATE C?a��r,�c1c7 ` " �e.c. 61,2- ,,104a ,p ,e �a�1G,� -- 0 90 C .F. �� •3" Z -'' ... ........... PAD 21�3 21 �T� 1'�f 7 Ta 4 t2 _ 21 C T U r '' v C. . . - LOAD / } 451 9riP-/,9:f o74,_09 3 90,44 46o 9 14A ISS ! . 4 a 2z T Ucr c. » ( -co F1L ) 913 I-� WARDMAN BULLOCK RD ,� 6c��I�T1�uG� P �XT�ND�t�' g; 23 t^QN5°TRu�T 3 R.C.P. (Q- LDAD PE' PROFIZE) 4-2• L F N`TS IC9 ELQ�. 37 I f %115.1111 'o r^ 0 7 INc V4 1V5T UCT` R.C. P. - L Q /L } �'?D3 �, PROP. �$ 4• ., F �? 1 ► ` k co/v$T u T' 3R. C.P. C -LQA PER P f-/L ) 4 l l� s V6R I « - 1 3g f Ia / V ► C) 1 I C'Q�1T• UC7' R. C. P. - L Q D /L ) G� 1 , ( 'to 1No --- u } 505 G 27 CONSTRUCT 1 R. C. D-Lv P ®F1L 144 _ �� "� �? � 5 AIRtw a IMP Me UCT p A. c.P. ( -L0 aF1LE� 3 29 t.I=° 12 20 1� 42 `a 1RAI- A Vv y r ' Ct LINFt -µ-2" N5 C,T ZIAI 'T 10/41 5T" C/G'7-U E " " G' if v 0 . A 47 L*1TE « _ ,� 7 G � I. TEXAL ` 1 �y M f Z t4 -1p ` - p 1 Z A, V iEs H - a CO VSr1?b1G?" MA NN'GL "A„P`- , L?R T . ©W6. ANQ. / . ._ 1r 1' P1• W EXIST. I LINE"c Upp _ _ S � - aROA exist- _ L l C NVSr UCT` A/4/f1DL,E '` ,P lililC D. D WC-7. NGS- 11. A '' ' S. _ I /' AT L `°A-I �. �X '�' x , 5:1 MAX r �tt't'-I - lSUc� �'S I 'l MIN « �EXI TIN SUMMIT �'. ol cm(smlcT r N 4slw vo. / G'.Rce TD. Q G. MQ. o2. GA• « 4 "�ol�G. C�I� NA•L^L�ry /� / I{ L M 1/ T� a, �71�[<•I l�G?�QL�t�•►./ //'�r/ ` -•�... ° I A GF t 115 : 16 4NYa Tk'UGT17 Tl / A/ P C' L' D Q. • ✓+` `�, ►a ., -6 (34) C N5T UGT MC T CALL r 1L_ A AEE 7- 21. SIV a 1a to �,►_�►' ��-{� CON T UCT 11V6-TYPO 114AO AL I- S. e 00 OAA ,DEFT. 97-0• /VD. 20'7l N" E X M A 1A1 T' 66 !f''- p:p, C®rrV A>- ,�,aAillil p e4le4 lOA1 4 r,D. 517 2 wN`• • SUMMIT .UPPER t-fOF,17.4 V t:�T AhP U& rA.- I +0o.o "ST-A. ,- Q A5-1E>Ult T F'LOOP WALL- I it 200 CATCH BASIN It.4 td —SD- STORM DRAIN LINE Q7) V1 6'T,PI/C7- .P/C'•t''�4�t/D rd l/�' �-E' c��'T�/G s/�/T" ,28. �' E'4. > STORM DRAIN FLAN N0`S �IVAIa� �r Q WADAN ULL.OGK• 4ALl1 UPPER SUMMIT t�'.oAD, -ca o.G. z►tC, 1` IDGE.LINE. PLACE., AND G1. NDORA DRIV AS N ROP fu//®sP !v Y Y'T ��/ .4N�f4s."/ P I e `f F • b• efV• • ®'^ • T� NO ® / • > .;: a. m«. • �, C.0N�T R U�CTE.D WITH PRASE. I• o.,�A 67- if cr /V r`�4 `` �' C a7-P /l� N/ ,�L ,gild �Ul/�t/L?.Q,�'}� ra,p 7" / i x P 1 LG 7"aT;� L. GT lc�l�1 R T il?,4Rt2 D A � =1 ZA � ® ;° :a 2 01-2.Z 57 p. p GtFtCAr�ca eLIC WOR • c� G t��LL~ N a P�14 a. uGT1G>N, ` I " A LLAI . }_d M A� r GoNT CA A 0% A M 0% A Z5H Z" 81 Oak A*&F oft &v% O%EE 0%` AT a b 77'T k C C I I T 0%F R"ft A Nk lC'N"00' UUA UNUA Z5 • ,� �- ►R ° 11 fi - GaNGf-• TE Gt•A ( -G-2FE00MMENDED FOR APPROVAL �` 4_a pl-1.1.2, TC • �p cI�1GAFOO,R I LLDAN ASSOCIATES v 2.8° l6'S.5,0 ea frfc' e rlD,�f/'�V�1r Q!/,�l�lTlTf ..S' � . . j a 9 ,�'�t�1 /�/ ,� pu�c.1G wcl�I�� GoN��'�;uGTIcaN• f a' X r,4� Z ,�10! e,r4G'.1°1Mr.. 41 .G' G�/.�E• � lD �' �s,�' DATE !2'111A9. pG�,�''�'�'16xwz � " �� r SHFET G _% 1 J�-a &Ore 17 'llX239 LF �� . �3a,,.,- ®! � G<G'1`"5'/.tJQL � VP .�' � �r�? G4�/�Q ilo4 COUNTY OF SAN BERNARDINO Ar <OVCMENT PLANS 2 1L. 11750 Steding Avenue, Suite I TT . , STREEi e ; r C Z41MelV_S,� 1 A r , C o nrrir�� o� v - _ _ .d S'T,a• G�9Et/,�/D. <A9 ?�YP�- fit'" !loaQ �' ' 3' 5 6 .." ` �... 411 . .,. (774)354-0 / ROAD NO. 4\ Ps!h•lC� NU -o W 1� e`�r �a-22-�� W C'DN•51.�l1G�T 5'll�l�!�/A �' , ' L'.�' u,: ADDED SHEET 2DALL D I L ! 1 /? M k a. Jws DESIGNED BY DRAWN BY CHECKED Bso c'�a, sreEr�T .�c� 75C � ��, r rAPPROVED BY r - fil1✓//—/Gr4 yEG�'c� T��, " ,c"� ,P�,�s ,�Pv,..�T1 Zloz�P4'l140 904 ID r 1 ,,, .:.. ar ,. ;4 k� ^ ® INummi 1 EXP 8 Aao> r r�f2c�t�w�' coN. -r. c�oY ��ti�'�1 . .. FILE 40 IC" ON NOTE'loo aUBMITTD BY C.D.E. } C� ASST. COUNTY N .- OADS OW 'E& SHOW TYPICAL SECTIONS ` IV� RECOMMENDED/APPROVED BYHEET INDEX MAP 2 28 MARK VI IUN3 A P AT OF CAOASST. ROA°J O MISSI NER-EN R. DATE COUNTY ENGINEER ' .fF { {y 1 i t n a STANDARD cit of rancho cucamonga STANDARD city .of rancho cucamonga STANDARD STANDARD city of rancho cucamo DRAWING y g DRAWING DRAWING city of rancho cucamonga DRAWING sTacrroN LINEA - NOTES: IL -W. t1--+•. 1. CONCRETE shall be 560-C-3250 Portland Cement Concrete R/W - I P yr P t 1 1 t OPENING CLEAR 2. CONNECTOR PIPE shall be horizontally centered on the wall fNG FRAA FME AND COVER. ALHAMBRA FDY. of the catch basin which faces the connector pipe. Q0 Q ~ NO. 3 REBAR i"C.G _-IL_I�2 23., I_ A- 1530 OR APPROVED �-WwtPAR1f1KAY AND AS SHOWN -- -- - EQUAL. E E E 'E E E E � •'�-prR 24a AROUND FRAME - T --- -2 T 3, CURVATURE of the lip and sidewalls at the opening shall be formed • <- tr. .t� CURB SIOGERM► T.C. ELEV. CURB LINE -;tADE ��--� \I 2-END by curved forms and shall not be made by plastering. D O SEE GRADE N -i �-1 L CLEARANCE(typ) 4. SIOt-YMAU( l STO. DRAWTNG �/ ••R t/-R G It f P. I /'�/�"r 1 GRADE CURB GRADE rL GRADE DIMENSIONS: A".UM A• �• I I i2 W shall be as specified on the plan (41 min.) SINaMOEM MOT[ OL 116r, _� =r4t+ -� V shall be as specified on the plan. Iler�ei amtwce•.so• slop[• 1;` r « s/s••Lp Tw ' T.C. AND F.L. ELEVATIONS -1 / i'J ' EXPANSION D = 31 unless otherwise specified on the plan. �� A PAYEt4EtiT I TO BE GIVEN ON PLANS •�-rF��- - �}� - � �t-� ANCHOR (JOINT(typ) II r <~grit. A T A . „ t = 6 if V is 4 or less "R -1.-114-44 4-- I - t l 1 1 ' TYPICAL ROADWAY SECTION $ � • '� = � cuRet - 8 if v is between 4 and 8 ;�, /I 'R:4' I t = 10" if V is 81 or more "LOOMp t (w �I Thickness of the wall under the opening shall be t + 2" when o w r DESIGNATION RM W P E 0' F' G' H' I' J' K' L' T.I. eo W. exceeds 710" 0 21 t� Za ' GUTTER INDUSTRIAL 54' 44 0 II' 50 e7 .44 13 / \ LOCAL 6a' 36' 17 9' 30 i7 ,44 .33 LOCAL DEPRESSION PER STD 318 O �y 17 ,211 ' CONTRACT ITEM -- COLLECTOR 66' tt' 11' 11`,' 67 ,44 __ ,4 .161 .04 o .o a '.10 �. CURB & GUTTER L.�A > STEP SPACING SECONDARY 66• 6t' 17 16' 8- . so .00 .ria .40 .z4 .0v .23 .37 • .ov .fa MONOLITHIC TOP VIEW If V is 3.51 or less, no steps are required. A za Ie o9 0 _ If V is more than 3.51 and not more than 41 , install one MAJOR 100' 72' It' fir 9' s0 Wo .Sc .40 .24 .09 aT 9 SEE STD. DWG.301 FOR N0 3 DEFORMED step 12 above the floor, I.00 I.z I a is .�0 34 ze zs �a 1• SEE ST D. owe. If V is more than 4 , install steps 12" apart with the top , 4� /INLET DETAILS BAR 1 S 318 FOR LOCAL \ loo step20" to 24" below the to surface of the basin. DIVIDED MAJOR 120' Or 13' SPECIAL BLVD. DESIGN fa A B G D _ DEPRESSION(typ) \ p 8" 14' 8" 22 oowEl -- -- - � �I e, When the basin has a channel use V minus shelf height to 12" 18 9" 21 '4 �,ii determine step spacing. GENERAL NOTES' NOTES: !' •' �`' %. PIPES shall be trimmed to the final shape and length before I. A.C. overlay, if required, shall be min. . 10 C2-AR-4000A.C. ;4: ie ' DOWEL DETAIL r4"(typ) FRONT OF BOX TO BE USED WHEN TOP IS concrete is poured. 2. Thickness shall be as determined by soils report, t•rffic index and street 1, To be used whenever the flow line gradient is less than .60x3 s:: I e ';�.: WI LINE UP POURED SEPARATE, ONE AT EACH designation. Min. thickness for Select System streets shall be .30' . Mt^• STEP- ALHAMBRA WITH TOP OF CORNER '�' •FDY. A •33:0 oR -� tutee Y. SURFACE of all exposed concrete in basin shall conform in slope, thickness all other streets shall be .ZS' • APPROVED EQUAL .� > grade, color, finish and scoring to existing or proposed curb 2. Weakened plane joints shall be constructed not more than 10 feet apart. 3, A.C. base shall be B-AR-4000 �..[. 1 - 3"min. and walk adjacent to the basin and shall be free from protruding j- All curbs shall be constructed in accordence with the latest edition of the 4. Class 11 Aya• base may be substituted for A.C. where A.C. is in excess of .39 R:3" 1V wires and nails . Floor of channel shall be given a steel- All - STD. SPECS. FnR PUBLIC VORKS CONST. unless otherwise indicated. troweled finish. thick. Min. thickness shall be .401 . Thickness of the A.B. shall be as designed : by the Cn9inc�r . 4. Place 3/4" dowel pins at all expansion joints when flow line grade is less • 5' 6" Mln. a• W rn than 0340"• Minimum of 4 �• TOP OF BASIN shall slope 2% toward curb except when otherwise shown Dimensions ' F" chrou h "L" are for 8" Curbs and shat ! be adj . for other' Curb a, v•. I., ,... _ on the plan or to fit existing sidewalk. To be poured monolithic 5 0 g a is with S/W if curb S/W is used. heights. ':t; ;' ►;; s"mi^. ^ FRAME A.YD COVER shall be located as shown on sheet 1 unless other- D wise shown on the plan. i SECTION A - A W Q: CURB 9 GUTTER PAGE I OF 2 ROADWAY SECTION 201 � ;. / , , z n �� CATCH BASIN � I # PAGE 2 OF 2 /e, ".., r.c.s. ».. t• , cit ngineer rC.e. 23e8 -�- 50 - CATCH BASIN '" w N303 Y �0 ,,.~e., rc... 2rimee - 8 C.F. / 2 C3UTTER city gtnter r.c.e 2389'9/?� r� STANDARD STANDARD city of rancho cucamonga STANDARD city of rancho cucamonga STANDARD city : of rancho cucamonga city.. of rancho cucamonga DRAWING DRAWING DRAWING Angltshallnae.xnea 4s° DRAWING wn4n side flowexceeds 10% 3/4'nowd galvanized I -•I F D F r- NOTES B alma,\t�flow T L rNitteps 15'o.c 2,0-a.rase:. ,--: r-- I OpKsnaf ande , - I 6 l' 6" I r_7 I 1 t4 - ' , eau st conucrf I-TABLE of igloos for f ere on }tti3 Standard Ckow,'uq,Sheet 1. � 1' T T ` �' 14 J-- , _-- _ P tf 2-CENTER OF MANHOLE SHAFT shall be located oyer cedfer line of storm drain 1fi7Ci7 dametw Q is 4�o(r kss, r 4"a 4' -r - ` L tmo!F H bYs ' A ' / A r. •• a n n Mortvr rills iZ" n which case place E bra symmetrically artxrrd shaft at 4s•t,rrfh center line. • fi"� ' A , --^ -J J e, •3- LENGTH L ,hall be s'-e'lnles3 shown otherwise on ifrpro+rcnxnt plan• At option of Contractor L may be 1 �� 1 L i� L 4 OF STRICTURE L_ ncreased or location of it mhole shifted to meet pipe s. , 1i 3'rodiva ABLE OF VALUES FOR T ♦ -� PLAN 4- DETAIL M:Whcn depth of ma-Me frau street grade to top of bolt is Its than 2'-p}'lor paved streets or I H 1 - . ` Tie I ptints &rid carerrld�A") l- •CULVERT �I,. B T D►an E lois � Tis Y-6'for turprred streets, monolithic shaft u per M. The Contractor shall Mese L -�_ � ,- _ T � .�•� a 4' , T� CONCRETE TRANSV. +tt •+x 12" 4 3 u n4-&r3 rr o rima? option of constructing shaft as per Detail M for any depth of manhole.When diameter Di is 411 � _ T � - BARS a�+>� �� ' 15" I1/' --` r - to ' o �e" , CRADLE , t *+r� t Gr , ` ' I-; k33,ct:fltef Of Shaft shall lot located b per Nott 2. l a .► .• 1 BARS i- m.` l� /!j u- 41/- I ---- '3_J J---- -� I �a pa"d AT 1"C +st / ` ' ' ' S-THICKNESS OF DEG( slue var7 when necessary to protide level pipe seat.but shall not be less then tabular ` " • 1 ## f a t f+r . I I katAll I•va non 21" 5" � 7 EACH /�'� , M , J rr TOP i tt++ *�\�� w` 24" SVA- -1 F r--D, . F�- ('��1�*t� • ,' s1 �0'-� Yri+b4 rakxs for Fsho,m an this plan. :fell reinforcement n All ghat nlnforctment 4 SkStion 1/2"Dia.4"o.c. T *t+ r Y 2T" s1 PLAN Y Y for trlpar.d>t 1 6-REINFORCING STEEL shall be rw4dtformed bars,ll'ckr from Ike of concrete unle" shown otfrerwise. # 4'n c. ltvarfon y`.. +}+'k- •.. ` #4 BARS "" 'l" chat not riADWO L ;<; ,� Eb&rs Sizes and kngth3 re 51 o m n table below. PLAN SECT ON B-8 DETAIL N i STATION r*i+�-I,ML. AT 4'C•C 33' er/- (Shaftnofsnown) (Shorfnatshown) POI � ? 7-CONCRETE shall be in occordonce with the table of.Concrete Specifications. Manhole from and cover See Note M ++�pf 1e• e1/ ' shtti a frau gad comer Athombro Foundory A-1493, �: - Dears Street Grade per Std. Plan 512 or approved equal ^ :tf 8-STEPS shell be >? mond. ahanzed steel and mrhorcd not kss than birches n the walls of strvcturt.Weis Max. Min. 2: , TIE BARS 3r T' - - Cencrttt rin(s and rsdxr ~ •a, g - 4�t• A'1 AT T-4- 1r c c v see Standard D•'4 No.sI2 Rar1d otherwise shown the spacing shall be I'-5-on centers. The kllrest step shall lot rat nrorw Shan t=6' For ed streets II 8 V2 �F, loTrous abate 1ht umrt(Alhomtwo Fdy. A-3320 a equal 14 For d t Nott f - J2'-D�'trilA Oevd sftttrz �:,. r � Minimum 2'-IOt/2"tor paved steers 3-6 „ ttrpw�ed 9-RQ�GS.REDUCER,AND PiPE for access shaft shall be sated in carwrltrrartx and neatly Pointed wiped e," (se.Nat.P) • ��rnq3Minirr+,xn 3'-6"for unpaved areas. Shot Grade ~ See Kele 4 •• :^: . �'')' tfL�tde the Shift. 3reouceCon:rete-per 2 CC M Concrete rings per tin •.!:.. r t D I 3" ©4Y�10n3 shown of *tions refer b Sid.r)t Std.Plan 512 2-O L` 'Y� «'' 10-STATIONS of maicle3 slaws on in "Itient plan apply at crnhr of shift 1 �' 1 4'x4"mortor finer Randeegff '• .�y?� �- Orrst this step_ of inlets (rem (min) rand 36•R.C.P. ': • .,. r•; :! 'asJ SEE NOTE 7 S'x2'pipe� :•,�';,'. :.' �•: prnl«,ged icteric grade lines. MAIN LINE STORM DRAIN feel Slops -- -------___ r-rac. E b&n DETAIL if I(-FLOOR of nisiole shed be 3hel-troweW to sprnginl fine. , P j' 1n paved streets PLAN i ', F ; .-• br' (See WON 4) 12-BODY of manhole shall be poured•n ane continuous operation,except fhit 1M Contractor,hal) hive die option of _ -t I ANY STANDARD D bis 13' Round edges of inlets 1-4"for paved streets I men PIPE JOINT 1 •' TIE BARS-A'1 i ::• placing at 1t1t Spf7'tEY1g ref a CalStfLCtlOn iOf'f w(th a 1Or11rtUdirlal klyw?r• .r.� - , , rrcneTe s.ccrfrc4'rroNs L ~3" ' 2'•2•'forunpovedstrctrs - - I 4 . AT tui"C-C t_ . edea••. • A Max.24'dometer side irlfet. i i r TIE BARS,a'4 AT Te-C-C r t tdr ~ Use Std. MANHOLE e 4 I �/ , � w 3•radus l � � - r s - s 0'4 AT 4" c- �� y I , F f H (Pegs 14 2) for side M (min �Qr4 BARS ►� w u f. smm • vs• inkte•24'OiOmtter. : NT K_ T t__ 1 SPRING II D I l d ''�� • A. if one .. AT 4"C C : , Imet elevation coolies ' t/" : I of t-os point I ► r I , t 2 r. LINE/i IRS AT •'. ' , : •. res/sii3 •.':. • ! T B ::. �q. 6 C�CA 77 EACH •',''..'i :t• •.• :'�!: T I Hort T - (typ) l-S TOf• L BOT. TABLE OF VALUES FOR F _ 3'-6" SECTION A-IC-A' I all' SECTION A-A GENERAL NOTES SECTION C-C H fie gray H Gra Sec.A.A and Sec.a•Blshon be not less than 4'.0':but may De increased at option of the Engineer provided that A' '• ► r • - Me votut of M Shall De not ItsS than the minimum spectfitd Ond Ihat tet reducer stroll be oleo. For H(in SK,C-C)fee floe sed 1tltel.See f1Ae S7_4Note P. (� w Y a ��, a L•LengihL shofl be 4'unfess oihefvr se shown ori rnorovemtnt Dion. UNDISTURBED 1--- - e•_a M•Shdf1 shot)be construe red os per Sec.0-C and Dtloil N when depth M from street grade to top of box is Itss than 2'-101/2"for SECTION Y Y EARTH a` ,. . I ' 7r A SECTION Z- Z f t }'r)diw 1 paved strettsor S-6"for unpaved offal. pia• P-Depth P maybe reduced loan obsowtt limit of fi'w"n lorgtr votues of P would reduce H(fn See-C-C)to S-6-orless. NOTES: I I � D D Dan 1 fe' f d-r to a•a T.T stroll be 8"for values of H up to and including 8'. T Snoli be 10"for values of H over B'. 1. Value* for AJl,CDV FG,L•alwatione R and S shown on 9 1 P•o+'e1TM^t Plan. l 1 LL r r n otherwise 2. Cradle may b• omitled on side opposite lateral inlet when connecting with existing storm drain pipe. �{' i 14 �4' SF 6 • 1. Stec Snell1 all bround, d 1'_4non C site. Th anchored not Tess thou 6 in the walls o the a ed(; tri. a ide o e se 3. Transverse reinforcement in pipe shall be cul in center of opening and bent to uniform distance floral "' � I `• D ben sfsill�Spaced 0.C. E tars shall lot spKe'd 4~aC •1 1! W,3�l De t�'3��� �'�' Shown,T1!O7 3na11 be plOGtd I-d Orf ClntK. Tht lowest Srea Shall be eat more than 2'abavf uhf MOQf dr the S�dt Or monhON?lea( 1 „ 2. Aamforcfng steel sholl be I/2 round,deformed,strofghf bars 1 1/2"clear from tote of concrete. Cr db3K. r lop and Dolton of junction structure, m I 1 = 3. Stations of monnolel shown ontmprnvemmnt plan apply at centKline of short. 4. Concrete shall m class S f o C- 3 2 5 a. a � � _ I f , Wbeli L treater than S-Cis specified on rnproten►eril plan,oastintlt D ban at 6"o•e- 4. Floor of monholt shall be siee.-troweled. S. Reinforcing steel shall s 5 6 clear from face of concrete. I 1 t t� I Lnllths shorn in table are for lonle3t tal'x Where shorter liars are required,lend or cut s Ring-i jeaucer,Ord Doe for occess snots shall be sealed in 1:2 mortar and neatly pointed or wiped inside shaft. ' N _ a Ledge shall be sloped at 2"per 'oot. fel Floor of structure shall be steel-troweled to spring lire. 4- ; ,'.•. o t4/Ruet clot" regvirtAM13 T, Concrete•1 3000 osl of 28 days. 7, PROVIDE A CONCRETE ENCASEMENT ONE FOOT ABOVE THE TOP OF THE MAIN LINE PiPE TO THE LIMITS OF THE _ 1- GsE•P•^h 13- COVER stow nave letter D in center, S Monnoie snafi snarl oe 4'•O'and Junction Structure bOtt am width sholl be,ncreostd to 4'•0'mmfmum when M•IS'. Use Std. CONCRETE CRADLE IF A JOINT IN THE MAIN LINE PIPE FALLS WITHIN THE LIMITS OF THE CR ADLE. f Koh p Ron 312 with 6"t111ckrings when M-15 ; W SECTION B-B r a: II Il 11 PAGE I OF1�3�1 PAGE 20F 2 MANHOLE A PAGE 3 OF3 2 h rr JUNCTION STRUCTURE A _ �� 2 OLE A /71 MANHOLE A cj � Q C ,� r c , 23689 date (OUTLET DIAMETER-39"OR LESS 510 508 V MANN eft eng,nfer r.c.e. 2388 dote Sty nQin r r.c.m. ote 51 0 city WrsFrt W. O. NO. L S� FIELD BOOK REF. COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS E 1 Riverside, rside,SteHingC Arertue, 925 A ROAD DEPARTMENT Rft erslde, CaNforitirt 92503 ROAD NO. 714 354-0161 PHASE I THRU 4 C7 IJS DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED FOR APPROVAL FAX(714)354-0810 APPROVED BY WILLDAN ASS CIATE ��� T RACT 13565 FILE NO jq CIV1� Itlh. os"169 0A Fam7ED lfYSiSi/3 C.D.E. �� RECOMMENDED/APPROVED BY ASST. COUNTY ENGR.-ROADS DATE � Of vRti(�Q RC.E. 2� �9 DATE ' •Z1 Pd SHEET of MPP_QS EXP. Cfrll Engineers•LRrrd Sun+cars R REVI I N APP ASST. ROAD C MISSIONER-E GR. DATE COUNTY ENGINEER GATE CONSTRUCTION STANDARDS 2 a .uhf city of rancho Cucamonga STANDARD STANDARD cit of rancho cucamon a STANDARD DRAINING city of rancho cucamonga Y 9 DRAWING DRAWING ��=r,� Mor+taN rrenne sed . s'TATION " - Ao f 49Sambe a dy. Tie qws ban r-- I - LINE ,r:� I Q�lieRaM 6t/srde 'I '� ••: • I fact of=Kit% —� and A NOTES: �; ��reft reducer see rings i 6 t Dwg_ No. 512 T• •—B— T I � tt 1 . COP7CRETE shall be 560-0-3250 Portland Cement Concrete . 1 ' .NDar3 I. 2 I I 2 . CONNECTOR PIPE shall be horizontally centered on the wall ----- r�o;� REBAR r ' of the deep portion of the catch basin which faces the C-C AND i , 111\141 SECTION GG PLM! AS S -r■ r T• _ '�-v-% 7".:_ .w-w—: �� NO. 3 REflAR ti' C•C connector pipe . �� FRAMED C�r�- '� `` "4. :: -T-r-«-Z- f - _t_Il /EXPANSION BOTH WAYS 31rRCP. (RiKl id ower not slwwr) }} tifeol steps 2'�sr c.+ot+e riot' I ' , ' , -� T ' { , T 3. CURVATURE of the lip and sidewalls at the opening shall be formed r_r 4c ! ard0bars "�""N mat C a4l' Zr .,Jx�-1 • a -F-; -��� -� -+-�I C JOINT(lyp) by curved forms and shall not be made by plastering. �'°i w�javMst�its-� ► • -.4.+f-T- }-r-+-� } 4 -+- - . •�•; "• IF N bar lar �! ,.1., ,#.. -•-+-•-+-,-.-.-�- 4. DIMENSIONS : l {• ---;- --::::�: ; +-;-!-�-�-;-, 2•fl i w shall be as specified on the plan (81 min. ) ; ; • • N.. A , I Rx4" c9:: =___ __==.:� .: ;_;_1- - -�1.� R:a" I V shall be as specified on the plan. :j; b+►s '—To ban . -��_-r-#t—:-: ANCHOR ��rb D = 3 ' unless otherwise specified on the plan. it F , eco 1 b" W - t = 6" if V is 41 or less - ,; �� :•t. ;,� I �Y '. '': ;: t = 8" if V is between 4 1 and 8 ' r .. ' t = •10" if V is 8 ' or more LOCAL DEPRESSION PER STOste � ---- ,'' 1 -I •-/... .. ��.. •_ ..:>• �- I =� -F UYndres f �A SEE STD. DWG. 318 FOR .,• , t.r' •. • •� �., LOCAL DEPRESSION (tjrp) .'�i: 'i:. •':••� .•.:r.•r. 14 bars e.;e,•. `::' , CONTRACT ITEM -O •=�;~�='s•-`%�:t'-w SECTION N'hf-P PLAN VIEW NO.. 3 DEFORM - Pfofecled on P-P-O BAR5• STEP SPACING rat- ��-,�„ DETAIL Irl If V is 3 .5 ' or less, no steps are required. Np.ser �— —� 7 4t!4 If V is more than t and not more than 41 install one ' 4 •.<. ? '� step 12 above the floor. - - _ = N \ � , I I zi" DIA. CLEAR OPENING DOWEL DETAIL If V is more than 41 , install steps 12" apart with the top \ -1 I.prm;de Wnf ' uef pipe FRAME AND COVER. TO BE USED WHEN TDP 11 11 �'• �' IS POURED SEPARATE, step 20 to 24 below the top surface of the basin. \1 ALHAMBRA FOUNDRY ONE AT EACH CORNER. 0 prs for A-1530 OR APPROVED When the basin has a channel use V minus shelf height to J4c( , \ EQUAL. 4t�" i. determine step spacing. E \ c when top is not kyel 1— 216 - -- - --.=-- _� - - - - - - • - 6. PIPES shall be trimmed to the final shape and length before w. DOWEL DOWEL i� concrete is poured . N FRONT OFF. 7 .. . BOX TO LINE Ur 7. SURFACE of all exposed concrete in basin shall conform in slope, _ Q►-A 4» W1 WITH TOP OF , 1 n • 3"' L_' CURB grade, color, finish and scoring to existing or proposed curb W To ' A-3310 , itYP' FACE and walk adjacent to the basin and shall be free from protruding c �--=T J� ; .-. r, '�""' s� t- DR APPRIN 3»t wires and nails . Floor of channel shall be given a steel- _3 min. troweled finish. Avid B t ' t , -,1 I `o•ice R i 3" W , J A I LL O 3. TOP OF BASIN shall slope 2% toward curb except when otherwise _ z s o• the p1 to fit sting sidewalk. To be poured N �_ r. i POtM A"INST t• M�no�i`iY is with/W if curb �rW is used . l �•• ' UNDISTURBED OR -i i�hon 1 ,, - , COMPACTED GROUND 9• FRA4E AND COVER shall be located as shown on sheet 1 unless 4' D otherwise shown on the plan. I / w 1- _t - FJ a SECTION C-C 1 LONGITUDINAL SECTION � SECTION A-A , ort (Shaft not sham) PAGE I OF 2 PAGE 2 OF 2 / PAGE 1 OF z g, CATCH BASIN 3 t , /p CATCH BASIN *3 �� MANHOLE c, enps►ar r.c.e. 23 889 date J Y v 511 crt ,neer r.c.e 238 ole STAND city of rancho Cucamonga STANDARD city.' of rancho cucamonga STANDARD city of rancho cucamonga ARD _ Variable DRAWING DRAWING DRAW 1 N G I- , (10,min.) -------- -- �.----- --.) Side Op e*ro t Side�pening F---K-- NDTES i 12 ' �► Basin , i i j Basin D 20 or P F. 1 Top Of Curb- 1 - --- C.F. I TABLE of tralues For Fad T' on:tionR.i+d Ekrafim S an shawl of die riprarefr+ettt Alen 0 Or W Fes' qtr.cr-- _--_---- -All cure Faces Egual--- 2 - LATERIII_S-�laterals vier an both stdts el m&4&.acctss shall steal be located on sde mceivng the vtulerbteral Endvrall (typ.) �.. '-Point A Si^ pie Laterals steal be destgn.M on enprorernent plan as right or Wt.facng n the direction of stationing Variable 3- CENTER OF MANHOLE SHAFT shag be located over tetter Celt of man storm damn when D,is 46'ar less.n trlech l _ L Stroi ht Grade See Nott 'F' -�- case place 4 E bis symmetrically around shaft at 45•with center Ina. • , CASE A 4 - LENGTH L(3hom on improvement plan) map be"ceased at option of Cot►racfor to meet pipe a 4s.bet any change 11 0 - Pipe Diameter See Note B D n location of spar must be approved by the bgneer. '� �' -• : . W - Bottom Width of Channel �---Variable ----•1 t 5 - DETAIL M :When dcpfh of marJtole from street grade to top of hors is less that 2"-q)'lar pared streeh or]f-�' L____.1 ,_--K__ ..t for unpaved streets.construct monolithic shaft as per Detall M P - Wetted Peri wits of Channel 12:1 i F Side Opening D i Of The Contractor shall have the tion of constricting shaft u Detail M for of ntanlak. V...� � Eosin � C.F. � � g � � _-- j?41r<91Ssr ' I ' w " ____ W1mt diameter Di 13 48'ar less,center of shaft shall be located as per Note 3. Flaw 6 - REMRCING STEEL shall be round.deftxmed.stra ht bars,Ii'clear from face of conn to unless show+ otherwise. ,r.>. 1 Str.Gr: a st or oott Tie ban shall beNo.3and spaced lean centers or closer. o S ,a�• 5` c; '-�`-- ---.1 Steel schedule delaled on rnproverrnert plan Str. Gr. See Note'F' j L SECTION D-D 7- CONCRETE shall be in accordance with trio table of Coecreft i9etificafrons. Set Note's �S� p ste Note's' 8- STEPS shall be I'mund.gahanted steel and anchored not less than I riches n the gals of 3tructtm. Urk33 e a1llerwise shown the spacing Shall be I'•5'an txnlen. The lowest step steal be not ante than 2 fee! E _' _ --_ _-- above the Inert. AlhombraFdy.A-3320 or Equal.) 7 r -____ "f'�"^+-�%tee 9 - RINGS, REDUCER,AND PIPE foraccess shaft shall It stated in coment (tartar and neaffy pointed er 2' PoigrB ' wiped inside shall. Cui 10- STATIONS of manholes shown on improvement plan apply at intersection of center lines of roan" line aed ELEVATION a'' : t-o�tr..+►�- : r-"' spur. Elcralions shown at stahas refer to prolatged iftrcrt grade fines. 3 Design Rock 41C ' r� ,G,� 1 ; �,x n 1,D_ e H --- :---- --------- =--- II- FLOOR of manhde shall be steel (roweled to springing Itnt Velocity Classificatioss r � (ft./sec.) -sr�s. v-s• 12- BODY of manhole,including spur,shall be poured in oat cwtrxtous operation,trceptthat the Contractor shall hoe the 6 • 10 No. 1 Backing 1 eF A y r.�ra oplan of placing at the Win" kne a consfructlon ?Dint pith brigitudtnal keyway. 10 • 12 1/4 Ton V dl� Sf �; v 13- ELEVATION-S• applies at center of man Ina on prolongation of invert of spur 12 • 14 1/2 Ton - 14 - 16 1 Ton A__ -•�- 1ABL OF ALOES FOR F AND T CONCRETE SPECIFICATIONS 16 1e 2 Ton sat i;' D �s«,.. I' 0 F B T CASE C 4'. T" see- C - 3256 30 or 3w SELECTION OF RIP RAP T 6 see C- 3254 6' min NOTES P T><. _ te"• ta' yam. s- 3:56 a. Local Depressian shall be Class 8 untess otherwise speeffied on genorol plan. 1a' �i- b. Elevations at outer corners shown on general plan. If no elevations ore ' �—►—d ;- PLAN �e a specified, the outer edge of Local Depression shall conform to finished street surface. 7 c. Slakes shall be set to grade along the valley line, These stakes shall not be : ' 7V • • removed until just before final finishing. NOTES 1. Type of Rip Rap d. G x 4 feet unless otherwiso wocrfied. K:5feet unless otherwise specified. t- a. Regular Ouarry Stone L :6 "' " " m 9 b. Rounded Cabbintone H s 4,inches unless otherwise shown an general plan. cv _iia.-, e Broken Conatte lonly allowed upon approvet of the Agency) e. Points A and 8 shall be set at H inch below existing gutter grade. �t 1 ' �1' th I. Special detoils governing the construction of this Local Depression on venicot I ID 2. Placement N curve shown on general plan. as s a. Minimum depth - 1 1/2 timet Mine stone sitz > w" RECOMMENDED FOR APPROVAL _ b. Rocks shall be placed so as to provide 6 minimum of voids. u+ u+ (4-COVER shell nevi river 0 in center. WILLDAN ASSOCIATE a: � e Surface rocks w concrete shill protrude to at lima 1/2 their ' vertical dimension PAGE 2 OF 2 ,ti.. 9 iz ,� LOCAL DEPRESSION FOR SIDE MANHOLE B511 RC.E. 289 DATE d. Rip Rap is to be placid over a natural bedding, or it troy be QQ,. p/� grouted or plead over a gravel bedding when required by v s. 1� Z �/ OPENING �T�F pH5)N I / the AgtnCy. Q� Qf � �'. ufr frsq nee r.ct. 2388 d te- . c ty # c • dAt♦ Ems• �! r/�j ELEVATION r 41119E 4, S7'A,u D BOOK REF. COUNTY OF SAN BERNARDINO ' NO. ,, 3-31 �l COEH651 StMinRAvenue, Suite ROAD DEPARTMENT STREET IMPROVEMENT PLANS Y tx-- Riverside, California 92503 ROAD NO. RIP RAP ENERGY -� - 11 ���� � (714)354-0161 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY PHASE I THRU 4 ��. FAX(714)354-0810 DISSIPATOR �'I�,� �P �� r� T RACT13565FILE �OUly ricer r.c.e.23889 dol. - .rv.�. / h NOR f 0 f I t SUBMITTED BY �'��1' C.D.E. ! ✓�� & SWArl ASST. COUNTY ENGR.-ROADS DATE RECOMMENDED/ PPR VED BY SHEET of Fin fireers•Land Surto Yrs et ARK 1A T. R AD COMMISSIONER• NGR. DATE COUNTY ENGINEER DATE CONSTRUCTION STANDARDS 2b 28 • sh t 2 R 014 195, STANDARD STANDARD city of rancho cucamonga STANDARD city of rancho cucamonga city of rancho Cucamonga DRAWING DRAWING DRAWING - STANDARD city of rancho cucamonga DRAWING 2 • sloe/M nrinlb , with 2f 6V AA be reinforced "th Monnaie from! artQ cover to be two 3*01 lines:6"and S'n tat No2sfeel "is band 6•rint3 3lafll be roinfsrceel er"four and Monnote frome, and cover to be shall pt reinforced with four and ., �. ♦ '' . . �,. . ►- ► , w .� Alhambra Foundry: A-1493 , sits ho,7%,tied rrM No 14kS.&W.tatt Cement lnertar /RlhomDra Fotrndry: A-1495 , 3i>< Me9s;tied echo Ne:K A-S.aw.gap ' ►' or approved equal. fljrt a e. i• or approved equal. tetrf 6 t.c. ' Cement mortar Owif under Nett 3 L + ; e-,-�- _ _ _-a -'-_- Omit under.Nate 3 Three si: x e• ! t e• I h T , : Terra sins r•--t� ' ' � I �; i .-:-r :-�---� _ C_`^ ::�,'. •"•� �- fSCted not -�' 'i. •,• •. `Y .► 00 _ riaAlt,net to •• 21_ exceed if -6 t? j � e y . .• - use fe 'rad . • See Setties s ' hatM wrt%ancrett92 Inside fir j details. .r Set Rin(Section Adjust t• rtgoirN N f: , . . .M:. . . - nsidt tin s• j- a Diaet•7=0• FACE PLATE AND ANCHORS ALHAM9RA FOUNDRY A-3111 r far joined•tails MrtM Intl cencrttt + ,I. DieM.2=(Y .S 8 :.r 1 OR APPROVED EQUAL rings. 11" LIQ ,. I-)�-� ,.; % Afttfule cress tlirt3 - I ii 6•' bad ff dotted has �._j{T-�- 13-I ADJUSTING NUTS TO BE TIGHTENED AND SECURED IN f LACE t,'. 3 j _3 • W I WHEN STEEL PLATE ANGLE IS IN PROPER POSITION• o T- b'• '^ ?0•Diam 6• --2t-. -f- -14--� o •. 6� „ 2.0 ` I FINISHED U i PROTECTION BAR e� `' '' SECTION2r min.Of PAVEMENT CROSS SECTION CROSS • G � SUPPORT BOLT- ALHAMBRA FOUNDRY A.1572 I "=•: '• � •,=�:i`4 � ev '•' '•t_:'••.. i OR APPROVED EQUAL '+ ;:: ; CONCRETE RING 'T. �� ' - ,' CONCRETE RING raft of f•sinhrt;w '- _ v.` Mdreer sb&N be tither .�.,eJ,•, �'� ' I � .: � ;` - 4 e >a Itr 36 P. �• I nand tahaarad 7he1 poured concrete K e • iwwd J*rirtd sttd>1t�s `: : is ; ;(Alhambra Fdy. A-3320 "i' cat►irifvtal corrcrttt e• 12i- ,- I �__ .l Y t t I t•.' 4 era F � Alhambrae d A 3320 •.�• Ix q b `�"• or Equal.) Y NOTES a See Rtdacer '.•" � Section far joed �t I �t �1nLT Any 3fafdard *0 jert 1-CONCRETE for poured units shall be ,7' '� ,+, •r --r iii Ill�l�/ 560-D-3250. b� a 2-JOINTS sha 1 1 be filled with cement 3 3'd0ialw 3� e s'� mortar and neatly pointed or wiped Iteiba2 wire roil • e ;. on inside of shaft. 4 '* 2�0'tkan� f �. �!-� s• _ mortar r r a n d Cstlrtfrfs " / s r' r o • j COLLAR o f cement t around !<' 3a'C«Itrffatah soiw { ' sibaM los Ild kis than .t ' r.•. cover frame shall be omitted in _ ) ••. .�7s 0.•in ffffcfive itl'f1 •, �; _ ` / I. !'�•. • R.C.P. rock and oil streets and in paved streets. r 'f A 4-CONCRETE RINGS shall be of the _ dimensions shown and reinforced as •+! ' lor Di RML. • . a . •'• ;! shown hereon. -�oil 5-STEPS sha 1 l be 3/4" round ga Ivan i zed 5S12'P've x't HALF SECTION NOTE Awl s�tdod lilt esd steel . Top step shall be placed Of �CONCRETE COLLAR-TO BE FLUSH WITH FINISHED PAVEMENT. !rx Ami �'� directly beneath the manhole covering REDUCER USE 560-0-3250 PC.C. NOTES: T r with legs extendinginto wall of (Psrnewith CetltrifupffySptaConcrete PiPt� THE CONCRETE COLLAR SHALL BE CONSTRUCT EO ALL AROUND THE F- 5 MANHOLE FRAME 61 COVER, AND SHALL BE CONSTRUCTED UPON A 1• Face late span be embedded 4'In adjacent curb on each siAe d shaft on radial lines.nes. Width of all l DETAIL C p ++petting. Steps shall be 1 '2" between leg Cen- FIRM AND UNYIELDING SUBGRADE SUBJECT TO INSPECTION PRIOR T VERTICAL SECTION PLACEMENT. tors. Except where shown otherwise, OF 2. Protection bar shad be 1" diameter plain Cat*toch Embed S' at each end. Cent.r in opening when support spacing of steps i n shaft shall be WHOLE SHAFT NOTES bolts are not used. Not required for Catch Basin Type 503. 1 ' 5" between centers. ALHAMBRA Fdy. DETAIL C shall apply when centrifugally spun concrete 3. support bolts are required it width of opening exceeds S'. Maximum spacing of butts is 4'. VERTICAL SECTION A-3320 or equal. ) pipe and rings are used i n manhole shaft. as per Note 4. All exposed metal parts shall be galvanized. Of THOLE �� 6-CENTRIFUGALLY SPUN UNITS may be used 6 on Sheet 1 . at the option of the contractor, con- TRANSVERSE REINFORCING STEEL for 36" centrifugally spun forming to specifications for Centri- fugal Concrete Pipe and to Detail C concrete pipe shall consist of coils of No. 2 rods � er= 3 on Sheet 2. spaced 4" c to c or closer. MANHOLE FRAME 512 7-LENGTH of sections of 36" R.C.P. for LOADING TEST is not required for centrifugally spun manhole hof may be 1 '0" 2'0" 3'0" concrete pipe used for manhole shaft. --� & COVER ADJUSTMENT O shaft y r r r 1 _f 1 nr)m It ,.c.o 23889 dcta or 4' 0" at the option of the caner- *.- LENGTH of pipe sections for manhole shaft may be 12 . or. 2 6 or 3 10 3/4 at the option of the contractor. 8-COVER shall have letter 0 in center. ADDITIONAL NOTES for Detail Care shown on Sheet 1 of l CONCRETE RING RED PAGE I OF 3 CONCRETE RINGS,REDUCER, PAGE 2 O 3 Z X781 CATCH BASIN INLET � S, UC � �, , city e (neer r c e. 23689 of ,� HOLE SHAFT5 �° ell Inf.r r I: . 2388 a,e PPE FOR MAN cjly„cnglneelr r.C.t. 23884 8e PIPE FOR MANHOLE y t _/4 of 12' _1-_(t CONCRETE REINFORCING I L A conCrUe cellar is required rhenover D, is unequal to O: or the permitted defllCliOn of a pips joint is ^ , STEEL INSTITUTE •` Vy9 ,^_. p. O o C sxcesdtd; that is, when angle•A•is greater than Ina permuted deflection angle. (see Table). l \ /• �- ld p /yy � 2. Concrete collars shall not be constructed on mold line storm drains unlaaa shown on the plana or ordered J by the Engines(. -� I 3. Reinforcing shall be used .hors the pipe diameter is treater than 21 inches and on all pipes where the Pull STANDARD A 615,A REINFORCING BARS � •� Q I I Dotroen fM utremities (too DETAIL A) is 211/z incMo or larger. - I I ♦ CIRCULAR TIES- SPACE BETWEEN f+0. OF BAR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS PIPE DIAMETER PIPE E%TREt(ITIE5 CIRCULAR TIES \\ -L 21 or leis I 2fr I 3 OLD NEW POUNDS DIAMETER CROSS SECTIONAL PERIMETER 2+•lo 3o0 2i ar I•tt N PER FOOT INCHES AREA-SQ.INCHES INCHES rl _J (INCHES) ( UMDERS) 33 3'-Io 77 I 2i4' or less 4_ � 1.'ti Circular 6G'to 66 2%t or le" S I /l el/r•A�-]�///r •250 •OS •78� /r �Fw auN ere Slondora \ - tie,. S.. /4 2 167 i r When the space betreen LAI Alpe ulnmlhes uceeds 2fJ Incnu,Ino number a( circular ties enols De increased 1 Cmcn Basin plans Varies to swt �Plo�n or reinforced •.( can J,lipns \ �LNOtt 4, to maintain o maximum spacing of 6 inches confer to csnler. Circular hes shall have a diameter 5 inches • r conuele Dr4e a C M P Main Line e•o greater IhOn the outside diomeftr of the larger pipe. s m, _ - a ' s; •' s _ 1 >\ I �• s -te 'Cutch Las:n Floor -1 3 .376 1 . 178 _ ;' _ ; -r n Ste fJole< s v �- 1 rPloin or reinforced Healed On Ills r0'etl lone. •��� • I � O� s T� S<e r+ot< 7 See Note 7-- �6-• cant. pipe or C.M.P. S S. For pipe larger than 66 inches in diameler a special coflar dolail shall be dell Project P 9 • r 6, where the pipe it 21 inches or less in diameter, on Interior form of unsealed Sano-Tube,or equal less DETAIL B), J A r - - ,.• PLAN '-Q 420-C-2000 //�� ^ _5 0 0 .2 0 l _57 UeJd•ny cel _•,_ '�. :8= (m,n Uonc. entat.,."t ,�Vnn<t,ar pipe a shall be used to provide o smooth interior joint. The paper (arm may De left in place. mP16 1M pipe is 24 1 /1 •� G�,/ • � D Q Q Q mcMs Or la•gor a r_moraD to interior form &half Da used or the Interior joint shall De comDlNlly filled with ' \ Set Nole 9 -r rte_ U F.Ifel�\a.00-2VUJ -C `Lit. S - 4 ilh u e•1.5n--I r-- mortar and neatly painted. s..•,c cert o o'' see nate 3 t s .Class•C•uw,lur c L /� 1_._t_, )Y D c +1 !--Normof joint v^a fon I. "-`• -_�. �o_' \ I1 spoce 7. where pipes of different diatstefers or• joined with a concrete collar, L $hall be that o1 IM tarter pips and /p� •�� •�9 t •�^� rNut.c J<I•s,tr _ `-e4 or 12• the external diameter of the collar shall be equal to the o,tsrdt diameter or larger pipe plus 2T for the larger 1 .043 Jq I [L^J ,-- u� ._. ` _ 1 req.,ntJ sr n. CASE 2 oI Y � iy/ I pipe. A concrete collar shall not be construe Ud connecling o larger diameter pipe upstream to o smaller dio spt��r,tol,o,ts-' '' et've Le J.:,^y - •.• �Slo_.:. `1.}°' Nolc A11 c....-I., ,I %�r .e�� vlpes l_Iu„n it.,ur.y ies specified for Cuse 'll res, PLAN 1 __ I molar p,pe 0o.netrtom unless mown on IM Improramenl plans or ordered by the Engineer. w,a.sl"r LeJ eartnt' shun be encased hen told _rin,n wt morn I,ne e•c.-teii •��0 _nm la,d on Ltl _r„W hos nal Gttn d<n s.Irod. 1 a J JCC' 410. The clue for angst •A' shall Ds $horn on the Improramenl plans. •3� C 1 a�O •4 4 2.35 6 SECTION (3-f3 SECTION u (( v NOTES CASE I AND CASE 2 CASE I ---- -- CASE 3-SADDLE CONNECTION d t, where the slope of the upstream pipe is greater than the slope of the dowa$tream Pipe, join soffits. where IM I Angle n shall to bel.een 45'dtg,ets and 90 degrees and NOTES- CASE 3 M M O Q I Moin Lire -- -- - CUT No. 1: Sow the tube at an angle of A/•2 with the trowrss plans. Reverse o [ !�� Nope of the upelream pipe is les& than the slope of the downstream pipe, join inverts. D shall be 24 ,oche: ar Its& Far Smull<, .aloes of A and 1 C.."cl,onf la v.;e, 21 tutors a, Its& in d,umeler r,lhoul one section and tape both sections together, forming the deflection angle 11A". -- -�-J 0 n .��Q yon flrafl�,ts ar craft r L,anchtf :hon Lt moot d o ` .875 c 6� �0�� tarsier ^uluCt of O,use•Vprop„oIe slanJarO SlruClure. ler^ V, -/ , p. 8erolld pipe may be used in lieu of o concrete collar it approved by Inc Engineer. _ .•itn sadJles PietClas.-C-wwtu,-. 2 In n0 cost soon Inc OOIsiJt diamHer of ILK inlet pipe et- 2.trim 4r cul so JJIC to Int&nuyl, u.er the aces orae al Inc CUT No, 2:Saw the tube longttudlnal ly,removing a strip 3.14(Do DI)inches extremities -Annular I p a, U .. eetd o c-hotl the irn,Je diumeta of Inc rnoln storm dr„in. main pipe.oda so res ails "d1 be un nee one and Ude If. For Pipe site not listed in the TABLE, use values of L,T, 5 A"for the nut larger size listed. Q-• B wide on iM side opposite the open pint. Bend the ends of the cut Interior surnOtt- space of etre cL^heeling D•pt. together and insert the tube in the pipe. of pipe _� w O• ) Ctntcr I,r,e of inlet sr,on Le on rod,us or storm drain Tht onenlnq inter the pipe snarl be cel and Irrmmed to °° DETAIL A �( \" ��•rr�r /tom 1i \!1 e�..J /w, •^/ /.� 2.6 t( p} .79 / • {,�G I}J -i.- , e.ctVt u,hent Llt•al,on $rs too+n on Vr oJecl J,uw,ngs III Iht^aJJ,e to Ihol no yurl ..,II Project with.n me LU,t TYPICAL JOINT FOR ~QJ G V `z -+ ( ' `l B1 of the saadlt y,yt I.t ` e the Optn,nq m10 Iht mo,n storm dram shall be Ih! out site , the CO neCing pipe shall Le suDCurICJ us sno_n in Cosec REINFORCED CONCRETE PIPE - l.� _ ""'m° . - diameter u1 the rn1t1 p,pe Vtus one Inch r m ar 3 inch 1 and 2. 2 8 - - .-Uc<&1..1 to `�1..1 ma.Irnum /�•�} I `- �__ \s r,'F Supersedes d,o.ing of some nu.n Ler doted DECEMBER, 195: �7 3.4 00 • 1 •0 0 �a � I"c'LeJJ•ny '.< -i- tf 510_a- S All corruyored mttJl Pipe and I,Ilings shall Le got.un r+tJ '�.., scut No 1 TABLE V VVV f'.� lLOS ANGELES COIJNTI' V! .� ^• --W - 6 11 Angle R is 45 de y,ett or less, rise Case I. If Any1e B __FLOOD CONTROL DISTRICT__ D2 LF PERMITTED ' �� ^ r U. ta,l`,hipae 45 ldco^n`,i.,p cafe 2 JUNCTION STRUCTURE 1 12 ` •���Iy G SECTION C•C SECTION A-A Cut No_2 _ (inchex) (inches) Ma) DEFLECTION.4 JI( 7 3.9190CASE 1 pips n,rel Kiln inner snlo,ce Ilnf -'/VA -- � � 1 • • - cel mamhoe Dept RounJ edge el caner tet V�De or rdnlorced 12 2'14E`:ISIOr;S ...... coracle pipe. � •• r ,s< ,a, D 8. SwNun specified ern+,arid I IS 12 i 4 I I•SS _ _ V qs opphcs at Inc roost U,on 01 inside 18 12 S I.40' f i �j� � � � y0• _ 21 12 1 5 I�20' I�.� { 5• I .� t 0 ' .V • _ .N- n s ee odd<a n - rI -� 24 12 6 I K J • I 12 ra r.• tet etre moll of no,n slow d,u,n onJ center cede el nitl /�� n e., pipe r' Salta Cly r2 v line 27 12 7 I.13' _ �_M_ / •v' -_f_ 30 12 7 I.OT -sc.i< arse UK'G. NO. <2`I UA193- based on the numbers of inches w ` r oh[ •R.r9E6�,,tfr , or „ I 33 le 8 1•0l The new bar numbers are = - Cut tett 2--I- 36 IB 9 1.01' ' -! �,_•I 39 is 9 1.09• included in the nominal diameter or the bar ;a4 (4_ps)_� 42 Is 9 •OS' GRANGE COUNTY ENVIRONMENTAL AC ENT GENCY STD. PLAN BO/' nU?J�r Z /nPIO/n /'OUl7dSG�7Ilf. �O!'S nUr/7/7c�r'EC� 9. IO and 11 45 18 10 1.01 RECOMMENDED FOR APPROVAL 48 le I t0 0.58 Approved r--- ore round baro ornd ec7uivalent in weight nominal cross - WILLD N ASSOCIATES _DETAIL 8 c.R. oo+ D �0C/Or 0�R�°'C Wo 1"t 13 ` 7 9ecticnol Oreo to the old typo l" I a and l squore bans I l8 f0 0'55 DATE - JULY. 1952 «r• /27/88 (Sono Tube,Ix equal, interior form 54 18 10 0'S2' AdopTed: Res, 77-92. Rerisedf ' 660 21 6 21 11 00.443 REINFORCED CONCRETE COLLAR- NOTES SHEET 2 OF 2 FLOODLOS ANGELES COUNTY CO CONTROL DISTRICT Revised 1 - 19-71 2 - D l71 R.c.E, 8g DATE EXP. 31-31191 FIELD BOOK REF. COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS W. O. NO. ORANGE COUNTY ENVIRONMENTAL MA G E T A ENCY STD. PLAN �O \c,��E l �' rl 11657SterFin Avenue, SufteA �. 9 �� E - - - - -- - ---- - - ---- ROAD DEPARTMENT Approved �� �1. 9 G'' RIr e�^:cide, California 92503 C.R. MELS N h 411 ® 714 - - - - -- - - ROAD NO. ECTOR OF PUBL/C WORKS Z - LILI AMS )354-0161 DES'GNED BY DRAWN By CHECKED BY .. 7 -___ _____- __ _ ______ APPROVED BY PHASE I THRU 4 - Fs9X(714)354-0810 Adopted: Res. 77-92. Revised! 4t, r`' L r t +b N -- - -- --- --- - REINFORCED CONCRETE Sr(EET 'f of 2 S'Jd,ti,ITTEDBY '�--a`_ ___---- CDE _ -_ -__-- RACT 13565 FILE NO �c �3.5� ETE COLLAR _ __ ASST COUNTY ENGR -ROADS DATE 7 REC0,Y NDED,'APIP OV BY ~'- �f `►�° Civil F.�rtgfiteem Land Stir7,I ,� ?n 8$ _ CONSTRUCTION STANDARDS SHEET of -y - - - 2c 28 ARK ASST. ROAD CO ISSIONER-E GR. DATE COUNTY ENGINEER -. •F R/W R /W R/W CAr CAP I i CONT. W¢ CONT. 44 CONT. 'd ADD ADO/T/ONAG BLOCKS TO 7-401- 4,!5V OPADD 4DD/7_lalk.46 61_Ar&,5 TO TOr' OF EX/ST `VftGG G<<OUTEO 1 RE/NFDRCED. ADD ADDITIONAL bLOCKs To °� Of EX/ST !4/AGG , G�1'OUTEI�f RE/NFORCE"d. J ti,>� otr TOP OF EXIST. WALL CP,0C4TED I/ERT. @ Le t Re(NFoRCeD. v 3 DR/GG J�¢ pxB�f�OLE /N�x/ST. GRO�/TED J ¢ 4 O.C. VERT. @ Q Ore/GL 3/¢ �01` X B- MOLE /N EX/5T GROUTED CELL CE46 /NST.tGL /N E'fOX r J *¢@ Z4` O.C. J : REMov� ExISTI NG CAP. 2_ DRILL 3/4 8 RLE IN EXIST. /NSTAGG RE/N�ORC/1vG /N AS SNOH/r/ Z AS SyOH/N. NOTE NG CA P HORIZ. GROUTED CELL INSTALL REN ORGIN G NOTE 8 K -- fc ----�/ W :*4@I6" O.C. VERT. IN F_PoxY AS suoWN. W B BLCrK - 20z7dEXe /sT 'COA/C. , t\ r U G 2' �,NSTAL� 2'bun//TE SAGE ,U BGG {V4 G W17 H 5k1VK9 BCx / U 3' sNoTGRET� k �,- Sou GROUTGo I Z T �ovs ,�%v, EE PLAn (PNEUMATICALLY EX15T. 8 CONC" 51-0c K NOTE EX/ST. B'CONC. Q V - - " APPLIED CONC•) WALL SOLID GROUTED ,BGa WAZZ � 2r I. THE CONTRACTOR SHALL USE EXTREME CAUTION DURING THE �C G V LR. ALL 95INFoKc-INC STEEL SHRLI tib SECURELY CONSTRUCTION OF THE MODIFICATIONS NOTED TO PROTECT SDC/d GROC/TEd 0 r TIED IN PLRGC Tb WALL PQIOR To PLaCIµG THE EXISTING WALL FOOTING AND STRUCTURAL FOOTING AND V V �� k , � p Y LAP SPLICE 18 MIN. — Q ,� �; ti Q CLEAN ROL4PEN ci J CONT. SUIZFAcE E5Y >O"'S/OEw<JCK 450 1&1' ), 4�d' �' St�OTCRETr BACKFILL . � ti ' W �. SANp�LA,STING OR PARKWAY IN5TALL INTO _ PARKWAY EGzUAL. rC'RAQE z-#¢�,3Z"p,C'. NOR/Z. /N /2'BGDcr. -5/¢"c6x8" ROLE ti ��, 2. RESTUCCO ENTIRE WALL; COLOR 'AND TEXTURE OF STUCCO IS SUBJECT v IP LAP W EPox _ 0 TO APPROVAL OF CITY ENGINEER a CITY PLANNER. - '(¢ @ .�"o.0 h'OrR/Z. /N /Z"BLG�K. - #9���4'ac. VERT. REFER '"OLMdOSG4fE �oMaTRurr�oN PARKWAY 2-44- (F ° O. � 3. WHERE SCREEN WALL IS EXISTING ON FLOOD WALL STEEL IS /P"BLOCK SEND OV GRADE NORIZ. IN 12' BLOCK IN PLACE9 REMOVE CAP a GROUT CELLS SOLID. PL4N SHEETS `I-A413 ,S , 14 123 FeR i0�4�Z4ryO.C. ✓ERT ER STEEL - ° �� E4 O-C: _ ��,�¢„�C, /iE�T o SCb(.1K PleoreCTloN 4@ z4' O.C. VERT. 4. WALL IS NOT EXISTING IN LIMITED SPECIAL LOCATIONS SCDU� PiCOTECT/ON ' t'-6” INTO 2 '�'� 5��� q /oma' �► l SEE DETA/L SLA 15, '� _�TERgL TUG ours 7#4roucN ',� SEE C TAIL A0 �24 O.C. VERT EAC ({ WAS • „ ,� WALL =o �� @ z�" o.C. vel�T. NOTED ON THE PLANS. ENTIRE WALL NEEDS TO BE CONSTRUCTED 2 c«. fix' PER DETAILS NOTED. _ --- - - - - _ P/pE OPTIONAL . . zwez 5/B" �x4"NOGE @ ¢8" o.C. — --T----- 5. CAP SHALL OVERHANG EVENLY THE ENTIRE LENGTH OF WALL AND F CONST. /n1sTA�G4 a0a/eL /A/To EPvxY. 1. SHALL MATCH THE CAP ON THE SCREEN WALL. I �o ---- JOINTa' a 1 I -- --- \ E --- - 4-# 4 GoNT. I *¢ CO/VT O.C.@� VO:E- S<iOT!'iQ�'E TO .BE .'iE',4•N$/T/ON�� ° I I FRhi!/O"TO 3' LEN6Tf1 0EY01V,0 5:'ATAMl 3r /__0 /y3// 1 I 0 1 -3' t!3E6 VOrP 97AT/6,t/ EitCO A FLOOD WALL HEIGHT EXTENSION rB_'), FLOOD WALL / OVERTURN BLOCK rC-"NN FLOOD WALL / STRUCTURAL MAT 2D 2 D HEIGHT EXTENSION2 D HEIGHT EXTENSION R/W R/W IR /W I i--CAP 1 No. 4 CONT. °p ADD ADDITIONAL BLOCKS TO TOP OF /""``"`' ""' NOT APPROVED EXISTING WALL, GROUTED 81 REINFORCED Q No. 4 at 4' O.C. VERT. at Irt r r, Z DRILL 3/4" DIA. x 8" HOLE IN FINISHED GRADE —EXIST. WALL 11 - 0 EXIST. GROUTED CELL 81 INSTALL 3-0 MIN. REINFORCING IN EPDXY AS SHOWN NOTE: REMOVE EXISTING CAP 611 4 - IOr 508 ti BEND OVER VERT. A.C. PAVING No. 4 at 32� O.C. F.G. o " SIDEWAL VERT. - \ , STEEL I -6 INTO ;� 2� SLAB No. 4 at 24" O.C. CURB 81 EACH WAY GUTTER PARKWAY i \ SLOPE 2'/o NOTE . RTURN ING BLOCK PER I L B GRADS a_ a 2 Y r o o, •'J//moi/-moi/ /c//%//a7/F//�//' ff o o �' . -o ::o .o o` 2 D IS N QUIRED I UR -- - .� p o. 2 PROTECTIO AIL F IS USED. — - - ii� /lt_a=ir:' _ i = o - EXIST. 8" CONC. BLOCK WALL I o �; io _ � SUP 8N P � - M o rs_ , I o 3' WA TENS IO 2D �� �� � a FILTE FAB C - EQUIRED IN ALL C O SOLID GROUTED ao - OPTIONAL DRILL 5/8 DIA. x 4 HOLE SCOUR PROTECTION No. 5 at 16 O.C. VERT. CONST. AT 48� O.C. AND INSTALL — M SEE DETAIL - JOINT p c No. 4 DOWEL INTO EPDXY 4' No. 4 at 32" O.C. HORIZ. No. 4 at 16O.C. EACH WAY at _ _-------- — _ '' g FACE OF EXISTING FOOTING —� I o c) z _ .4 2 - No. 4 CONT.cr � I Im _j � 8 4 -0 2' - 7" NOTE No. 4 CONT. 100 OUND ROCK MIN. DEPTN SHOWN ON PLAN MA r r rr r ,r r rr PSE 57EPPED CK STRA IGH T 91_ 6" PROJECTED DEPTH OF GRAbEo. R L.A.C.F.C.D. STD. CASE 8 4 - 0 —' POSSIBLE EROSION of CITY 13�- 6 DESCRIPTION OF REVISION DATE APPROVED. D FLOOD WALL HEIGHT EXTENSION E SCOUR PROTECTION DETAIL SCOUR PROTECTION / OPTION F CITY OF RANCHO CUCAMONGA 2D NO SCALE NO SALE FLOOD PROTECTION WALL FOR NOTE . TRACT 13565 EPDXY PER STD. 214-6 GREEN ,�� ` � , . BOOK OR EQUIVALENT. - ` , A APPROVED BY' - DATE:Lp-- CITY ENGINEER - R.C.E. NO. 24953 DESIGN �/.,1,,, r„ rm � /; RECOMMENDED GLC IA 04S �. bii./ (-r -- po')� DRAWN . SHFFT MT (triihr�rnr'r•,s Lun,iSunrynr. / �D Qf 28 CHECKED DRAWING NO , -- R.0 E NO %''��'� CO RJA DATE r FILE NO _ 1352 ' - V.-- 54.q ' R. Z0. ' V.C. �. = P./.=/55(..55 8" T0lo''CF TRANS P1.= 15,53.01 L-•D. PER CITY OF R.-C. L=42.41' , n Q4 P I.=1'53 . Ory F.L. `JT O. NQ ?SI$ CAGE -_ 4 " .- . � - ; , . - n n EXCEPT R/W . _ N . _ SLOPING e W t� ARlAROX.3 4 rti N i : Q-, A X I I ON SLOP . � -- -- - - -- - - -- _._._ _ - - __ n -- - -. - - - _-----:----- -- ._._-� _ _ . _ � .- .- Q � . - _ -_- _�_- ------ - _ - - � O i,- S4� `:�� PORT ON OF RAMP - . . . . . . . . . ` V. v �, : : a 4t 7 . h �s 4 -_ _ _. _ ____. -- __-- . - - - - - . . �➢ 1q - 'e - f tn 1"4 -- -- ----- - - � __ _ _ _.___ « - -- - . _ . . . . « �� . - _ - - - . - - ------ - - - --- -- -. ----- - _ _ - - _ _ __ _ l�? tot Z elf oD fi $ .� Q h 4- ` : . lt i �� - _ - ^/� 8 co I v .� . - . `(1 to ,- ' _ to d3 : m d :`T�... "7 . N . 1/q L� EXPANSION JOINT . NLI J . - - - �- ._... - - - - . _. �...__ - - - - - - -- - - S _ - L - - �t .r GROOVING / ., a.: fes- W : (�j ' . N - o Q d - �R: (` a : 7 / - - - _- - ---- _ _ _ - -- _ ,jj w _ In _ - - . A a . 4 . . . } . : fig : , -t . � - 2 - - � - g: 11 p . _ _ ___ -- g �_, - - --- -- ' _ . . r' , �., W . . . _ - -- - - _ . - -- -- �� N X ST �I�OIJN� i`V��. W ......_ _ - -- _ _ « _ _ - _ . - - �. -- _ _._�_ G cn '�' . . . : : S o �°" . Q 1 ;` N E I . . . . . . /w . i2 : L . 1�- I . 41 t t 1� . Vr i WEAKENED . v �" A I LIP DET L _ _ _-_ -- PLANE T _. -._ _ _ - - -- _. - -- - - -- - _....__.-._ ----� - _ . . r •1. AO � r C' JOIN � :Lfi . « : 0 rt- I'" o• 4 v M I . . 'M -_..__ +..__ .._-----.'-'---..-----�- • - IWO ----".r---+-- • Y , t. t,� N d,b6) Tilt . c3► �' e 2i% 1/2 LIP �,. �: � F#NQS ECUS ,� �. � � � � � � .� I . : ON F.L, . : 2. ON P_L. rr m a fn: . . A b is _ ' . t _ P 1 ' '53.OG r : , - 100 VG P.• _,7 mq4-3a . - 5 L . -----,--, - -- . - . ct� I� ---. ,---- - . . I i . v► r-;t . ' v STAr2f54 _ _ _.._ .. . R��--- . A . -1. 1 .. -- -- ------- - _ \ - _ __ y .. �. __.____..._�_ - f31 Ti4* 3 j Qj _ . 00 a Mt ,.,t X . _ -- . . -- ------ - ---- --- w. -- --....._ -- . - _ B8 N _ v� � i44 /Y 9!K rt - «r N _. .... _... . - - - - -- - , N - - - -- - - --- -- - - _ _ � 8 ,. . 9 cpm n o: N ." A a . . . 8 _ _ - o N- � _ _ - - - - dR . - -- - ---_ .,- ---- _- _ ----�- �------- _ _ - - -_- . _ �� . . . o -I. . . 0 cd tD: O . . . . ---- - - _ _..__ - . . . - -- - - - - - - -- - _ _ - _. - [II - - - -- _ - . . _ : : . : �1 CURB FACE X ON . t . ,n11 : . �- _ - _ L 10 • • • . • . , V . . _ • ` Y V V r � ♦ a . 4 � .I coV 1. �_4oc. �� " III SIDEWALK RAMP NOTES . _ .� t.=1546.25 au o 'O to H � . .+ } % } N 5 �, P 3G. 2: -- Ly __ _ �, - - 4 1R . . . . 50 wl�111I ,, . . . . . . . . . . - - - - - -- - . - CO .--------------- -- �__� - -__ �- ._._- ._...__----�.__. _ ci s+ . - . -_ --._--- - 4i 0 f,7-- `-T ' \ -d* a� �qr P1 t*�9r • 7 o, � to: � � 14 ,13 To W C,R TuAu 0' J 0 'I ., J } .Z � O FIX CUMEff 92 - t+ 1n �F?. /C I - . _ _- - � _ --- - --- = '� P.x. = +s3 s i o .. _-- - - °/4 - a ao y b :c.� �� �s�� ,. t w _ _ v . - ., ,O 7 a.� r 0 O 0� -i', + : 2 . THE RAMP SHALL HAVE A 12 WIDE BORDER WITH GROO ES : _ . - �. -- - -� _-.- - - - - ---- - ------- - - - - p Ir . t,; `� - - APPROXIMATELY 3 4 O.C. SEE GROOVING DETAIL � oo - Imp +. t $� i . 9 _ - -- m ,�, 0 1 - ----- - - -- - ---- --- - L . . • I` M - o : 1 Y"T�1N - + - - 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, IT SHALL : a - - - BE R OVED IN A HERRINGBONE PATTERN WITH 4" GROOVES - - ---- _ �! . - of X c� _ _ G 0 Qi� �, �� . : d� _ _ . i o $GSX 1 tb� �ti0 g.9 c' :di dJ - + : : : 2' o L _ .....- ._ - A R IMATELY 1 O.C . SEE GROOVING DETAIL. GROOVES . --_ • _ _... X _ -- - PP OX _ - - -..__�.. _ r - TMV 4 +y . g �w� L/�E E • d1 r' y *- n Q SHOULD BE ALIGNED PARALLEL TO CROSSWALK STRIP S TO DIRECT . _ . . 4i . !d1 ,I � '" _ l.I7xTA� , : O p �� K. WHEN RAMP : . `0 •• - I r - BLIND PEDESTRIANS INTO APPROPRIATE CROSSWAL -� - : : Ih . : : . : . - _ - -- -. - - - -- - ---- - - ALL _ ��_�-__- tk .. _ __ f_L X G'C/TTER : + m __- _ -_�_ _ _.._. _ _. _ __ __ _ I' I"4S 8 I`' st� - --- - - - IS NOT LOCATED IN CENTER OF CURB RETURN, THE SURFACE SH ' . • . _ . V N ii) . : SURFACE TEXTURE ROUGHER THAN . -._. -.- - -- ----- - --- �. . . - THE SURROUNDING SIDEWALK. �9 _ � � HAVE A TRANSVERSE BROOMED . �---- . a1 iia��('►' : : W G � d o " . . o v D r0 - _ : : : : � to . 4 . ARE NO ON F.L. : : Qv til - ------ Q 1 � �- ti" RAMPS SHALL BE BUILT AND FINISHED SO THAT THERE -- - - --.-�--. �__ -- - N LE OF SLOPE . er_ ABRUPT CHANGES IN ELEVATION OR A G � 42.4} C•R. d. "lo Ahk a, d1 . - -- --- -- -- - . . . . . t1 �4 _ - - _ - - * '�IGI. I 1 PI• 54L9 . - --- - _. -- - _ -- - _ _ _. - - -- --- -- - - . . . . _. pN L.: _ - _ -- - - - -- - 3 1 '' AT ALL CORNERS WHERE CURBS AND/ : : : - -- -- __-.._-.._ . _... __... - - - --- - _ -- --'-'-'-"L" _ _ : . a CONSTRUCTED AN SHALL P. � 1°s �.2 SIDEWALK RAMPS ARE REQUIRED ` . g : : . I ___ - _ - - D WALK ARE TO BE CO NSTRUCTED OR RE PER•C,1TY OF R,C �.- -_:_-_ --__ -- - -_. _ ..._ _ ____ _ _�__ __ _ _ _ __ -� - BE AS SHOWN ON THE IMPROVEMENT PLANS . __ - --- _.___._ _____ __ _ - - - -- ---------- -�. �------­----L---.. _ - .- _ .. _ . 0 . . r �_.___�_ -�____�__ -_ -- ---...__. . _ . STCb N� 51!3 GAS "P.y" . _ - 1 -__� �_..__._�._.___ _ _-_.__ _ �..._.��___- _ _ _ __- 7`•• �-_.__ _�___.-_ __. .--__-�- __-.___-� _-.__._.__._-_� ------�--- _ - -. s NS OF RAM IRE __ __ . . PROF I,LE MODIFICATIONS TO LOCATION OR DIMENSIO P SHALL REQU !j ___ . -- ___ _ --___ __ -- - _-_ _ __ _ _ -- ____ _ « _ - __-- -- �.__. NT EN INEER AND BE SHOWN ON APPROVED PLANS. -- - �__... . - ---- - - -- _. - - APPROVAL OF COU Y G N . . � . • . : . ERT. I"= 4 . : . . • . . • • : • . . . . . . 'ah S 0 t 00 I 00 2+00 3 + 00 4 + 00 • PLAN 5 + 00 6 t 00 7 t 00 8 + 00 9 + 00 7• THICKNESS OF CONCRETE: 4 IN. MINIMUM. I 40� 8 . X INDICATES POSITION OF SURVEY REFERENCE POINT (#10 ROUND V) N. HEAD BRASS SCREW, MINIMUM LENGTH 1;" ) SET FLUSH WITH TOP OF CURB DURING CONSTRUCTION. t PHASE LI NE ' 9 . USE WHEN ONE OR BOTH INTERSECTING STREETS ARE A SECONDARY I , 25 I HIGHWAY OR WIDER. i A 1 55 F' H , � 1 � a ItE:9C,�Mwo � _SIDEWALK RAMP DETAI L ,� j}, S� wcrER 4//VE -r A �� NTS w sy RE SNEE o . , F ' . o NSD SE'E H �' 1< . I I . , /e I L. - ,� of o 0 40 80 Ito Iso �q Z cr c - .} � I / h � \t-1 C cc 'O 9� /D y \\� ., m z CONSTRUCTION NOTES . 00 ,^ 1NGS � e��ov oQ. 3 0 0 �� �3 ? /r �'. N NtS �,.�`N� , ,t .z� :� 01 - CONSTRUCT AC OVER AB Pr,R-C4*I �a.¢PDi�uo c,�-Y. STD Id--f o.Ze�-rxo / < �' +� 'V !` AGN 6 \b .� EGp, / , 0 t' (Qy CONSTRUCT 0 CURS I GUTTER PER SAN 6ERNARD)NO ` '� h ylcJj 1'�' COUNTY STD. PLAN NO. 11 Fo• �?. O h' A 'Sc 6c5'� ` x r 1 /\ r �� �'S 25 1� (t � ,"� �,%cF U3 4 - CONSTRUCT SIDEWALK PEK SAN 5ERNAkuINO CDuNTY 'yM- 4Le . / / / � . -- 7 0/? 1� f r1 J . i S I - `' 1 T► STD. PLAN lOq /q Qb'. / 1 - - \ b0 . a Oa �\ 3 hh �` Z �-- CONSTRUCT LOCAL DEPRE5610N PER CITY OF RANCHO ra 1� a ,vc•P- d v �, �::1 0.k Fi 0x6°` 'c", �V�) � CUCAMONGA, 5TD. PLAN NO. 516, CASE "F3" l 8 %�',`'� `� 11.. �' 2 - '' 6 CONSTRUCT SI WALx MPP R DETAIL ON SH EET NO.'a. ?� P% /g ^ 2 - '5 9+s5 00 ' ,, -0 O ��� 011 41r �" G FL "' 3 - CONSTRUCT CROSS- G TT'ER e SPANDREL PER SAN k M •a S I N T. EC Q -o N 3G 1 G V W. 13E.RNARDINO COUNTY STD. PLAN NO. 119. / / ,ir ti 4>° , T 2+23.22-=,V 0,p --,�.�.�E.ter v *�.so �_ L_ 4 r 8 ��1417- v o v F LY d I /1,-, � �� U'`O�c����l,3` U� /1 I q t-58.foto .PZ"%4-�� BCiP � � P 1�1•� � 2 1 \ Q 2 6 C �,QOUyw \ or w,v,� 8„vY s �"a;ABcg gO �� I 30 � LGr.4r10N ONLY / 4• . ..c� i --- 1 ; . 4 NP. ri5p 5 N ���" - % o �`� .e ' �2 �-- CoN9rQ�/G'> DARQ/G.40E �6R 54N �.�PNq,?D/,1(D � � 9 �F G"CF51 � Typ. � ,�. 5\ F � ac � \q{65 ��5 \ �,.� ,0 e oc1n/T r s wo. PUAI X05. / - , . rp qry / �c �` �'C` a ?• \ ° i�c v 1,4 0� 2� 17 �/VTYVA� .5.4/V rl/.4.P,�/M� STO. N° P,29 z°- J v� /at, °, a Gam•.S,q h _ - -- 2 - 45 -- G„I;l 3 `/ ,o{moo Oo \' t>r.,% s"� PHas 32 / ' ' °ds � -� _ K 5 3 O _ �.e S 15A- °�'FL\ c6 - �� WW Y- / m TRACT QC 9 I h 153!0.51 F L `�G"� - N R/- ,ElJ CE�TA ¢ I 0 N 'e h v,j �� `•c F`' -SD- �_ 2 - -�' G , r � ,r x4.30 ES \ . 2 c; �\ ` i, 6, 1 - - .10 .0 WVi I. cE 0 EC Zt 0 Nm , 10 9 k �q.� , . ,�OF 20 4 di 1 ry % C ,s 4 E SHEET H �. `' • „ :� �� �, ,�0 I ` . �; , � Igt,3.0 SE T 13565P rs3 i.� 0 ,, q+IR4(o II 0�>. I\L" ,G Ut. ND. �S a9 - Ci `1 EC 60, O . ti 12" a - T " 0 'a' I v. CURVE AT QRC t V t I^►T. r06FG/ �'4C'� ,n C E D A + 14 80�/ RECOMMENDED FOR APPROVAL p o R L T ��� SEE SHEET I I pFY � 10100.00 �.,c/G9.eo,�/c.✓ L.vc%' TRACT 13565 PHA Ir f 0 q0°00'00­ 35.00' 54.48• 3'.5.00 WIL AN ASSOCIATES I ® 7'44 02"" 400.00' 53.99• 27,04' NOTE: SEE SHEET 2S FORmZ�� R.C.E J J91Z�E� RIDGELINE PLACE 08 49 DATE G 28 09'26" 400.0° /9G.571100.31' 41 STORM DRAIN PLAAI b PROFILE 1 0 35'53 28 382.00' 239.29' /23.72• Q�QFESSIONgI EXP. 3�3��9� © c�E Sr FIELD BOOK REF. W. O. NO. ff` 22°09'40" 4/800 llo/.fo8 81.8!0' jc• �S q COUNTY OF SAN BE4NARDINO �� �Q, 99 �c U750Sterling Avenue, Suite ROAD DEPA STREET IMPROVEMENT PLANS 1 F 90.00'00" 27.00' 42.4/' 27.00' ,� v 41138 01E Riverside, California 92503 RTM E N T - (714)354-0161 PHASE I THRU 4 ROAD NO. © 9O°O9'I, 27.00' 42.48' 27.07' v. f A;. DESIGNED Br DRAWN BY CHECKED BY �,,, APPROVED BY TRACT 13565 O p2'0!o'04'� y/800' /5.33 7.107' ac �, ��q , EXP 2J�-=� * �y. hi r a ) 80°57'/4° 27.00' 38.15' 23.04' - _ FILE NO J f., �IV1� � of SUBMITTED By�Yrr�Q. C. ASST. COUNTY ENGR.-ROADS DATE ' /�_ O 87.5/'43'' 27.00' 4/.��' 26.01 •I- "I Fo RECOMMENDED/APPROVED BY RI D G E L�NE PLACE .-• F p!\ Civil Engineers • Land Surveyors c ,Z� g? SHEET of K 03.44'0&" 700.00' 46•!x3' 22.92' _- _ - STA. 0+00.00 TO STA. 8{ 24.29 3 28 MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER-ENGR. DATE I COUNTY ENGINEER DATE • 5h f- 3 0 p 5 s• I I v TT . J 7 P °157d.5I e�4 4 ` N I +- o e/4 - 2 P/. IS�oO`JIQ �n g J r� P./._/57/. 9 _ L,41.24 O ,� o �� o Lo 38.sw u C•R41oa'`°r aNn-: 9'cq }T-�o � gc p; a� OVER q_ STREET mC IZIzN_p r ad-td �� o - ►:„ : OL �. 3 �4 � WYTOP OCURe '° .e� 19 4�i 0v� ,� co te4a EXIST GROUND= ►n 4- . ,TA +33 o '7 LD.- to T FR .a N . : F . G m 0 r- 19 p (D TAN- 03./20 / .+ ; - - 0 h n MNPN �.25N. hh 4a�� ► + Ol)U)O O LI .9 , p 1565- Ld- k c14 > - - 0>n O _ � 7 co a 1570-R O.G2•N -oo oFL.X-CUTTER 'D 6 -3 W, 58-50) /1557.8'J FL _ . ' ; - Uj 9-39.95 C.B. W-zl . OQ- �' - - - - - : 8+24.45 BE Ca L.D. __ 1558.18 TG/ 1557.35 Fl:. �/�/ = 0710 ST + W hT FINISHED RFAC + J .. 0 vc 0 k3 Pt 1560 La l50 A 1 r 10.00 F1 LJ 1557.99 7�./1557.49 FLU) LP. PER C QTY O F R e. - m to0 STD NO. 51$ CASE .B.` g Q/G $ N q v + 8'29:�5: END L(� an 1558.05T.C./t557.22 FL. FoRT10iJ 15aVC bIG a plG _ 0 3 � g ,f, - - ` 1558.00 Q/G Q�G gr,,Na- $ � ° + � � � +� � � gQ + � : : - o W = ' W STA 7+ 90.OD 00 _ 8 + 8 p � o , J -M � $ � _ i/� rti N o 0 o + U + a 0 J N N Q3 0 4 O 4 b =. d1 4 1560- - - -- g in o _ y 1565- 1570- M o o^ _.._ _ _ __.__ __ __ . 158 } __ _ _ . _ ___ . _ - - - - + a- ►n aD W 6 '" +Oa.G2'1' tomo `� - 0.3 OD \11 v 0.G3°la 6- . . o O dJ AN d� Z h " '`� U pDti Q� 7..34% v $ rm r�A Nei �'I �cl D �. J Oar + r + � 3 J ELY TOP 4F CURB _ �,� • N m N� V) �� 0 S N SLU V m + 0 s U± TANtO.hS% 0co 61..X- $ N ` a. n• r 3!Z e� TAW Ct3./Z'�: O t- N p /4 o ,IN I,, 6� � 0� i- 2.50 �. - /4 o V N C1! I .9 2 S r v� O ►� 4 111..__ _ _ _ �_, _ ._ _ _ _ - osa � � a _ _ _ . . _ _ _ _ _ _ _ - - ,� 1570-- IQ c4 pD � 07/ Q o M v ,n r - _ 0��. � 39. GK V - I(o70.fo3 M r- 4 Ali V M � a h ry v L . LL li h � NK. tik��0ry r : . _ . at N ` p �'? 4�� � �V'� co to oO �� v h 0 M v 1 ti L. PLR R.C. : o :. : : m �I o �-i �. Di CrrY OF `n ro to STLA. NO. Sf8 CASE B : : 0 h ti to ti v b . 4Co.76 C R. _ _ O dim t°�wvc� � - °/4 w '�v 4 N 4 `%4 9349G.,P PROFILE - _ h '� Pi.=/5�0.0� HORIZ. I"z40 - . +n 00 nm 0 Li - ._ _ VERT. _ . __.__ _ _____ _.._...____ _..___ .___._.w..__._____._� 8 +00 9+00 10+00 11+00 12+00 PLAN 13+00 14+00 15+00 16+04 17+ 00 I = 40' � � L:7 , T f� r1 J r CL ft Z �' 1 r� r , LE LANE Q a. 0 40 80 120 Iso ANNAN�A 4 WE SEE SHEET 10 ~ SAN DIMAS L 9 n�_ I� 255 25' W SEE SHEET ,8' ,s m L 2� zs' 2 5 PHASINGINT I: ti I:,'II o N U� �e, J 9 v' I M �e o �� r4 N 8C�_491.73 `s o I ,I� G,5 �i�Il I coo• c� . fa+90.01 v ak 19 0 CONSTRUCTION NOTES : II. �I �� I' Ak e Al q8 'rIP 6.5�NP E� �1 ~ II= 14+78'S8 ONSTRIrtCT COV 12 A AN 24 I : �I � ' ��} a ob : 6 20 1 c A E � PER g 0 R @_ BE R.NARDINO COUNTY 1bT*0- PLAN NO. 104. 9fs� 19 1� ,_r- - I N 2Q--- CONSTRUCT O" CuRl3 4 GUTTER PER SAN a 10+Gp 6c� - •- . =12 H I BERNARDINO COUNTY STD PLAN NO. JIG. W-15�r9.00FL 1- 3Q-- CONSTRUCT CROSS- GLITTER ANO SPANDREL PER IS v 1571.g2 cL-�� ` SAN 6E�ZNARDINO COUNTY S`TD• PLAN NO. 117 15 q4 FL 5 t2 I " 5 - - - �� �' �"°�,s 8"yy 4�---- OON5TRUCT SIDEWALK PER SAN BERNARDINO G" _ _1a 6'C' �° �'� -� [T couNTY STD. PLAN NO. 1(1R �� ` �� 01.34 F�- '�� ��� �� F4 6-5TyP• SD E �y � � f� - ' •-8" 16 CONSTRUCT LOCAL DEPRESSION PER CITY OF Sp 2 CO (� RANCHO CuCAMONCaA STD. No. 518, CASE B e'� o . � - O P •- _ � 4 /� � SH ET CONSTRUCTpIiJ3 ALK RAMP PER pET/,IL ON CD LL/ Z6L-,4T�oN CwLY tk �l.� n cF r g c oo:� ��► A a•--C'ON5 neiler .64RR Ie4 OE PE,Z s,4 A/ BERN4,ea tlo � ¢� �� 4 J 9 dod,VrY 6W PLA,/ No. 3105 W 11� h 25, zs' a m s'c�-q�� LLJ 2 h `� �8 i8 Q a ,J j �p Qi V N ~ k � N oV \ o � ca►J�'r hb �� Q +� o` Q � � ti � � EE SNE 15 OFSE II �� 8 0� TRACT 13565 PHA �a � N w � � SEE SHEET 16 OF 20 �s x 'TRACT 13565 PHASE � CURVE DATA O p R L T 7`04'32" /9/8.00' 237.97' 11q.14' ® 8'2453 /900.00' 279.04 /39. 77' CURVE DATARIDGELINE RECOMMENDED FOR ARDROVAL' 89'49'36" 27.00' 42.33' 2 .92' O � R L T P� DO 87.3//7•' 2700' 4/ 24' 258/0' \�/ 89°OB' A3" 2700' 39.x•5 ?_4.37 WILLDAN ASSOCIATES 7 W *6rZ- /882.00' Z47. 92' /?9./4 © 99"/:f'-!3'' ?700' 46.T8' 3/.76 ' 912 78 /9/8.00" 242.78' /22.33" Q 654'23'' /.982.00' W6.86' //-V 57" NOTE SEE SHEET 2(i FOR STORM R .C . E . 894.9 DATE GO /0'08'34" /900.00' 336.35 /46./i2" ® D°36'/3" 5do.00' 5.27' 2.63' '� DRAIN PLAN 4 PR0F11.E. AXP gs•34's9" 2700' 4s.o4' 2977' ® 0 ' /-3'" si8.oa' SQs ' 273' Q�pFESSIpN FIELD BOOK REQ. W. o. NO. '4l 11750.5terlfn Avenue, Suite I COUNTY OF SAN BERNARDINO ZO 91.4/ 44- 27.00' 38.52 " 29.37' QUO \S��E L STgg9 Fy .rS, CCE Riverside, California 9250; - ROAD DEPARTMENT STREET IMPROVEMENT PLANS ROAD NO. 7•IB''39y V� (714)11� .354-0161 - DESIGNED BY DRAWN BY CHECKED BY APPi2C��ED BY © /9/g.oo' 244.73" /22.53 � 4118 " I* „ .� �� PHASE I THRU 4 0 5, 9'oo" /9010.oo' 28/32 /40.91 Q �' �lv'� r 1 - - -- TRACT 13565 /B8?. Oo' ?2!.916' //2. 33' O EXP.i�... -/ t'r ` 2T SUBMITTED BY .- ASST. NTY N .p FIIE NO RIDGELINE- PLACE 3� 1 (� I 9Z•/7'09" 1 27. �' 43.49' 28,/p' * - ---- COU E GR. ROADS C.4. / O sI, CIV1` @ RECOMMENDED/ArPROvEC� BY Ctrd Engineers • Lund Sur ,- ors SHEET of © �i0.29'!0" 27oa' 42 64' ��2s' 7tf FC C�``�oa _ - _- 9-z�•Bp_ _ STA. 8+ 24. 29 TO STA. 17 +00.00 4 MARK REVISIONS APPR DATE ASST- ,AD OMMISSIONER NGR DAT' Cr)UNTY ENGINEER DATE 28 --------IT - - ,-.. » 3A-5-1 _ = P 169-9-72 C- tL F.L.X GUTTER 1 __ _ _ _ _ a. t! _ _ _ - -- _ T _._ _ _ - _ - - - _ -------.- - - -- __ _ $ r _ _ - - T _ . 15 . . - - - . . . . : : . . . . . . . . . . : . . - � � a EXIST [�D �N �'.�� � q4 '�• N -T-- T� . GRROU 3 0°�° 9' . O � E : - . . . . - . . : : . _ ; . . . . v a I m c �s= 1�90._�� : . . OVER C� STREET `� 4 `� o� �' S . : k 'v�, °D o` O M 41.85 + a o ' a s o N + S o•h 1�•t' • . Y P QF CURB _ :---�" -. - . . . - � . - . • .. . . . _ _ _ 4 1 _ . 44 % 4x r- "AA _: . _ . . . - + Oyu `� 1 ._ 4qz, : : J Q I` d ^� n • .} : : : : : - O 01A N a °/4 9 h . O : Z p _" �cm7�ro ( 38.Z9'GR. 0 _ ,t- � . . . , - /9 to .�, - - Q F.L.X G(/TT�'R - " - - - - . . . : _ . . . . . - . . - ,� 0 .- � k 3:2� �7 � p c c� � � Z P�-r598 b . . s ooh u + ,t : . w� Z %00 - "ll . . YAN' ' � G�°�• . . i . : . . - : . : . . - - - . : . : : . . . . Pt 1,55i.coo FL-X-curry v- h m ,0 L: . 158 , �i n J O Ii . . . 15>so 9Gkof - - � >n N L-44.71 C.R. O ��� . _ �' -9 S . . . . tom-. . GR of e✓4a > i .- jr 'o� 0� � apJ r�tN` *3. Y1°� oma., "� cvin �f 1 2' 4 _ - - _ ___ _ _ � _ _._ __ ___ ______ + © J. J cn 1585 s� �� M �- � .ro _i 9p�m W �fi V, Fes, c 1595 + � . o° % - - - - - - - - - - - - __. _ __ : ; �% '� N `•i r -V to'J � 2 0 p r4t�s '-1.13 - pot - N to,y,' - - - c� '� IN : : . %, _ 0 _ - _ _ . _ : - - -1. 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Q- . . w m g a 0 . ° _ _ _ . cn o �� kg.0 i . ... �° - _. _ _ _ N O _._.._.. __..__..-_ .. _ _ ........ _ -. ._.- _ c-..- .. ._ -. e _ 1 .V_ - _- --_ -.- -... .. • .. . t� o 0 8 0 $ 1590- 1595 � � __ _ ._--. _ __ __ _ _ _ __ _ _ _ _ _ _ _ _ _ _ . - � $ } , N t , { - o a to + � v . o � � e _ . . - N h _ . . . $ ELY TOP OF CURB o; _ }� - q. r +� 3 0 _ _ . . . - - . - _ _ _ a� _ _ . _ _ - - - . ,_ , . 0 h a �. 1 ti 06 .o ° . _ 04 . �, W . ,�, _ . . . . - . 0) _ . - - . - - - . --- - _ . . W o: L� 51.93` 1 1 v � �p�, Q � -1. N � 3�l N . . ` � t ♦ q . Z ,, oZ 158z.I3 � p In � h - : : . : : - ' : J I-- 36.32' v��4 ' ° h : •/ � o Q : : PI' X 561.o A ti ,Iil M) - y 0i ��, a 00 . -+- o- : : _. - , - . - - - . . I - . _ tn -7 �4 '�'� �4� * m : _ oQ . . . . . . . _ . : . - . : i : : : - . . : - . . . . . . . . b Cv I _ . VN �` - } . : U N ltd . __________ c� �..._ _ _ _ _ _. . ...__ ___ _ __� ^....___ ___� ._____ _ ____ __.-..._ ___ _ _ _.__.. _... • y _... - .- - `_ _ _. _. 4585- °/ 11 9'9 16 4- - 45'90 - _ _ _ _ __ _____ _ _ _._ __________ _ _ _ _ __ _ _. _ _----- _ __ % . N N (tJ q _ p - - 8 �' 1� A� ISA � •. �. ) _ _ h 3 . - 3 d � . . . 3 I F_L.X-GUTIER. m cu `r1 : : . tk) 10 ; } i _ « . . . . . I'l : . . . : t I : . O __ _. _. __. . _.. _ _ __ .. _ - .._ _... .. _.._. .-. _ _ _ . 4 . PROF I,LE � . : : • . 11 : : : . _ . . . N _ : - : HORIZ I 40 ' . . VE 4 . RT. I t t i 11 ;t � . . . � � . I . I . I I � I : , � � � . . . 7 � I L . : . I � � . � � o I \ I7too 18 +00 19too 20t00 21too PLAN 22too- -- - _ 23too _ ___ _ _ 24+00 I" = 40' 11 z R � 1 r I I �\\ r' -•) i' a a 8 .P H T1 ..> r ID Z=Lr�-- �� 1, o ao CIO cr- 4 �`° GLENDOR F i-mJ11IIIIIIIIIIIIIIIIII I - rI~;..1 z m , A DRIV a lLl � �� - SEE SHEET 12 _ w a � . --``CC Cil,p - 1 r, 6V f�p►``V- v t N 1. 2 /81t 60g � PHASE. �I N E � T� r� :> r �r ��` �► x �� q, G � C 1 9f I•.� +� � ` � o 11!� V�O� V� 5 "B.2 ° - - -:. 27 N a NZ o C,L Nile ►R CJ�� - 3 B�+e , �� b, I� I1- . q � AGR 4 ti 1i,W w 60' 34 Os•48 . �� . _ tot . �'� 3 CoCv 20+ 89.9 26 U�q� C �* hi 0 Q `` N '� B ' �( 18'� r8 �'�� �4•• 4 I P, NP �,r� k �� ,QOP&j c,� O ti �, �b' % __ . ry ° v x �' H 9 Q�I F �% CONSTRUCTION* ' � .•� �.-•. C. 1588• B 6 N � � , Z , � Ih� .F F'=y G"�� \�,�'�,,I �� I 1�9o.c.$ L _ s� 4 �2�9� � .� s q ON• NOTES ,� \ 0 } 'b ��g'y,I 2 - -6 5_co �� 1S _8 Sr� /i/ O' \ G 158x.21 FI-� 1 F - 158"i•51 F►- __KTyp _ 1 IM W�6 6'_ N / ek 4 �/ 2 1� CONSTRUCT " AC OVER AB �tE7P S,q�t/ BE,P.VARD/NO CbU,t/JrY STp. R!AN tifo. V 4 IS-7.9 S¢ , b"GF 'A G G" C,F �`T 5D Ig - ?z rvP. 2 `• /\ " .. // / CAUNTY STDI PLAN 110 GUS ER PER SAN BERT\IARDINO �' - « e).0- 12'_ O �9 3a- oONSTftu cT cRo%- C,UTTER 6PA1J DREG. PER SAN B ERZ NAR DI NO 0 8z.�9 Pr. G„q �L F- q+52.2p COUNT`/ STD. PLAN NO. 119 0 N 5�`qFr- i 1 X100 11��A p. 0•sT`/P /, 6 �R / a- CONSTRUCT SIDEWALK PER SAN BERNARDINO COUNTY <E __�. /Bf28 6z 6�-'- qt�'0 SSE R1D��� t a o / � 323 �3- >9S3 5 CONSTRUCT LC�C`JaL DEPRESSION PER CITY OF RANCHO C . / 52 of 8 �sT CL I �g.3' G�� , o o L 4 5 UCAMONGA U Z , • /=A CO/ p -t A O� Qdi Fl, O STD. NO. 518 . CASE -B 5 F% / .. c v � - - 4, ua-! 4 ,-40• 2 g O k GO r +1 8/ + , ® t G�e� F 4COI�[STRuCT SIDEWALK RAMP PER QET.4/L OA/ Sr4�EET 9 . 15,9- , �.&.2s ' 33 ti - ru 0 �rNr r' 8' „ _ 6 y U ) �\ X_ 14 3 2 . u Z3 t �SECT- �y �B /-&V,QT/O1V ONZ Y 1Q P 20 /� r , `� `��V . 3 3 0 00 "'� �'�.4Y 2 a-- CONSTRUCT &ARRICADE PER SAN BERNARDWO COUNTY 6T0 PLAN No. 30=, .3 �/� _:. I t� O r �- .50 / 4 / hryh/ r c,,°� � ►3 �G�.4T/OrV CWL Y 11 �� �/100. I -- j � ti� �/ *- . ® �- COt. STIZUCT RE51DE11TlA.L DRI�/EWAY PER CITY OF RAh1CNC) �� -, � j� - � 3� $ �\9 G"��,C� �• CUCAMOPLGA STi]. DWG. NO. 101- A. B�R 41 ;!p RIDGELINEW3 ///,?/// ' , Q� x 0%��PG� I - ( �� r00 9 �� IV 36 �2' '. ° CURVE DATA - P, 15" Q�Q` NOTE Q p R L T -- --� / �i. CO s'EF Sf1T 27 FGR ° " O 17. 3i'01" 688.0o 2IO. 36' 106.01' - , I \ OA 94 52 21 27.00 29.40 � Si�RM D�Pq/A/ REOOMMENDED FOR APPROVAL 44.71 M 24° 3r}' 3i" 670.00' 2877.38' 145.93' •%..•,� � �P /�t9P k5l A - ,Ex1/ ,V " , O v� 3 WILLDAN ASSOCIATES ® of 29 08 1900•o0 4�i 2G 24,G3 \ g 11 C 82' 27' 31" 27.00' 38.86 2 3.GCv' N 81. 14! 39" 27•oo' 38.29 23.16' i � I %)> 640, .WZ 7 18-F ° 0 41 12 48 652.00 4•GB99 245.1Co � V. 4d�,xx� t �, 1 R. . E_ DATE t1 OD 05 19 281 1918 00 i78-24 89. 18 © q1° 30' 3G" 27.00 43.12' 27.72' I1 " 0 .xP a,,-r .., 4 \ __ / 49 © 2o' so' 1882 00 11.4.0 S.7' Q�pF ESS/p,`, EXP 3/31,9/ 1= oG' 30' 22" -` ® O7°33' 39" Co88.00 90.79 45.4r- O \E L• ST q! � __ _ 5�` �f FIELD BOOK REF. . 1900.00 215.75 107.99 Q� P�S� qv <; ` t,t, ` ter[fn Avenue Suite! COUNTY OF SAN BERNARDINO W. O. NO. ° " 11031, 077 Co X0.00 134•Cv9 67.51 c�, .� '9 `, �` - Rfversfde, r!li ornta )2503 AOOED DRNEWAY t CONST. NOTES ZI �� GO 07 5°I 3o 1882.00 155.90 78.03 �r"o '� L 41138 --- --- - - - - - ROAD DEPARTMENT STREET IMPROVEMENT PLANS 0 -- SO �T•{' 27A0" 36.32' .?,lam/ ' y � �* s (��4�.�54-o�G� . PHASE I THRU 4 ROAD NO. H 01. 3�1� 53" 088.00' 19. 19' 1o.00' y I W "" " " „'' APPROVED BY T MO //'$O' .2 G7' X193 ' 38 ya 3/ G/ DESIGNED BY DRAWN BY CHECKED BY o • Sa' 43" 27.00 39.5,' 24.30' - °` EiiP J - 7 �_ 4 _ __ TRACT 13565 1 O , 47 54 © 04°22 4� '300 28.12 774.07 27.00' 41.85' 26.44' Q. „ '" '� A ; ---- C. E � FILE NO ° V IO 07'-J •x''000 6!•8/o 31.01 sl CIV4% • - SUBMITTED BY _ RIDGELINs PLACE /35� ASST. COUNTY ENGR.•ROADS DATF RECOMMENDED'APPRO�' D BY SHEET of I i �K 05 O7' 10" Co70.00' Sq. >�7' 29.95' 477E OF CArI���� t;fi�fl Engineers • Land SurY�eyor - __ g• •1?8' -- ___ _ _ _ z� _ __ STA. I7+21 .00 TO STA. 24 +67.94 5 28 MARK REVISIONS APPR DATE ASST. ROAD C MMISSIONE ICOR. DATE COUN-.Y ENGINEER DATE IIIIIIIIIIIIIIIIIIIIII 30OV-6-0 p. e9•5. C ,,d 'I r ___ ... ..... .. .. .. _._. _.._. .. __.___ __ .. ...._.... _-. ....... .. .....- _...__ ___ _.... _ .. __. - ..._.. _. .. ___._ _.. _ .. _._ - .._. _. ._. __ ... _-.. -.,._. r r - -- - - - - - -- - -- - - - - T F , - - • _ _ L F CURB - 1z , N Y TOP . 0 U _ : ' . v . h N . _ 1 f �` i, a ' b b �: W LY TOP OF CURB,- v _ a� V _ _ _ .--- _ ._.__ ........ -- __ - Rj -- _ _ _. a r' -- -. -- -- -._ _ .� Ih f 545- o __ _ - S�ee' - - _ - � h � � -5 � S . h �. EXISTAROUND OVER t STREET _ , r ivy 26" FINISHED . SURFACE . Q �,- ti h .`. sis4�.�a Q O NI q: Z a-a� I- c� + h o� �, h i \ 'd .g. 70 I! h C� �+ + : : ��/ iysy-0.5 "10° �/._%539/!. ch y _ �p �'L_ �9 _.-J- c�'r Celi�o ''�OD'/. 1536.33r.c. ENn T . b ti p _._ fl r r #b £/V�1 /536. �rrJ_ \ ry _._ _ w - _ - -- a �. n O1` FINISHED sSURFACE ;� oh � . '1`545 i ♦ l(� \ Q. �5 5.47 F.L. L % �I+"/' b L `0 , I . 4 i P NZ t EXIST/N�i100 TA �/ ° - _ G G ,e h y . _ 7AI . O - �• _ S'LY TO OF . URB 14 °/f W °� b ./, L F! C y� �; g _ . � S EET � h 1 'y4 °/4 !` i r e • . t a0 N: n m h h o. toP.I._/ 4/.• . m D• + h t , m � -- - 1545- v �e _ - - h �' b, h e _ _ __: - _.� __ __ _ _._ _........ . o \ m g \ o.tea,; - __ _ _ - - - _1 545- :� ►z a - �t• b h bry. , In 4 \ �3d o o LY TOP 0 CURB \ q to `' �h� � h �� •. : t . 1 t _ . .�,91y t _ F _ t. /O . q y2 m�2 , V © O h .l.�5•� ,� o �. , >R a o �9 �, _ NZ 0 NI a PROFILE , 1 0 HORIZ I 401 VER 1" 4 : : l T. s � L QST Z _ _ -- - _ ___ _ _ _ . .. .._ - U) 4+00 5 + 00 6 +00 7+00 8+00 PLAN 9 + 00 I0+00 2 +00 1+00 0 + 00 111 = 401 0 I 160 W 2 z a S O 4 II d ` � f� r HASTINGS RANCH 10 h° RIDGELINE PLACE LANE pry. SEE SHEET 3 s°' 11 -1 Q I �,,� CONSTRUCTION NOTES: ? 7 m 69� �I i 7 G' •o 1`28. 6 17 &in 4 0 - �. ^` taa 6/�1�,, I r 2 g 1�--CON57RUCT AC OVER AB PER SAN BERNARDINO CNTY.STD I c) QQ- r 01`44.34 P oo 15 2 CoNS-fRUC7 CURB Q Qu-r-rER PER 514N o 12 'Ys,� c`wti u� I it BERNARDIN * T. b �? 13 14 �`'' a �q 5+5a -+ -� `�- - CouNTY s'r>� PLAN Na t1`G �. d) �-v '� �R a- + . ".k 2 L' ION /GSA/. if j mac- c� ° Q CONSTRUCT CR066 GLITTER AND SPANDREL 'PER SAN i535,46F�' S 4 K a� 4 / c0 -rlor� fCf/ BERNARDINO COUNTY STD. PLAN NO 119. i5 F II o0 OU 8 t'S E° S 10" �•G " 1538.88 /5q?.43 I II-10+ A I II,1•tE t1�rl 4�----CONOTRUCT SIDEWALK PER SAN BERII"I1�►Q -8 W cF 9 s. I 1000 R1A COUNTY STD. PLAN NO. (53`x.92 8. N �o.0o07 w lis /S7 _ 16 I 1 J . 5 153887 /d' II L' . . 1`544 '1-`FL H v 'F` CONSTRUCT LOCAL DEPRESSION P Cd�� Mme' 2 4 �S4?.�f3F.L. I GA 1 PER e17x aoc-,e NC�VD ??O 1 C D 2 1``� G' _ +g"g I N 53 48 19 E - '.4MDA/GA STO. .G6. S/8, •, 137.30 `"GF L 1}-10.00 18 5 5T1R G CF p( Cv 7,• II L 9 y° ' COQ CONSTRUCT SIDEWALK RAMQ PE OF-TAIL ON SHEET NO.-I. 153 -10F.�• 5 • "E �p ?.�7 Fes. +- -8"5 _ . � N 48 12 45 J 154 ;,�.F cr1 FL 1`544.01 �- G c'` , 5�4 '25F 0-- LGA 471_tw lYS/GY 2 Gil 18 G"t� 3 LGA' T/AN c 15� II - - I '- �4 GI�YLY a• cT' 7+72. 0 v R o I _ + 7, f� ,^. 6 0'` $ 5 4 3 I II SEE PLAN �• a� \,� SEE PLAN I II AT LEFT AT RIGHT i II i P H r� :� E J ALTADENA COURT p �1 �� r SEE SHEET 3 1 ALTADENA COURT CURVE DATA 't O o rc L T CURVE DATA 0 o R L T q0 25�°261 52" 4d.00' /71t73' 49.89' i, © g.9019,01" &o.00' 4/• 87' ?/. 83' � 96%04'Z;2" roo•00' 40.57' 21017' t� G 12104'56" /482.00' 3/2.51' 16-6.84' © 257°28`44" 4a.00' 179.75' 49.dG D /2'02 07'' /500.00' 315.06' /58./2' HASTINGS RANCH LANE OE 9'02,0e /5/8.00' 212.69' /0&•!02' O I 1 F B8•/95'/" 27.06' 4/G2' ?G.?2' !6 O 0'49'01" /5/6.00' 2?.07' //.03' �rJF SIO O 5'91e'07" 1516.00' /4B.42' 74.27' QQ 1 535'33" /500.00' /4G.4/" 73.ZG' c+ ,�Q\S�\E L Srg9,9 �y0, 11750 Sterling Avenue, Suite/ FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO. .. 41m ��, ,� CaliforniaEAD DEPAR I MENT STREET IMPROVEMENT PLANS E 4 � Riverside, Cali ornla 9250,3 - _ _ O 5'3�i09 1,02.00' /44.9/ 72.5/ L � i � ���� (714).3S4-OIGI - DESIGNED BY DRAWN BY CHECKED BY ROAD NO. OK RECOMMENDED FOR APPROVAL . 32'I'3 18'� /`58.20 e9.0lo 45.74 a aP I APPROVED BY TRACT 13565 O 37'95'20" WILLDAN -ASSOCIATES J! clw� * Z _ - _ - - HASTINGS RANCH LANE ' FIIF NO EMITTED BY_Z� _C.D.E G '4l �Q'�` R.C.E. Z ¢9 DATE RECOMMENDED/APPR ED �V A551. COUNTY ENGR.•ROADS DATE STA. 3+ 80.00 TO STA. 10♦0000 _���� FOF CA��E /tel 9/ Ctv�lEnkfneers • LandSurve,�r� - ---- - --- - 9•21_•gp _ _ ALTADENA COURT SHEET of f EXP. MARK REVISION$ APPR DATE ASST ROAD COMMISSIONE ENGR. DATE COUNTY ENGINEER DATE STA. 0+00.00 TO STA. 2+08.50 6 2 8 I a ... �„� �,.. .- - . , w --- - -- 7- 7-- - - _ -- - - _. _ ---- . _ T . • . . - 1 : - Q `(��' , / .. _ . - . .... •. _ . . .. - - + � . - _ .- _ - . - - - - - • . g � : Off . -4' 410 ,` , . . . . _. - _ _ . . _ _ . _ . . . . . _ _ _ . _ - pv�zrioN ¢o ' ve. . . . N LY TOP OF CURB $ N 8 � °' ' . St' t 03.70 P.l /y¢6.43 ? `° + ;l,DO�� . gam : ~ � , 8 o � � * . . . . .. . . - . . _ .... . . _ _ _ _ - . . b °� . h �, �' h �? '� *. . } . - �1 �� ° CQ 0 W �' `` x'24 D V.G �' a- . 0to + o __ .._ -___ _ -_.�___-_ _____ _. _— ____. --. ------ --- ___ __ _--. ___._ _.. _.. _ .__ __ __ _ .. _ _ . A w _ _ _ : _ - ---- _ _ _ - r4 4r tv N __-- _ _ .__ __ _ .__ - _ _ . . g 30 o -t55E} t55fl : . i ° ►� . t : EXISTING GROUND; m.. p J 1 �.a3 : : . . . . �� t I - . . _ . . . . . . . . - - . _ .. . . . ` 0 h N OVER S EET: . . o �,_.. � . . . , - , "' to > . _ _ _ - . . - _ _ _ . . . . LO . . • . . . . . _ . _- - - . . _ . _ - . . . . FINISHED SURFACE g -. �- -- : . \113II` - - _ _ _ . b . _ R _� �� . 3 ,� . . b ��� P--r - . - _ . . . . . . _ . . . . _ _ - _ ? . . . . w. . - - - - : - . - -- -_ - - _ . . _ - - - - - . . . ti . �, . : - . . . _ . . . . . . . _ _ . _ , u \v\ . 14-co - - - - - - - _- ----.....----. ..__._..__ _ _ _ _ . . I _ I550 -_ - _______ _ _ . _. m _ . . . • - . . .. . _ . . - 8 $ . . i . . : 1. - - p ... N ' . - ° ko . . I i S LY TOP CU i . . - • - - - - . . w,, t . Y - . - , . fEonl (!C _ . . - - - - . . . . . . . . . , I In —"7 . . i �S. : 1646--4-4 - _ : . . . : : . _._ : : . a = . . . . - - . . . . . . - . . _ _ _ _ _. • i . I . W �Q 3fQ fDJ : : . �D $ ; . _ . _ . . . . . - - % : . . _ . . _ - . . o '� . . - � . _! . . . . . ._ . g -- - . - . _ _ �► . . . . > , u� py . Cyt � : t : . n _ _ _ - . . - . . . t . cr 6\ . _ - +.. . _ o �, - _ .. _ _..... _ __-___ _._.- _. _ ___. _ , _ - _ _ ,. ____ __- _____ _ ._----_ _- +__ 155G 455(}- - -- __ _ r�,3 �- _--- . . . : ------ _ _. _ __ ._- . N QV - . . > > . s v w . \ 7 fi�� : : . . . ; 11 _ _ . b , . __ .__. _ . __ _... ..._. __ - - r _ _ - - . _ _ _. . _ _ . . . . . . . . _ . _ . _ _ - - - - - > - _ _ : . : . . . . . % t - - _ _ _ _ . _.. - . . Ci . . . . Nj . . i . . . - - _ . - - . . _ , . _ . r . . _ - w _ _ _ . : I I IQ - - . . . . . . :_ . : _ . . : . : . _ .. - - . . _ _ _ - _ . _ . M�' . . : J FroRRO i' -40' - FL I _ r W N . . _ _ : . _ _ : _ . , , �Q _ N . � h . s . . VERT. I 4 -____- .__— `� _- -_.._w �...__ _ -__._-_-_____- _ . _ .._ . __ - .__-._.__�.--__—._ --_---_ .__ _- _ _ �__._ __�__ _-----__-_-- -- 11 1 + 00 2+00 3 +00 4+00 PLAN 5 +00� 6too 7+00 8+00 9 +00 10 +00 �p 1'1 - 40' c 8 T 0 40 80 121 160 z , CL Q O 0 0 O Lr U 1�1 I I 4 cc 7 W 0 0 RIDGELINE PLACE 6 SEE SHEET 4 �,, F) rJ A r � j � � Z N R ►� $ Ti i . N, 1 J 2 - 12 I I I O 8 7 6 5 4 11 3 2 s�2 > 13 9 � 4.pj �. N X 4 4 1 EC00 R �-.� I SE��1��, E� E a� y ,wff, � C`�P I - --7� _ - , . . - - . % I I � apo• �/D �o 2 8" w 18 1 STYP• 65T' R 8 2 4 50 N 53"48� 19"E Li— 1 -+— .— 8„ S �— -- -0--- 18, 2 I r 2 5 g►OtWA�.I( ` I--: 0 (v 0 OD 4--- � ��O 4 BF�aIN`a1DEWALK O Oi - `� gx55 . ��' + + r" � 9G" tNr�2. PiPEc E -- �c,� f) —� I V) a a f-- z +e M N .. . . •- . . • ti w aic~n � Q� . - W n cj0%n .t • ,� I r 1i I I co I-L X SIDEWALK PEF2 LANMQAPE i SEE SHEET 3 SIDEWALK PER LANDSCAPE ARCHITECT PLANS 171145E f- - -' - --- - - - - - - - �� ,011,45E L/A/E 4 ARCHITECT PLANS �� PNA3� / I CONSTRUCTION NOTES : _ CRESCENTA WAY�--CONS-rRUCT AC OVER AB Pe,e,S4V BE,PNgRo/NO C?a!/A17y 9TO P[AA1 A6 /04 &:—,- CoN5TRUM G" CJFt5 2 GU7rTER PER SAN BERNARDINO • COUNTY STD PLAN No. 116. CONSTRUCT 50EWALK PER SAN 5ERNARDINO COUNTY . STD. PLAN NO. lei RECOMMEN 0 FOR APPROVAL Sa---- C,W67 P!/C i L aG'AL /,_PiPL�95'/O.!/ �E.P C/Tim OF , R y W A ASSOCIATES � �P.4A/CHO .We,'Wwffo0e %A ZT7V Alt! 5/ CASE I/ 5-->ecv.0T/ON GY✓L Y R.C.E.Z;4� .Z 9 DATE �. $a---- L OC.4T/ON GY✓G Y EXP 3 -91 �pF ESSION O� �\E L. ST q� FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. No. X99 `� F SICOI IRS e su`- fornta �2503 ROAD DEPARTMENT - � STREET IMPROVEMENT PLANS h 41135 iz �t 1 ■ (714)354-0161 _ PHASE I T ROAD NO. r- ..P 610 jf', ", DESIGNED By DRAWN 3Y CHECKED 3" amv,� s � _ _ _ APPROVED T RACT 13565 � EXP. 3/ T � �.. - Irt FILE NO 3�� - --- — aM..- BY 7---,-V— --C,D - CRES C ECJ TA WAY J,lgl CIVIL Q�iQ --- - — - -- — ASST. CJUNTY ENGR.-Rc�ADS DATE RtC� ,',ED,/APPROVED By 11 E Of I AE�i Civil Engineers . Land SurueW-,s 9.z�_•$g _ STA. 0+98.68 TO STA. 10+00.oo SHEET 7 of 28 MARK RrVISIONS APPR i DATE ASST. ROAD C MMISSIONE ENGR DATE COUNTY ENG,11EER DATE - - 7L - - - - - - -- - -- - _ - ----- --- ...._ _..._._.._ _ -7- _ t T 6. 9 L, t 9.49 0 °� q► - - : - I tj b Y . t � Nh +� : O w \ } ' r r W LY TOP OF CURS y � - - _ _ _ _ . . . . . . . . . . t i r ���d� -Icy . . . W I h $ , X02. -' M. 71 wf 7 ,Igr ` h to y CO � o � 3 -f /546.43 M Q h: N _ . . . . 2- _� ; : LQ + h a « _ o oh �� FINISHED SURFACE t / x Ix Y i , r 0 . -� 15T,4 O A7.AO . ST.40 73.78 , 4i 6T4-1.943 p f'oRTlol,t 4aVC• : `moi V _ �t O : _ _ _ - __ _ _ « _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ - . _ _ _ _ _ : : : -. V P}. 1546 34 1. o N h : N ���+ 1ti N y: P 0. EXE I llvv P do r , • _ - - � _ _ . , � r- w. � -•-�� , OVER �. STREET V 146 S !° _ TZa E�.LY. TOP OF CURB 3 # � - - - ..... - - - ----�__._. _. - _ ... - ------- _...._. - - .. ..._ «_._.. . ._.. -_. N ---�` 1.-• / Irl : �a : : _ - r_ _ Mme . - $ • /4V;f 77'14W _ �N O U o b a h O Ole, 4 f �p N Q , TAw- ���� : PROFILE __ « _ - - R _ --� {C r n �IVRIZ I . J 1 Li s N .3 i _ E 4 _ VERT I z O t 00 1 +00 2+00 3+00 4 +00 PLAN 5+00 6+00 1" = 40' 0 40 80 120 160 0 0- U N W ? ct 420 N 41 N 40 3 38 3 36 nn M � B Q r N 5 5NN 4+4670 4 - ISG�•0"l Fi- � 37fY. is 2 °Mcr- p -1519.51 L 8"1r✓ 2 8 5 l.4 E �"�F 591 F 35 I�Z •a ' ^' °° 03, Ing"mE 50 - �h I a 4 CONSTRUCTION NOTES: 0154° _ K 154 •95 Fl- z 346.673 2 1•�NR 4 rs t55P�r.Z Ci�E �, a G F G cF I C o• �- CONSTRUCT AC OVER AB BJP S4N�EJPN,4,P0/Na COUNTY SA 4�CAN i1(o. /04 e s� S-TO. PLAN NO. 11 G /4 20-- CONSTRUCT G" CURB A GUTTER PER SAN FSERNARDINO COUNTY 1+22. 04 4 +��5 , X 15 4O- CONSTRUCT SIDEWALK PER 51AN eeANARDINO CaJNTY STD. PLAN NO. 109 5 51`'P D �C 33 . J 0+24.V 13 a C N GO _ 3 8 tVC.4T�ON aVZ Y Icu 13 14 MAT .Rp �1 Gn`'�.1 TA 5 Z. i �J-LOC,4T/ON ONL Y G M V gG J\ 9 -11 9 6� G� x o . SAN MARINO WAY Cb\ G� CURVE DATA 0 p R L T 0 p R L T RECOMMENDED FOR APPROVAL qO 00' 49' �r•4" 553.00' 7.99' 4.00' MO G2',�9'49" 535.00" 24.$!' 12.4¢ WILL DAN SSOCIATES © 2G' 07' IG" 62.00' 28.27' 14.38' NQ 0"1'5G: 24" 350.00' 48 50' 24.29 c 180=41 35' 58.00' 182.91' - k7)0-u0�9W• ,/8_ �, OD 28' 57' 18 02.00` 31.33' 16.011 R E. 2:p 9¢9 DATE 0 28*57' /B a 61 -00' 3/.SJ� /6.01 , �__ --- EXP. 313/19/ .-- - _ FIELD BOOK REF. W. o. N - F �"0 *R '49 58.00' /36.88' /40. 76 �� �� � � 11750 Sterltn Avenue, Suite 1 COUNTY OF SAN BERNARDINO 0 79.34'29"' 45.00' X02.50' 3748' �� rP %'Y° SICF Riverside, California 9250,3 ROAD DEPARTMENT STREET IMPROVEMENT PLANS ROAD NO. v 41138 a� W"Im"V ," ►.rs (714)354-0161 APPROVED B O ' _ DESIGNED BY DRAWN BY CHECKED BY TRAC 13 65 79 34'29'" 7.oo' 37.50 22.49' �: r �' ZO 34*37'2�T" 6?.001 d7e4' /9.321 `°' .? t ' ' - -- oc • 3-3/-9� � , ,� FILE Igo O e a -I � EXP. �-- ,� - FBm-,TTED -- --- - -- - SAN MARINO WAY J 123 46 56 2Z�6&T7,,5&..33' 50.55 S`r 1 BY iii/l.Jr C D E ,SST r EN:�R.-ROA05 DATE OK 1230 40' 56' 4,6.00' 97.22' 84.25' �` ��� ��u�� �` Civil Engineers Land Surveyors RECOMMENDED/APPROVED B'. SHEET of OL 02° 39',f9 517.00' 24.x' 12.02' � C�a�� - -- 9•a1 ey -- -- --- STA. 0+00.00 TO STA . 5+ 97.76 8 2.8 MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER-EN R. DATE COUNTY ENGINEER DATE -- - -- -- --- ---- - - -..._ - . - - --- --- - _.. -_ ._ T _... _... - _ .. _-- - - - - -- - -- -- - ---_- - _ _ ._.. - - - - . N OF S vi c� . ° � SLY TOP CURB ♦ « _. _n Z5 _ ; �: 4a' W o � opo + �: O � a mit � + � J560- m� 0 QO -� . EXISTING GROUND . OU D 4 156a OVER STREET PI•s 1564.83 b -✓ -4; ' oOD .qO ° too' Vc ; _ r h _ FINISHED SURFACE . (,T- 7 i 0 7 to 40 . . 00 4S cft LL_ , �� . r cc) -�. 79 0 � ►h � oLA Lo t `n 44 `� `0�'� � 4 � o 0 o,�zocr c ...._._ o l -- 1.1A !t! _ _. M : ra U1. _ - 5TA 4+43.94 J o too' VC g fi . : CD ga ^h ._ LY. OF CURB - _ .0 S TOP s� I : h h p 1 co P./._1560 80 1` o L 37.4 9.08 69 _ ^ o a o tn: -0.79' : h + v : h CO .0 . . . . .. : . . . q.i%i3 o V � g � Tom' \ 00 �h � �D O , - h - °c 1560 ON S ►. 1504. $3 - _ ST A 4+43.40• d Q v loo'VC : h q� r ti f r PROFILE HORIZ. I��= 40' _ I N - - _ , cr VERT. I"= 4' _ _ • z 2+00 3+00 4t 00 5 +00 6 +00 PLAN 7+00 8 + 00 9+00 10+00 I" _ 401 cl Z1 0 40 80 120 160 z 4 Q m v 0 U � 0 c CONSTRUCTION NOTES: �/`� � R�O�L�NE � CONSTRUCT aC OVER AE3 PER SAN BERNARO►rv+o ^ 7U 27 Z�D SEE PLACE \ J COUNTY OTD. PLAN NO. 104. 4i o) M 8 SHEET E 2a-- coNS7RuCT co"' CuR� 1 Gl1TTER PER SAN t3ERNARDINO counrry r4/ -0 .� N L 4 16M. PLAN NO. 11Co• vj h M 31 8cq4I.9g 11f fig. 4�CONSTRI CT SIDEWALK PER SAN BERNARDINO COUNTY STD. PLAN NO. 109 �Q�Q �`13.00 1.sT rR t 8a+22.G1 ( --- LOCAT/OPV Ort/Lco Y fider 5.5NR 9+164. 'I a- L OC.4T/n/V O/VL Y 4 _ 84 I `vw _ -�- __ v) Cr) \ q t5G3g2FL i 2OF [A 15Cv1.39FL �` io O B� (to CFG 18 0 " D 15Go.g3 F� I , 1 N cy c s --- u--•- � bo a S N 53 48 19 E -;-_ -- 1 -- - }-- Gq CF oN 16&3.91 Fl. I.sNP. i 378. 7/' 1561.33 FL ~8' "U G3' G / 0 l lta F E �I Q/�VIL�Jr' IAW �b w - 6��CF i>3 _ 2 8"W 4 -G"CF F Ee., w15Go.5�0� �� E �o+oo OAR E.G1,ve P1.4, 6"c;: 11 t 03.33 c ok y 19 2-0 ZI ?417- 17- 3 Zq °EcR I I QD SEE SHEET 4 SAN.DIMAS - � LANE. CURVE DATA RECOMMENDED FOR APPROVAL 0 p R L T WILLDAN ASSOCIATES ® 17-2,5'37" 332.06' /00.98' 50.88' .141021Z -91Z Ma a � © 2&•O/'/3" 350.00 /58.95` 80.87' R.C.E. -283W9_ DAI-E 1 C 26'0/'/3" 368.00' 167./2' 65.03' EXP,_ 3/314 9/--- 0 9'/7'20" G18.00' /Qo./q' 50.2/' QRpF ESS/p,�q \E L. ST �F 11750,5terling Avenue, .SuitzJ FIELD BOOK REF. COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS W. O• No. 9.17 20" 600.00, 97 27' 48.74 �4Q Q`S X99 yC, F sicp Riverside, `al{fornfa 9250.3 ---- - ROAD DEPARTMENT ' 9•/7 H2O" 582.00' 94.36' 4725 ' H 41138 �� 11�mmoo (714)354-016-1 - PHA HR ROAD NO. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY O TRACT 13565 r � EXP. O o ; -0 R 9r - - EMITTED BY 4.. FILE NO i fl, CIVN\. \ ----- - - ASST. COUNTY ENGR.-ROADS DATE SAN DI MA S LANE Y RECOMMENDED'APPROVED BY �0 Civil Engineers • Land Sun*"rs SHEET of --- - -- ---- - DA STA. 2+ 85.20 TO STA 10+0000 9 28 OF CAL\ _ 9• Zl-8Y MARK REVISIONS APPR rJA i ASST ROAD OMM�SSIONE -ENGR DATE COUNTY ENGINEER OA TE 1 .... ._....._.. _ _-_-_._. -__. .....___'..... ._.......__... -._._. _.. ..- _ ............. ... _......... ...-............ .... .. _.. -- ___- - ._.-.-_.. ...._......_.. _.. ._. __.- L-45.97' N LY TOP Of CURB R7,PZ"/ON QF.31?'VC. J15, m N + m ¢O VC O 0 eFrA7+80-00 COE?I. 1519. 43 90, dC O? qa o S 1r4 m L/4 L14 j : STA 9+i►5. 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Dj O,C• Bo so I' ti v N.r. � � `"'/'' 6TA -7+90-00 � "� "' �' o � ~ d , _ T ��- . -`�� ��M o : ro PI 1579. 43 : a) r) h TA - ,pi. 1-40 - - >n 8 T9-o-17.35 r - + S A r 8 m __. .- tel'. - - - _ ._ {.�o,(a _ _ _ _ _ - - - �` _ _ __ _- E570` -- PI 6 15 a --0& ._ • o _ I m o L�4 T,-#W e4? s h 41 � rb CID oy O1 0 � � . _ . . . . . . . ; �3 °' o, TAN _ . - v PROFILE . 4 O : ' z40 : N 1 } C t ` i E 4 VERT - - -- - Z 3too 4+00 -- 5 +00 6 +00 PLAN 7+00 8+00Lj 9 +00 to+oo - X _ I" 40' Q 0 40 80 120 I60 W 2 � 1 a a O J a T . IW O GEI I � SEE NE SHEET P�OE �< ,3 4 0 cj- 13 I CONSTRUCTION NOTES. P H A � � 0 9,, c4 �Se I 1 CONSTRUCT AC OVER AB PER 3A1.1 BERNAROINO 0 I CD k C,� q}0g.'1"1 E �6 I I COUNTY STO. PLAN NO. 109. 2 I l5 S j +� ' COUNTRU -T PCLARB 2 GUT-TER PER SAN BERNARDINO �� �3 1581 FL 1581 14 1� . 7 Q g CONSTRUCT 51DEll PER aAN PERNARDINO STQ PLAN NUJ• 109 G Cr- M G CF �- A 4+c*.03 15t`R i I.i �I� G-n ON {3�•6'� 'vim. 8 PCC �0 1 FC 5E Z-Al 3 FL �- 1S 75.50 H I ��� _ /59/.4 ' 00 qAl�✓4�✓� R' 15 2 9 i3. 5 x �a-8 g N 45` 1G,54,EG C�.F - 1�`+ �a �EL/�/E $�--- LOC.4T/CY✓ A�{/L Y 6 se W 4 ��,( _ , 2 0 FL I 157Z. GZ FL = 14 t 39 875.5 _ Gn-C-F-8-W /&Y/' •Z 10 C-11 all, t �0 �; J� 48 1q M 8„s - GN 1 ' 15 80.13 Fc 16 ,� BC �- 1550.13 FL o _ •I r. co I 3 SEE � 13 SHEET 4 CURVE DATA ANNANDALE LANE O p R L T AO 251°o-7'38" 40.0o' 1'19.51' -50- 17' RECOMMENDED FOR APPROVAL. WILL DAN ASSOCIATES ® 43' 48 03" X00.00' 45.87' 24.12' G 35° 29' 2G' &0-00, 37.11' 19.20' s� �Z7 88_ X949 DATE 3.0' o�' 52' 282.00' 148.30 75.91' �ESS, EXP _ 3/3119/ OE 3G' 2G' 28" 300.00' 190-81' 98•'75' QRS ��q F 32' 17' 43" 318.00' 179. 24 92.01' ��� Q�S�tE L STq,9 !�� , , 11750 Sterling Avenue, Suite! FIELD BOOK REF. COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS W. O. No. C� 11° 2� 35' 3,a 0O' G3.7o' 31 95' y c,'� 4135 9 �ASIC E Riverside, California 9250.3 ROAD DEPARTMENT r,, AmAp (714)354-0161 P T ROAD NO. • • DESIGNED BY DRAwN By CHECKED BY APPROVED BY 0 11 28 35 3 .00 �. 3015 W _ TRA 16b 5 11' 28' 35" 282.00' 5G•48' 28-34! EXP., L:�c1l { �' 175171q% : FILE NO 0 - CIV�L -_ ASST. COUNTY ENGR-ROADS DATE ��' ��,,, - � EMITTED BY �/<�__ _C.D.E ANNANDALE .ANE �3.�� RECOMMENDED!APPROV D BY O qlF �F CA1%V) Civil Engineers • Land Surveyors + ♦ SHEET of STA. 2 + 98.03 TO STA . 10 00.00 0 28 MARK I REViSIONS j APPR DATE 11 ASST. ROAD COM'nijSIONER-ENGR. DATE COUNTY ENGINEER DATE • �i f �O o� �5 -7- _ - - T- - - - - -- - -- - - -- 8 - - LY fi0P OF CURB _ , : V)* to , 4i 14 , _ - _ � � � � gam : �o` v� . r , - - - - q v6P�ta ? /h/9a 6• -_ � � �' . w � } _ __ __ ___FINISHED SU�FACE y - _ - a - - ol tj • r DX. Igor _ :. . _ :. c() 14 _ 4 , 79 zap Z.z5�' �"�. o° `�4 b1 , v a> } _ EXISTING GROUND a, OVER- STREET V i . . I�9�- � L� 89.8 `' _...._ _ _ _ _ _ __ _ _ ___ ___ _____ ___ _____ 'vc. �: , o.c. O.C. _ S' LY TOP OF CUF7B: z : :_ : : o m sr-4. G j •��f/595.9�G _ r 3� c� ti L -3 Lj ►d a / Z I� C� o N -1'14 . t , 9/. d y, � G14 • i O o � � E.��I •� y1 N ^ ,cp � � i y Rz �3 n 9tll. : - r � 5 _ 1594-r : m , sr4. 9�373G � o � � 1419 %b e _ , : , , , , Z _ - PROFILE °' jrTAN W HORIZ. I"_ - - , 4 i i VE I 4 RT. 1 4+00 ' 5 + 00 6+00 7+00 PLAN 8+00 9+ 00 10+00 111 = 40' cl � z S 0 40 80 120 160 0 ILL Wv � ' W a� 23 R/pCL �E P H, r� r set��NE lie, Pt I N ' � ��� tok) 2 Q�� CO'NSTRUCTION NOTES: Ca 2 15 3 } l l �" A 2�' � �'`�GC Nveb `� 1y$%� 1 -� —9l �G" _� 1�VTER�FOTIO/, r LCONSTRUCT "AC OVER AS PER t)AN BERNARDINO CAUNTY 5TO, PLAN IVo. 104. C F. .VP, , _ —I 2 1583 X17" 10th` /06 ZIAIW PL �— CONSTRUCT G CURB S CUTTER PER SAN BERNARCANO COUNTY STD. PIAN No. Jiro. �q^P1 8\� 4 �' `ice ~ G cF S } 17 t T 0 25 4o-- COWS-MUC•T SIDEWALK PER 15AM &F-FWARDINO WUNT`1 STD. PLAN NO. 10q. G a_^W71-a4l aVZ Y �7 2 6\�,\ -eGr�4r1a y GNL Y rc/ "�`� C E � 1 �' � a 4 k cep•'�4 ,��{' / � / sr 09 OF � �5`t3•�� _ _ gam' 4 g..�_ F L �k,y rn 00 PRc 11 w FE ET 4 CURVE DATA f• CLAREMONT 92.00 LANE p R L T AJ 25l*too'dZ" 40.00' 17q•G1' RECOMMENDED FOR APPROVAL © 43' OG' 27" GO-00! 46. 14 23.70' A ASSOCIATES c W 27' 53" ro•00' 38.19' 19.7G' 1 Op 310 35' 17" 207.00' 114. 12' 5&55' R.C.E. 9278 9¢9 DATE OE 36' 2G' 28" 225.00' 143.10` 74-0-7' RpF E,cs}pN EXP. 3 3! 9/ F 33' 55 35" 243.00' 143.75' -74.04' Q q! rc0 \g�\E L. STq FIELD BOOK REF. W. O. NO. '� Q� '9 11750Sterlin Avenue, Suite I COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS 22. 09; 59M 293.00; 113. 35 57 39; y� �� a , 9 5 Riverside, California 1s0_3 _ ROAD DEPARTMENT PHAS •1 THRU-4 ROAD NO. E 22 09 -99 275.00 10G. 3ry 53. 87 e - w,1 " � � � r �� .� � (714)354-0161 �a.e DESIGNED BY DRAwN BY CHECKED BY 22 � s9 257.po 99.43 50-34' � �- � �' �.� e��I��� — —_ APPROVED BY 13565 EXP-2—_ 21--k it ' �t. " '� TRAC JO 016 57' 00' 350.00' 11.91 5.9�' "� "�'"' Q' EMITTED BY'r��� C D E FILE NO CLAREMONT LANE Ily O P'glF CfV1� �` RECOMMENDED/ BY ASST. COUNTY ENGR.•ROAOS DATE 0 OF CAS� Civil Engineers • Land Surveyors - - -_ SHEET of 9•Z' >� STA. 3 +81 .29 TO STA . IO fOO.00 I I 28 ti MARK REVISIONS APPR DATE ASST ROAD COMMISSION -ENGR. DATE COUNTY ENGINEER DATE I 50,21`c. . V•C. '!0' V.C. pt• 1(o i 1.fv2 V Pt.= t 614.30 7oc cTl STA ++16.3i -- -- -.Y.� ...- -- -- - -- - - - - - -- _ _ - _..._ - -- -- - - - -- - --- - --- -..._ -r - --��------­-_­--­.,1­ -- - -- - - -- -, - T T--- v c U �. r. F.L.X-GUTTER : .. /a, _ v � . . _. 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A + . - _ _ _ . a _ -_ - _ _ . ... - - - - - - - - _ _ __ _._ PROFILE _ . . _ _ : - : - - _ _ .. _ . .. . HORIZ I" 40' : - - - _ I . . : - . . . . . . . . . . . . . . . , , . ; - _ - -- __. __. _ _ --� _____ __ _ __._ _�_ ._____________v� ' VERT. I"= 4' } 3 +00 -___4 +00- -- - -_..___ _____ -5 too ---�___. 6 +00 7 too PLAN 8+00 9 too 10 t 00 I" = 40' 0 40 80 120 160 ql \111 L N A Q. � . to I p FH -A IS r �r m _ � COVIN N * - m A PLACE p . N ,3 VOLo y � SEE SHEET 14 v \gyp,\, k /%4SE[//w- Pi so ' v x WARDMAN BULLOCK RD.� �(� �� ,, ,8, m �, � , RSF ELINE PLACE SEE SHEET 20 � � °� 19+4 2 m 6 � Q9 w ,o ma 17 29 28 27 9+ � _E SHEET 5 CONSTRUCTION NOTES. 1 To+45.00 = 4 �' I /� 4 EGZ z o B� StyP o.5" Q 6C27.58 ' ' 1�- CONSTRUCT AC OVER AB ,o�c,P 9.4.t/,�E�P�t/,q,PO/NO COU.(/TY STO. .aLAN Alb. /04. . "a & o SEL/il/F TRU(? 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COUNTY ENGR.-ROADS .. - rq Clv1�- _ j a' Civil Engineers - Land Surveyors f OF CA11�� REVI b t'RDFI�E FJAI Q� � L 9'21.41 _ _ STA. 3'}86.31 TO ST/'•11. 10 +00.00 'HEFT of ----- - -- -___- - ---- &O-R -- 12 28 MARK REVISIONS APPR DATE ASST ROAD COMMISSIO R-ENGR. 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NO. /;Z\ 4�- 11750,5terling Avenue, Suite I COUNTY OF SAN BERNARDINO - 11!�!/ 27 s.515' 1-7'' 175.9d 84,-70' 4-3,Ick' 41138 FUSCOE Riverside, Calffibmia 92503 ,--- -- — — STREET IMPROVEMENT PLANS 0 " it (714)354-0161 — ---.— ROAD DEPARTMENT ---, - r" - Fr9 I 1%1 ��� ,,,, I- I PHASE THRU 4 ROAD NO. Z; 0/,m-w1fa r",7"1.1.I J(.141k,mos DESIGNED BY DRAWN BY CHECKED BY I" ;* -- --- - � I APPROVED BY . 0 W. p 3-W-V li OL 4�wl�,q 74%�, --!-',W ae%A I I TRACT 13 5 6 5 --. - 0 * EX * , 0. . .6; 11iZJ11111 —.------- FILE NO I I I %I> CIV ` "a SHO 12 17 -- -- EMITTED RY'O-.,---r - ------- - -- C D E I ------------_ _ 1,35;� . I �i)I -------- RECOMMENDED/-,PPROVED BY ASST. COUNTY ENr-R.-ROADS DATE COVINA PLACE I - I -- ---- -- — SHEET of - , ,4, * , * '11) , , �5 , , , , '\�'� 7 �N,i N - " * - O' "' � � , , , I -7-T— - - - - T* 111 - - - - C:) 2 � - - - - - - I 0 0 - , 4 / , " � "" ,4 -Sil 6 m ) �11 .1 I "� "' 0, " N. � - .11 41 -- -- � *- 4 'Z. 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SCREEN WALL 7•4t VARIES ( PROTECT IN PLACE ) ri7.24 V, Z 3r TO 5' -� •74.00 I �- ---� \ 5� 5.go W -j :•.• FILL VOID BETWEEN 5.23 m o FLOOD WALL WALLS WITH 1,000 P.S.I. MT XIS . T W. -1 d 03 --� .58 •; SLURRY. PLACE IN 2FT. Ol -� - `-----1 PARKWAY -`' 53.bq 4- 0 LIFTS W/ 7 DAY L_ \ 73.32 I --- 53.22 0 itl ''•-' ' ' CURING TIME EACH GRADE AT fZN/ --1 "1 PTZOPdSED P6. L__--- � LI FT. LI "1i.gb I BEHIND WALL 52.55 .5i.88 PRO I4q.58 W BEHI DF WALL 1 .1 `O.Coo L_, L---, EXIST. Tw. 1550 ( i551.2( 1570 W --- L-_I L--- -1 PER SURVEY BY EW. L.,r S. DATED L---� PARKWAY L- �----- 10-q - 1gg1 '-� �• MASoNtZi' j GRADE AT R/w i0 Z '-� MLAS z- PER DRAWING III (352-L I dj � I SHTgOF32 W • � _ t � �� SECTION A A I EXIG✓T TF ---� ExIepT TF 00 NO SCALE I PROPO5EV SCOUR ` L- -i PROTECTION DEPTH a 1560 -- W/STEPPED FOOT I NCS r .Ul a -1540 V' N V PROPOSED SCOUR � ROPOSEI7 SCOUR. W PROTECTIOM DEPTH PROTECTIOW DEPTH `� O W/STEPPED FOOTI NG W/OPT VONAL STRAIGHT GRAD DEFOOTING O 0 O 0 0 PROPOSED SGOup- 0 0 0 PROTECTION DEPTH O M W/OPTIONAL STRAIGHT SEE SPECIAL NOTE O1 GRADED FOOTING ~ � 4, SHT. 2A EpNs-1-RUGT MAsDNft•Y WAl_1. WITE•t + CONST. '} + + CONST. O� t� � - �pw�wlr�NN 81352-L- !DSItT 9 OF 32 PROFILE WALL 8 CONST. WALE. C CONST. WALL. A WALL A HORIZ.: I" = 40' D D D VERT. : 1"= 4' 9 8 T 6 5 4 3 2 1 0 PLAN I"= 40' SAN MARINO LANE W J NOTE : UTILITY PROTECTION AND /OR RELOCATION TO BE COORDINATED WITH UTILITY COMPANIES INCLUDING : �J Q SOUTHERN CALIFORNIA EDISON AL MARTIN(714) 395 - 3324 IWILLIAMS TELECOMMUNICATIONS MIKE VANDENBURG (800) EXISTING FIBER 678-9441 I OPTICS VAULT - I W PROTECT IN PLACE l �1 1 J EXISTING SCREEN WALL- 36 f 3 � 3 is �r J �r 1 �� - S CREEN WALL ; m RQTECT IN P CE I EASEMENT FOR PUBLIC UTILITY PURPOSES RECORDED PROTECT IN PLACE j w I j O JULY 23, 1986 AS INSTRUMENT NO. 86-206622 OF 1562 . 8 1560. 8 1559. 1 1557. I 1554. 9 1553. I 1551 . 3 OFFICIAL RECORDS. 1 J �� c� I 11 I I I of 1585 .0 EXISTING SCREEN WALL ( TYP.) I a 1> I O2 EASEMENT FOR PUBLIC UTILITY PURPOSES RECORDED PROTECT IN PLACE I WW 1 2I= r FEB. 13, 1987 AS INSTRUMENT NO. 87- 049741 OF Q I �QIN OFFICIAL RECORDS. 1161 -.Z= S.C,t-T- _ _ Li S.D. I 0+ 00.00 WARDMAN - BULLOCK RD. = WA / _ -- 30� W41 s `YARDMAN, - BULLOCK 6 5 Q 4 41 3 ROAD 2 N 41 I ,r 6' 2 � 0 + 00.00 SUMMIT AVE. W EX. CATCH BASIN i l!1 I W - /NSTM1LL '3ROO)<z box W tQ N 4" C r. P.PC C"?3 0 DR/I/n/ r"cIZ DfTijIL B D W SCREEN WALL ON FLOOD WALL BACKFILL PER SECTION A-A , UPPER RIGHT HEREON Z „� N r � �f\ N t S E� Ne 7'c ov 3 �T Z D r x J O � ao DESCRIPTION OF REVISION DATE CITY J °o Q y O Q� r APPROVED Q y 'u � �v Q-�1 W p CONSTRUCTION NOTES : CITY OF RANCHO CUCAMONGA NOTE : CONTRACTOR SHALL USE EXTREME CAUTION DURING THE41 CONSTRUCT FLOOD WALL PER INDICATED DETAIL Ir vi �A/ CONSTRUCTION OF THE MODIFICATIONS NOTED TO PROTECT ago o FLOOD PROTECTION ALL Q THE EXISTING WALL, FOOTING, AND STRUCTURAL FOOTING JM AND BACKFILL. 3 ' cr FOR N u:00 0 0 � SCALE' i SSlpN TRACT 13565 Q�pF E �, Z -v- 0 mZ APPROVED BY: n DATE: - Q o CITY ENGINEER.l� 2�e LIL22L R.C.E. No. 24953 + No: 36052 m aC DESIGN H n. RECOMMENDED C7 + W Exp. 6-30. 2 GLC � _ l u ,51 ntnt �• f-�$l ll/ SSI IlRIli j CIM- �\* DRAWN �; a��Y� SHEETSI ® �/•C OF CAI`\i` Q� GLC t rli!!rr• rr.v.-. Irl rltl tirm+rtiv/»�3 IV /', OF 28 C _ ./` ` CHECKED .,�„�,�,� y:I'i�.� R.C.E. NO '�> DRAWING N0. R J A DATE �� "� "�� % FILE NO 1352 .............. MINOR t ----------_7-7 _T_ 41 7117- -—----------- ----------- t------ 7 .......... ...... ..... .................... .......... ------ .......... _Ld ............. ................................-.......... ................... ................. pt nn!!$.pi t ------------- t ............. ------------- X 0 5A 14+4a,00 ----------- 4-4--- _4 --------- .000, ..I........ ---------- + 3 0 0 -------------- ------ ---------- I t&melt 'A-4 %WA w 70L AJ r- t- ----------------------- ................... 4CP i I C j t ........... 0 ---------- + .......... ..................................... r ............. ,'4t;, ----------------- ---------- ............ L .40 ED W ------ 0 4- 0 ------------ AM.Olill U el cD �41 tcp 0 —-------4—---4- 7 C4 ............ GROU 4D ................ *t .... ......................... R ............ _193 19 z: Q !-'-, ----------- 0 t fill 1 4 —7- -T 0 r ' A 144 45,80 ....... -------- %3 ---------- F .......... 4v4 cs .......... ------------- + 4D tn ------------- U� 7 idDl 4k) 0 (37 ------ 4- 4D� —--------- ............ 4 7---�< -7-7 ---—-----------7 + + r Ln ...... $7. ........... 5,A 4 ru%.I fi- ............. -4— P F I L E + ...........------------- HORIZ. Ill- 401 .......... ......................... 41 VERT I A iV+OO 9+00 3 00 +00 4+00 18+00 17+00 16+00 15+00 1 +00 P L A N 111 - 40' 7 0 40 80 120 160 m m 0 V I r.% Cu"N IS T R 1 U2 ov AB PEA 5Ak1-1 27 CO N ST RUCT 1 40 e1W BEIRNARDIt'i WUNTY STD. PLkI4 N0. 104. F_X Cd9b i &Zlrr6:g WAZ 64W C-oZV4Z91NO ��T, T E.LEPH z V) !BEEF 4c, yp) ,7 CO N'bT R il CD _"pRotFCT.1 IN PL C011AIrY 5W. 0.14AI A10. 1403. m 51DEWPI PEP, 5AN BE-RiNAIIIINC) noun !,7, -ago 14 . 7 ------------ WWI COUNTY �5TD. PLAN NO a -0- m 0" r Q/31) 4 40 X r -RE74- INIA16 /,1. 9 40AI :5W7. 9 E IV'W R,I X1 —CoNer -0 4= 10 eallorzaeler olle�F WN a,. N,4e011VO raelIVrill w .51ro 1<7z,4N NO 117 7 J00 go (0 7 Al f 6. A -------- ...... SHEET 19A FOR SEE za NOTE w 'WALL CONSTRUCTION Lij .0or �3 ....... .......... OD 1: SS/qV k10 J. A %moo; 7 CON 'A No: 36052 cc E xp. 6-30 W04- d7' 4f 4 . OF CA AS WILLDAN 5,ec0 e,W. vzA7,41 N49 11-2 AV% e5 Z41 91Z 7/298 7 ....... All ol 9A%eA4p��,, IV DATE --J/,3 t Z 7 EXP W. 0. NO. 0. NO. 0 F%,O% Bill ri 106,9% A A U750 Sterling Avenue, Suite I STREET IMPROVEMENT PLANS 41138 Riversil California 92503 14)354-0161 _XT _01cF KUAU LJtVARTMEN `:- CA1000 WA4&-- -2z-17.0 7. X41 ROAD NO. FIELD BOOK REF. COUNTY OF SAN BERNARDIN (7 DESIGNED BY DRAWN BY CHECKED BY AD LA DIED SHEET 19A APPROVED BY UNDGREN 00-0 A" 5 5 76 0 _ 4e07— T Kwook A T 13565 FILE NO BMITT C \1 ED BY4lZl C.D.E. U ROAD SHORT ASST. COUNTY ENGR.-ROADS DATE WA K LJMA 14 B' "LLVA K RECOMMENDED/All VED BY SHEET of A A-------------- 10 4 V TA 18 "A"i 0 TO A`T A 0 Civil Engineem Land Sum*vrs + MARK REVISIONS APPR DATE I ASST. ROAD COMMISSIONERIENGR. DATE COUNTY ENGIll WPM%71 E 40J-+ fa.95' 25.27' tq.95' C TYP. ) TO 25.27' (TYP) TO 200.60'(TYP. ) TO 161,6151 ( TYP) TO 20.32 to Via^ STA. i5+41.cI13 STA. 14+24.%-5o STA. 11+46.3q STA. 10+GG.Sci .4 i7.2q' (TYP. ) TO A�.21 30.x► 25.27 25.27' T 47.64 STA.. 17+62.15 87.54 � � � Ir'c 3D a!o 87 w `15.63 a6. 1d g5•d3 14.4 �`- PIZ01p05ED TOP OF WALL_ ? \ ►4.'76 -- HEIGHT EXTENSION � J 13.62 IPROP05ED TOP OI✓ WALL o --, 12•g5 + HEIGHT aXTEN5ION t__ g2•'l5 Wa �_-� 12.23 c9 ► 1q.g5� ( TYP) TO L----� C12.06 �} fq.g5 (TYP. ) Tot- 1_-_� 11.61 STA• 1lv+544 S. STA,- +0 154. il0 V '10-C1410.27 I72q 172q' �---� ------- CI 0-1A j 6 0 L_, Oq.lop �_�.� s_ L_- Ao_o! 8q 40 Q Q 590 o13.g3 c9 Exls'r. T. 0 3 1_ co ----- L_ 07.5q o ,� r 8a.o6 L._ CI + L M\` 06.22 N N PARKWAY 1 .72 85.38 GRADE PT fz1ti✓ 1_--1 �----L- L_-� 24 '--- - Z--1 PROPOSED I+G. -`� �•-- BEHIND WALL -- W hARKWAY- 6,-FADi✓ 02.90 02.23 I--------� W Q.T R/�✓ Or.56 S PROPOSED FCS ----- --- 00•Bq U) I I BEHIND WALL - ---- 00.22 L_. . -_ � 1600 ��- a�.�5 _ ----- 1550 L_- t ExiBT TF W W J 6 YL !--_ L. PROP05ED sCOUI'Z J J PROTE GTION DEPTH L--•- J Q _..--� W/ TEPPED FCOTI NCS Q PROPOSED SCOUR PROTECTION DEPTH EXIST1= ---.� I 3 w/oPT�oNAL STRAIGHT T I 1590 ---, PRo �I`o --::,coup- 1570 PROTECTION DEPTH Jv PROPO ED SCOU R F''T t T RAI -r PROTECTION OEPTH W/STEPr ED F-00T 1 N G O� O O p O � O 0 0 Q 0 0 O O O 0 0 p c0 3 ti 0 c0 0� O 5E� SPECIAL I� GD (0 { A ti - NOTE 4, SRT. 2A -- -CONST. WrA LL N 0 Z + + -}- 2C + CONST. + CONST 'o ao WALL WALL - co t� � o CONST.T. CONST. CO S W CONST � - - - _ - O� PROFILE - tfi WALL C CONST. WALL 8 C A - CONST. WALL 8 WALL C WALL 8 ' HORIZ.: 1 = 40 2 D 2 D 2 D D 4 D VERT. : 111=4 1 =41 19 18 17 16 15 14 13 12 II 10 9 PLAN (v I - 40 Z J V Q �- � Q END WALL _H 28 27 ANNANDALE O �i � �I �I C L A R MO T F r LANE �� f1 f �J E N EXISTING SCREEN WALL CTYP. ) 0 O LANE PROTECT IN PLACE 0 1610 . 7 1610. 9 1611 . 5 • i 61." + �' 1599. 6 1598. 3 1585 . 8 1585. 0 I 0� AT'y oaT , / e �� T `l JT X` e. f_. / . •45'.. .��o. eq•owe 8. y�� . :!-t o o •o o`Ao e o .eD o .o• o • ' 00••o 00 .C•. .' 'b" °df o0 bPe .!a .4 en moo Q 41 WARDMAN - 8 LLOCK ROAD 41 O 18 _ IT 16 15 14 _ 13 - 12 II 10 8 jTA /&405 5Tq r2 � Lo -1 N /N STA LL Z PVC /N$T �L Z pVG LATERAL (5CH 4d) -4T-ERAL- (SCH 40) PER DF7-AIL aZPtZ DETAIL B 2D W W J $T,4. /5 f?100 NSTALC��iCS�X = a /A197ALL 5r1lF00,,t5,60X 4 cr PiP� C�/RB •ORA/N 3 SCREEN WALL ON ¢ �, cuR6 oRA/N SCREEN WALL ON PER SCREEN WALL ON FLOOD WALLaEr�/L a I--: FLOOD WALL e FLOOD WALL 2° .� a St=y Ne T� �� �D -^03 Ec N o•r-� CIAOs/f�E T ZD c NoTF 3 Jv 5merr z s< �•r z.0 CONSTRUCTION NOTES : w ODATE CITY DESCRIPTION OF REVISION APPROVED W a NOTE : CONTRACTOR SHALL USE EXTREME CAUTION DURING THE 41 CONSTRUCT FLOOD WALL PER INDICATED DETAIL U) w � a CONSTRUCTION OF THE MODIFICATIONS NOTED TO PROTECT CITY OF RANCHO CUCAl1�ONGA THE EXISTING WALL, FOOTING, AND STRUCTURAL FOOTING > AND BACKFILL. 0 - FLOOD PROTECTION WALL Q W FOR Z FESi S 0 J oe�� 0'v TRACT 13565 Q SCALE. 1 40 �t J 77 . F Q N A Z -a c APPROVED BY: DATE. W = c; 90 m CITY ENGINEER./�Cky � R.C.E. NO. 24953 JV W No: 36052 ,� Q DESIGN - r,,.,,.. ",,,, RECOMMENDED C9 i- Exp. 6-30.92 Hrr •..r,, .sr,, 4LGLC 1 -,,, ss, W61` � tai L s !VI` �? DRAWN * SHEET • f 4R 4T OQ' GLC s Z 1 (9 A OF 28 F F 1 o � F CA (rrr//nLrru•••r. lrrru/ftmrnwrs CHECKED R.C.E. 3 1. DRAWING N0. C E 0�. R A ! �� _. / 1352. DATE g � FILE NO • T T i L.Li 0 + .4 HH !M its OD .4- _"4_4 717 4-4-4 NO 44 v 7__ Cr , `0- 44 20Z < 0 4 4-4- a. N 0 .4 _j 0 L Z :z z + z 0 4+ W� K z LOZ ui 14_ .......... 41 91. ­4� f4- iW M! Z !2 UJI LU LL,( CC CL 0 0 0 X 114 UJ 00 w LL. —4-44— CD I it �f: IMMM, DC 0 U1 ul L Z5. C) so, fit- t CM t oz .z >­ 6 93_j w _l_�4_� T- w_j ut �j OD LU z %w 4- XkA %-�-x, CO 0 1. w j UJ Z z doom ui a w 0 W U, U, -co CL d) o Eu L LLI -4- -S CO tc) j z r4) C) 7 7: -444 444 Li Cj 4+44— cr. I LLJ J uj 01 ISS W (YI 01 e f uj jJ1 i 1 i i �t �/�k I: I I - 1, N 0 :z (p e- 244 ir Iva, t", F— UJI U) r Vs 1LJ Now %%bF 0 80 0 0 b cz Q4 \5 CY- \j lk 4 M! j CD CO C.) a. 4 Jit4i,-4--44-4- tt-tt 0 7 z I T LO LLJ UJ HH Ni ii� .......... i 44-4..i. 4. 44 %k <sod F, L 4- T. 4 V) ........... ql;c - Lp -4� -4­ii­�­-4 :> V cry (a LLJ —4- �01 Cc)= co low& Am& us %Ao E E bHEET 4.. -4..7 +-t� Aft a lk rom Jw, AO%k APN& t �T MAT L IN t v vv ��H U NE k;INN! 10 11 41 ­- $ I I MOM ;I e i I I I.I.L..--4- ­..­1_4.144..�.. -��� �r _� _--- -4. t t 00 Qr DQ QD_ KA fV S 0 J, 44, S ........... I k 0 1 z cli ce Ir ua A uj U.1 -4- rk 3 z '?k,+ z > U.1 r\1 r-4. , % 0 6 > MN ir�v I\ CL Im.: D U6 -4, 0 z uj UJI UJ N-X- LU elk. 4W 14 IN T5� LOAM �.T. 1 .4 .......... ­4� �44+. ....... +.- -7449/ 'o 0 \Yl + u wo I p 0) J% Z V\ _4 NJ uj -4- ZO 0/P/ ­+4� Sw LU 7>-Y 1-1016;5V4!� \3 Aii 3.. 0 .......... �j < N CIS, \T 94 MO+61 �,77"_ AMY IVI!P.Pg ....... 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W.5�l C 25+24.73 _ . a .__ _-_-------__-- --- --.-_----.----- _ - -_ _. . .-._.. �. .__._ . _ Y _ __ _ . ._ , _. -v . ._.._ t _ . __ _ --- .____ } c� W 7.17 4 17.2a (TYP. ) tq.g5' (TYP ) TO + TO STA. STA. 22+153. 73 i 23+10.ra0 r 0 ti 33 N �J 1�ll d 34 .q I-9 .2Q T Y P TD , N .. sT.e I�,. 21 +'75.q3 L- dJ r � I 3's r i + Lu P20P05ED TOP OF WALL } f HEIGHT E•xTEM510H iq.45 C T P) TO H 25.27 25 27 25-27,114-45; 1q.g5' L--, 31.X0.4 dJ ST.�.. 20+23. 32 lot CL W q7 I C- 1 sq-010, Z r L3o cn a 2rv.t7' 401 + 1650 o v �^ fi Za.m3 �, } 1630 t9 (1: J N ...2 2 � � Ill q S Q 1 ID47-015N�- �_� 27&2 w 3 W 3 w Q �� CL + �' 2�.a .� '- 3 ZEXIST. T.W. 46 � 2�.2t3 + _ sn I W 45•-7 PROF'06ED -�_-•.1 L___ 2 ° 5 po 10 = Z � I 45 04 TOP OF WALL I - Z L\- 24.94 'V T _ O -� 144.+3-7 4370 Ex TENSION L_ �_j 24.2723!00 _-� 43.03 1------ PARKWAY GRADE L--� 22.x3 1 GQ EXISTING T=G. AT R/W �---L_ 22.?10 2} L-1 4 L-- BEHIND WALL i L--� -----� L--� 20.82 2o•g2 PARKWAY GKADE L-140 35 20.25 1640 AT 1z/wL--, I_- _ ! L- - 1620 r L EX 1ST. T.F ! EXISTING FG. EXtS'C T.W. L BEHIND WALL. _ EXI5T. TF i _ _ _ PROP05ED SCOURP12OTF-OTION PF--PTH 1 - _ _ 1 W/STEPPEFN D OOT L _��_.�_.� -1610 1630 I- 0 -----1 PROPE `1=D SCOUR PROTEGT1oN DEPTH SEE SPECIAL • LW/OPTIONAL STRAIGHT NOTE 4, SHT. 2A GRADED r,0?f I NCS PROPOSED sc-OUR - + PROPOGF-P ecoUR FWTEGTION DEPTH - PROTECTION DEPTH �^//��►ONAL ST1?AlGHT WISTEPPEF D OOTi MC-, N HT1 NG CONST. WALL C PROFILE HORIZ•: I"= 40' VERT. : 1"=4' PLAN 27 26 25 24 23 22 21 20 19 18 I - 4It 0 Q II I , BEGIN WALL f 0 tu 1630. 5 1627. T 1624 . 5 I 1621. 9 1620.2 1617. 7 1615. 6 r1611. 0 I. 0 Q 1610. 7 1610 . 9 161 1. 5 I >-L -T- _ G.1. �� `� a e C d • eC WARDMAN - BULLOCK41420ROA D 27 2+ 2# 2} 23 22 211 19 18 _ 17 _ ,¢ SCREEN WALL ON FLOOD WALL J J J Q _j 3 a 3 F' a CL )vc a Z W O� 0C3 CITY N U �j DESCRIPTION OF REVISION DATE APPROVED m + W CONSTRUCTION NOTES : cr W = CITY OF RANCHO CUCAMONGA 0 cn 0 z 0 z 41 CONSTRUCT FLOOD WALL PER INDICATED DETAIL o0 Z J W BLOOD PROTECTION WALL t0 U W = U W J U FOR o � w zQ F TRACT 13565 0 N W SCALE : 1" = 40' SEE PLANS FOR TR 13564 77 / BY FUSCOE WILLIAMS ��Q�O��ND �' A��9Ftic APPROVED BY: j DATE. LI N DGREN Bi SHORT P 9 z CITY ENGINEER y , RC.E. N0. 24953 O M 052 r' NO' 36 DESIGNrr,sr r•,naRECOMMENDED Q 2 ` , P G LC ,-, �. u t s, (11 1 P_ �;_ �,,,-_ "41 -141 is-, nxn, t + ""4 01 DRAWN - �. SHEET slq ClvN_ Q���� GLC .g ZO A OF 28 rFOF CALNli +rF„�;im,• , ,,,,id Sit" v,rs CHECKED �., „� h✓ R.C.E. NO1� DRAWING NO. R J A DATE - FILE NO 1352 C) TREET AND STORM DRAIN IMPROVEMENTS STREET AND STORM DRAIN GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. FOR 2. BENCH MARK DATA - U.S.C. & G.S. OR OTHER DATUM ACCEPTABLE TO THE SAN BERNARDINO COUNTY TRANSPORTATION USED. REF. BENCH MARK #150 SHOWN BELOW. PHASE 5 THRU DEPARTMENT SHALL BE USED. 0 0 3. STREET MARKERS PER SAN BERNARDINO COUNTY k STANDARD NO. 303. 303A AND 303B. SHALL BE CONSTRUCTED AT EACH INTERSECTION. N1 3 !D5bj 12ROJECT • � ' 5. LEAVE 8" X 8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES. ETC.. TRACT O � L OGA T�Q/�/ } I WHEN SIDEWALK IS PLACED ADJACENT TO CURB. Q 6. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUSGRADE OF I \ JR ROAD OR DRAINAGE FACILITIES. A SOIL 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 RATE FOR THE FULL ijPPER SIJMM/r RD. PAVEMENT WIDTH PRIOR TO PAVING. 7. AT THE COMPLETION OF ROUGH GRADING. A MATERIALS REPORT AND W THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY .THE V `{• TRACT ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION Q DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 1 S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. W COMPACTING ORIGINAL GROUND, ALL SUB-GRADES SHALL BE PERFORMED Q 5UMM/7- AT AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DI`/ISION OF SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL. PRIOR TO PLACEMENT OF BASE MATERIALS 7-P -l'-fTeo 6 AND/OR SURFACING. 7Z?/3565 A'�4R1,c5 /.2' 27� 7' 7' S7JO 9. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO L,4N0-� F f�/L Li4l�/Y� _ COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR 'APE DETERMINATIONS COMPLETED TO VER I FY r LQ7,5. _ ,5//G,�,/L14NO A E. A. R-VALUE. SIEVE ANALYSIS AND SAND EQUIVALENT _ OF AGGREGATE BASES. B. STABILITY-. OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 10. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90 PERCENT RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95 PERCENT. 11 . ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE UPPER SUMMIT AVE. VICINITY A SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 5 OF T`!E SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. fi a � PER TRACT 13565, PH. I - 4 S O 12. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR N 1y, NOT TO SCALE CURB .AND/OR GUTTER. THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS cd °C PORTION OF WORK UNTIL COMPLETION. a 13. PLACE CONCRETED ROCK SLOPE PROTECTION 12" THICK PER STATE STANDARD SPECIFICATIONS 72-5 CMETHOD "B" PLACEMENT USING COBBLE CLASS ROCK) . I + ,Q�Ay 14. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY / r TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND /04 y0 ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 6O/ =' 15. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR N/ Z6 SEWER SYSTEM OR ESTIMATE OF QUANTITIES. 15. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION /Z / / DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. ENGINEER NOTICEr /01 / o - GE1 EREO I / /B /B A�?KN/AY' EQ1J55T SERY/CE �0A0 b-6 g''r 17•. EXPANSIVE SOILSr IN EXPANSIVE SDIL AREAS. THE SUBGRADE UNDER 1 . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMrLETE RESPONSI LAN Cq>oE P,4QKIN y i CUlSS. GUTTERS. SIDEWALKS, AND DRIVEWAY APPROACHES SHALL BE BILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION. I r 4 a, FO,¢ SAA/ �EiQiVARO/A( I �- SCARIFIED TO A DEPTH OF AT LEAST EIGHT C83 INCHES AND MOISTURE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT ' L 0 2' 51 7� 1 T I cO�Nrr ��aoD � � SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT SHALL APPLY CONTINUOUSLY AND N0. BE LIMITED TO NORMAL uORKINO I I W U LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THF COUNTY, I I Q/SriP/C T.' THEN BE PREPARED WITHOUT COMPACTIVE EFFORT. OWNER AND ENGINEER. HARMLESS FROM ANY AND ALL LIABILITY. RLAL rOR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS T 18. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND. AND TELEPHONE OR PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE POWER POLES. WATER METERS, VALVES. HYDRANTS. ETC. . SHOWN OR NOT. OF THE OWNER OR ENGINEER. SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE, AND NT NO COST TO UTILITY ATSEARCHEOF THE AVAILABLE TYPICAL J ' THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL 9E ¢ O STREET S EC Tl C N THE OWNER`S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO A/,T.S. 9. ALL C.S.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE MANUFACTURERS SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SAN, SEVAINE AGyq/yBR.4 COURT-• -_- - - - • - - • • .- STA. ,�/� �o . A4#`.�.3.G�' THE PLANS. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE /3*st37? DRAWINGS . THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY Q ' 0�� N.fS. ANA14A/D,4ZA LANE. . . . . . .. . . . . . ..5TA. A005 20. WHENEVER. A STREET WITH PREDOMINANT GRADES EQUAL 3 PERCENT OR AND RESPONSIBILITY FOR THE UTILITY PIPES CONDUITS OR QUO OND J'. A� / ; BALI�l�V//V GOc%eT . . . . . . . . . . .5TA. ,f��S.S/ !t� 5rq 1�iD763 GREATER IS CLASSIFIED BY COUNTY AS A WATER CARRIER. DEFLECTOR STRUCTURES SHOWN OR NOT SHOWN ON TOESE DRAWINGS � y�` y•' � C14jC61Wd VT LANE_ . . . . STA. 'n `5r4- �-019 CURBS OF A TYPE SATISFACTORY TO COUNTY REQUIREMENTS SHALL BE SF',�8.�5' !D 5TA. 57 D6.�r INSTALLED ON THE DOWNSTREAM SIDE OF THE DRIVEWAY APPROACHES. �tL `' 1 G'/?E'STL/NE '�C E 5TA. >�'s8'/1" fp 574. 15-1871 W No: 36C5? 6GEA/DAZ COURT_ . . . . . . . . . . . 5TA. 21 . CURB AND GUTTER. CROSS GUTTER AND SPANDRELS SHALL BE SO _ cc �D srA. 9�5-5.aa CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS: SECTIONS HAVING EAo• 6.?Q-92 HAC/EA/DA COv�T. - - - • `5r4- X35 GRADIENTS OF 0.50 PERCENT OR FLATTER SHALL BE WATER TESTED y� HA 5rIA166 )?AAICN GAME . . . . . . . .ST�q. 'd'�x to 574. 1•��6' IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO CHRISTIE STARR RCE 41138 // 0, 78 lD $r.4 . /-'3j 1or ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" _ L s GtV1� /,:? ¢ LOS QOdGE✓ COtJQT. STA. f 86 WIDE OR MORE THAN 4' LONG SHALL BE SAWCUT AND REMOVED IN LENGNT8 �q MON>CGA/,e COt/,¢T 5rA• /a`'�s76 �° `SrA. /'3 7 NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM 7 8 � � rF O F C A`\ �-/h/ I ,¢�W � fo GTA. /0�7S�CYl SPECIFIED. CI YI5101A AS AMID _ PASADENA COL//er. . 5TA. ?V6%99.7T ca \ F WATER IS ENCOUNTERED. A SYSTF.I". FOSCOE E1JGIt•IEERI G f• � ,SqN L7//yA{ �,q,�0� � . . . . ��sr7T� fn ST4. r�50s 22. I. DURING CONSTRUCTION. GROUND 73"S VoN KAl2MAN � REVISION PREPARED UNDER THE SUPERVISION 54AI 6AB,e/EZ C 41 .5TA. �T�6.2 fv 5r4. 9 APPROVED BY THE SANBERNARDINOCOUNTY TRANSPORTATION DEPARTMENTITE 100 OF AND APPROVED BY= 3D� 30/ SHALL BE INSTALLED ,O DEWATER SAID AREA AT THE DIRECTION OF THEV 1 rI E,CALIFO R1J I A 9 [014 `' ?S /SOILS ENGINEER. . d4 ,� /y � /B/ a X; t7�' { 23. ALL 0.40 PERCENT OR LESS CURB GRADE LINES SHALL BE STAKED AT 25 INTERVALS AND FORMS CERTIFIED BY ENGINEER BEFORE POURING CONCRETE. f/, c 4 I L � ;� RAY OND J. ALLMD DATE � 24. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL kZf On r ,LM/ R.C.E. 36052 EXPIRATION, 6-30-92 1 REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ` 0.5 G.5 �-- - AGJIJAL CONSTRUCTION. PLANS PREPARED UNDER THE SUPERVISION OF AND APPRO BY: 25. IF AN ELEVATION DIFFERENTIAL OF 5k OR GREATER�'X19i��10 BETWEEN ANY PROPOSED SPLASH PAD AND THE EXISTING NATURAL STREAM BED, U NDERGROUND Q,Lt, ! Z% ADDITIONAL CONCRETED ROCK SLOPE PROTECTION AND/OR EP.OSIOA _ OF PROTECTION MAY BE REQUIRED AS DIRECTED BY COUNTY INSPECTOR. I CE ALERT CHRISTIE STARR CPROJ. ENG.] DATE RCE 41138 EXPIRATION 3-31-91 ¢ ¢ 7 TOLL FREE TYPICAL 60 � STREET SECT101�1 27. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER DESIGN TEAM: KIM YO UNGBLOOD- _ OF AN INTERSECTION II MUST BE MAINTAINED IN PLACE NEXT TO THE TWO WORKING DAYS RECOMMENDED FOR APPROVAL: EXISTING PAVEMENT UNTIL SUCH,T I ME AS THE WIDENED ROADWAY IS OPEN DON BUT LER - AQC AO/A WAY 5TA. ,�1s 79 •he SrA. /511303 WI LLDAN ASSOCIATES FOR TRAFFIC. AT THAT TIME IT WILL BE RELOCATED THREE (3) FEET BEFORE DIGGING CQ�S C�A/"rq WA f' sTq. �,, �b BTA. 9.st. 4' /Oµ5?. /1 to s'T,4 19�:s5.15 BEHIND THE NEW CURB IN THE VICINITY THE BEGINNING OF THE CURB BONNIE FRICK - �'^"""'�' CR£'SrL/NE PLACE SrA: .2�+6'TN fn 5TX►. 5�'38�lS --'�'"`�"�`_ '_�''. "�� IL f_ RETURN OR AS OTHERWISE D.RECTED BY HE ENGINEER. SAN 5El/•4//VE T �7f7P.�3 c+ �+ A I F I 28. APPROVAL OF PLANS BY THE COUNTY OR ITS AGENTS DOES NOT DAVE MOLNAR - U M01/E STREET L/GHT Fk:q dR� REV15E0 DRIVEWAYS SN TS 3-5 � _ RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE BENCH MARK 150 �OFESS/®N TONY IS A - g Aoo 9�,it1/iI,C, sr.P/P/Nl,. grata STAT �►csHrs ON e� sr�/s*t µ :/ gd REVISED OR�VEWA>/ SNT. 9 73.9E EX? 3/3! >1 CORRECTION OF ERROR AND OMISSION DISCOVERED DURING Q 4, FD. CHIZ �® IN THE ! vs co u. CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN MIDDLE OF A �c� \S�\E L- ST,9 FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO. REVISION SHALL BE PROMPTLY SUBMITTED TO THE CONCRETE HEAD- ,`�� �P '99 yC® Rrsos g , Suite� � , ADJUST" :.TREED ONS' ROAD DEPARTMENT STREET AND STORM DRAIN IMPROVEl1AENTS COUNTY ENGINEER FOR APPROVAL . WALL, AT THE �'� 41138soc .SHEG'TS' S to /O // /Z /6 9 24. rj: DESIGNED SOUTH WEST (714)354-Olid ' - ROAD NO. �/ I� 2 AUO 9,f1Yekv1,4Y e 9f/E� ,.1 -17 Br DRAWN BY CHECKED BY APPROVED BY Ems' ' ",S E 5 T H R L' 10 CORNER OF SUMMIT .c 3,3r-cJ ��!` '""°� ",' S'TR:F�7 6/E'/17 �G+^,1TiGY✓ AVE. AND EAST AVE. * EXP. # ,, � ' /USES SAN 4 590 FIIE NO CITY OF RANCHO Q• rF _ _ s MITTEo BY I C.o.E _ TRACT 13565COCAMONGA BENCH !„4 CNS �� 9i!/NE9j ASST. COUNTY ENGR.-ROADS DATE ' ..• RECOMMENDED/APPROVED BY MARK NO. 150. , F" 4 .4Gm D/1SE0s rep Sw7-§ B-/0,13,/5-/7 1.r,. fZa- SHEET ' of �� 4F CA�� Civil EnRineC�rs • Land Surveyors ZY/ R3E 6`7- i�ES�l/�,�rioE.y �• S�E,vrq lZ • 2z• ?8 _ EL. 1507.007 ARK REVISIONS APPR DATE ASST. Rom COMMISSIONER-ENGR. DATE COUNTY ENGINEER DATE ..J -. L .,'.J.,.1 C. ' C. -..OT1- w .. ICJ �r�lfflt CONSTRUCTION NOTES AND QUANTITIES STREETS QUANTITIES `/QE �UQNq�aU� NEi�DE�P Solt/ Cf/4�t/NEL N0. DESCRIPTION PH. 5 PH. 6 PH. 7 PH. 8 PH. 9 PH. 10 TOTAL UNITS } 5 ,o ii Z i3 11L 1O CONSTRUCT AC OVER AB Soo 5ERNARDI140 CNTY. STDR PLAID No, IO¢ ¢8,786 /D¢, 9/7 82,400 85,!0/3 9 9,87 6 58, 229 479,82/ ✓`P. � 4 \ T 7 9 1.4 EIP41, /7 7 20 ►ll/ I '4 6' OCONSTRUCT G" CURB 1 GUTTER PER SAN BERNARDINO COUNTY STD PLAN Na IIG Z,398 3, 995 1606 416-S0 44.--72 4725 90,476 L.P 3 8 \ CON£BTRUCT CRO66- GUTTER ! SPANDREL PER r*AN 9ERNARDINO COUNTY Z \ 3 TR PLAN NO. 119 84x0 g410 8 ;/092 8410 740/ SE - 12 1 \ O S _ .- - �� � z5 ?3 40 CONSTRUCT 51DEWAL.K PER SAN BERNARDINO COWnY S'TO. PLAN NO. 1o<i�Mpv r¢ois x/80 2o,Doi 22,o/i P3, 5/7 q, //8,82 Q SP 29 28 17 u 14�EQ�� 26 [�5 CONSTRUC'T LOCAL DEPRESSION PER CRGG SrA/VoARO No. .518, CASE "B" ¢ / 2 EA. f 30 2-6, � 4 ZL 27 29 GO CONSTRUCT HANDICAP ACCESS RAMP PER p>:-rAll- AS S►+OW►4 ON SHEET 2 784 /,9510 784 /, 9510 1,956 784 8,220 2Z 23 2 0 ..y; _.. i CONSTRUCT RE51DEPtTIAL DRIVEWAY PER C•irY o� .rq/VC'rYO 3� 3 sT,o. owG: .v4 ,mos .�9 .�?9 �S>y 43 S►O .30 233 �lJ. \ G�i4/BJ:FYiL"T eb E.C�"/.�L O.P P .4.P0/ N _... _ - .. ._ 1 '` 2 /7 r le 2 (2 ewmrT.PC/CT 8 relow, G7/T7'E.P .oE.P 6wv ?,rAcw.4po1ND S'TO. //,5. /lo 99 976 749 �'4/ 5,362 L F ;v� 34 2g 8 /� ( lzlw /o l8 .PEMO!/E B,4�P�P/C.4UE PE•P s,4N BE�iV,4�PoirVO 5'T,O. ,�L,4/V �n5. B � 2 8 '4 •� ' 1721 Z5 9 /N5'T,4L L eST.PE'ET M,q.P.t'E.PS' .�.P 5.4M AQE.PN,4,PXP1lV0 COUNTY � 3 3 9 T 2 /P Gi -;Z4- c; - _34- 30 O 7 14 CdN.S'T.PY/C T T/MBE,-P /�/G E f ENC/NG GY/Til 6W-E- OOEN//VG / / Eq cC I 31 23 Z / j5 Q �E.P e4/V.BE.P/V,4�P0//VO CM1,417 FLOW Ca'oV7lFl9L O/S'T,P/CT S'TO. v^i9/62 22 /5 CONSTRUCT UNDER S/oEWAL/G LIRA//V Pe'R C/T Y OF / EA 31 /0 3 I RAMC O- CUCAMO/VG.9 STA. 34 3 /� l'aivSTirUCT SioEiV /.4L O.P/kEAV,4Y ,4ER C u�crTy O� s.�A/ y � // 4 � R O L 5800 LC/ylE3l/ f�iP 6y .�G� 10 A40 l Z 9 5 jo Zy /NE7A' 9 A O CODh'O A44TED ABV OEl/ELDr'�ER. � � /9 16 /3 / i�vST,q/G ST,eEET L/d'h�T 954 L//•YIEN,g' i�!�S.Y, 8Y 3C.E. �A/O �9�/O i 8 /�- 3/ 19 /D CGZO/N/�TEO 8Y L�!/ELO`2�ie. _ r /5 7 33 32 r ♦ �A ' r 39 1 I LAA1 35 2` LA.? N\ r / 40 ' o 2 15 3y 1 2 s 23 3 -33 "' I 4Z 14 7 31 2 \\\ /7 8 33 \ � STORM DRAIN 9 10 3,, �. NO. DESCRIPTION QUANTITIES l0 a 30 7 s �, PH. 5 PH. 6 PH. 7 PH. 8 PH. 9 4DH. 10 TOTAL UNITS x i3 \ 2/ CON5TRUCT 60" R.C.P D- LOAD PER PROF/LE) �L x /¢ \ 31 Z9 / O ( f 1 � ?2 CO�1/STRL/cr 54" R.G.P. (D- LOAD PER PROF/LE27) LE Z © CONSTRUCT +a"R.C. P ( D- [-4 4 D PER PROFI LIE 349.108 349.49 L i �+ +1 sv 44 43 ZS ' \ 18 24 OONSTRUCT 42' R. C P. (D- LOAD PER PROF/LE) LG 24 /2 2� /3 20 /B 25 CONSTRI/Cr 36` R- C. P. (D-LOAD PER PROF/LE) x/4¢2 LG 22 2/ 17 \ 6 4 ?!i CONSTRUCT 24" R. C. P. (D- LOAD BER P.IPOF/LE) /24 83 /P�333 LF Zo /� l 31 G 27 CON5TRGCT /B R. C.P. (D-L OA O PER P.POF/L E) 291.BO 29/. 80 GP ac 17 G 1/✓ 11 /8 3x 30 I /5 28 CONSTRUCT-30' R. C-P. (D-LOAD PER PROF/LE) L F 29 CO3V5r IUCT JUNCT/ON STRUCTURE "A".SER C.PCC STD. DWG. NO. 508. / / E4. , 1 • I /o 37 28 ZS /3 OCOA16MICT MANHOLE 'A"PEQ CRCC STD. DWG. ND. 5/O. 7 7 E'4 38 APAROX.3/4* EXCEPT t 31 CONSTRUGr MANHOLE '�B"' PE.P L'RCC STD- DWG. WO- 5//. Eq APPROX.RTION I sAMP SLOPING R/w I 36 35,B 27 /wEu O CONSTRUCT CATC// BA5//✓ ND. / PER C.PCC STD. DWG. NO. X02. 3 3 Ek I ...... .w..•..n..: ....w.»- _.,......... . .y .+www UPPER i SUMMIT 1/4" 33 caws TRUG r CA TCN 6A 5/W NO. 3 PER C.QCC 5 TD. D WG. WO. .504-. 8 8 ii4. EXPANSION JOINT 34 CONSTRUCT CONCRETE COLLAR P" O.C.E./N.A. 370. /5/7. SEE 6A17 2C, 10 2 55 A. GROOVING• DETAIL © COrI/5'T.PGG�'T `Y/rl/G TYKE h/Er40l1ri4L L f�•P 5AN.BE�PN,4,P�//✓D •� C.4T�A/ 8.46/x✓ GYY�(//✓TY .ATO. /pL,4N /VD. ZD9 / / EA• 4S_� �' ay r '� I —slp— STORM 0.2',Q/i1/ �NSrAL L 2/P- ,24P PE,- ClrY Oi ,2, A10 0 ed,04Mon/GA SrO. .5i7. 1 / E4. ' ;;2.. .E .. R/w ; I INDEX M LIP DETAIL WEAKENED I PLANE JOINT `C../ G3J/VS'T•P!/CT 3�".PC.P�O-60.40 Ftr.P P.Ft�F/[E� 6 05 86.05 L.F. 0b I I�I a 2001 A 5T,PEET A-fw PAIz 5 IL I/2• LIP I L-F- o R� �; I _ o,�,4SE ,v0. `C�CCC/TY OF .Pq/1/C.5/O CUC.4MD/V6A-SEE Sr5/EETS 1 I , 0 200 400 l pp gpp 5reEET MAMCO PL!%5 SIDEWALK RAMP NOTE _ ?,4, PB. ,4N,r PC of 24 _ � sroP .5h , J QR 1. RAMP SLOPE SHALL BE 8 . 33% MAXIMUM. 6 . MODIFICATIONS TO LOCATION OR DIMENSIONS OF RAMP SHALL REQUIRE - /, �`�Q ��, ;, oar 4,rz SO©IUM f',4POR ,S'T. L/4s�T APPROVAL OF COUNTY ENGINEER AND BE SHOWN ON APPROVED PLANS . CURD FACE EXPANSION C,� �,��n QTE Y .9 H•tSH �i�E8.S4�i�r< 2. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 3j" GROOVES JOINT x I 9TQeET L/lr/S/TS' S'f/O!•1/N S40iU.H v-9Poe ST. L/lT. 7 ,1 . 14;r 36052 y ! m ' ARE Foe ,gCf/�M.4T/C- RECOMw1ENDED FOR APPROVAL: APPROXIMATELY 3/4" O.C. SEE GROOVING DETAIL. 7. THICKNESS OF CONCRETE: 4 IN . MINIMUM. cc �x4 5 �r �� z ,CJU.QB09ES ONGY. TO BE 11fILLDAN ASSOCIATES 8. X INDICATES POSITION OF SURVEY REFERENCE POINT (#10 ROUND CG�ivST,PL/CTEO PE.� 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, IT SHALL HEAD BRASS SCREW, MINIMUM LENGTH 1;" ) SET FLUSH WITH TOP .SIDEWALK RAMP DETAIL CG�/NTY ,?le .P EO /'Liv1*11 BE GROOVED IN A HERRINGBONE PATTERN WITH ; GROOVESDATE SEE APPROXIMATELY 1 O.C. SEE GROOVING DETAIL. GROOVES OF CURB DURING CONSTRUCTION. NTS °� ��'�.'' t. ,�Q SHOULD BE ALIGNED PARALLEL TO CROSSWALK STRIPES TO DIRECT 89 9 BLIND PEDESTRIANS INTO APPROPRIATE CROSSWALK. WHEN RAMP 9• USE WHEN ONE OR BOTH INTERSECTING S Q 0 A ECONDARY '1 ?x %Q � . HIGHWAY OR WIDER. R EXP 3 3/ IS NOT LOCATED IN CENTER OF CURB RETURN, THE SURFACE SHALL 4 N/1� FIELD BOOK REF. W. O. No. HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN �7 ��E L. ST - COUNTY OF SAN BERNARDINO Fuscmu�� ng�'�""°� s"�1 STREET IMPROVEMENT PIANS THE SURROUNDING SIDEWALK. � <r\ X99 Rkvrslde, Caltfomla 92503 AOJUST STREET ELEY,4T/O�t/S'. �Q? 2 89 41138 °x"' . (714)354.0161 = .400 Gu/*Ei✓.4Y z- STL/4/./> * 4¢ ROAD DEPARTMENT AMS - ROAD NO. GL�'AT/D/�/S'. DESIGNED BY DRAwN sr CHECKED BY 4 . RAMPS SHALL BE BUILT AND FINISHED SO THAT THERE ARE NO ca X I r - -t1. APPROVED BY TRACT ABRUPT CHANGES IN ELEVATION OR ANGLE OF SLOPE. 3- p"d/ , � • `„1.. ' !!pc// 'T QU,4q/TiT/ES r pASE05 4 G 90 13565 FILE NO Ex 5 . SIDEWALK RAMPS ARE REQUIRED AT ALL CORNERS WHERE CURBS AND/OR ' , s A+►ITTED eY C D E PHASE 5 TH R U 10 135 21 SIDEWALKS ARE TO BE CONSTRUCTED OR RECONSTRUCTED AND SHALL `'/' CIV��- RECOA"AENDED/APPROVED by ASST. COUNTY ENGR.-ROADS PATE qt �' ca�u En�> • larwt s,�ynrs CONST. NOTES INDEX MAP SHEET of BE AS SHOWN ON THE IMPROVEMENT PLANS . F OF CAO _ 1 Z • 7-2. $$ �A ARK REVISIONS APPP DATE ASST ROAD COMMISSIONER-ENGR DATE COUNTY ENGINEER DATE T city of rancho cucamonga STANDARD city .of rancho Cucamonga STANDARD STANDARD DRAWING DRAWING city of rancho Cucamonga DRAWING STATION LINE A NOTES: W- 21 1. CONCRETE shall be 560-C•3250 Portland Cement Concrete t t 22"OPENING FRAME AND DIAMETER CLEAR 2. CONNECTOR PIPE shall be horizontally centered on the wall OP NO. 3 REBAR a"C.C. IL"1�2AND AS SHOWN _ 2 � 3 I / ACVEO 530'OR APPROVED ALHAMBRA DY. Or the catch basin which faces the connector pipe. 24 AROUND FRAME _ 2 EQUAL. i T.C. ELEV. -it � ��� - 3. CURVATURE of the lip and sidewalls at the opening shall be formed CURB LtNE _ 2 T +I "END by curved forms and shall not be made by plastering. R . 1 1 CLEARANCE(typ) 4. DIMENSIONS: D ' I / ;z- W shall be as specified on the plan (41 min.) sem. s TW OF -; L_ Z " __ 44 V shall be as specified on the plan. t 1e up PAVEMEPIT W OF T.C. AND F.L. ELEVATIONS -, - �- EXPANSION D = 1 unless otherwise specified on the tan. >r4-pertt. A /� R TO BE GIVEN ON PLANS J� , � - - �4�, -ANCHOR �JOINT(iypj 311 s i P P . i u I - - 11 --- - -1 - 1 or 9 �tR 4-4 -y 11� t = 8 if V is between e4land 8 ' I I tufa# _ - /�R:4" I t = 10" if V is 81 or more �, 0 ;A W 4 Thickness of the wall under the opening shall be t ♦ 2" when W. exceeds 7 '0" o' -•�' GUTTER �---C •--f--•- 2S" DEPRESSION PER STD 318 \ 1 CONTRACT ITEM cuaa Al GUTTER L....A �• STEP SPACING TOP VIEW If V is 3.5' or less, no steps are required. MONOLITHIC If V is more than 3.51 and not more than 41 , install one zr SEE STD. DWO.301 FOR NO.3 DEFORMS step 12" above the floor. I • SEE STD. Dwc. If V is more than 41 , install steps 12" apart with the top INLET DETAILS BAR A B C D 918 FOR LOCAL \ o ■ -�- DEPRESSION(typ) \ °0 '" step 20" to 24" below the top surface of the basin. 8" Id 8" 22 °OWf'` I When the basin has a channel use V minus shelf height to 12" 18" 9" 21 :M' _ ll�. ' ' e' I t" �� determine step spacing. NOTES: v'I7E � ►` ,= :r: I" I'A DOWEL DETAIL �•• PIPES shall be trimmed to the final shape and length before F-4"(typ) FRONT OF BOX TO BE USED WHEN TOP IS concrete is poured. 1. TO be used whenever the flow lint gradient i3 Ie3i thin .Bozo t TO LINE UP POURED SEPARATE,ONE AT EACH g V STEP- ALHAMBRA _� WITH TOP OF CORNER FOY. A-3320 OR !01 CURB Y. SURFACE of all exposed concrete in basin shall conform in slope, 2. Weakened plane joints shall be constructed not more than 10 feet apart. APPROVED EQUAL .'y , grade, color, finish and scoring to existing or proposed curb 3"min and walk adjacent to the basin and shall be free from protruding 3. All curbs shall be constructed in accordence with the latest edition of the R:3" wires and nails. Floor of channel shall be given a steel- STD. SPECS. FnR PUBLIC t:ORKS CONST. unless otherwise indicated. troweled finish. 4. Place 3/4" dowel pins at all expansion joints when flow line grade is less 6" MNL e" W TOP OF BASIN shall slope 2% toward curb except when otherwise shown M than 0.402. Minimum of 4 on the plan or to fit existing sidewalk. To be poured monolithic _ •' with S/w if curb S/W is used. ' N t FRAME AND COVER shall be located as shown on sheet 1 unless other- °°' D . t•_ wise shown on the plan. W SECTION A - A C PAGE I OF 2 CURB �i GUTTER 1 n F1 CATCH BASIN I PAGE 2 OF 2 .. M cit n ineer rc.e. e - 50 - CATCH BASIN ��- »pea _ 8 C F W/ 2 GUTTER y g z/�/P/ d � 502 . . city �glneer r.c.e. 2}8 9 'dote o ° Ilk STANDARD ( STANDARD STANDARD STANDARD city of rancho cucamonga ° '� city of rancho cucamonga DRAW city : of rancho cucamonga DRAWING city.' of rancho cucamonga DRAWING DRAWING 1 N G Angleshollnot"Mif 450 (��V _ of man line flow T L (eel tips 16 o.c. �•'�+• W '�, when side flow e s cetti s 10% �� 3/4 round N --1 F! D,-----I F f- r-- MOTES \t�w,uefa ' 6I'_6" I 1Dt► 3 I-TABLE of YAM3 for F are on t63 Stondord Orowng,Sheet I. _C7� 1 T r � +.(� Yon -- _-- _ t, 2-CENTER OF MANHOLE SHAFT shall be located am cater line of storm drain whin tfiirneter Q 13 49-olr 1933. A / A4 ■4. l2C ? - 1Ih which cam place E bins symmetr"c alwlif shaft at 43•with colter line. B7A , I3- LENGTH L shall be s'-#'unless shown otherwim an ifTmitemert�n. At option of Contractor L laip k L ta' LI ti ,'f OF STRUCTURE L ,- ( J irlrna3ed or location of manhole shifted to meet Alpe ands. 3 -�*- 1�Y � ABLE of VOALUES FOR T J PLAN 4- DETAIL M:When depth of manhole from street grade to top of baE i31133 than 2'-Ioll'W pared streets K t H CULVERT I�. B T 0 I tl+�c3 Covera*� -- - - I - o Iwo E bar, i Y-#'for unpined streets,constnKi mOn011thic shaft as per Detail M. The Contractor shay hw i T_- i'�i 4' (- OL CRADLE E TISARSRANSV # >•4-� . 1S" 4 V- , '- r• a-i e.c -Cawde - _ - � � ars,(�' option of constructing shaft as per Detail ld for arty depth of Inaf11101t.When diameter Q IS � -'� T , T t=_ �O , t�2"'+`. `< 1 " --------�---- -- pest this stop f�' I k33.cefter of shaft shaA lot located u per Noll 2. r°Uj' f I I ...> •' (�" 1 I 04BARS ft"I .` tt" 4 O Prod 31re - i AT 3 C- t t • • :✓ zr s- m-� `^ ' I 5-THICKNESS OF DECK shad Ywy when necc33ary to provide leve{pips Wt.bat Shall not be kis than tabular g'T ':":'•::.. ft+* �` lr I I I H - All steel reinforcanNr,t h n All ante(relnforctmin# M 1 J W TOP Z tt+� ,y ` )`'�. 21" 51/4* I tsoT t t �-` ^ y zT" s 1 -I F t---Ds--� F{- r•�fir awed Jinn, 6 ;, *d-I' rri+w woes for F shorn on this plan. # 4 @ 4"o C. S e.ona+ Iwot+on 1/2"Dia 4"04. }., yam•' . �+nd i 6-REUFORCING STEEL 3611 be round.dohnned ban,1!'ckar flan fico of#gnash ta*33 show► othonli)e. I +}►r`t•• #4 BARS sr r' p�N Y 2r tr w ;r 1- Etas _ Sias»d len the are 3halrn n table belotr. PLAN SECTION 8-8 DETAIL N i STATION r yi 4tA AT 4"C-C 33" t IA" ('�Insl1 net s�wJ t` li O ; POI' ++�q4.k-� 3t" t1 Strut fra.r e1d aerw Apwrr,bro Foundsry A-1493, 3_ D)Mry 7- CONCRETE shall be in accordance with the noble of.Concrata Spacificofions. (Shaft no.,shown) (Shoff not shown) yam+ Street Gradin MaMae lrorr,a d cores Sao Nott M Z I TIE BA 3r r or approved equal `% "'`r fi-STEfS snap be 3'rotlrrJ, ahani2ed steel and anchored not 1933 than#aches n the halls of 3lrvcMe.llrlkss per 3rd.Plan S \J 14�t' '4 AT Cer,vet0 ri+p and reducer _ •a: g Mal. Min + Is,C-C v 3e•seand4rd ow¢No 312 pound edM odwrwi3e shown the spacing shall be I'-s'an centers. The lon3l step sha4 be not molt than 2=# T .t 24-max. For ed lit,Otte II 8 V2 �F- IoTnedws •r AM%insert(Alhambra Fdy. A-3320 or equal.) 4 ma■ M�,�T 2'-10 U2"for Pored streets For streets •' 2'-b6-will,pared sfretfa :`^ w .. RINGS.RED(KER.AW PIPE for acu33 Shaft shall be seated in MWItMOrtar'and Iltatlf Panted or*IPed wait 0 MStrut Groot ($e.Nott P) 9- Minimum 3'-6"lar unpaved areas. � Stn Ntte 4 ^•:• :j�'• Con_reu,rng 3- 3" �. .!:�: eL31de the Shift. a reaucr per ConneN rings per (min) �'rm+,d _ refer SEE NOTE 7 �:ed �b'R.e.► '�:%: .`;�.�. •:.'�:''��"`i`r 10-STATIONS of minhoks sfwwt an inprovernad plan apply if cents of 36ft f7erations 3ho.m at 3Mions w Sid.Plan s►a.Peon 312 �?_°--� r12'�e 3W �4-: "t prolonged overt grade Ones. MAIN LINE STORM DRAIN >fer Alps r--r-c-------_---t r-s'ac. E1lrf •�: •': - -' 4'14"mortarfillel Roundtd0et PLAN ' I r 1 TR tarn DETAIL M • (I-FLOOR of mailolt SMI)lot steel-tto*ekd to springing int- omit this step- , •P of inlets �•' In paved streets F I ANY STANDARD _ p bars �a Mole 4) 12 BODY of inarthok Shall be poured it ane cantirxlous operation.except thif the Carrtradar Shall hast Iltt option of _ paved IImin B.. , 11'g �g g j 8' - } Roundedgesofihltfs 2'-2"foru paveddstrtttts 1 q.. TIE BARS-A'1 ►IPE JOINT J"t+� �'••:' s �1ht Y1 CtM a CaRStJ'YC110n tI(h i IOrlgftlldtli)hRr}�• .� - , • l AT 1e"C-C ..., A .,cnttre s.[arrwrw«s _ is 3 radius •, r M A Ute Std.,MANHOLEter ein et. ; TIE BARS;a•4 AT Ir C-C 3. , / c• , S S r s s M 1 (Pogo I f3 2) for side M A'1 AT 4"C-C y I �F F ._. . (min I #4 BARS c nNff"24'dbrMfK. .. AT 4"C•C 3'ti•- ' SPRING I/ D 1 I '•• alwtfi0a ,s •tt s-s s ssse o -' • , (met#(#whom oppNeo f 2' �. LINE/ I ' �; I r All WS �, e" at r wspoin( T B 9 ' E��• G /3" Li 14 BARSAT ACN I •'. • . .• 'mss (tyP) y, \ V TOP Z BOT. s ' ' - TABLE OF VALUES FOR F T 3'_5 none T' T • 3' 6• T ��_•`� .', . ' SECTIONA-A-A' SECTION A-A GENERAL NOTES SECTION C-C i : / • H nelgnr M(.n Sec.A.A and Set.B-B1shoN Dt not Nss mon 4'_O';but may lot Increose0 of option of the Engineer provided that ► /�v�i .� ;yJ E ban �sed See N&s i•' tine:value of M snail be not Nss than the minimum specified and that the reducer snail be used. For H(in Sec.C-C)see (�` ' ' P. UNDISTURBED -t--- ---�- 7.74 e• L•Lengtn L shall be 4'urrlens otherwise shown an morovtment pion. SECTION Y-Y EARTH }. ''•�,... .. �• a.e' M-Shofr shoe oe constructed as par See.0-C and Detoil N when depth M from street grade to top of Dolt is 1033 than 2'-10 1/2"for SECTION Z- Z I 1 3' • ' wvedsrretrsor Y-6"for unpaved areas. NOTES' i t D p ban I t' 'p•• P-0epth P may De reduced to on obSao uto Iinwr of 6"when larger values of P would reduce M (In Sec.C-C)to S.6"or Isis. 60 2ale• a call IO -r T.T snail be e"for values of M up to and Including 8. T snag be 10"for values of M over 8. 1. Values for AA,CAE.FAL,elevations R and S shown on Mnpwom.nt PWL 1 2. Cradle may be omitted on side.opposite lateral WHIN when connecting with ealatMp storm drain pips, d • 1. Stec-shall be 3/4"round,galvanized steel and anchored not less than 6"in the walls of the structures. Unless otherwise 7-4• D b��ta1 k ed 3"'ac E tars sfiatll be spaced 4~Qt: 1 le b13 Shill bf ND•3 SpOCad 1� O G sho.•n,sf!o3 moll De placed I'-4'on cantor. The lowest sten snail be not more anon 2'oDort the ledge of the Side Of maMONflooc 3. Transverse reinforcement in pipe shall be cut in center of opening and bent to units►m distance horn 1 I ' top and bottom o1 junction Nwcture. m I j � � or fryer, � 2. Reu+forcrna steel shill Dt I/2'round,detorrned,straight bort 11/2' Clear from foci of concrete. 4. Concrete shall be class S 0 0 - C- 32 S 0. a I I 715' n, • - W1tel1 L grater than S-Cis specified on rnproremerit plan cat�lt D bar?al 6�O.C. 3. Flrationof a holemonSha l shown an improvement pion apply at ctnlRllne of-holt. , 4. Floor of manhole shall be steer-troweled. i Reinforcing steel shall be 1.3" clear from taco of concrete. 1 I i " Lengths shofrn in table are for longest fah.Where shorter bars are required,lend Or cut S Rings,reducer,and plot fir access shaft shallop saotadin 1:2 mortar and neatly pointed or wiped inside shaft. t Floor of structure stroll be steel-troweled to spring line. ^ ---r o ^. :edge shall be sloped of 2'qtr foot. T f� ;'':,::'' IO Batt field re rement3. 7. PROVIDE A CONCRETE ENCASEMENT ONE FOOT ABOVE THE TOP OF THE MAIN LINE PIPE TO THE LIMITS OF THE -Gra-4 fuels = T. Concrete-f�:}000 oil of 28 days. CONCRETE CRADLE IF A JOINT IN THE MAIN LINE PIPE FALLS WITHIN THE LIMITS OF THE CR ADLE. 13- COVER woo have setter 0 M center. S Monnolt snail shall of 4-6'ond Junction Structure bottom width shall be Increased to 4'-0"m,n,mum when M•1S' Use Std. , '„ Set Nth q SECTION B-B Plan 312 with 6' thick rings when M-15 11 II PAGE I OF1k3J1 PAGE 2 OF 2 r PAGE 3 OF 3 JUNCTION STRUCTURE A A _�8 MANHOLE 0A 508 s rr MANHOLE A �r MANHOLE 5 0 rc . z„t9 dato 1Q (It engin er roto#,2388 dint (OUTLET DIAMETER-39004 LESS) Ilyngfn r r.c.e. ate 0 city, r.c.s. 51 1 ,0 ESSIfjN 3 A�� �P ansa 99 y� FIELD BOOK REF. W. o. No. COUNTY OF SAN BERNARDINO ��o� 11651 StedingAvenue, Suite ROAD DEPARTMENT STREET IMPROVEMENT PLANS LA� /f. ✓ Riverside, California 92503 ROAD NO. Cr_ -.514 RECOMMENDED FOR APPROdAL Bit (714)354-0161 DESIGNED BY DRAWN BY CHECKED BY PHASE 5 THRU 10 F KP � � �' APPROVED BY \ WILLDAN ASSOCIATES W 4 FAX 774) TRACT 13565FILE NO �Z / T MMEBY 'OV C.D.E. ASST. COUNTY ENGR.-ROADS DATE 9F A`` RECOMMENDED/APPROVED BY SHEET of � RC.E, 8949 DATE (Z•12 • a 8 1/91Civil Engineers•Land Surveyors RK REVI APP ASST. ROAp COMMISSIONER•ENGR. DATE COUNTY ENGINEER DATE C STRU CTI ON STANDARDS 2 a 24 EXP, city of rancho cucamonga STANDARD STANDARD cit of rancho cucamonga STANDARD DRAWING city of rancho cucamonga y DRAWING DRAWING � Mtonhde frowse and LINE Slew ft,* cover Alhombra Fdy. Te Ian ban STATION A-1493 or equal. :.� r - , Clow" 0111111,11111141 -� t '•' • I fact at carte E A NOTES: A r, Concrete rings and I reducer sae Standard 1 0• `' 2t 1 . CONCRETE shall be 560-0-3250 Portland Cement Concrete . ; 1 D . No 512 T -e -- T I 1 2' 2' 1 , 16nwr 110k.11%pow strwal, I ' I I o"►rs r 2 . CONNECTOR PIPE shall be horizontally centered on the wall ------- 'ts.eSi a Sl�a'aeai �_ ._J NO. 3 3" 2" 2" 3" . .• .'•.••• REBAR 6" of the deep portion of the catch basin which faces the C C AND r I As s -teT-T'��� '�'^^1�t �'�`"�"�-T_T"I NO. 3 REBAR 6" C•C connector pipe . �-,�,,,� 3eRcP SECTION GG Well AROUND •--_ _� r.r . -r •-•-•-+ -_ _r _I BOTH WAYS lef►attna/ t I FRAME E-f: �\.,T r-t-{- I- t - :rF_ (tea ) q, H-•- s'ae1 sem' a Yptp4 s4r rttC m x� r T II t EXPANSION 3 . CURVATURE of the lip and sidewalls at the opening shall be formed r-r ac. ; ! ,robs +i 22" ++ '� -4 -f- -i i - -!-1I JOINT(bD) 114 bare M by curved forms and shall not be made by plastering, ; �, .rl,.. .._ - - pavwdswuh-� i r ., 1 ♦♦ 4♦ - -+ - -+-♦ -r-+ s •'-4 its- '• ' l +. -C „ ,- , i -i I i -�- -- 4. DIMENSIONS : N►ar �. -•- - -a_..a as •- s _•_4_4_1-+-4-a - '• • •t-a-•-1 H , { 26 I w shall be as specified on the plan (81 min. ) Aters Twban 1 _ Rte„, c .«_- - -- -.�: +: - ,- 1-=1r - -�-�1 ` R°4" V shall be as specified on the plan. .. : ''� ,r Sf Eli"---- ?_--•--( ANCHOR ,curb D = 3t't unless otherwise specified on the plan. F �� m L - f V { 0 Mrs w - 6 i is �+' or less .-t- •rr Y ���',� s t = 8" if V is between 41 and Be �• ' j 3 } f= I�ialnd tea, LOCAL I DEPRESSION PER sTosle t = 10 if V is 8 ' or more I �-• • lois s� F t.3 radts F ...: _ .: t-•e,.A SEE STD. DWG. 516 FOR •��. e . CONTRACT ITEM LOCAL DEPRESSION (trp) '''r ' ':� k`".• .'rr' Ile►ars e;;r,: �,•. SECTION I`+M_P_O PLAN VIEW NO- 3 DEFORMED �eckd an P-P-O BAR 5. STEP SPACING S-s z- �+_�---�-,�„ DETAIL All �- 1 , (3.e►Mee sJ i �a'� If V is 3 .5 ' or less, no steps are required . r�pescot , If V is lfmore than 3 . 51 and not more than 41 , install one ' o.c. 1 step 12 above the floor. t� - - - -- N i 6 lel Leve-1 1 I eeiwupdecttolff. DOWEL DETAIL If V is :Wore than 41 install steps 12 apart with the top toprovtde level Pipe seat 22" DIA. CLEAR OPENING TO BE USED WHEN TOP It n z • ' FRAME AND COVER, IS POURED SEPARATE, Step 2O t0 24 below the top surface of the basin. A`15iti OR APPROVED HAMBRA FOUNDRY ONE AT EACH CORNER. When the basin has a channel use V minus shelf height to o " a It Seat for idt EQUAL. e�" 2' determine step spacing. �� 1 ohm topisr>at s - -- - -- - .=- - - - - - - G. PIPES shall be trimmed to the final shape and length before 'i _ DOWEL -- � I I I'' concrete is poured . P PR _ y Z I � ban Sa 2'•• stat I FRONT OF I l _ a , , ti r..... .. •. •s.i.. . '. k= BOX TO UNE UP 7. SURFACE of all exposed concrete in basin shall conform in slope, F :• • , ,STEP-A ° 4•• (,*,1 WITH TOP OF 3'PON• CURB grade, color, finish and scoring to existing or proposed curb W Ta tiers, ��,' titin If t>an cban� A-33tO 1tyP• + FACE 1 l 011 a t and walk adjacent to ,,he basin and shall be free from protruding c • APPROV � 3- wires and nails . Floor of channel shall be given a steel- I EQUAL min A and g8r troweled finish. (� `1 \Def' stn. t Rel„ w I �' g• /; -� 6" Min. a O 3. TOP OF BASIN shall slope 2`% toward curb except when otherwise - - , 6" �; �� o °' ' shot the 1 to fit sten sidewalk. To be poured - _ T . I /0{M A�AIM�T r. mono�i� liic wih S/W is curb /'vJ is used . N ; e r UMOIZaTUR�[D OR � -- _ tee•.•. �' I J N coXSTU D at:ouND T 9. FRAP4.E AND COVER shall be located as shown on sheet 1 unless `- D other-wise shown o N � n the plan. a SECTION C-C rF � F1 LONGITUDINAL SECTION SECTION A-A LAJ (Shaft not -,hmn) o � � z PAGE 1 OF 2 zti � � � �� �� PAGE 2 OF 2 / PAGE I OF N z g, CATCH BASIN CATCH BASIN 4*3 z �� u engtrteler r.c.e 23883 date MANHOLE 6 1 . J \ / 4 city alneer r.c.e. 238 ate I STANDARD � City of rancho cucamonga STANDARD city.' of rancho cucamonga STANDARD city of rancho cucamonga DRAWING it of rancho cucamon a STANDARD DRAWING DRAWING . city � -_-- vorioDlt p DRAWING _ I--------- (10'min.) ----------- ALHAMBRA,A-12668 OR EQUIV. t------ .l Side Opersng I i Side penning I ---K__r. SEE NOTE NO. 0. Anchor o Basin , I i I Basin i i 1� 1 I - VALUES for A.B.C.D,.D�.L.0tvatwn R.and Elevation S re show an the Improvement plan ' 20 or P f �.F.. I i i 1 r Top Of Curb-, I ' --- c.F TABLE of vaku.s for F and T hereon W _ _ , N 3 @ 3"C.C. N 4 bars continuous cc -- -B , Laterals shall be designated an improvement as N or left,f n the direction of stat A -� {----------- - A 1Y1 0 or W F9yL� �1r.Gr-- ____---- -AIL cure Faces Equal---- --- �'"t s �5,� 2 - LATERALS.If laterals ender on bdh slides of manhole,xcess shah shad be located onside recenett thesmallerlateral -- Endwall (tyD•I G Vt' �o i n T A plan 'o""'Z 1` S.t' �^ vorloDle 3 - C1:NTER OF MANHOLE SHAFT shall be located over cerda line of man Storm dran when D rs 4s'ar less.in which i r ' �� IMonolithic -Straight Grade Ste Nott 'F' _L_ case place 4 E bis 3ymmtfr,Ully Hound shaft 45e with center litre. -� -�,; ��� �� Anchor Guner CASE A 4 - LENGTH L(shown on rnprovement plan) may be nrreased at option of Cortraclor to nett pipe erns,but"chante See Nota B �-?t•I;�------------�•--->t- 1 , 0 ■ Pipe Diameter D in location of spur rm5l be approved by the Entnter. SEE NOTE NO.2 �r ` 3X3' - W e Bottom Width of Channel '�---Variable ---"� I 5 - DETAIL M :When depth of manhole from Street trade to top of boa Is Less than I'-IDE•for paved streets or 3-6' Oimensions shown on plans -Curb Line t-----L----!{ r--K - -y for unpaved streets•construct monolithic shaft as per Detail M PLAN / P " Wetted Perimeter of Channel 1 12-� I �• Side Opening p 1 i i The Contractor shall have the tion of constructs shaft as Dead M for ,�„th of Manhole. L EXP JOINT(TYP) �� ----5,JTQZ91 y -, I I Basin i I - { C.F. _ t Per "`Y ` ---- - ---- --=- �,� - Whin diameter DI is 4e'or less,center of shaft shall be located a per Note 3. Ike 3 FIOr --Stn.Gr- v 1 r•� n if 3 P 3'C.C: See Anchor Detail Elev. shown r e ,> _ - 6 - REINFORCING STEEL shall be round,defl3rmed,st li�brs.i J*clear from face of concrete unless %Ivan otherwise. Manhole frame and cover on plans r--2., Poe Tie bars shall beNo.3and spaced lean centers or closer. Elev. 4 mi"' o G �e fit. u 'A L, G 1C---� on plans-� %'1 4NJ J" C.C. tool 4 �,J a 6 C.C. 3/4"LIP t si o onoDlt Steel schedule detailed an enprovemerd plan �4" - t t �� j ser. Gr. See Note*F' i _L SECTION D-D 1 - CONCRETE shall De n accordance with the nada of Coerc►ete SOaalicotions. �-+r-''- V r CASE e e p May be Open � - � Sere NaIe'B' CASE B D See Nole'B' 8 - STEPS shall be 3'round.galvanized steel and anchored not less than 6ndies In the walls of structure. Unless Channel � T�'6'1* �--- .• ., --1 tri.. athKwise shown the spxint shall be I'-s'an center. The lowest step shad be not tno►t flan t fee! e , -''„••�'! - - For construction through I __ above the Irmrt. AlhombroFdy.A-3320 or Equal.) v E I -- -� ' _ lft 4w SECTION A-A existing cur p,rl move curb(: �, ;r -_______ _;(£_ -_���� 9 - RINGS, REDUCER,AND PIPE for access shaft shag ►t seated in cement mortar and neatly pointed w gutter between nearest weakened - pioned Iomts.Replace with coldioints wiped Inside shaft. r -I �"•"• S""' "1 -- -- --*-- V�`� - ++- ---►+ 10- STATIONS of manholes shown on Improvement pian apply at intersection of center Imes of main line and 3'x 3'Construction Joint NJ@s-c.c. �a its ( t--•o•�`,, :.,t' ELEVATION � 3 Desi Rock : i • �Q�` , r i c.� spur. Elevations shown at stahoes refer to prolonted Invert trade lints. c f T/arC.•iL s _- - Full Weld �Yn �.-------- ' r---- c Velocity Classification ---- --- ,- II - FLOOR of manhde shall be steel troweled to Winging lint r z -i' r 5 bar (ft./sec.) 12- BODY of natthole,Includmt spur,shall be poured in one cootintms operation,eaceyt that the Contractor shall hoe the O F --5tr6r• .-.Sli6r- "�� ^� 6 • 10 No. 2 Backing ` s "'�� t lint a construction pint With Ituib" k - -- G option of plaunt at the spr nE'nl ?°i b^t Mph f = s• I'4riaaif 3 N4 v! � 3• 0" 3" leg at 90° --6 6 1a • 12 1/4 Ton v Jol � o l3- ELEVATION'S' apyhlS at CMIK of nun Ise m prolongation of Inrett of spur i 12 . 14 1/2 Ton SECTION B-B 2 lie , z'xou4 a 4 0-� _l__ __l_ TABLE ! wLUES FOR F ANO T CONCRETE 3tECIFICATIOMS Galvlm[ed Steel Angle 14 • 111 1 Ton ANCHOR DETAIL 16 - 18 1 Ton s«,e.r1r��' 0 .`S«�.,b%' D;. F e T - CASE C - 1 �-- T' see c 30 or 3W SELECTION OF RIP RAP lase IL • �• NOTES 7 See• C• 3254 1. Concrete shall be 564-C3000. NOTES 2. D• side diameter of pipe or depth of channel. 6 min t' y1'_- to"- 14- SN- S- 32Se 3. Section to be sloped laterally with too conforming to the 0. Local Depression shall be Class 8 unless otherwise, specified on generol pion. -� grades of the existing sidewalk and curb. 1�-a-A 4, Manhole frame and cover may be deleted with ripen channel. PLAN b. Elevations at OUTtr corners shown On gtnt/a1 plan. It n0 elevations are > 1 1 6 __ 5. Trowel finish too surface and reproduce markings of existing sidewalk and curb. LEGEND ON MANS specified, the outer Idiot of Local Depression shoo conform to finished ]6' 1 e 6. Trowel finish floor of outlet. street surface. y 42' 7 _ _N - O c. Stakes shall be set to grade along Cha roller Ilse, These stakes shall not be . _ 4 . - r• A > removed until lust before final finishing, - 1 NOTES �- ' '` UNDER SIDEWALK • 1. Type of Rip Rap d. G = 1 feet unless otherrtst specified- K=S feet unless otherwise specified. �-y,i in 507 s. Regular Ouxry Stone L :6 - " �, - _ _ DRAIN c"Y a eel c• t e b. Rounded Cobblestone H=4 inches annoys otherwise shown on general pion. A o e. Points A and B shall be set of H inch below existing gutter grade. - r , it• e Broken Concrete (only allowed upon approval of the Agency) -2 I. Special details governing the construction of this Local Depression on vertical m i curve shown on general plan. z t2 2 1. Placement N a. Minimum depth ■ 1 1/2 times average stone size - RECOMMENDED FOR APPROVAL b- Rocks shall be plated so as to provide a minimum of voids. w (4- COVER sdwM have rotor 0 in center. WILLDAN ASSOCIATE c, Surtax rocks or concrete shall protrude to at lease 1/2 their 'e"i`al d'�`n"a" LOCAL DEPRESSION FOR SIDE PAGE 2 OF 2 d- Rip Rap is to be placed over a natural bedding, or it may be O a }^� 511 RC.E. 2 949:C: DATE grouted or placed over a gravel bedding when requited by ec- Z/76 / OPENING �OTrN BASIN , R �7 •� MANHOLE v the Agency, O`ESSIQ city �inee r c e 2388 d tt- city r.c t d to f Q� Nql EXP. 3/3 /9! ELEVATION ��p Q\S��E l STgy9 <l FIE D BOOK REF. COUNTY OF SAN BERNARDINO W. o. NO. 44, z Ott 11651 .Srce,�;,, �,uc•„►,<x, ti,,;m.1 STREET IMPROVEMENT PLANS _ FUSCOE ROAD DEPARTMENT cn a, Rivevvitle. (,al;�„,,itt )-Sll-f ROAD NO. RIP RAP ENERG ( � L. -1-4)35-1-0161 PHASE THRU 10 I �� � IP FDESIGNED By DRAWN BY CHECKED By 1�7��/ 1 © FLX(, a).�5-1-1810 APPROVED BY 5 it sn r r 11389 dolt DISS�Pe �TOR 1517 �W �, � � IrLINDGREN c ee .c.e.2 `f ,Q 5'1BMITTED BY . _ C p E T RACT 13565 FILE NO J> C�V,�. � & T S,jB MMENBY Id PROVED BY ASST. COUNTY ENGR. ROADS DATEREC lF OF SHEET of 1',,t;i„c 1.rr„t1.1,,,y'r•,'r,,:c -- - _ tz- • 2i .8a ASST. ROAD COMMISSIO ENGR. DATE COUNTY ENGINEER DATE CONSTRUCTION STANDARDS 2b 24 ­47 96 • STA STANDARD ho cucamon a STANDARD city of rancho cucamonga STANDARD city of rancho cucamonga DRAWING city of rant 9 DRAWING DRAWING ho cucamonga STANDARD city of rant DRAWING 2;'rilp sisal M rw:fe►c.d.Alt 2 f rima aha. be nwteresd wide hde frame and cover to be hnreotateol hMa.1'eWS'r�p IseNo23*91 haosl fond 6'rin=s Man r shall be rvfb%ted lelt}1 tela +ed Manhole from* and cover to be shale be reinforced nth fear end • . . : ••...- . . e p•. Alhambra Foundry: A-1495 , six Iroems�lied wiftl NLWA.S.&W.lap Cement mortar PJham&a Foundry: A-1493 , six hssJalT tied with lie:K A.S.ew.pe �.' ► t. ► w or approved equal. faire l enc pat adw Nelle 3 It or ooproved equal. ore S o.c. Cement Mortar s ► / omit under.Nols3 Three ai 9 2 [ l en r Y r 1. 8• I T Tic" sin YariaMe,"!f ti i� ariablitnet to T , I , is T2f- exceed I-i iO just to re relied •a m I Adjust to regsired '«_ f' 3KtiM S e AatM with c6weft _ _ fK j dletMla i, o: FACE PLATE AND ANCHORS • ALHAMBRA FOUNDRY A-7111 Ste Setils he N will concrete « •''• rings. D I OR APPROVED EQUAL - for pili detailsrings. enter 14 AIMsMe yeas etrea �• ' u I ADJUSTING NUTS TO BE TIGHTENED AND SECURED IN PLACE '4' a 5 6' IMI to dieted lin!!k F- l WHEN STEEL PLATE ANGLE IS IN PROPER POSITION, T- �'^ �• �21 r 14� 0 6' ":OR Z I o 6"• 2 O'DiarR 6" ' U 1 PROTECTION BAR �• CROSS SECTION .` CROSS SECTION FINISHED 1 12r min. I PAVEMENT 3• :� . • N t .: CONCRETE RING < I SUPPORT BOLT- ALttAMSRA FOUNDRY A-1572 IOf , , : _ OR APPROVED EQUAL + �', '►•- CONCRETE RING � .- �,�• tb ~ } • RsrlK fNltied 'r RedsCK AA be lAst ^.�6+•_ - ' f t � Ill�/f =rL o'• r ° '° 't »Ir]6 R f rmw t.helited ftd poured concrete K } • IL rwnl pbalnpd a1Mf loll .' ► ): lAlhambro Fdy. A-3320 :::� cerrfringrl c+.ncreh ° Alhambra Fd A -3320 `i•- a equal. ° D Y' 4 I 7 �. � r-L � or Equal.) NOTES 'e SN Rldresr Seetiwe far jllitlf deteia « «!40 }se :�: , � •� - 'r �'• ,,.• t Any sterdartl Me jest 1-CONCRETE for poured units shall be 1 ; 560-D-3250. ..•. ..:el o�ole. Drat 3� • I. ' . fl ' I, :' 2-JOINTS shall be filled with cement Q 3 I .1 mortar and neatly pointed or wiped _ 1Cetb 2 •��i .I on inside of shaft- 4 X Dian` !� �. 3-COLLAR o f cement mortar around ]l'Csstrifti2aly Sptst CeecreN p9pe l es�ludild rsinfKcwmeef a• 2 l/ r t .•. cover frame shall be omitted in sl"l �"0t �"' �" I / _ o' 3�R.CR rock and oil 1 streets and i n »s••w effective aria I , -�- � paved �4 � I:�.••� streets. / ' 4-CONCRETE RINGS shall be of the dimensions shown and reinforced as ••�� ":�.-�=d'Oiar� shown hereon. - �I �.. -'� a "r' 5-STEPS shall be 3/4" round galvanized At pip sect HALF SECTION NOTE Aar arsierd Pte end � steel . Top step shall be placed <., �` Of ta-•CONCRETE COLLAR-TO BE FLUSH WITH FINISHED PAVEMENT. Sx2'IRpme _ directly beneath the manhole covering 5 REDUCER USE 560-D-3250 PC.C. NOTES: r with legs eXtendingin[O Wall of (Ferenc .iMtCentrifuply Spus Concrete Pife.) THE CONCRETE COLLAR SHALL BE CONSTRUCTED ALL AROUND THE Ti•'S shaft on radial lined. Width Of all MANHOLE FRAME a COVER, AND SHALL BE CONSTRUCTED UPON A 1. Fate plate shall be «nb.dded /"in adjaeeM curb on each side of openirto. DETAIL C steps shall be 1l in between leg can- FIRM AND UNYIELDING SUBGRADE SUBJECT TO INSPECTION PRIOR TO VERTICAL SECTION PLACEMENT. tors. Except where shown otherwise, OF 2. belts are fear shah M In diameter plain Catch Embed p at each end. Center in opening when supportLl spacing of Steps 1 n shaft shall be MANHOLE SHAFT NOTES bolts are not used. Not required to. Catch Basin Type 303. 1 ' 5' between ten Le r s. ALHAMBRA Fdy.. DETAIL C shall apply when centrifugally spun concrete 7. Support belts are required if width of openirly exceeds St. Maximum spacing of halts is 4•. VERTICAL SECTION A-3320 or equal. ) pipe and rings are used in manhole shaft, as per Note 1. All expooed metal parts shall be galvanized. or 6-CENTRIFUGALLY SPUN UNITS may be used 6 on Sheet I . �KK'E SHAFT at the option of the contractor, con- forming to specifications for Centri- TRANSVERSE REINFORCING STEEL for 36" centrifugally spun �• concrete pipe shall consist of coils Of NO. 2 rods 3 OF fugal Concrete Pipe and to Detail C \ on sheet 2. spaced 4" c to c or closer. MANHOLE FRAME 5L2 c� r 7-LENGTH of sections of 36" R.C.P. for LOADING TEST is not required for centrifugally spun „ concrete pipe used for manhole shaft. & COVER ADJUSTMENT manhole shaft maybe 1 -01', 0 the 0", 310", , 11 ties 23BB9 dal. LENGTH of pipe sections for manhole shaft may be 1 '2"p b or 4 0 at the op 2'6" or 3' 10 3/4 at the option of the contractor. t or. � 8-COVER shall have letter D in center. ADDITIONAL NOTES for Detail C are shown on Sheet 1 of 2 W PAGE I OF 3 CONCRETE RINGS,REDUCER, PAGE 20F 3 z�,17 CATCHBASIN INLETCONCRETE RINGS,REDUCCt y e ,neer r.c.e. fr MANHOLE SHAFT cit inner r.t.e. 2388 date �� 5 t ty erngrnesr r.c.e. 2388 a 8i PIPE FOR MANHOLE y CONCRETE REINFORCING Z C -*4 of 12• � � L ct STEEL ' / I L Dz e coeded; collar it required A*is ar 0 is un/qudl p mi or Int permitted . (5-liab at a pip! joint it ��09 \ ,�, O. O 0 Q escteded; tool it, +Mn angle"A•ie grater Iron IM permrlted defNClioe angio. (S.e Toblt), I ITUTE 2 Concrete collars shall not be constructed on morn lint storm drains uniota shown on the plana or ordered �-- J by int Engineer. ° 1 Q STANDARD A615,A REINFORCING BARS t� d Reinforcing shall D• used .hero pipe Biometer if greater than 21 inches and on all pipes where 1M pull 1 ,� `d 0 be1.son IM oftnmihes (see DETAIL A) is 2'/i inches or larger. A CIRCULAR TIES- SPACE DETWEEN No. OF BAR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS \^ PIPE OIAMETER PiPE EXTREMITIES CIRCULAR TIES _ ) \ \ L I 21 ar k,s 2fr 3 OLD NEW POUNDS DIAMETER CROSS SECTIONAL PERIMETER \ 24 to SU• 2 t ar I- *%& 3 (INCHES) (NUMEIER5) PER FOOT INCHES AREA-SQ.INCHES INCHES 33 io S7"-i 2�•or leu 4 4 ,KIK 60'l0 66' 2%7 or less S 1 .25 0 .05 .786 ,Iw tell.l ase �...... ,i... 5.. / 2 . 167 r Where tri! space Dotresn IM pipe extremthu exceeds 2i4 inches,Int number of circular tits shall b! increased � /, Catch eosin plant i Vor:es so swi � Hof. 4, rploin w re:nlentd ; ',� wnJil:ons \ // �� to maintain o rnaalnlum spacing of 6 inches center to confer. Circular ties shalt nave a diameter 5 inches ; Can Dip,a C.M P Mein ant - -• , \ gr4otu than IM outside diameter of the larger pipe. I , __-- • ch •• - o'. s - s -'j4•s•. •-. •tarn swain now •-1- - 90• •-t/e�/rte .��� . 1 1 t . 17 A v _. (_. _ Zm,n.•See Note _.0 r Plein w't &A S ' , See Note 7 - cont.pipe w C.M.P. S. For pipe larger than 66 inches in diameter a special collar detail snail be delineated on IM project plant. I � ,1/see Noce 7 ' s- r f' _ - \ 9 •� % a � ��r •�/ ` PLAN p 6. WMr• Ino DID! is 21 inches or leu in diameter, on interior form Of unsealed Sono-Tubo,or equal(see DETAIL B), `QI eT0-t-1000 a V 1 .57 i UcJ d.ny ul I l --�`=� i m,n - r, Cont. encosement �.CunnttlOr pip! .500 .20 -� Q snail De wed 701 provide a smooth interior joint. The paper form may be left in plOce. When the pipe is 24 ' pipe---- See Nine 4 -'n- UY.sfdt Ete+ 5 O inches or larger a removob le interior loam stroll be used or Ina interior oint Mall be completely filled Wien g' ,6 68 Ith Ly a'0-cera uu.y ...c 4 e-hbn--1 1-- „ ,• i, ° see nose 3 I t Csaa-C nwrlor 0 Q mortar and neatly painted. !•-•--Norn►ol joint � ' m r are 'wined ■itn a concrete tollor, L snail be toot of the larger pipe and p .31 1 .963 \ stwce 7. Where pipes of different dtO oto s I .O�� •��Ipe� IM ea Nrnol diameter of Ina collar Mall De aquae to Ina outside diameter of larger pipe plot 2T for Ino larger reyu.•eJ err �°��' CASE 2 tl pipe. A concrete collar Mail not De COAAI1uC1l4 connoclrag a lorger diameter pipe upstream to a smaller dia- ,pe.d.coNons•'• >Pive Dedmr.q.- •. ' _ - r_p., _e: Noir: MI eeontclor pipes("nl.rn we onytes ape nlreJ for Cast 'll PLAN l--1- I meter pipe downstream unless Mown on rhe improvement plans or ordered by the Engineer. Und nisi YrJ en.inl !%(: !/ shall be wcused .run 10.J +:Inn Me mean line e.ca•Oltd I --� �•► lrinch, or ,,nen lo.d un W. which hos not been densified. 1 ^ I .0 02 .750 .44 2.356 SECTION 8 © SECTION d 03 �4 a The value for angle 'A' Mall De shorn or, enc Improvement plans. iV1 J ` SVJ V NOTES CASE 1 AND CASE 2 a as N O 's When IM slope of the upstream pipt is Hato than the slope of the Oorngnom pipe. win soffits. when the CASE I -- - -- -CASE 3-SADDLE CONNECTION CUT No. 1: Sow.the type at on le of A&2 with the fra"rss ale.Reviling a I 9. D P D D 9D D I 1 Angle A shah be Del"eon ss Forers pnJ of digress and N con"" " 1,P 3 I Ll_ elope of the upstream pipe a lest than rhe slope of the downstream pipe, join inverts. Morn Line "A:'. r r, lorger •uluts of 0,use oVYrpV•i01e aeon Jord slruc lure, jun yreco,l Y Dronc fear Shull be mode one section and tape path sections together, 1orn1lflg fM deflection angle A. d � O / I D snob De 24 Chas or less For irt.ullu noluet of A one 1. con""'.." to yrpet 21 �Uies or less in d.wnattr ..,no., 2.0 44 .87 5 . 6 0 2.749 _ <I.en ftrr.t.11e _/ 10. 9lralld peps may be used In Iltu of o Concrelt collar i! approved by Ino Engineer, / , w:ln sodaes Pipe � Class•C"•••u.Iur-- 2 In no Lose stroll Int wlsiJt kiometer ul Int inlet pipe *e' 2. Trim or cut sOJJIe Io I.I snugly over Int oalfrdt YI Ino CUT No.2:Sow the tube longitudlrlally,rwrrloring a strip 3.14(Do-Winches, esfreTities Annvler cetd one nal the -s.Jit dierneltr at Ire nroin storm drum. morn pipe, ono so its osis ..It De un it..I.ne and Iliad* wide On the side opposite the Open pint. Bond the ands of the cut Interior sefr/oee-� spate Il. For pipe sue not fished in the TABLE, we volues of L,T, 9"A"for trio nest larger alae listed. J B of Ili*opening neclinq p.pe. together and insert ftN tube in fM pipe. of pipe •/'/� l �>•�` l Center I.ne 011 initl molt be an iod.us of main sl Orm Broin J. Tht opeidnq :Nu the pipe sr.oh Dr ret one trimmed to DETAILA �.� (� .� 0 9 �•2 D I a cite Vl ventre Ele•e Non $It sno•n par yr atoll Jruw.ng s. the soJJlt ,u Inot ria P.,l ojecl waMn IM Dere TYPICAL JOINT FOR v ��J/ / B of Int noddle Y pe. • ' h'..n ' `. `� � I�I - I 4 the opening iota the mo.n storm Groin mull be the out site 4. ine tonne U:nq pipe snail be wpcurlw)us sno.n:n Cases 1 ( t`- J REINFORCED CONCRETE PIPE v D 1 - samosa al the inert pipe yluf rich arm nlmum or ! inch 1 oral 2. w 1 . 128 � .o 0 3.544 �._-___- -_..D"alr:t � �_,_L_; _ mp.rrr.�nr I 3./' 00 - Supersedes drowiny of some-u bill dulyd DECEMBER, 195. •••/�• i'qe De JY.nV S Ah conuyo4d rnel0l yip*onJ Lllinys lhotl be gol.w.rteJ TABLE ;. -6,rteery, /-Cut tlw.I LOS ANGELES COUNTY V'e.'fI --Iii- FLOOD CONTROL DISTRICT ^• 6. 11 Anyle R:s 45 deyrus o. less, .ase Gose I. II Anyle 8 - ------------ is greot.I Inan 45 ltq,.ts, use Cose 2. D L T PERMITTED ' ��® et7 3.99 SECTION C C SECTION A-A JUNCTION STRUCTURE 2 ,,J t`/ '/ Burn at snip er.d of connector pipe flush..:In rr.ner srrtuce Cut No. _ -- `• p (inches) (inches) (inches) DEFLECTION ed 0 X0303 CASE 1 _�� � • of rt.o inline OiDe Ro..nJ rkye of concrete YID• at reinforced n A� co nc vele pipe. NO. 4 rj 12 12 4 2•I♦ REvt510N5 1 15 12 4 1.55 ' s';__ - - ..s<• "-- drawings - --- - -- - - e2 13 •� © �/..a�¢ B. SWl:un specified pe opphes of m* mlrrsepwn of inside - -_ is 12 5 5.3 + 3� A It'66ods ed i ........... �• 21 f2 5 1.49 I '� • -_ (� a I-r2 t Co<r..G..•yo woh of...an florin bwnonJ center hoe of inlet pipe. F EaJlelGx` CEIC��d's<LQ.c.•i� O .............. - � 24 2 6 1.20 ---- �C line 27 12 7 I.13 .. _ 30 12 7 1.0 ic,ii o,tl UWG. NO. e2-D19> based on the number of � inches __ L NOr.t I"fe,1966 fiilCT . OI 1 ___ I 33 is B I•ol The new bar numbers ar,. y _. cast haw 2 I 336 9 ]a 9 101 included in the no diameter of the bar 3.14 (4-4)--/ 42 is 9 1.015' ANGE COUNTY ENVIRONMENTAL A� ENT G,-NCY STD. PLAN Bar numtaer 2 in p/win rounds an/y. 8ors numbered 9, l0 and 11 RECOMMENDED OR APPROVAL 45 IS to I•ol net 46 le 10 0,58 Approyed C ' , �� are round bar and equina/ens rn weightand nominal cross - W►LLOAN ASSOCIATE DETAIL B s, is to o•55 c R`�neisorr, „`r;c0r or trol;c wv,ts ( 3 17 sectlono/ area to the o/d type l; l a and l square bars 88 (Set.-Tose,a egasat, fiteritN}Kcal) 34 18 10 0'52 Adoptedt Res 77-92. Revised DATE - JULY. 1952 R.rwE. 28 DATE S7 IS 10 0.49 66 21 11 a`.5 REINFORCED CONCRETE COLLAR- NOTES, SKEET 2 of 2 FL 00 CONTROL DISTRICT � Revised 1 - 19-71 2- D 171 EXP. 3 a/ 9/ �pFEMO FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO. ORANGE COUNTY ENVIRONMENTAL MA G E T A ENCY STD. PLAN Q �d4! 11651 Sterlln Avenue, Suite STREET IMPROVEMENT PLANS FUSCOE S - --- ---- - -- -- -- ROAD DEPARTMENT r. \ E L STg9 f Rittemide, California 925Q3 Approved _ Q. C.R. NELSON EC TOR Of PURL/C WORKS -7 f/'� V� 411 '9 (714),3 54-0161 DESIGNED BY DRAWN BY CHECKED BY ROAD NO. 17 ''a -,+ - --- --- -- - - - --- - JAPPROVED BY PHASE 5 THRU 10 P FAX(714).354-0810 .. FILE NO Adopted: Res. 77-92, Revised: REINFORCED CONCRETE COLLAR SHEET •I °F Z y Exp. S�"� "t ----- ---- - - I--- T RACT 13565 r J : - ------- --- --- KITTED BY_ C.D.E-- - - - - - - ECO BY ASST, COUNTY ENGR. ROADS DATE - R MMENDED/APPROVED �f�lE t.,l'il F.'nkineers Lanrl.Sun�eyors 'Z • �� CONSTRUCTION STANDARDS SHEEN C �f 24 ARK ASST. ROAD COMMISSIONS - NGR. DATE COUNTY ENGINEER DATE JI�'1 f"Ali- 0� j�. i a r Po�P 200 G __ ____.._ _ __ ___ ___ ---..__ _.__ -- -- _- -_____ - ____-- _ __ __ __-_.__ __. -- o%=/� 4 37 0 . 32�to STA500 STA. 30 100.DO- At � . O•Q9P � TA�f/- Tom. 9t� Y O v - 1.01 "/� OM pa pN o w R p p0 � O i i r 2 !� _ `O.'8 J ^ LI8 Ili . d t ' N �� N n - N 6i J p O N► M O cq NAL/8 N � � � °oo ° c o v `� ►.l C'4 i9 , �GtX/ h °$ b �` nj 0 q o LI8 �' �• N ° to V N 0 O n d � �' ,, b oo +fib 1 .1 f 3 \ TTEAQ n m ^ LI8 p ~'-18 M N o "^ v 0 0 p O \ " f� O / �/ rang � 0 4i O ~ � M � � � hN hO -:39.� � . a v L . oma . o . ° - N EXISTING GROUND tag Is o1 I, -11.rs t � R OVER STREET , ya `'8 M �'' m M m Pi=i5d8.18 a,/q, 4/4 4/4 44 �i4 `74A/4 : VI : ~"� I- ` Q O V L� M �1 M Im 1� - 40.00' L • 41. 4Z' �8 6, ' 6ER ,�" 0 � M ,�+o ,� � o N P/. - /607.SO f?/- /(00778 ZOO r p N 4 e� i 26 30.of CQESr�/A/G0 oL. : : o N �.., / = /1004.34 , Ke. . . . . . ' P/ 4 /0100 !/gC/ENOA GT 'I. 1 % o c o ° M ° � o ~4TA. 30100.00. �� MhM o P./. �59/.4/ Z •1• _o. H ° o o v o STA 5Z 4,5-.,00 0 ,� •?9�• _ : 7 S t �„ o n \ 0 0 0 t a� a vc ° /S ' '. F p 7 O M oo p N : �S �, t/8 N J .} o M o '� O �• -r "`+� l�8 � ° o til► h u 6 N 2'9Y�•`/ T,4rVr 3/9%: IN �+ , �O � � a { 3 } 'h 0 0 0. o o M n o 0 0 0 \C o+a . •: �' 10, 7AFN. Iei ' AV A'-GY/T TEA''_ O ri $ n°1 N s S �, � � ry � X95 : M s : o FIN/SHF-D y8 M � a ° ; � I N � � � is ro °° -Al ok ^ ►� N ^ O p L/18 M np ° /8 M � N� ��' `� �\ 8a• vc \ SURFA CE �L o 0 0 �: 4 L/e ry 9 N rg ,� ° V' n k4 �. P/: 11008.DO . . � Lr *' h- - - l v) y9 L/4 6 STA . 26-30.018 s� ►. s 1609 , zoos Y, CP rlg � , � 004.37 f � r a1 I y Sri._ /30 t 00.00 '" $ \► o P./.- /59/44 a9 7Z t1• � R p` p M � � � �, v ►� �, o oC V � h o � o V ►< M � m , 3- 0 � h o '� a N O : 13N � y o0, Ica 0 cv $ O W N mN N � � \ oo a W �. SLY TOP OF C�JRB � a L Mw \ o N � C 8o VC Ya MJ o m . LI8 m . m � . _ _ � � f?/. /(008•�Z . L M � � I$ M M t M �i O 8 2 30. `1 L T.�1 _ G O/ o b . . 5 o � r O N M ..} LI8 �2) + _ - - _ _ _ . . . _ . e : : m v Z _ : , lb 4 RIZ I = 40 HO ' `\ VERT. I"= 4' _ 24+00 25+00 26+00 "" `'°,, 27+00 - 28100 `� PLAN 29+ - - ,30too 31100 32+00 33100 34+00 h � 0 ®Pi � 7 „ = 40' 07 � 9 j .r Ld Z o 4 \ 4. h , b, �w CONSTRUCTION NOTES : 7 CONSTRUCT AC OVER AB PER SAN �RNARDIN0 4 h h� r 4NGKGXEN COUNTY STD. PLAN NO. 104. W a r G\EN 5`�� N� 4 socio yEuo �n y�, yelzow j, c� I , y 20--- CONSTRUCT (v" CURB AND GUTTER PER SAN BERNARpINO .- �P >' �� k55 titi .,_ _ ' ,, _ /�� `! - o'v ��h ,` COUNTY STZ. PLAN MO. 1 I(o. 30' �'Y In T1 3 CONSTRUCT CROSS GUTTER AND SPANDRE-LL PER SAN BERNARD►NO COUNTY STI-. PLAAN NO. It"). l�j Q �. 4 CONSTRUCT SIDEWALK PER SAN SERNARDINO COUNTY 18 p^ �s STD, PLAN NO. 109.6A40 V. gcr�'�y� r� 5 CONSTRUCT LOCAL. DEPRESSION PER CITY OF RANCHO o CUCAMONGP. STO. PLAN NO. 6181 CASE•B� ��0,f~.106/0 rmzIrW'-''� O o �N ' Q : J3.4 : ^o � - ,� x , 4 , -,d � CF ' Q--CAN`JTRUCT SIDEWALK RAMP PE.R DETI4IL. A3 SNOW N 2 `^ 2 7 _ ET • H E NO Z. �V V I' ti@ S' ' 6 � 32' 2 � 0 7 CANSTRUC RESIDENTIAL DRIVEWAY PER C'/7Y O , 2v � ,PAivcf,�a C,L� VA'forva,9 9 rD. o N�3� i 1 T. . \ h 7 D r • ,. G CF ©�LL 18 REMOVE BARRICADE ti P 1 o ;, , /�--- 'Q \� hGH _.. ., ,�,or1 �E �. •,. � � rJ�-�r-1.�r �J �" • p '' •, \ -.. •0 / a �P _ , 2S' Se h� �! s bele. �.li0 ,eA10 Coo.eO1AIW rEO B Y ,OEVE'L 4�.M. s tiF ��;�/•yh � ,NE P PAGE 0 v7 8 Q b ��I .. C S4 3 .2 .� 9 �sa� 'yF 1 (t ti 511.10 ► N ,, �I NE - ' �'�� 1h, x ►� I 33x s� /o iusr,4�� ,ST.QE,�'T L/l�,yT 9�m L!/��r1/ ,y Ps�! g Y • t (o ,�►G►E. ,OA/O AND GG A/iV�9TEv BY oEliE401Z'. -. t cR �� Z GRED �. �P� 'h .�`� --'" ao �� '�•.__. � .. . ..-- " A`�,.. _ (P 19 �. r 5 �� *0 /Ml r,4& �5'TREE r NAME s/$W.45 8 90C/ZE D 8Y Actry 5 �s8798ft ©�Ciry o� .P.4A IC'1120 cvc,4.r7oiuGA /N6PEC OP_ y E� CRESTLINEE PLACE, � � � �� ,� o ,F . � .�V � �'1 f ��i �9 3.3f5863 � � I�i.t°I � 3^ \ "�1I 5c.ds IPA %'9 �,�� PHASE 5- 10 - sa 9+ '4 - 6 �INTER5EC.TIo4 (o yS / � =10t00-00 34 AOb•ol C�PESTL/NE PLACE \� Iss� M b -/O*00.00 SAN GA BR/EL C011PT O�� �'t • � sr CURVE DATA �� SO-¢ s�/D YELLOW �(P R L T QV'p� ESSI0,t -- Q 1351' 34' 1070.00 IG2.07 51 -43 �� �\E sr 0 4o so Izo Igo 8 4852/ 55" (070.00 571.461 30g S0 �. 41738 a �YJ . ; �`� oN0 J. 4( . C Z(000t' 25" 450.00 204.39 103.99 G%a� /� r" / ,���' ��-; �, �'� `p UD 5' 18' 02" 450.00 41 .63 20.$3 . 1 > l 1'11,=T Q �� RECOMMENDED FOR APPROVAL EXP._� • # i r_. •' ' WI LLDAN ASSOCIATES 4Q5� *log 36052 5 E 10020 5Z (08e-00 IZ4.2& &Z.34 .� v Gxa.v3��d� 1 �< / t FAQ 30 v F 45' 10' 2(c (,5800 54-2 44 2?,>Zo Jtq ,. ' �., CrvIL / Q F /�O: 'LC'"• STORM DRA/N PER R•C.E- 949 DATE OJ 20052; 04 465.00 170 58 66.25 Or � ;x �\v- l al C�vl� f�/ EE a2 of 24: N (62°44'Z8 652.00 713.97 Y17.5Z ExP 3/3( 9l I 310 1ej' 27" 432.00 Z%-18 IZI .)Z 117508 rlinRAvenue, SuiteI FIELD BOOK REF. ° ',:;� *�� � COUNTY OF SAN BERNARDINO W. O. NO. SCE Riverside, California 91503 2 '40� D�/,Elf' E' . 9> /4f/rs ¢ 9 90 ROAD DEPARTMENT STREET IMPROVEMENT PLANS QQ 84'52'48 z7. oD 4Q.00 2-4.69 u (714) 354-0161 6 AOD s�N�i✓G sr,P�.'/.vim -- 990 K 7 54 03 z.7. n l ft REVISED DR!✓E IA/AY - L 9 PHASE S �� ' �Q ROAD NO. �� QO ^ 1 •^2 Z(O 03 �+ DESIGNED BY DRAWN BY CHECKED BY APPROVED BY "f' T , 1- © 6e4V 45" 27.06 39.01 23.80 ",,. .. ` EMITTED BY/ C.D.E _ TRACT 13565 FILE NO / �j O 8-7019' 3a' -4T.DD 4.1 .15 Z5-77 X - APPROVED ! ✓&rz RECOMMENDED/A RO ED BY ASST. COUNTY ENGR.-ROADS DATE CR E S T L I N E PLACE c,lri!Engineers • L,and Surveyor. `Z . ZZ ,g>: SHEET if MARK RO REVISIONS APPR DATE ASST. AD COMMISSIONER ENGR. DATE COUr-1, cNGINEER DATE STA 2 4 ♦ 07.9 4 TO STA 34t47.64 3 24 ' _... _... .._ _._..__...� .-. .. .____........ _..._- _...._._____..___._...___._.. .r. .__ _ __._-___.___ _.___-._ ___.__.__� -_._T_. _ - ..._. _._._. ..._..._ _-__.- _ __.__ ....__ -_...__._.._T_._._.._._.___.._.___..__ __ ._--___.__.. _.. T-_____r..__.___•..._.__.,........... -__... __..__ _.__..__. _____.. .._._ ..._._.._.._. ....___._._ ........ ......._. _ _ ..__. __..__._.__--_ ___._T.-__.__... _._--.. .- ._....._-_ _. ____. -._ -_.r .._......._._..._-.._.... -._......... .._T-._...._- .... _....._...._-__ .. -T-_ .___.T.__._- .. - �--- .-._.__. __ _ ..- -­_7___ -_T__ -T ._ -r. T T T _ r : r O . . . . , : . _ _ . _ _ - - _ _ _ - _ _ _ - - . tj + o . : ° M : E�LY TOP OF CURS o a � oo . . . . : . . . . . . 0 STA 3Co t x1.93 % . . - : . . . . . . : to . . . . . _ cr O cp . ly . 1. 77� � �9 16 _ � � 4.03 . $E I 0 14\ : - . : 4 . . � . � +9 t 43 IP>:NncA(, . . . . . . - ' mIt : . . . . o p : : . . . : . : _...__. __ _... ...._-- _.... _..... ___- _ - ___ :_.... __- _�. ___ .._........ _ ___ _ _.-----__._,._ . .____ _.._._...._-_ .__._ _ - __ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - 1580- o � 15 f : . . 3 : . . ! . . . . . Q. . . 4� 39„/x_ 15 157 '3 � � 11Z I 'ROUND , � EXISTING 7� } _ _ . . t o 'i I . �i . . �+ O OVER , EE:T Q . : ni ; . 3 - . � . . PZ•= 1580.50 a 006 . o � Mh Amo o -i � �' � : . . . STA 3�+27.93 �: A. H : O M {�a o Ith �� 89Yo = M . o t�, o o F1NISH D SURFACE: o _ _ T_ _ _ _ _ _ , . . . . . . . . . . . _ . . D ^._ �9 n p � ; VV . � + T- •� $ N 2.3 M + to �O v �o 0 \9 . av> . . • I+m __ . IC3�NT1 L . . . _ _ .. _ - . : . co Q L + o N + /d � QO,, o ' CC % A. . �2 9 o o Q - jj : O . . . W 10F T1 4c ___- - ,.__. :_ ....._ _ _ : - --_ 1583--___----_­-___1_­­--1_ . ___ .___- ___ _ ____ _-__ _ ___ -� - �...._ .,}rJ7�.� _--- ..._... _..... ___ _._ _ . �15TE? _ . _ _ _ _ w .. - . v - _40- I—�_ - ._ - - +-_ - � ._ � 'A0/Z793 LRE.5T6/.VE ,0 ACE -2 v 0 !\ i � . : � . : . . : /00-00.00 GLE�t/OAGE CodR1- r \ �o , ti p! ._ . __ _ - . . . _. . . �} \. . o J . IS a' + oo �`' W`LY TOP OF CURB tt �'°� a` . U r oD` O cu k � o I. �/ I �. . o b /O o rY Q = X � . �v O 581 . _. L 45 OD T/V'V?19 O opo r\ _ N. ° 11) t' + . . - . cl R. I il � � . � 1 4ZI : - N. ci,q. IJ � I I I ; . . � . . . : - . : . � : I . I � � I � . I I I I . . _ _ :. _ . . - - . . 4. . . . . - . _ .Q fj.� �� o In R N J�`' . k1 � d, M , : . I. . d0 LL�/VT . . _ ww . . 'n� a0 `? M � 7O h , . 1= - - - . O O . lo,�, u� p h Z hd �/ �? ,y Qj � . .� 7is(/r1210 b Q� •' - '�" \ V .C� + 9 iv r /2 �C • _ i, : Q J /S Z Z i ,�\ • x00- d' ! z g 1583 155 15710 FL �' TT In . . . . , . ,r 6 ,P -��% � � h h O 1C. - m � `+ P.k1�'� CA f.'l � r O ... C.P C.R rZ . v . . . , k � K 14 ^n In t �= V• -, P.I•/5a..9?N - - . . _ _ . . . : : : , - _ . . : _ / T/C . . . . . . . - . .. _ _ . . -.... - ... - .... _ . : DErN .•f� 9/0 ` ',� b . � L -42-11 � en ' b �o . . . . . . P/ / / _ 4 . . eel.Ile 11 % + ........ .. ....... ..... - - - _.__ ._ ._ ._ .. . _ -........ .... }..._. - .1 . _.. .. _ _ .._.. � _...." _ .. . - - _._ - . ..... . . .. _ ., . . _ ' S8QA0. t�: P s/S125d L= '42.71 • i 9Z . . I : C•R. Po3.� `�4 W . P./. /IBJ.�yf �9 Ti4W.=%89'N, . - • . . . a > h h N °�` . �� h a �. . 1 7 PROFILE �, h � . . I& ,' _ N _. : . : . .1: . - _ :: _.._ _ _ __ . _ __ � e b : : � . . HORIZ I 40 . �` �' h , N 1 , . ` ` ` \ . : : I . o E 4 ' � � V RT. T -� �. _ ____ __.____ ____ _ .___.. _ _.____-__--___-_ --- __ _.._____ _. _ _.____.� _-_.__.___ _..___.._. __ _ .... _ _.._.__. _..._. _.._ _-- -�._.�_ ___._.._ _... ___.__ _._.__.__ 1 34+00 35+00 0 * 36&+ 00 �# & ,,37+00 , .4 ? x,._ 38•_+00 PLAN 39+00 40+00 41 +00 42 +00 43+00 h 0 r & � 14) 1 & ) cl ":i ;, '�, 1 I ,d /Nr 3a � ) �� �° CONSTRUCTION NOTES /� 7 1 CONSTRUCT AC OVER AB PER SAN BERNARDINO Z � \, 1k % , 3 /2l 93 C,PESTC/N iL. _ , l 3 Z ,: ;. " `n 2 /D t D.Do BG ErVDAl E CO 0 ! '>'a % 14 '_4•sa/o` Q� e I /, <i � ��> % , 7 COUNTY STD. PLAN NO. 104, 11 ^ '�\ 3 � I V �,v m / � / yEa oh/Q-� h t"M,ae'�.V 9 11 k a6_3 - T , L� � - YELLOW • 2 I 02 ---- CON ST RUCT !o" CURB AND GUTTER PE.R .N BERNARD I No P 0 "' 1: I . FA /�. ,in 4� �, % � - k ® 0 COUNTY STD. PLAN tV0- Iw'v f' 7/ t% •,. \ zz / � �'\ ® �°) 3 CONSTRUCT CROSS GUTTER AND SPANDREL PER SAN v ?� Q f, D "` G B L n L\� 33 6 ® BE RNARD11V0 CfJUNT`( STD. PLA14 NO 1 19. 7,A A = "sou '� �J , 0 f r, / "� \h 7 11 r to YELLOIf! -• ,.,..�/` 1 �h V ,� ►._ ��. ,/ J, 34 1/ 0 / �--CONSTRUCT SIDEWALK PER SAN BERNARDIIJO COUNTY � a �' A c� �h ��_ P ( -- ��` k _ � %,__ � 1S74 7 1K �, 1 � ,� � STD. .�M 7 0 \��6`�- �„ 4 ,, 4 C,,P tir- 0 PLAN NO. 10°f OD. .1 �, ✓" o S�1O�v ''9 ) �' S CONSTRUCT LOCAL DEPRESSION PER CITY OP RANCRO 2� Ft, -o AS s N !" / ��p '�r8p9 V ® I 7 C.UCAMONGA STD. PLAN NO. IBIS, I �_ ,�w I. 153 C," /_ '� .�1Q+49.14 15 4 ,ter H \ \��c�ui 'T�`�/,v „� � ,+I p / 7 ,r'' (a CONSTRUCT SIDEWAL-K RAMP PER DEETA:I. AS S40WW Q3 5cK cn ID r ���'' 4 , ,� II I' �I+ 4 _- \\ 5 C �` .� . x MBRD,CE, " (q® '" 1� 2 7 CONST11 I RUCT RESIDENTIAL. I�fzIVEWAY PER C/TY OC I a, \ h �� to , O �' Y,eLLoW f .� 2 �� �j► Dc E Z , n b �� \ ,��i,\h� 36' z �''3 7/� \ ,?ANCr/o C�/C��iit��G1�V�GA 9TO. od✓is /l/-` /039 �.. d I' l8 / A.y p 13 (9 \• g q 5 �s� � h , 1 �(n� , z e) *4/ T.4d G .9 T. ,-,14w7' 58 G!/it%1E ,d,�! 3'.�`E- c� oXE•v - o ET 8 D V/ ti �`' gyp' ® e .- ,- 1/O ,qNOr2S?G�''�0��{li4T�Q "•. L7E✓EL PE.0. x 5 SEE SHE Ip / 00 10444 \1h�' N N, h, /o- 2� /ter 13 w;x � f p -' 0V 0 ., �, _ __ COU R'� J h' EOR u 7s�o /v /.cisrq�c .9r. L/��,vr 9 G��Eti .�psY BY d'� �-a 2� GLENDALE m € o z g�� \ti_ ' STS/ 3 /,4/O MND CG�.20/i!/.47�v si G'E!/EG��E� . � -,\ .� 3 �oNTC`tiE •�� Q Q i/1 i s ! g �O 0 'PT T ,• 3 s p D 171 5Q 0 /N.ST/16L u T,cEET Now,e e,W,v E,C C/TY am" G. x / �§�kk.f' , M9f /O' \1 50-q SGI;ip � Q a - Ri ,fAV4WO CWC'.4 Va-,Ve" /4qaP CTM .b �' / 6 �' o / YELLOrIti 1 . � C7 .m., ..w, _�.- ,•. In , \°�a� cc .8, m ,� 14fhis \�`v I I -(17 ' �° r- . e sy 8- , � �� Iia j B �.� _ quo E� X ��� `, CURVE DATA �'V//V 9 �' j ` A _ O 0 R L T COv ID ' �° rrf F 22.5T' I9" 450.00 180.29 91.37 RT _1 h1° s ! ,r - f .. O q 7- c, art ti y © 28 oi; 07" 450.00 2ZO.71 112 .loZ. +43. J''-.e ,•. C N 5' 10'24 E - I Z9 .85 1 - 2L Z EcR ' . -A 0 a �' 3 W D N 5` 10 24"E - 5b.S9 28 Z.6 _� , O 10-20.4.4" 1410.00 2.57.89 129.30 i F 45 I8" 1410.00 43 .19 z1.too CRESTLINE P N 2,0, 0 `� 3 '� v, O S/ 03'2(0" 4108.( r 417.04 2Z3.SI _,�.-- \`A oRaf ESS/0'v SEE �g ' " v C>n H N!5 10'2_4 ISlo.74 � ,�„7_ ',. o / SME T o /'�,c ;h; P� pND j. Al F1 t 9 °D j 12 14 02 1392.00 2017-ii 149.1a "F•_�/, �: �``, Al < . 9 �. RECOMMENDED FOR APPROVAL: � o M WI LLDAN ASSOCIATE J 1!c 53 59- 43Z.Oo 127.42 X4.18 "� . _w No: 36052 ^ ` ONTC . - ZIs2j'S1" 43z.00 1 1.33 g► .�-a °' "�� aa,,s3 ,'10 , = f 6 3 92 �' ILq�� CaURT T �,. i O o p , a�- EXV z'3!/�6 «= L N 5 IO Z4 E - 85.34 - II, / �STO.PM D�P.4//V R.C.E. Z 9¢9 1 T -- .cE�P S.S�EE"7�'2/ 22 M N 5v 10'24`E - 11 .38 `�-•C1- �.L _ , CrVI` `P . OF e4. EXP 3 3/�9l N g� 41' I-7'' /440. 0 2/7.78 /09 /o RpE ESSIp ,. E.. B OK REF. 1 uF cA��4 - W. o. NO. Q Nq 11750 sterling Avenue, .Suite I COUNTY OF SAN BERNA ADINO T OO 95"30'03" Z7_or✓ 4500 29.72 �,��� t sTq FISC E Riverside, California 92503 2 .000 o�e�✓Ew„'r� sr f y�o S REET IMPROVEMENT PLANS k � �, ROAD DEPARTMENT 97.0557~ 27.00 45.760 30.57 `�\ /�P 411 9 G (714)354-0161 5 Aoo 6�'i^//iV4' ST.P/�%icy' S B•9 9a ROAD NO. Q) � III '^'' iPEV/5£D DRIVEWAY � ,,1.91 DESIGNED B- DRAWN 'i CHECKED BY �w 89*Z1'46p" 27.00 42.11 Z6o 70 F c �i STM'- r v"IIIIIIIIII -- - Z- APPROVED BY ��- � ' � �� _ T RACT 13565 ® 90.3£x' 1-+" aTDO 42.71 27.30 ;,��� EX.' -1( /� �� Yrt . EMITTED BY_ y �_i� - _ FILE NO ASST. COUNTY ENGR.•ROADS DATE /"lam 5 8b 51 07 -7 00 40.43 z5.5� RECOMMENDED/APPROVED BY C R ES T L I N E PUCE SHEET of I O 9D• 05'15" 27.00 4Z.45 27.04 a`rl�l CSL, �l1. ►1 Ci it t'nRineers • Land Surveyors - ft - - A I rF MARK REVISIONS APPR DATE ASST. ROAD COM'.,,SSIONER- NGR. •2�ATE !'O'.:• :• ENGINEER DATE ��N• 34 t 47. 64 TO STA. 43*36.45 4 24 ii. � 4k " . �. __.. _._. _ _..___._ .._ __. - -_---...__. __ _ . . v 0 �... h + _ � a V .13 �•o 0 0 fQ � a NIN N � n 99 _ A lb 0 N _ -� -114 -s " \ �' N E'LY TOP OF CV R8 - *-. - -- y 55 111 r 1560-• o � 5Q 15 . 0 545- N j STA.5N94./3 1 IN . . . . . . . A- N U 1D� .� 61/714fjP ' T,4 ON NN \ \ -- .3:. Z icovC .�. 3 V1 \ �� ' - 15l'i0 ,� 3 \ 3 � h M o m1\ L4 144n \ ° : 33�.a; D �j \ N� 3 v c� \ �1 a1 a- .� �n o m �' to N EXIST. GROUND \ N _g N��14) � � - .__ � a OVER STREET _ \ v + cis h _ o __...:. . _. �.... ...._ . _ _ _. _ _ ___. _ _ _ _ _ _ __ _ ____ . __ _ __ _ - . _ - 1560 1555- 1550- 1545- °o b _ _ , . 5 / �• 33.K -:Vol � �� J -3�" � d x � a �� Off . � � 3 . 'r3� Ui \ O . IST �:' n N N ^ °o o� h r k 1 3► _ .3o \ In , : o � V1 FINISHED SURFACE _ �A T.ON= �, '?� f` '3.3IN v 1560+ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ -_ . 15 _ __ . . � . . � 1g� _ _ _ _ _ _ _ . 154,5-% loo � 9' / e � Z47/3 v m V o a 4 °4 �' ./= 1t : N►q a °o s��M . . a 4 g \l M /540 77 * O tl1 M . °N � 0 � � , � A M It m mi UN "n ...... : : _ _ _ _ II,w V) V X11 3>0 o � tp w � i o N `•� H M S O \ D w N h .P�•/Ss9 W !.Y TOP OF CURB "9's`✓� �tel, � � � \ i O - v h �,�' i v�C-f/3 1n l� t . h �,� PROFILE W : L'rP _ ,q'1. ° tiORIZ I 40 � � �r VERT. t"= 4' C� . , .�?. /54:0.36 9 43+00 4 4+ 00 45+00 4 6+00 4 7+00 4 8+00 50+00 51+00 52+00-- 1 N PLAN �� 1" = 40' W Lo �- CONSTRUCTION NOTES : lr� tN-r U m LS t 84 � 51+94.13 CREST Lt N E PLAGE � 0 2 I CONSTRUCT AG OVER APS PER SA.N J Q� 39 C ¢ / 0 7 BERNAROINO COUNTY STD. PIAN NO. 104. 4 1Arr �'�0 .00 C EESTLINE PL.4CE MWD. ,,q�.oaeo ARGADIA WAY � I S �,�,,,,, � - `�� J" � � a--CONSTRUCT lv' GUR6 AND GUTTER PER SAN CENTq w ��' ><' Q ] S 3ERNARDINO CAUNTY STR PLt.N NO. 11G. r A M.WO NG �' � IST 7 Q 7 3 ' /C �I cv 3 CON57RUCT CRO55 GUTTER AND SPANDREL.L. V' ; O` �� z 5 5S' 7 48 + 58•°)4 CRESTLINE PLACE 7 A Di rn PER gAN C3ERNARDINO CQUNT�( STD. PLAN I Iq. 41 2 COURT x `� " C7 7 tv ° SEE HE ? = to+ oo.oo I os oBLEs co Q " �, TN O = 4�-CANSTRUCT S►DEWALK PER SAN I3ERNRROt N0 " �7 9 �► O N I M.W.D. /N�s/ 7 d. �1 \ p h N " r COUNT`( STD. P LAN NO. I O°f. 5 }v Q r 5 -CONgTRUCT LOCAL DEPRESSION PER CITY OF `} a's�orE •i 3; �pI ,° W� /� Z3 Z3 �, 11 t 4 ; 3 Q h 40 Z RANCIAC) GUCAMONt3A, STD. PIAN NO. 518, j J � .. rn cn • ti. YELLDi�/ , 0. 0 ^t � ( N � s � ►�, „ � CASE. E�. ~ �� 95� '��II u1;aU -� to NSTR T 1DEWALK MP R DE.TAII S E j0 .: "..' ,. HQWN. ON�,,,, E �•l �.._ 9x35. Q - ... "' �-- '.e + 2 _�� --1 5 7 CONSTRUCT RESIDENTIAL CIRNE.WAY PER C/rS' Z 2f�� �� . SII \ H �`�_- �. D/ G 2 "� �� A l - - 50 ' 5� 28 ` of ,Parv�Ho c�c�A.r�a u�,4 eTo owl.Mo. :36)411 : �j T G/NOE.2 L K F " _ z .. j . . . `�'�� --,,� ��' G � 18 • . -�---- _ S 7�.... O� .. _. � GF C/ � ANCfYO �.�. �¢7 3 _ - - `�' - � .44 21 ,.,,., , . _ MD/VGA � _, 3 . -G Com_-, &' - - ..-_.__ Z , G• - C..? �j �' ,�`�� 5/. '� , Z / !7 �aj0.3F✓/ I`G�' 3 . . �;.: .v 12 V,4.0' "�, a�: Ih ,c.F �3�?6 'moi --/N9r,4CC S7. L10,Vr 5800 G!//YJf�I/ /'.�oSi! BY ''L v r�t�oiv 4 �� F'' �� „ T ���F P r w 2� . Ip,g0.-18 - '- ,;c �' S� 104119 cvoeo��/ ria Br oEYEI /,e. / /GD=4"'SOL/o I i _ t• 4 ECFV Its{ f /O /it/S7.4CL .S7 elkOWT 9500 Z,0400,S" ,y�s-ti J9I- 2� YELLOW 5 4/ O 11'L �� y y '1S 1 ^ E. /p C'GY.�'z0/n/.4TE0 8Y DE✓ELOPE.@. 7• - ET ' /0r38•/2 SEE _.. - ---.•r �""' 10+43.q_1 ° �` ECP. I `` !� 1 /0+ 4 spicy 1r� 8 '8 CC 1, WAY �►`�-°~•`\.. CURVE DATA ,�' h �, Q- W� 3` A r *4 A O O R L TN "r w r2' /e' /s' 1 D I ET 10 ,1 ID o� © f/ allo T REQu tD BY Ccsrc/NN/SFC r�is a A o � 2-9'- `, •, ,� I ,� b 3 2 SEE SNE 1 �Z Pi4/n/T /Z� W149e /YN/TE L/M/r L/NE. _ 4 30 1410.00 24 4 124 v , ¢, p COIR 8 I I° 09 23 1410.00 274 55 137 71 �''� '� SEE SHEET I n Q } LOS ROgLES © 10 03' 051410 CO 258T 12.94' CRESCENTA WAY +N 2902436 W - 309 32' - -- _ D OE - ' - /YOTE; SINAL E' PER / S -.._.. N29020'384 X44.23 � �� ROUGH CGRAOE ° Oil/•PElifP "S/OEJ9�� ,CIIAN TR /3Sl05 0�'�' � Sln�' � RDS��Slr Q 8 I I 48 1392.00 199.14 99.74 so�C/,4L IOiYG'E_5'/GiV 1 ID CRESTLINE PLAC "� = 0 10032'42" 1392 CC' 256.19 ' 128.46' P f,'�'J ? " RECOMMENDED FOR APPROIAL: N 29 20 36' - 353.55 - 4M T•lev T/lAFF/�' /� x3o�� �, (I 80 23' 14° 142 209.04' 104.71' w/Ty ¢� ° ^F'r 1' ' �' 0. 44 �R WILLDAN ASSOCIATE T ° I , ,� , , NOTE: ^TZ7.4N1 ORA/N PE�4 SIVe&7 ?1. " ICP.t;?°' + //''� 0 40 80 120 140 6 3 142800 181.39 90.81 Mme. [2 / 7 9 0.1-e -��� � '�`' -� r► �, � .�'� �°+'v i i �\P - F C E �9¢9 DATE K 29°20'36 - 245.41 - p� , G., � F'� ,• I ap6SS:,>, FIELD BOOK REF. -` ':A�; X,°` W. O. NO. M 90'2/,� 17.Dd ¢l.s8 Q7/7 t' 11750 Jterlin Aturnue, .Butte 1 COUNTY OF SAN BERNARDINO -N ° ``�' �,�� ' Riverside, California• 9250,E � .7D�/L/ST STf'EET ELEfG4T/ON .¢� ROAD DEPARTMENT STREET IMPROVEMENT PLANS _O 8 0 00'05" 27 0 0' 37.70' 22.66' \ (71v/,;54 0161 Aoo O.Qiv�w,4� �. t .9r. �/eslrs. ,�• I .�u ; � -._ ROAD NO. o ' 1 x11 AO./,' D,P/fE6tAR GO.P /`1`V•O- �JLL"E.SS' I DESIGNED BY DRAWN BY CHECKED BY PHASE 5 TH PU ;0 _ 46.07_ ra _ APPROVED BY �0 97 45' 12. _ 27.UO-�- - 3 _ ,,�► �� _ P 8?°47' 50° 27. 7 12 5.9 8' (�� .t + " rrv�oEiv C.PESI'ENT.1 ~y z�90 O 00 , 41 3 _ - „ - -- -_ � 5 S,�N/,,� f sT,f ,/��; 8 9 �oTUBMITIEDT RACT 13565 FILE NO Q 89' L3 47 27 00 ' 42. 13 26 -(2 `� SMR REIN/SEL) AR/1/E I�lAY .��� BY -_ C n E + - _- _ ASST rOUNTYENGR.-ROADS DATE ORS BYLINE 'LACE L R X90°59',14" '- 2 1 j0�Y42.8 8t 27.47 ' tn.iV�\� ��►`� l;ti i/FrY,tYleE'rS LaYtd S1lr[+e�rS _ RECOMMENDED/APPROVED 8Y SHEET of s 89° 00 4� 27.00 41. 95 26.5 �F � t,c0 -- _ r � i__ __ STA . 43t36. 45 TO STA. 52-t38. 36 rj 24 MARK REV SIONS APPR DATE ASST ROAD CCry%mISSIONER-ENGR. DA rE COUNTY ENGINEER DATE i uhf 33 Q �. y -. .. _.t_ Tom— _.. T— ._ -.-_ _...—... ._. -... .+—�.. �-•-- E L,Y TOP OF CURS ��_ G. . I„=40.57' t= rl �0STA, 152"p. fro f25 d0 p 'r\ V °1 U 0 0 h ^ o a ta off¢ kkv ` \ n► in h •� — oLLI 1530— a �� 0 1525— .� —1525 � N � n /dE•VT/d"•9v � -0.5bx1 , a �� a N. ,. �: � E MG GROUND o I� ` N 0 ER STREET ,Q� rs.�A , T G T,4 54 G75 DO01, _.. v ap o O ' O �¢ _ _ Al (� N. n �- _.._ Lob O O ` * � N o ��4 E � �! h h _' �— '' N �, � N N o N d o �� o �¢ `` -a. 5a yt `' -�� b n h 1�h ,�ry h M ___._� _____.__ _ --_�___-_ ___ _� _-___________ -_____ __._.___.___ _._ _---- _____ __---_____ _.. 1535-� \ m 15'30— M _.._ 1525 - - --- 1525 .._._ _ -..... N. o h ID o � \ a w ,. lb o + ion _ __ _ _ 3 N r. 4 N • , , i N , U FINISHED �_40R7 &l1q, 4 SURFACE h © c, o _ . - �; 1? 11 O a B O-V,-. to N A M od tri � � Q � ryti ti W * np o IA ti tL 4't G � r ' O tri b. h \ tt d T f Q 1535--r- _. __ _ _._ � __. ._. _ - - - 153E3_ '� � _ � o . ¢ _ _ ______ _ 1525— _ 1525- -. . OV r : : _ 54x _ _ . . _ • _ _ - _ _ , n , _ _ N � � ` -d. 90�' 41 �► b; � � ` : : W'�Y TOP bF o N _ _ _.. - - , - z RIZ 1 = 40 • PROFILE • , , VERT. 1"= 4' z 52+00 53+ 00 54+ 00 55 + 00 56+ 00 PEgN 57+00 58 +00 �I 11. = 40' W Z 10 7 Z r m M 19 0 7 � h 7 7 co % 'a m3 m� 7 N m 4 SF TR CONSTRUCTION NOTES ' Q . © � I c 2 sz s 72 Q SNF • /3565 r 3 g/ --� '�" F •, Q` -y •/5 7 �T py Q-- CONSTRUCT • AX, OV ER AB PER SAN SE.RNARDI No 1(9 �.--------T 1 25 18 mss- /7 /�4 COUNTY ST 0. PLA1a NO. 104. ,o' •`I . Z' 152¢.99 F1. :y / �28 °�3�W I �53h 5� -=-, / - _ z S� N �1052�41" t�"24`�4 ° "c 1/p ��! CON£5TRUCT V CU% AN GLM-eR PER SAN SE.RNARD►NG N� 9r, !a .?- = .. 25 1� G GF D r 9 Lp UA o N , 2� C�OUN T PLAN / f =� 4•�4 � +5Z F E 4'E -�,Qo� / 3 T`! S D. NO. �. �F ?' 2 q�-Iv GONSTRI�,T SIDEWALK PER SAN BERNARUON COUKIIY �' T r •' `14+27.o°l /2' -= �,�` G� 113 44 e)7a PLAN NO. 10°l. ��ID1P•� 1524.40 FL / S CONSTRUCT LOCAL DEPRESSION PER CRCC STD• PLAN � 5 4 :. G" F 5 - � � / No. See, casE s". ? , \ i h \ f 73• =5a-- C.ONCbTRUCT SIDEWALK RAMP PER OF-TAIL AS SHOWN ON J h x V 0 ,/ . a' - r _ SHEET NO. 2. „. fin^ „ "' �„ -« • .� � \ � `N \ `��• I `� � �• /� f Gr /y'� / `�_ l .'li '. «..M'.'r'.w,,. � .e �., .a,ya Jnr•' *.` k '. e.x _ < `� ,� v N A• \ Q. TC ! = 20 7 CANSTRUCT RESIDENTIAL_ DRIVEWAY ,� ciTY o.� •' /�T `! h \ RANCf/O CUCAiYIOrvCFA S TO. OWo /V-a goer• W Q 7 Z -] 7 2 Z /N9 UZZ- -4 G/0�HT 580+0 U/d�lEit,' �/�5 K Ul 7 7 Q 7 .4N0 COA�Oiit/,yTEO BY S.C.E. �p 7 / �J IVf'T,a .9T.PEc7 Name TIWIV PE,� C/TY Aw ,fgfpv ,p/O 7 / l © c•Ur,•arV,0AvW,41 I t4 aPe.C'(1, . 41 /NS r4Z L 9/¢V PDS T AS /ND�cA7ZV OrV T•Nis' / AND AS I Clke, f5x 1N SQ -cx0P.. PLACE.CRESTLINE �O RMOMMENDE:D FOR APPROVAL: CURVE DATA _ WILL-DAN ASSOCIATES O O R L Ti 40: �6C ,2 0 40 t!0 120 I60 / !3 AQ 19°21' 5511 �o9�.il 286.13 I(9.2g, QB 19" 2?' 55' G71' 230.00 1 IG•12! NOTE R.C.E. 289¢J� T � STORM OMPA/N.�E.P Sf/EET 2¢ `� p Q ,r ;�� f EXP 3 .V /9/ C i9' 27' 55" 71S 242.23 122.241' O t� L. S� O e �E' '` ���., FIELD BOOK REF. ��� t'r\ COUNTY OF SAN BERN.ARDINO W. 0. NO. Op 3g 44. 22 Go 4-0.5-1 21.09 ,`� r U750 Sterling Avenue, Suite/ _ STREET IMPROVEMENT PLANS _ M y a>t>t� FUSCOE Riverside, California 9250,1 l +AO�J!/ST 9TiPEET ELEl�.4T/ONS. Zi _ ROAD DEPARTMENT O 38 44 22 6o 40.57 21.09 C� �' .., (714)354-0161 2 00 1J,e1YEW.4Y me, sr ; '�'' .40.0 S/e71V11/4 sT,�i�/ PHASE. 5 THRU jQ ROAD NO. ZrJ7'Zg'4�1-'� �, 179.1Jc1 � �, ,, � � 3� * 5 � /�s.' _ d•f-9� DESIGNED BY DRAWN BY CHECKED BY APPROVED BY � ���.. �. M- 1;14 FILE NO TRACT 13565 s� 0`1 ff• �! ��' � � FisrrTED BY � -- C.D-E. _ — !3 { �lE;O ``�';�'� RECOMMENDED/APPROVED BY ASST. COUNTY ENGR.•ROADS GATE L'RESTLlNE PLACE f (:A Civil Engineers • Land Surrvyvrs — STA. n SHEET of MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER•ENGR22• DATE COUNTY ENGINEER DATE `��~' S"*38 36 TO STA . 57 i 69.14 6 `t V '---- ............---- --. -•-____--- -_--_.... ....... -__..-_r__.__. ._.._.__-,---- -.. .-- ._,..___-_�_...__._T.__ ---- -__. ---- - -- ----r-._-._._ ---- _ ... GO'dc. 0 t,..-13FI.8. Lz4ar. o N LY . TOP F C UR B : 100.63 L_ 9.9 f- /C? _ /(o/6 .09 , ' -7 PORTION OF 30 V•0. hv STA. 8,#ZO.00 : : i 40'V.C. I O.G. O'G. 0 ' t'DRT►ON OF 30 V.G.: P.I.= Kvl$.00 0C. rn + P.I.- 1"5.17 PL 5A2.2 C 40 V G.. QM �Oj' 00 STA. 9+38.462 N .t1 a N p £'LY TOP CURB : cbo•/* Q0� m ? Ngun Qca Q- EXISTING GROUND � � •40'�K'.. : : o'� Old + � . �-1•I. EXISTING GROUND OVER q STREET - OVER STREET 1615- FINISHED TANS 2.3T/. aTA.a1+35.22 HED SU 6 • FIN 0 P/. - /lo/%. 7 ),2��.: N N c . _ TA1J=2 2Co'�. �, V.C. . . 0.` , 0 rya + Yi N P•I = 1592.t3U 4 i w 9 ,�•. s 90.00 -► 8.24 °� m S O STA. 8+50.00 N 'Vj + ill � Opp`9 ►- cn h : : : 00 C4 -� -SIL : yc N TAN: m ct1 r : : q ►- r dN r ti 0 : 0 Z Q� ON OQ. -►+co/ 4- 2D-/. N �+ 9 + � _ I°14 �. rS p � n w T Z _ �I� +� m_ -a5 J40 VC_ _ 3.50! _ IVIS 1= HED SURFACE _ . . . . r Z sTAA+57.50 �� N F.OS°f. TAN + Z e tQ 6 t� sA +'l. `:�7,-f AlwO d!C. °` 5o V.C. `V 0 N Xi oc T .19 NZ •L=1 °J � ttl o P 5 3 42 t_ v - - _ - - - - . ._._� . . ,. - , J r J } �' J p t` 4- G STA.3+73s 8g - �''nY�° x dJ - \ � TA� t`O � In _ _ , . 0 • 0. 97 40-e�7 0 f'/. /la/�o.09 ,q G p , O POPT14N OP S0 VC ►�' ►or.1 oc v e. o s7A. B�Qo,oo ti ' "' o oc. P12% ►te 8.00 q �� a 0 �} N N to O s` � O O O N : 2.0% TAN m 2.801. P.I.=15°13.17 S - o rO - VAN cv t aJ + O - .9 N t ►l11�• 9 j : 6- 6. = 3 � ,9 e>r N _ - 6' N >t1 N CL 4 , r _o p _ .� oo v 1 ai h II} k1 P.Ph . _ - m 1nf L`� TO Ti4/VS 2,37i� : t TAN=-3. QD • . cN�f cn P OF • s �� N tn . : 04 P1.*1(°C?8SW 37-N gp `� � a' _ . .. _ rya •�� rfj• �, � °� _ _ _ . _ _ ._ : 1P ,fp'V•C• O �n �• 6. 9 c0 a, Ay - 3�1'�. r?Ir 15�i2.4► : m S LY, TOP. r , N F URB o o TpN=._ . - PROFILE _ 1� 3 HORIZ. I"= 40' VERT. 1"= 4' ---_. __-- z N �,' 7 +00 8 +00 9+00 10+00 PLAN 10+00 9+00 8+00 7 + 00 � CRE BYLINE PLACE � � SEE SHEET 3 0 z � I t9 Iz' 18' ► ' 1i N 0 8 CRESTL INE I v 16 o A� 7 >Y PLACE I go 0 W - SEE SHEET 'I �_, �� I n 17 3 ILL - o� ®�' 7Q4 \ h i �� - 33+(05.43 Q Q -T Z 1 lQ+00.00 A ¢ 1NT 1 U Z 8C� /8• S N GASI EL CO SRT6 ® N �� ' 34+0!0.01 CRESTLINE PLACE� 7'7 ® '3' �./4 II I I� n V j 41- Cr L Q V.l 8 '� I �I 3"�• 2' j E 43 25 �� ; 1�. • � �•' �. � � Q 26+-18.31 � � I NT I I IS sT. 9 °0� ��• - �• • • •` Q• � ¢ q g � I � 10 *00-00 HACIENDA COURT r8 �' �/ =u+30.o1 CRESTLINE PLACE I _ _ -•� II �� _ �� 41 W53y 2511 tb�_, 1�aS.o1 FL � I 1 I �' � � - 2•� Q7 19 t4\W*Z8, 52"WT5� 1 - , 1 .rj p�.(Q• `l�' (• \�°p, j -, 7 *077• (.;t.FV 43 CONSTRUCTION NOTES : °� 2 BHT 8 ul J v b 2 titi - 9 I CONSTRUCT AC OVER AB PER SA;N SERNA 01 6 R:.:•:_- :p. . .�. •,y-a,---_ 'T 1 ` I I � I , r � ,+. r R NO Oc 9l, i ' 6 II 11 ci COUNTY STD. PLAN NO• Icy. '�' '�":" ' 1(111° � .4••;'.• C .- O I ('y R ,I 1� �2 , � Q4 1 s I 1 / I i8 �Q �' G. �3 �� 2 CON TR T �j Q Z5+ 5.4� ., t� I� ' I� !! •. � 0 � � � i2 � �� k � �A� S VC Co CURB AND GUTTER PE.R SAN BERNARpIN1J \ FSR I `SE� S 23 ` �z 5�; MUNTY STO, PLAN No. IIt O M p I 3 7 FA s z 4 CONSTRUCT SIDE WALK PER SAN SERNARDINO CoMNTY ® ♦_ I �' ® � . ,- PLAN NO. 10c).• P . N dS +� 11 ..� 3 3 z '` � 8 3 I ►2' ►13 3 7 2 -. �-CONSTRUCT RES►DENTIAL. DRIv>=WAY PER C� y o� a Q �� 1� \ R�/UCfs'O CI,CArYlOrt.('J.4 6'TO, Q SEE SHE NoT� 2 10� ��-.,. > 2 1 /�t/9TSLL .ST G/4'.yT 58G1� GC//YIEN f/�'S 1! By Ve, ', 57ORM D�QA/N 7'E�Q SyE�r 22 vl - �uo.P4w.4 Timor 0 Y ,OFVSW oiI 3 Ox -� ® /NDiG47FO On/ 7 AL.4�t/, ANO A5 RE4c�le�D BY e-crY %kA5PC�T0k 7 © 4Z VIA/7 /Z ii,W/6• !'(/N/7E Gl.N/T G/ivE, HACIENDA.COURT,, SAN GABRIEL C CURVE DATA �j�` - _ A'4i 0 ° �- R L T hc,°La'''' F�"�� `�� ��� o R�~ RECOMMENDED FOR A PPRI OC IATES AD 38 44 Z2 40.00 40.57 21.09 N 8 267028'44" 40.00 /7 9.75' 49.a(o' c•� 0' 4 d�. 0 40 120 1 R.C-E . 599 DATE (� 14' 38' 51.' 375.00 95.88' 48.20' ®E ESQ t�' ` ' ,�" `P ;' P�� EXP 3/3//9/ _ ;. OD 27'59'57 343.00 1°12.01 ' 97.94 ��� E I _ " FIt LD BOOK REF. �: n� A��` e• W. O. NO. E �Q� �Q\�`\ 5Tq'99 <e, FUSCOE 11750 Sterling Avenue, S� COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS Riverside, California 925", Z A� oeltleA.4Y � sT Z. ..7 9 ROAD DEPARTMENT _ !? °�1 (714),;54-0161 g .400 ,3'i4�t//rtes'f`sT.P/�/.yy 8.9.90 - - O 22$"54'41�' '40.00 159.81 $7.�5 , - �. r•• '� " 8 RE✓/�E 0�2!✓EI✓AY S� _ 91 DESIGNEC 9Y ORAwN Br CHECKED Br PHASE 1 THRU 10C4 ROAD NC. e ^' 7m -- APPROVED BY �3 44 �0.�0' (o�.(ol 37.21 a as __ _ TRACT 13565 FILE NOEXP. 3 QH 12 49 49 357.00 79.42 39.8$ --- SUBMITTED By A4k� C.D.E ASST. COUNTY ENGR.-ROADS DATE HACIENDA COU RT !Q -T_ RE -,d-. BY STA. 7t23.14 TO STA. 10+00.00 SHEET of 41°04' 13•' 13�-35' °17.74 51.08' `1t C1V11. � - - _.. �r - .r �0� Civil Engineers • Land Surveyors -_� 9l c , V tl� �Z• 22•pp SAN GABRIEL COURT 7 2 MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER-ENGR. DATE COUNTY ENGINEER DATE STA. 7+ 75. 11 TO STA. 10+ 00.00 5ht 3SQ� -.... - •, _____. ___ _.__.. - ___._T..._.T - _ ___ _ ...... _ ...._ ._ _-___. ____.. _-__-_ -_--_______._ __ ____-_ _._ __.. ____ _ __ _...___ _ _ _ ---__. _-_._. _ ... __-_ _ - _ ___- __ ___-_..._._ T __ ._ .-.-... _ .____ .-_ _ _ .. -____. ......_ _ _._. .. -- __.-_. _.__-_ _.....__ _.-_- .-.. ...- -__ -7----7 _ _ �. ..... .._.._- -,-_..--_-_.---_'-._-•--._-..._._--- -' r._ __. _. __ -____ _._. -__. - _ _- _. _-__- _-._.. r- __._. _.. _. __. _ --__.. _ -. _. --. _- -. _ _ - _..T_. -T- r �. : . : : : L- 6q-85 t--3$•&t . � : : . . . . . . - - - . . . , O.C. . . P,r. r /596'.3 a N LY TOP OF CUR 6 _ I . . o . . . _ - - . 8 : . : 1595- 159Q . . . . . . . . . - . : : : . . _: . . : : _ . . ' . . . . . . - - - . . . _ : . . . . . . . . : - . . . , 0 s� f! ft i . o {h . i * a _ v 5d KC- . . : : . . . /r/S 4 4 I a !ch `I �+ 39'� W P/' /667-03 " : : . : � . . � . . . P A6.6 tti I� h ", d1-+ g +- 67'A. 11t00•oo . : . , , : . • . . . 0 . : c, -/z z 0 8 � . » IZicA�. ° o . - . : � : ` : . : : : . . : . . . . . . . • . : I : : . . �i i\ o o o « _ � GTA 64 W --c N OU N N R w Ri +�.os EXIST t�G GR D a :' . . - : : . . . . : . . . : . . , h �o► I . : / \ : OVER STREET : . . . o ��2 Z '% �. o h : . . o� to h '. h : f : : �2 \ . v . . : _ _ _. _ _ ___ �_. �, - . . _ _ _ _ _ . . '� 1"tNtSHED 11,N h . �.os Q . . : : . -i �a� SURFACE g ,- TAN._ -7P4•f 4 : : : . : o -/8 ry, 8 . - - - - - - ISg6_- }59 -- -- . : _ . . . / B'? T .9 W . + 4 . 3 Wo . . . . . . . « _ . . - . - - - _ - _ _ . - _ _ _ _ - _ _ . . . _ . . . . tt! E ` 50�l�r '` . . . . . i . _ -- - : : : _: - . . . _ . _ __ _ - - _ 12 `� �f2 a4�- � : R I. 1581.0 9 � 5odC O i 8 . f4 STA 10+73. . . . . 0 . _ ID C� . . . . RT. 1695.02 '% �, t ENT1 4I 3, b�y o O . �. L 42 $0 STA 84 86 14+ . . . m o 64• , 0 . . .__ _ _ . * . . . _ - - _ . . .- . PORT"/O�t/ OF` r y rs' a p.c: v•c . . . . (T ' r N o . . � � o __ �a N N �'�} v ' . o -- o O \ \ : . . . 1 M } : p �-t - ��J'9tA•. A 4 1� � )� : 111 p 1� � t t9. to In �� � : A . - . . . _ h _ _ . - li . . } -o �l Y. `a r •� SLY T0 ' OF CURB . g -�� t'L . . : . _-- _ _._._.... __ �__ __ ._____.-_ _ _.___-_ _ ___._.� __...__ ___.- - - _ ___ __ _ ____ _._ _.....___ .._ _ _�_ _-.__.___ ....._..__ _.__._._.___ _�._ __-- _ __.__..__ _ __ _ _..._.___- . ____ _.�._.-----_�._ __. ___ _.._.._ -_ -- - _ _�-.- .___-_ _ ____._...__ ___ ___ _ ._..._ ___._ .._____�._...._ _...___ ..._.._ __._-- .__.._...__ - _ _ 5951 159E?-- «f T-- . . . . . . . . _ _ __ - . . - . . . . . . . . . . 0 � u� . , , . U' N O °- I .r : I. �9 . . . . �. . . 8 , , W N c9 + (� R/.=rte'/./? • I , , . : : : /z t�z 0 8 to � I�ErmCAL 4c : I : : . - . . . . . . . . . . . . 1695.4 N �. - O Q Q .. - .. ..:.... ....._... .. .._..... . . ..... . .__ . : : :. : : .. :.... . � : . : . ....... . .... _ _... + . - _ - .' - . . STS+ 14+ 64-70 � o \ \ x . o° �_ ^ $. . . . . . . h � PROFILE N . . \- off . t , . . , u ,r _ .. - .. . . . _.. I. . . . _ _ . - - _ . HORIZ I 40 \ \ { � . . : �, . . : : VERT. I"= 41 . . : . , . . TAN /70 : . . . 4 : . . : . 0 -. :_..._.-__�._..__ ._ _.__.___-. .__..- _ -.-_..:___.... __.-._..._......-.__ __..__�_. ..-._._...__._' ----�---- .._..___--._ ....... -�._. __.-_ ...-._.___---..�_ - - . .____._ .__._-__- _ .-..._.__..-. ._ "'--"-______ -_ -_- ____._..__,__ __ _____..__.__.._ _ - _........ �_....-_....-.._..--__ -_ -- .___.__ - . _._..�_ _.__..-____�__-.�..__._.... ...._..____ ..._.___- - .. __.._. _._�___ _ -.--.---- _._.._-- -._-_ _ .....____ z N (-1 16+00 15+00 14+00 PLAN 13+00 12+00 11 + 00 10+00 1,t1e7p111 - 40' - VIC �91/SEO CURVE ,GL4 T.4 a = O a R G T ,a V) I, A 8'J�• 9(l� 5/~ /O,00 /-W7.9 9/2 a '2 Lo © 39'5539" 5/. 00 35. 5!1 /9.53 ; 4f7•IV"J 'v 3f o0 ee.3/ /5.03 '�. CONSTRUCTION NOTES I CL '' ,,.� , 1 < / 1-CONSTRUCT AG OVER Ab PER SAN gERNARDI NO ° m O flo-I "Ot~ /0.00 d•/G 4.32 � � -� ---""" COUNTY STD• PIAN NO. 104. W �- 0 98'.39"07" G. Gto /O,93 G.' 7 0 0 wu \ �l 7 \a r .17'Z/ 55 IV.GiO ZG,09 /3.53 f _ p\..AGE O---WNSTRUCT 4; CURB AND GUTTER PER SAN n � © \NE E3ERNARDINO COUNTY STD. PLAN N10. II(.. n� GO AG ?Z 5d Q5. 9fG•43 /9.Zd N Q E 1 T�"' 7 \.,, N 4 Q �' Q i C 0-Or,LIf 4 CONSTRUCT S DE.WALK PI✓R ` `N BE•RNARDINO COUN Y L 6/ // 1W /O DYJ /O.6B 5.9/ r' ) / A Vl 0 � �" CJ�G %\ \` ST0. PLAN NO. 109. IkOp• J 4" ® ,� •ter- ��� I m 2- / t' ' \ `>;j 11) i 4 ,,' 41-1 z Ill \\ `\ \� `\` " \ OS --CANSTRUCT' LOCAL fJEPRESSION PER CITY, OF RANCHO M ". !� I � h Q P' •2 0 • � �� \ C,"MONGA STO. PLAN NO. 518, CASE F3. X10 Q ti . Nb 6 * �� h -' SSC . Q x � � � ( h r� ��.� 11 \\,CL tl� r I.. V N \ h ' `� i t, \\\�,� 1 It INTERSECTION Co CANSTRUCT SIDEWALK RAMP PER DETAIL AS SHOWN ON �`� '. M ° � ` IOt00.00 GLENDALE CT. • "'.°LO \ \� T - q. ; � �' r'+on.37 \ 1 1 - 3(ofi 2-1.°1S GRESTLINE �'T - _ 4 '� � , z_ 7�-CONSTRUCT RESIDENTIAL DRIVEWA`( PER �'/TY O = ,fANL'f/a C1��.4/Y/ltM/b�4 .ST `t/G N� S 5 n G- 155.�I� \ ' _�_- - . .�. I . j 0 2 14 � I I ' x 5~ 1 10 3'/OE l,t' _, bi G .. (o"�)F �' i 2 ,'OF�, by _ u ,� ,., ; 11 I I /NS7i4GG 9T- L//�l/.9TE 00 GL//1�JE/V .oE 5'�'E_ E.S'M ; �4 0 -P Is 1502�' Z D rf ~ 23 12 �- •� �„ GF 1 ' °� ( ���CF �: A 1 J U 1 I I f/ /A!S'T�AU si4N PosT S /ND/C/l70 ow TN1,5 f�.4n/• 8 G� p - • .. -a 158¢91 F� 0 3 1 ' AMC) AS PFQLLI w CS-Ty I N rte-acy?_ 4 !L�o E 1 - . G„ C r1_.I�CBQ.ZO �p I II © f2 PA/NT /2 /Y/qf fiGV/TE G/M/T L/Ne , wjl r� .1 yt;rIN Q �,II II �3 MR/NT STOP GF--eFet/O, I �- + 9 p `- �� b"_ r 4 D � / I I v _ ...._ - it I� 17 ti% a I a ,� . , ... ' 1 ,��. . ;� ,� -!>(,I+. 0.64 A. ., �� eEr-R -6 I z I � . 11 co I . I ), r- N ItI / i 6 ,A22� I N I 'N' ) 1% ,, 7 �rf �` 12 1� 18 l2' 7 1 �Q3 N rl I 7 Q � 3 SEE SHEET 4 ' Q 40 h 0 . 7 7 Q�pFESS/o� e� a GLEN DALE C01.JRT > . 4' ll� , - I- (�'Jy! � 1���'i�),,, I " -f4 - CURVE DATA �,, att38 �L _ i . 4�o QNB - /F� O R L T �' �/� v _ ,``' �� 'y L i; RECOMMENDED FOR APPROVAL' 22'25 X28' 450.00 1710.12 89.20 * EXP.cz ?�3 `= ctP �� "' WILLDAN ASSOCIATES /A-\ * � W No- 36^52 s 0 40 • w 120 RAO • © 24 28 28 900.00 384.44 195.20 J'f CIV1�- \� xp 6-30� cc 92 w DATE ,1 �C 1918 19 4(oB.00 157.69 79.100 �lF 0 l LNi - R•O•E• Z8949 QD 20°I8A If/IS 86-LOO 312.57 157 .94 I S CIVIL lam.\ I;• -- EXP .3 JIZ2/ E 40'052 IT" (00.00 42.80 z.Z.34 FIELD BOOK REF. I Opt C"'` ` v . q COUNTY OF SAN BERNARDINO W. O. NO. 11750 SterlingAnenue, Suite/ STREET IMPROVEMENT PLANS 0 25T' 23' 3Z' x}0.00 179.(09 49.94 FUSCOE Riverside, Calffiornia 9250-3 2 •400 OR/vEw.4Y L1&0 sT L/4yT _ 9 ROAD DEPARTMENT G 3l0`$2� 05" O.00 ''j$•(o( 20.00 (714)- 54-0161 /1170 A061 d• ROAD NO. y --... S�s'�v/tics' sr'Q/o/ i APPROVED BY PHASE 5 T H R U 10 O + N� B 9 9D DESIGNED BY DRAWN BY CHECKED BY 0 20*39-08�� 918.00 330.S9 IIoT.2.10 �fi MM , M T RACT ! FII.E NO \� O 19 Z7 55 43Z.DU 1410.76 74.10 !'°"` EMITTED BY • C.D.E - /35� ______ RECOMM LADED/AP VED BY ASST. COUNTY ENGR.•ROADS DATE GL E N Q A L �: CUIa RT Civil Engineers • Land Surveyors _ 17,- 2.2 'aj- I SHEET of STA. 10+ 00.00 TO STA . 15 + 8 : .20 8 24 MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER-ENGR. DATE COUNTY ENGINEER DATE , cif 3o-� � CID _:�:a . I L. eq.06 L�*40s7': _ : : : : _ : : - : _ : : : : _ _ : : : : L:= 84.85 L= 40. • "l5' PoRT/Or/ SF 30' O.C. PORTION OF 30 VC. is a C. 0.C. �' PX.=1574.30 � O,c O.C. P.I. _ 1584.3/ oo � : : _ : _ : : : : - : : :_ _ : : ` � - 04 �^ o N'LY TOP OF CURB ^ +0.70 Y. a°G �. /.57'/.: p : N b v WLY TOP Off' CURB _ o , N �, o In : . . . . � a h . V .vC N c�l v, �: E o b M h N o �/'/573. 0 + + �' t_ : _ : : _ - _ _ _ _. _ _I _ o M 5TA.A0 ON. 5� P./.�5'74 34 W 6) � 5 it S A-14 �/2 4 v a 5TA,/.4r•S/4.4 � �t � EXISTING GROUND V170 2/ h h ,� , V S �? W 4' ' 5ovc OVER STREET v Vin► W a Pi so vc 10 �l2 L12 "` Rr.= 15�z.95 ct N 4TA. /5",SB.So - : `� °p M o _ _ ^ STA 13*51,43 i Q? TaN= 37� ; ("'i hi oV N• b: - N o �2 1 2 0 kh t � ^ ^ �� �. FINISHED SURFACE. o a HrAA rte .: ,.�, �� � � '7Z b � /2 R. � N \, ���1 +� �1 � 41 O ^ �\ �: C , of Z o .� FINISHED SURFACE + •s-s"',� J \� - �1 ••-\5 Y �O ar� 127'1 _ ►.� O �.� TAN s /r./,7�' _y` o o ►� ° EXISTING GROUND o 70 1K m92 ��� $ N N o VER STREET \ h .�U -'� �� m O ►� �y o- cc: - - - - - -15�E} _ o� I53 _ Op aw MhL � \ M � O � z 'L _ uQa �j x �2 , O w� 50' Vc f g y _ P/.= X58 .LO � _ �._� ......-_. : . � : ---'` 0 111 L= $9.86 L=40.57 O iR 'd0 _ ac. sra.i;tse.so °4 0 �-- PORTION OF 30'Y.C• p C. 15" Partr14w 0,vc. _ . . . _ o - Is' O.E. 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I IG. 0 Aw w 120 10 I 'fn Cn\F - I - I -f-- -'11*1 CURVE - DATA � .SS/O/,v ,,, lll� (D—=t4e)TR-UCT SIDEWALK PER IbAN 9jr_-RtAkRDlN0 COUNTY STE). - .. re �,N - C R E SCENTA WAY . . 0 IL R L T , PLP%N NO. 100�. (AOD') 6 - r�, 0 J. A�'1_1� <,�. ,I w /-A\ q06--;r,,,w.0 1-9m.00 I .9le&1W, i leir ..91p <, ," ,,� :iW � CURVE DATA \2/ 1 i _V . . \_OCAL OF-PRESSION PER CRCC STD. PLAN NO. 10 . , (.0 ,�- A - '091, 7 % _� 1106W '70 �li CC I . 5a---CONSTRUCT. 0 P . /_0 1919.X' J?7__? laz/15r ,/ I 0 A R L T S18, CASE B. \E/ � No: 36052 ,_�_, ,-1 RECOMMEADED FOR APPROVAL* i rA-\ -/-r-\ fler-0101v;Owl.. _00-M, /".ed; — �� :I ,.,,WILLDAN. ASSOCIATES Ic/ 30081 1 1 11 (DOCU 0 C; 32 84: 14D.42; I @—C,ON'STRUCT 1510F_W,A,LK P,.&,MP MR OSTAOL. ^% StiCWIN OM \�i/ 11 i I Exp. 50 92 J, - - I . . 5'9. 9 1l , "7 �11 ---,--- �D 14- I& 5�3" &00 00- 140► 56 75.1 7' --,--Nl . z ...... .___1_11. (�) 577111 r?4*v 60 6V' ; $11 �� A��O_ I. ,&,4, i14� — lzlclag - I I - I I . _T RESIDENTIAL. PRNF_WP,Y PER e-17-Y �0,0­ ,w I F -C •E• 89,f 9 DATE � Q 100 38' 28" I&is 00. 114 -78 5 .5 5 1 I At a—COtq'5TR�X, (�) 0804val/571, /&"2?0(0 1 "O. /M 75' ��. clvr� - 11 � 'e14104We'*4 9 7'0 PAViO jl:�ICF I I 3� � SSI � ,e,4A16W'0 ,rel 1q,116 IZ) 1,311-91 - �P-4.4(.' 47. 3 5' . IR , (D _*10-0:el-A011 /".98 1 &8.61r, 4r6w, OF CP.\\ 3 -7- 57" , \t L — - \_ � �D 901 1 s82.oc) I _-.__�_ I-S) sp ____� -1 , I - EXP I ,­­,� I 0.� . , 4z�l p" .w .- I ,,, Q-� - ,% � I I FIELD BOOK REF W. O. NO. o lm�rw& 5 r,mEr IVOME S1,$*A.1 ,42r�- C-Iry 011c: 4� 4.1 1 '��A 11750,5teding Avenue. Suite I -d,"040 COUNTY OF SAN BERNARDINO (�D f -N /C.") I IM %, I -/k0,V_V STREET IMPROVEMENT PLANS f ,r,4mnela re_lr,41,PwAle57�4 /N-5PG-CMR I , Z_ •I FUSCOE Ritw side, C'aliforniu 92503 - / AJOLIZIS7- -47-R&467- ,EG_-l1W7 r r/f�le ;;, APO ,1,4 Y e � 17 7- Z A:�;71-1 - �21- - - Z; . . �.;5hw r- t 7 (714),j;4-W61 - Vvrlive,� 7' 1 , __ ROAD DEPARTME . T ROAD NO. I � '5'llpll 1,,o .&P IIVD1047W 0 r111_? ll'��-,W, I 140 , ) A, I N 7I I I a.7AM z 104r14_rlomfl - A;�" DESIGNED By DRAWN BY I CHECKEC Dy Z� CC 7 ;�l PHASE 5 THRUIO 9,(�) IAI,�r,-A& , V-r,r , 4 A/ -L(J ,; I , _____ _ 01 APPROVED BY � 4 AMD p�5 9,e.Qu%V,E.D fSX C_" %tA*hPEC_Tb?_ - EXP.-1::R-- W. ,� ]001% -NI14 -1,,-A/ - -_ 7 -%O/t/ r z � ,I oft^0 qk _; . �-/eV - _ " _ llvr lto,allae 1011rZ' e1WIr _IlAle * I lie � 401,44111"Aill, ,-- ,4 7 - 4.11W14 -5 - - - 0 I I I FILE NO I @ 10,10, �_.� � & civ / I L�?A_:r,4FIA145 R��WZR - _&Ail -'&hD �im-TED BY At-" — RACT 13565 &__ 5m2T . e,4FA�Y-,AI17 . - C.D.E.C.D.E, - 135�z _,L_ ,40,f> eAj��,:�> //,g,.k/ 4 r � .. 2-7-5PI6 1 -ROADS DAT ,@ /?411A17- �r742 --" ,��OL&-':Ia- I "r� OF CA ��!b - E�� A- -_ 4 REC OM-AENDED/APPROVED BY ASST. COUNTY ENGR. E --- `1� f- __ Civil Engineers - Land Surveyors _,I_ ,lla,9 5-WAII,Vo .,I' .5-r,C1,0-1Al&7_ ____ - �?-X.5�1 STA . 7 t 77. 85 TO STA. 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H 20+00 _ 19+00 18 + 00 17 +00 16+ 00 PLAN 15+ 00 14t 00 13+00 12+ 00 11+00 IO t 00 �( RDOG Ill - 401 SFE E�/NE 3 tn Ai & CL - O EG. / \ \ h Z 1 0 y t� M v /9158. 76 ARCADIA WAY PH. 5 / / W INT., 2}23.22 RIDGELINE PLACE PH. /-4 © X�� Q. \�� A _ �� I \% \ , � CRESrL(1 NE E-- / m \ a , ' AQ ' `�„ a m a ` u ,� SEE PLACE > o � 3 SH o Q w 3 e r• No• S fG� \� 0 ¢ 7 M M V i E- CONSTRUCTION NOTES: �� r �� s E kti Q i-c z . a M 1 10 " � I vi Q to CONSTRUCT AC, OVER AB PER SAN ., �; , a h \ `� \ "�" 6ERNARiN NO COUNTY 5TD. PIAN NO. 104. / '' ' / �p ►� * 1 \� N + , , p $ AND GUTTER R N h 1�3 n a n. ;� 1!1 4 1• Q - -'� + 2Q-CONSTRUCT (o CURB G ER PE SR -6 /3 \ m 9 !C O ' SIF" p I 1y3� I 13ERNARDINO COUNTY °STD• PLAN NO. 11(0• 4� 6 C ' ' :• Q � � � _ � � � `� 4 C,ON57RUCT 91DEWALK PER SAN F3ERNARDIPIO 6 COUNTY STA. PLAN NO. IOC°. CAOD) .pF cF •, q0 , A13/ (o ---CONSTRUCT SIDEWALK RAMP PER OETAIL. PSS (o // +ly n� _ __,... Cr �2 1 �. 0 53�ez� - .�,,.._ _ SHOWN ON SHEEN- ,..-- S � .� � p � 'GF 8 �. �- /3 0 45 �. 5 r LIF I 7 CONSTRUCT RESIDENTIAL DRIVEWA`( PER *�. y r g e'`B m _ /00. 'I N• �G 43 /g3�.s N B O � CF '3g� "E. y. 0-/T y DF�i4/1.E^/Y7 G" i�/YIGyv��� vim'TO. ph E! j05 �s I�i �i\� CLQ\gp 4 ti 1 G Fs 2 �o 9`' ;• - e� 37.7a " •,../ - .,..... .++' .. ,.,.,..•/"`- �,. ..-,».,.Y...,....../' _,�,,,,, F� � �7 �Q� � 00 �a� - _ v , �5'J7.91'Gc 1 �- �- /53B•F Z © --°• t� � � •• •••• ►.. 1 ' ' 7 I 18 REMOVE BARRICADE �_ �v \ry \� / " ��. cF - M 0 /5�e. }� ..: 1 g /•t/ST•9lG JT L/rtNT 5aso0 L Ui0'lEN kP3.✓. \ x „ � •.. 10•F ,00�p 4 c4c>,eoii✓.�TEl� BY a,-_P: o mL�ic. �8 \Oi \a \� y �I 1 I . E Q� - I V o ` F� ECR Ih, 0 /O ,/•'A/VSi0Ti�/GCG oScT, eLO.4/H�c%�4T O B Y OE1!F..(P_�_E _ �0 % �•�.1 ��" � 7 =ECR-tl-3G+ ` /h��,,F� '�s•c�,� /� 410 C\ I29500 LL/WOAl A//05"A' dY ` SO• VN r 7 / �/ N v b 8cR 70 -32 ^�1 �►� / ";"� N II ) /N ?�TbR 3 2 SE E SH T. NO. 12Af �/ /,VSTi4L L 5,4 it/d ip ST AS/Q/A'CAT� o1y TiV/.S PCAit/, x �/ Nva AS RE U�FGb By CITY INSF�C"'I�K �- -'"' ; '8 r I �� E \c,� ALHAMBRA COURT � � to*1010.1010 ARCADIA WAY g SEE SHT, N ® �Z 54/�V7- /Z /�//DE N#/7Z C/M/T ZW257 �� �..-.r✓� 8 rr o.INT• 5 GG = 51+0514.13 CRESTLINE PLACE 9 4� WIA 17- -mol-"�E�6ic/O CURVE DATA PASy T. /yb. R L T SADENq l2 0 140 07' Z3"' 800-00 197. 19 99.10 Q 0.47'29r 800-00 11.05 � 5.53 C 0` 11' 39' 700.00 12--1.54 (Pz.44 ARCA WAY o OD ?-4*5* 57 700.00 304.40 15+,(o5_ E 14 054 se 815.00 2.12.93 107.OT 141u cslD A (1082.00 373.4(0 /9/.54 RECOMMENDED FOR APPROVAL: Q /6 e ZZ 09 ',18.00 205./3 /03.27 �' No. 360-52 _. 1 W I L LDAN ASSOCI AT O 1 eZ7' 59 718.00 93.5/o 440.85 EXE Q` 40 SO _ 120 1(00 04 OQ(�_+,.- Z 1 11000 20 782.00 /50.21 75.34 �' 0 ,' R C E 2 9 9 AT J 87 4007 32..00 48 .9!0 30.72. ��FESS/Q St �V ,f. EXP .3f3/OZ9l K 8o'005' 13" 32..00 44.73 2(D.S9 ��'k,� ��E L' s�q'99 �' 11750 Srerling.4t�enue, suite 1 FIELD BOOK REF. L II l'S7' 4G"" 27.00 55.59 44.910 ti o ��, E ADJUBT 6r�?�t=T Ee-1-- 4r10A1,,_V _ 1 fB COUNTY OF SAN BERNARDINO W. O. NO. y 41136 Riverside, California 92 A /yE L �, - ROAD DEPARTMENT STREET IMPROVEMENT PLANS llL (714).354-0161 2 GJ OP hG4y �' Sr Q"S1r.� 90 ROAD NO. O (e$0 40' 30"' 27.00 32..3(10 18.44 ',I�a /� �: V r 5IAM � - ---- DESIGNED BY DRAWN By CHECKED BY r ( s ADO S/4'N/rVy sT�/P/.t/4' 8 9 90 APPROVED BY PHASE 5 T M R u 1 c Q Ile 100 31 27.00 Sz. 78 40.04 1* EXP. (� .� ,, " l ' z m -- --- Op 81 44' 24 27.00 38.52 23.3(. + '"' ; T R ACT 13565 FILE NO ff C+V1` \� 1, EMITTED BY "/1r' C.D.E RECOMMENDED/APPROVED BY ASST. COUNTY ENGR,•ROADS DATE A R D A D I A WAY OF CAO' Cfvfl Engineers • Land Surveyors Of 12.' 2'z' 8a STA. 10 * 00.00 TO STA. 19 Y 58 .66 SHEET 11 24 IMARK REVISIONS APPR DATE ASST. ROAD COMMISSIO R-ENGR. 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W \. , I - . _ a . : . : HORIZ I 40 : . . . I . . . . N 1 . . s E 4 . . VERT . P I 10 + 00 11+00 12+00 13+00 14+00 PLAN 10+00 11+00 12+00 w I" = 40' Cn �- REF. TRACT NQ 13565 PHASE w � 0. � 1 - 4 IMPROVEMENTS 9 ,� I A ,. J � . t� SHEET 17 OF 28 0. / ,�� � � REF TRACT v �- O I,s� ""'` . "" 4 IMPROVEN0. 13565 P ILL � P VAP O / i � I ZY 7 t, ' � SH MENTS RASE " ? 9 r �GPp\ �'( � ` illl, �, $ /-•� ID ��' EET 17 OF 28 -� ° `.� 3 V�� , �' P 5 �� ` ,v , / 3 ��1► �P N ` �+ ! 12 �2 32 20' 6 �_ I . �� I I. i)�s �\ o ¢ N 2 .� L r I� I I _ GPI _1O 5'r A d \ SAND N RD1N0 I ' I W z "'1 -. -- � h ` `1I '� Q , O T, ", , _ iiii-C)`' X ' N �., Q �- RC „: GO N ER A �fl ` -� ���� T 1,11 u , � � � �n ! - . - 12' Q' � co �� ` p m h ._ U TY DPA N � I 1 . ` p 1\1 ^ a //> /� a - 321 4 ` c+1 Be I f: .1 ,I �. FAaEMENT tik \ h ) N I a \ / 10i 11: - \ \liiiiiiiiiiiiiio -- ` "� ? - i / Z' .. a-1 26.6 t(� �\y� ' +�IB �'__�F RI, IJ L % � E Is 4 � Q `�` �i i' � � i5 i.7o�` /Say. 4f€ 1528 121= LP "C-F. € G ® /53G.7 /A r 5 8 - f , W, - � C � !0 G F I N 01_05-1'221p/ ` �c, 2 ' C E A 6"C� ',,„,. i B 10 = n f _ q \\ qt O �'3G K �i 19,(' ' F -/ 12 L'S V_49� -- � D r D G -iii-iiii / s _ -- �- - . . I . I fl /5$6.79,4 '� . 15Z8�OlF.G• _*Z,? ° -i �$ i " uj 4ti 1 I x /5z 4A`` H (il o"Cf Ca �o' � +`• o. �- c ` 0 i53lo.0-10' 9 LL' \ , �� ail I , u SAN BERNARD'NO \ r \, �' Z !o COUNTY DRAINaG 11.1 / '� a- ZF y. 2°I , \ ��a j - ASEM ENT I `' ""' 1 IC� (, w A V�\ e, Z �N.t. 10 00 00 PASADENA COURT � `� - \ �!, ti �1 / � d i, :' N 'I 1 I W !6+ 54.35 A RGA OIA WAY \ 1 \�'"� b Z N l t\I J - \ i zsa o c'''am !"i v y a- � <C% s I � � \, j \ - 1p b A 10 00.00 ALHAMBRA COURT ` \ \1i N ,. A 4 � \ (o ) \ 12t 77.54 ARCAOIA wAy` �0 Q � ,� Q % ' ((:7 sT .2, ) CONSTRUCTION NOTES : ,a r Q N STA I1y56.85 I ,C. \` � Z Q END Al NAMBRA CO a-- CONSTRUCT AC OVER AsE5 PER SAN \� ,� - �` w h��..,, END PASADENA COURT 1�17 � �-/'� BERNARDINO COUNTY STD- PLAN NO. 104. 0 � 7 �' w I �'� 7 7 . v BERNA,RflINO CODUNT\( STO PLAN NO. 11/0 S`'� 5 CONSTRUCT 51DEWALK PER SAN BE.RNARDINO COUNTY STD. PLAN it- • 1 O°l.Cep� F'A S A D N A C O U R T ALHAMBRA COURT a- CONSTRUCT LOCAL DEPRES51ON PER C-R-CC- IbTO- PLAN NO. JIB, CASE B. • CURVE DATA CESS( O--CONSTRUCT SIDEWALK RAMP PER DETAIL ,1� ��/"�`.� 0 40 80 120 ►100 O R L T n�U Ohs A.C. S w4 NEs�T.�" `~ �_ fi /Nsr.#ct st�ry �PosT ,4s �.?rcArEA&V;r*1S fr,4,,V,` • „ 5 .0 5. (o' 4. 4 ' `Z`�O OND J. 4'' , (�yI 4 CONST T RESIDENTIAL DR%VE.WAY PE_R OA 3 2 47 4 7 10 0 8 8 4 1 AND AS REQ U AILED 13Y C ITY IIV S iC7Z1R /• 02� /b'� ISI.00' 2.84' 4 .42" Q� i�' 4t` - (� CITY Gf�`' .t'.4/VCryO Cl/CA/YIONGA .1T0. Oh(�' /1/ 305. y `uQ j fA/rVT /Z /1�/,G� Wl,t/7-E G/M/T G/NE. B 4 3S O� ISO0.00 120.03 �0.OS' - w No: 35052 �"' Q g � .1 G/4r//7' �� ✓ BY s.G',c=. �,Q� �' �3 P.t/NT sTO�� LE6i.EA1,0 RECOMMENDED. FOR APPHCVAL. `x WI LLDAN ASSOCIATES C 2.Z• 08�4(0�� 1/08.00' 104-9.3, 3z .88' i. x D. 6.30 .� Gce-e O/N�9 t�15�.�© ,___ ',. �D 2. 07' 47� 1482.00 .5.09' 27.55' ^_ I O 3905,9 00H 60.00' 41 ,ST' Zi.Sj` - f .iiiiiiiiiiiiiiiiiiii /. �nk to 12 Q pFESS/ . i , rv" (-� ,1 R C E Z 49 DAT �. ' ; r i; _.. _.. _ . _ . - _ - -_ - - . _ _- - __.__-. _� -.- - --____ - - _-_ - ---- --- - _---- - - - _. __ .. - - ---- . _--- T-- - _- ---. - . -7- .�. _ _ _-- _ ____ _ T . -- --- - - - - - . ,. I f . _ - : L=4 :09 L - $9.72 a . . . - . . . . . _ _ - - - . , _ . . . - _ _ . . . - N`L4Y TOP- OF CURS _ o.C. o-c POftr10N �'Vc:: 1�1 . i . . . . . . • : �� P.I.= 1552.7 , : I • . ° . v • : ,: : : . . : f so vG. i _ . . . . _ . . _ _ . . . . . . . . . . - . . STA. IQ t 83.47 r' Q�, : . 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RIOGELINE PLACE PHASE i o kD U m W _.`�J _J IL RIDGELINE PLACE _ __ SEE SHT. 3 OF 28 � �,--111--, ~ 0 1 r-- - PHASE I - 4 o m o ° �, 7� © ~ _/ T� 13 6 0 . 1 7 *N /r -.� � moo- i� 1 � � t � N o� 43 e�, 11 7 rl/ /8 ^� am N w Vii, "- 0 0 �- � v o Q- � �. .I fl-'�f ' 5.59. 6C y ! °�.` \ \� 'h 1 14� ; l� 4. ti N � PI- ov � OD � 3 "� 1 4 Q � � ,. � .1 \ . F Q (O i r� 1 1� .- .v.•- �S5/g 5� =- �0 to \ I \ L31 F lT = 11�,.CF q C � 7. - •.... .,•I--... (o„CF LU _ - - �r F ,.. .. �~ /5522/ ::: 9f� 9.Y�T ZZ Z, � � �' 15-1�• I F"- �/5" &; t rjl5 „ �S - G 2 6" r � fo�P OX-rEG ~ azwil"�-'l _ I 2E e� �;CF / t i sd 2 �� CUiPv� 'w7,4. = _ � cF 0 z b. .3>-~'-_15 n I � ► z '�o N to F - ,� �I 'es .. :. . ., .: CONSTRUCTION NOTES . (L I ( CF a 1 9.22 fir- �--. 0 '�_" / . - . ,� w 6._ c - �. "` >� .� /J C T PER SAN BERNARDINO �C � 3/ � 1 ONS RuGT •AG OVER AS W �g�$ i I �, 41 w 53 L , . .. - - _ oo v jH _iD'C F G /S STA 13 +71.-Jo E CAUNTY STPD. PLAN NO. 104. tJ? I N �y , I i„�q.80 cF END HAST1 O CONSTRUCT Co CURB AND GUTTER PER SAN BERNA.RDINO - Q i ` �,RANCN LANE COUNTY STD. PLAN NO. II(o. �� 11 13 BCR„ D O h i �--.W-- I .- 4 CONSTRUCT SIDEWALK PER SAN SERNARDINO COUNTY II Qi I % ST. /-/,g*wr STD. PLAN NO. 109-&WIP.) �I II I) p , ( Q �� ` � V' y cCONSTiPUCT 9 S CONSTRUCT DEPRESSION 1III I II I� J ' h x -� 1 0 D \ s Qo- �� oursio� © �-- IlJC�L. DE RES ON PER CRCC.. STD. PLAN I d' X i \ L ` t ) � v ` / �Aseo) NO. 518, CASE��B." 4. °� �� �> � A/ �IIIIIIb CONSTRUCT S►DEwALK RAMP PER DETAIL AS SHOWN 044 SEE S H T. 3 0 F 2 S '` '` x I �,, ti 3 �, � h % .� -_ �..x-..�.�. , .. _ , .:. _�. . ` r � � N I � ,� I(Q 7�- CONSTRUCT RESTpEtVTIAL pR�VEWAY PER e'/T Y O \ h d „ 3 - o ,e-4V(r 1,0 CUc,!.~aA1a4 •STO. ,o.*W. it/-A 30? - PHASE 1- 4- 7 z lk .IA-. .....w--'�' T R. 13 565I . zt 7 ,/- �\ � h ' 0 _ ��., I`' . > 0 > Q L _- --,,,t 7 IS REMOVE 15ARRICADE. 7 - 1` 7 , % � r 7 ��CNsie O/NATEOy' Y,& OE✓G O�,� P.S.V SY S.C'E_ ,oI , Al. 0 40 w 120 140 T I NAGS - ANICH LAN - ' � _M�w_ �. �..HAS �a �Ss,� IIIIIIII11111 FII 111111111, CURVE DATA %) ' l �: f1 /NST,�t s�4/V ,00sr ,ss/^/G 6IIIII 1)o ryes �o , cr`� � � �( , AND AS R�ur D BY CCrY ►N5PEcT0Z. O 0 R L T x - �1�p'"l 5n&#z PA/NT a /!v/OE &///TE C/M/T ilmE: . � RECOMMENDED FOR APPROVAL O 9 II 34 400.00 1.4,18 32.1b a � � r� , Opo' WILLDAN ASSOCIATES . ,; NO 3f C� z I �3 P.4irVT T GE��rt/O♦ © 23 0 10"48� �FOO.00) I (a l .$j 82.04 ¢ r 3 G� �2 I- -"'I. I ,�.. ! /3 © 9* h L 34y 4!8.00 X07. o io 33.�o `-m---._ _. -----''' R.C.E. 2 89�9 DATE QD 130 10" 3&c' 382.00 87.85 44.12 QI�rj E Mot 'Jfq �n 'Ili J. .,--� P?a'/ EXP 31.3/1g1 Cr. 4 4'00'4,-:; 100.00 46 .091 24.25 �O \SANE L S rq F 257'02'04" 40.00 179.44 50.2(0 c� ��' '99 y� FIELD BOOK REF. ==�� W. o. No. � V 41138 � � ����� 11750 Sterling A>!�errue, Suite I COUNTY OF SAN BERNARDINO `� �`, ?`' xit�erside, C,'ulifornta9250,3 t .400 o.Q/✓Ew,4Y ST. L/�i�/T�S. '140. � ROAD DEPARTMENT STREET IMPROVEMENT PLANS Q -344908 6. 36.410 18 .81 G �- qA,I - a (714)354-0161 4 AOD P.9SE4 O PHASE S T H R U I O ROAD NO. 0 14- 56 23" 418,00 109.24 54,93 c. -)-31-11 , �" .400 S�i1//`w� sr,c1v 6 I- 8.9.90 DESIGNED BY DRAWN BY CHECKED BY t � _ _ 2 APPROVED BY EXP.r. QW-," G MOVE STREET L/GHT TRACTI O 9 I I 34" 38Z.O0 lv1.29 30.71 * / ' ' m . '" 13565 FILE NO 0 - Jt,4r CIV\\- ��� & / �j TSBMITTED 9Y.�- .. C.D E ! ✓, O - F OF CJ%04 j ASST. COUNTY ENGR.-ROADS DATE HASTINGS RANCH LANE - - - Civil Engineers - Land Surveyors RECOMMENDED/APPROv._r� BY �° SNEE1 13 of 24 _ �-- Xgx�� %Z' �.Z' a STA . 1Gt00.00 TO STA. 13 * 71 .90 MARK REVISIONS --4-PPV I DATE ASST. ROAD COMMISSIONER-ENGR. DATE COUNTY ENGINEER DATE 4w • JI/1'-4/ e'I (�Q 5- . - - -- - __ - - - ---- --- - T- T - ° PL° 15(e2 .33 13-55.GO0 LU N�LY TOP OF CURB m : o °� `q O °� o O in ON 8 O CO cn N In N O �. 00 0 ...4 M ,- ,n In g .9 m o. In In ii o � Li ,0:55'/0 O ii2_ _ _ __. - 156Q....- - u� _ - - f EXISTING GROUND Ul c� _ .Sa'I' ° 5 % : OVER STREET -i -0.8 . _ . . . _ so'vc Pt =15(oZ.30 ; _ Sr1► 13+55.Cp ; FINISHED F ED SURFACEw O � O =9 N O � O ►n .9 p O O p In . O O O . O N a0 N in N �`n N Q_` : O m : o . _ ,g r— L,- >n o _O f .9 + � m n p OQ m O* `VIi I Q g : -. O lJ .9 (n e--• r r "— 1/l L�1 .�L.� -�.-� �. .9 . o 0 , , ° V, g to_ x.55 ,9 • v 1` _.. 1560-•- - 3°' ` .� Lff • " o +- ✓ pie . . . . 50 _ W . _ . 2 A , Sri PI - 15bZ.33 • r. = 13.55.oo �, O : p m 8 °� 0 O SLY T OF CURB o a• W , , V m m o : O t�. O M g ' o S ►n � cv Q' 1- Q oo S o o s: -Z _ V r- N Z o O * , cQ. _ O _ _ _ - _ 111 '53 %a _ N a/a rn O ` ..._.._.. ._ 1560- -- _ _ _ - 5r In � 150 ✓s o, Z Z�°° Q _ O , ° 4PROFILE "ZO ' HOR 4 ° u N 1 C7 �. } 3 _ _ - - - _ _ _._ VE I 4 RT. 1 _ 20+00 19+ 00 18 + 0II 17+00 16+ 00 PLAN 15+00 14+ 00 13+00 12+ 00 11 +00 �1 1" = 40' W c. W 2- 1 Q- m U - J V 1 20+ 00.15 CRESCENTA WAY PH. 5-/0 = T+ $4,30 RID6ELINE PLACE PH. /-4 { INT 7 0 7 �,,-�. - :; - RIDGELINE PLACE © ,� �` 7 7 Q T,� z SEE SHT. 3 OF 28 9 7 Z O - PHASE 1 - 4 mN TR. 13 565 `� "� , i 3 M a p �, N h S h . N F- CONSTRUCTION NOTES : / /$ 3 /T2 � ,� � 1 1 , �0 �, �, 7 .: �. c 3 •29g1 Q 4 e o� I CONSTRUCT AG OVER A13 PER 5AN BE.RNARDINO Q Q Q \ Q e ►. COUNTY STD. PLAN NO. 104• VCR c\j ^ g 18 h' r �� �J + ` Vl V 2(�-- CONSTRUCT Co" CURE! AND GUTTER PER SAN BeRNARIJINO W COUNTY STD• PLAN NO. II4o• v: X - 1 CO STR T N UC s► DEWAL,K ER SAN R A 1 E. N R P O O � � W B N CC) T a2 -ti , � S D• PLAN NO. Ioq,�A�lDO) _<<� 1 15!01.73 F \ i ao ti 15(ob.b9 07 74 I ? Z CF S CONSTRUCT L L DEPRF SSION PER C.RG.G. gTD. 43 (o" CF w fi . z 2 I� , „ •. �6 Is _ (o CF 0 13 �Z ,. ` PLAN NO. N \ I 01 � L^ N 53°48 /9 E. �__—} — — — 14 � — — � �� 51g, CASE 8. W�— — © 155(o-66 FL 2 �� 0 r,1567.73 F•L �` is! 3p' 15Io0•f09 FL- � w GONSTRSU�CTSII�WALK RAMP PER DETAIL AS SHOWN = to x ��.5 4� (o" C (� CF !! (o' GF ... cn a _ Z �2 7 0 FZ - T I S E`.S D ►v .. EN lA a� t L Q /T 1 - •. T R W _ ,; :.:•; . . . •.-._:•..•.;•.-.•:.: .� E Y PER O CIO � . -j © R,4/1/Cf/O G'l/CAMONGi.4 STO. OAvW /t/! 30 S. Y p W / ®41 7*39.30 4 Fa— .--*�'• �3 © `'ycx BCR lY4TE�PG/NE N 9� U l>'J REMOVE BARRICADE ` 1 - — - - - lglo a Q 9�-- //1/S'T.4LG s7. L/c�if/T 560D LL/iYl.4K/ N.P.9Y B✓ ,SCEP 1 90 /8/ / �: A.-f W D. HP h �A/Q G4�R0/N.S/TE'O 6Y OLS✓EG OPE . -on rY 6r1 �Y T �� ~�l�!/YL7 9 fir""_' SEE SHT. 3 OF 28 ,n w - '� - - - - - PHASE 1 - 4 °' ¢� ANOTAASL R�c?uNZ&-U 8Y C I7Y! 5 oL l TR. 13565 PAINT /Z 0/V/DE owl-re L/M/T G/NE - - _ l ® — _• 2L — _ — _ fl��5 S 1 pkv — — � iJq/rVT STOQ' L EC+�ND. CRESCENTA WAY e � SPEezoz, 4 p J Al , ` 1, �Q 4 RECOMMENDED FOR APPROVAL: 7,/,el/ 7,Z?4Ft/C /?"X30" c 1, r^1,., I L LD A N CC '16!`,2 ASSOCIATES ND'• 30 2 0 40 80 120 1&0 .µ . P 4 IgAoE R C E 28 9 AT r,+v ? EXP 3/3//9/ Q�pF ESS10� $Tq qct\ 11750Sterl/n�Atenue, SuiteI FIELD BOOK REF. `'r W.-� COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS W O. No. � �� Rta'�erstc%, California)150-; Z 400 OQ/YEIn/.4Y �€ 5'T L/GN TS. •/O 90 41138 5 "i. M (-714)354-0161 s AOl7 B1'VAII {' srri.���c.� 8 9 90 ROAD DEPARTMENT W `� �II DESIGNED By DRAWN BY CHECKED BY APPROVED BY PNAS E 5 THR U 10 ROAD NO. EXP- 3-71 Ova / T RACT 13565 FILE NO * �1 S EMITTED BY _CA ' - �.E /3,�0� J'f CIv� I RECOMMENDED/APPROVED BY ASST. COUNTY ENGR.-ROADS DATE CRESCENTA PLACE 'qlF CivilEngineers • LandSurt,°yors LZ• .� , 8$ m SHEET14o' 24 -, 0f CAO MARK REvISIC 4S APPR DATE ASST. ROAD COMMISSIONER- NGR. DATE COUNTY ENGINEER DATE STA. IIT 49.55 TO STA. 20 +00.15 _7 __7__ 7 T- ()Q m L 7 WLY TOP OP CURB. -4- . . . . . . POR OF 30'V.0 ;rl'od. W.G. . . . . . . to r- P.I.z 1573.840 O.C. > 40-67 . . . . . . . . . . . . . . 41 > f o. C. co 7 a 50 vc RA 156/45, ;::s TZ.= 7_57Z03 . . . . . . EXISTING GROUND 5 T,4./64- N A 13+0?-79 ci OVER- STREET - T4.-V 1.7 5 N r- 7 7WN-1251 _+.. p q -FINISHED FACE 86 A 00 cr- U) 1+ In cc) f 4 3.5 c 0 g) 19 e�_ 46 _so'�r- Q f '471 /560.56 Pr. 1572.00 STA 13 STA 1041.975 NZ -f 69.98 ........... N 7 54% N �l .1 1 - . rip, 7 lz 'z* S'LY m' P' 6F CURB % -01 . . . . . . . N `9 ofn T_ PORTION OF go- v e, o MN-2.0 3 O.C.' P I. t5'73.RO 2 > NZ .075- Pl. 1572-03 156F ......... ............... 57A r34 V.78 Wim p '�7 . . . . . . 7 'n . . . . .. . . . . 74-W- 66% '_U/Ac. r o PROFILE HORIZ. 1 40' N U NZ VERT 1 = 4' C ............ -------------- -------- .. ........ . ....... ­ -------... ....... --------- z 10+00 11+00 12+00 13+00 14+00 15t00 PLAN 1 40' 4 cl RIDGE1 NE PLACe -7 7 7 At- -7 4 ()F 7 PHASE q� 4.1 MT 4 P I � .'L 1 1: 5 7 1(+013-33 1? Is 42 10+00-00 SAN DIMAS Pw. IZI RIDGE pL 40 ACE PN. -77 41 ; h cc �t + k CA 7-0 -n-6c FL Foe .o,4sEo Lr 41 Cf (o 15-11 • _43r tri I- !AJ 25' FL o _0tB gp ro 24 L FL G"r-F K 98 P L GN C'F .,43 FL 157. FL 15-12.29 FL cv L 15-72 40FL 14 5 (W CF 15r.a Q S 74. m ?±-�3 L40 dD eel I I (� ,W.2�3 16r-R A, I jl n Q 04. It CONSTRUCTION NOTES . 17 fn Az CONSTRUCT At OVER AB PER SAN BERNARDI NO COUNTY STD. PLAN NO. 104. '7 CONSTRUCT 6p" CURB AND GUTTER PER SAN ec_F;tNARC*No z SEE COUNTY E)T[). PLAN No 11(0. SHT. 7 7 7 PHASE 1 , 4 CONSTRUCT 51DEWALK 4 0 F 28 PER SAN 9P-ERNARDINO CoJNTy WN5 TR. log. (mol>--) 13,565 7 7 a---CONSTRUCT LOCAL OF_PRF_co&jON pF_R, CITY 01= RANCHO CUCAMONG*k STD. PLAN No. SIB , CA-SE"&. @-CONG-rRUC_T eA[)F_WALV< RAMP PER C*-TP%IL AS SHOWN CURVE DATA SAN LANE. "Otq i5"EF-T No . ?' -7 R L T At &--� --COWSTRUCT RESIDENT IAL DRIVEWAY PER C17-Y cl,;- 40 woo 18 4?_ 10 400.00 /30.57 G5 Z7 0 so 120 A-2 6�' ag 00" 575.00 165,42 83-Z2) so J 0 �' � , Z ZOV4 cr evgoW -5-oct> Q 7 04 09 375- 00 4,16 17 Z3 .14o /V e-5., 11✓ y dopl-F Ale 10' 4Z 10' 392.00 124.70 &2_91 cc No- 36052 _77 RECOMMENDED FOR APPROVAL: -17 WILL DAN ASSOCIATES (p' ?_9' 004' 593,00 170 .100 85$9 #1 /41 '0.//- _'rAFA1fp',00S7 E 6 0-92 E�� - 7 04" 09' 35-7.00 44.05 zz.05 ANO AS �F_Q(Alq_em Px CITY lNsmclt) 17 Q 1W11v7' Iz mwe ow/TE z1,v1rz1A14j!5'. \2/ 38044 Z2. W-00 40-57 21.09 R-C.E DATE Ij ssfo* C�y2�r,949 b 4- OF c ............................. ............ EXP 3,131 ?-5.1 Z 4 40.00 179.75 49.i3(p T -3e;v 44' Z2_I/ (P0-00 40-57 z1.09 41138 1175()Sterling Avenue, Suite I FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO. 7* 04" Oq' 393-001 48-49 24.28 1 .400 z?Rl&,WWY e- 15 7- STREET IMPROVEMENT PLANS �? rlq" Rivervide. 6alifionyla 92W3 f.D . 9x^ ROAD DEPARTMENT QK Ito ,029 00 557.00 1460,24 80_48 Uj :10: (714).554-010)] DRAWN BY I CHECKED BY I. PHASE 5 T14RU 10 ROAD NO. 3(o cr_ rxp _3 40,0 5/gsw/x/t�;' fe DESIGNED BY APPROVED BY .45 63.84 18" 4-�_" 10 415.00 1 in"'� 0 C I\vl as I M-11 RIP ITTED By C.D.E T RACT 13565 FILE NO O OF C RECOMMENDED/RECOMMENDED/APPROVE BY ASST. COUNTY ENGR.-ROADS DATE SAN DIMAS LANE Civil Engineers • Land Sun*"rs SHEET SURFACE F 0 O'Qr'�W a.- ;T , & � %pl STA. 10-rOO.00 TO STA . 14t96.35 15 of 24 IMARK] REVISIONS APPR DATE ASST. ROAD COMMISSIONER-EV6R. DATE COUNTY ENGINEER DATE "`_-1 ___T___T _. ----- __. - . ...._._._ __.._..___..._ -- _ _ --- . -. �_. - - - -_ --. -T ---- _- __. .. _ - __.. --_...._ .--.------------ - - - -- - - - . - - - __ _ �_ II 52' T L=89..88' . . : O.C O.C . T/5' PORT/oN OF 30' V.C. : . . . : . . . . . . _ - . : . . . . . _ . . _ - .. . _ 4i. . . . - - . . : . . . . . . . . . . . . . � ova P.L = /585.68 . _ _ _ . .__ _ _ _ _ __ _ . . . Q�nl . 'l q : O � . vp ate. � : . . - li C1 . . . . - I ; N`LY TOP OF CURB o +►.87% : ` . . . r . . -/6 6.30 -__ - -_ -__. -___ - _-_- - _ . _ ._ _. � _- _ _ ..- .. .- _ •}_ .. ... ...._ __ �_ -.-- _ }._ +- �_ 1580- o sT.9�a• r� n _� m W . 6 M 2� GROUND P r 8¢ s : . 1 . . b . + EXISTING G OU D =/5 s m o° : OVER STREET Qj srA.ist43.72 `�H t- B �2; N : : t 7,"'ll - � ' - * . . . �_ - - - I - . . - . . . . . _ _ - _ 44 �4 L/4 . . . - - - . - - � - _ �, � j o 4i to � . . . . . _ _ _ . - , _ _ _ . . . . . _ . . A. % I'�ll - ,� - _ �Q - �1! ,_ - • lei ti ry o ^ I',- N h - Z4A1- 2 2Z�o . 11 . __� h . . . . . , ry mob . �. _ _ _ ._.- � - - _ � �T�- •--- 2oe9' . _ _ g - : _.. _. i . - .. . .: - : : \ . . . . . � . - . : . 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TOP OF CURB �` �, . . : : _. - - . a� . . . . . �b . ^ �L/-� + ` . . . . . . : - - - r . . _ _ . . . . . . . . 21 + . . . . _ . _ _ - . . . . . _ _ _ % . . . . . . _ . - . �'2.a . h __ __.____ __ _____ _._ _ 1580 _ _ . _ . ___- _ ____ __.._ _ ____------- - __ _ _........__ ___ ___ _ _ - - o`v « . . c . , - . . . - - . . . t , _ . . . . . :b - . . . . _ : . . . . - . _ ._ _. _ _ . . . . . P.r.-/584.85 f . . � : : STA. /5t43.�2 . . : _ _.._ _ __...__ _-- to - _. _ . _ .. _ . , - _ - - . . . . W � _ . . . . . . O . . QQ N - �o h , O .. i O + - - - - _ _ . .. _ _ . i_ .._... - _ i _ . h - . . o � , . . . 0 W . m 1 G _ _ __...._._ ___.... ...__. i -._... __ __ . .- _ , . _ _ . . N N t * . . : : t : . 11 i N * * �n : � o -, o _ _ _ _ . o PROFILE HORIZ. I"= 40' : . I : : _ . _ .._ ._ _ _ . .. _ _ _ W I . . . . . . ; . . a \ � • � +.?.O I . : E . . : . VER I"2 4' : : . . F r.. . . - ... . .... _ r T. I. z - - - -_ 10+00 -~ - ________ 11+ 00 - 12+ 00 13+ 00 14+ 00 PLAN 15+00 16+ 00 W I = 40' 3 � Q Z � - CONSTRUCTION NOTES : a I.r) R/OG 0CONSTRUCT AC OVER AB PER sAN Br.RNARC�%NO C m Ek/ COUNTY STD. PLAN NO. 104. .j ~ SEF S N� pL (DCONSTRUCT !o" CURB AND GUTTER PER SAN 82RNARDINO IL P hT 4 q CE �.-' a v IO+00.00 ANNAN ALE LANE PN. I E IL //,4S QF S 2 COUN?Y STD. PLAN NO. 11(0. 314+39.&B RIDGELIKE PLACE Pli-I T/� / f 8 ``° I 7 /,3,56 4 � �'` -�` of `F CONSTRUCT SIDEWALK PER SAN gERNARDtNO CQUNTY `S r 7 1 © ) °, " 7 \ '� /",,,..' STD. PLAN NO. 100 �1M0v-,) di 0 1 7Q � ,, 7 7\ ( 0 `� '`'�, S�CONe,�•TRUCT LOCAL DEPRESSION PER CRCC STD. PLAN c /,_ ® 0 7 , / 7 Q + NO. 518, CASE g. w 4 0 ` (► N / / - a I `'' � ` �, D 0 53 � D 1 ` \) CONSTRUCT SIDEWALK RAMP PER DETAIL AS SHOW IS4 r /, hti � Q , "' %1 t 1 0 14r 4) � �, 1 1 �. ,,�---. sre.T NO. 2. *..---�- _... , O 37 AZ k `�.// c N (D , . Fit 11:1 � N d ` , `, N ' r' ` f� I-I .� h 0 .....Y. /T � h � / �F 'I D x h / o n W) � r � � In ,, �l _ ® 7Q--GONSTIRUGT RESIDENTIAL- gRIV6WAY PER C Y \ Q v \ t 4- -p �_ 10 , aW ,f,4N44r110 Lr4rWA W 940. ,O,AV • /V 301- / M pro\ © / Q - 4 \ u � 3 ' " Z •Ih �'� IS REMOVE 8ARg1CADE "_. . G Q 31p 4 -t o r 1 / Q 4- v to Si�t,� ��, E- co r 1 �, D v ESM T -4L.f' h Q ��`, F `�`. bh '`• �Z e l� �9 -- /N.STA JT. 4/F•/T 6YX� GUiYJ�✓�/ f�S. t! 6Y �C [}� p /y�� c I P.4/p 1 COG��O�it/.q TE l7 B Y GL 1/E,LOPE� L1 - . �� 'V/� C( ! 4 a - .v: e v I\ 15784 61 `. ® 1 _ W , I_ � 1_ ,NJ � N -�--_. 594.2 7 F.L. G"c F * 1 A s c D •:,, �,,/// ^^4 a�Q A� 5�°� Is�Q sa _ F _ �° _ w 1�oh�� ..,, Gr C ,z 2 �I o i i� I rs (o'� CF ' ��, � $2 /5 34 � � - :y ..•.a':�: : :.�:••::. STA- Ilo +� 0 .30 l' / Ir. I F 1574Q2F.L. _- .,... ti 2 0 / ¢ ANNANDALE LANE ¢/ /NJTA R S�UN� P175C .4�/NLYCGW ThriS P6A�t/, 'y (5�4•�7 F�. I / !p ¢� G"CF ` ` c �r E :.. 5 AND *5 E4u I CEO 8Y rrY IN sPs °cF Q w,y l 89 61 FL G ` P,4,E0 GY./,C vle Ct9 T.40 5 ,o./�•vT /z"/v/oE wHirE ei r�l r /,cam. Io � /�. � - /f b C t= H 4 E r. ..••.: .,. l �. ti ;' X58 . q 99'o5'i6' /G � /o. as 7. o¢• /8 > }� 4 N -� / - H �� , ��' U �, D �_ � DO ,� b. �., e, Qv r CF 8 ��� o' i3 5¢.oo ,ao / / o aa. ¢e r1 3 5 E N \ 4 . ( n 'h V \ . / c 7 / 3 49 J/. 85 /a. s/ Fh 4 OF 0 q(A X2 , 3 N rft*,. n i uI'll h \ " _ 4 '` C O 7/ // 03 5. w 10.2/ 3. 5g \ ASE I 28 l ` Q ` _ ` ` 3 y � - 3 .'/y ` �. 7 g E '-w- g-', 3d' /o.o0 ti � Q /a. �e e. a3 TR �3 . 4 Q \ � y` 0 •Jd'�35�/3` 55.Gb 29,3G /5.of t ,. 565 �► K � y 0 �, 3 , n h � v\ z G ¢9' 50 02 !N 4V 4 * 7 I _ 0 /. 75 22.30 / /3• 7. ZS �7 0_ . 7 � 7 E 7 Q si 37 iG' /5 0o s 1 r.,.-,,- O,iRoF E5.5/0N ANNANDALE LAN E ���� �v -t I I . � c.� P _� a Q ?P o T,. RECOMMENDED FOR APPROVAL; ' w N� cco- 36052 m �'' WILLDAN ASSOCIATES CURVE DATA E . 6 0-9 ° ' 0 I& R L T .. 4L��v -. Z//j e R C E Z .9 DAT O 13 01 20 500.00 I(3 .(04 5T .Ofo I st CR r ,! - :"11 , B 12 2 D(o' 482.00 O4 .47 52.44' - I of ESSI�yq 4rF -CA 01 ' r. �'/ EXP_ ,3Z /��_ r I. O 5 ' '� O ' ( O T' O ' �O \S��E L- Srg9 !fe FIELD BOOK REF. '11COUNTY OF SAN BERNARDINO W. O. NO. 0 38 44 2a .DO 4 5 ZI. 9 Q �Q` 9 , 11750 sterling Ar enue, suite 1 ROAD STREET IMPROVEMENT PLANS 1, ' �� 41135 ) Fusc F Riverside, California 9250,3 ADD ��/rE!✓Ay 9T. L/G.'/Tu^ /0 9 ZS7 z8 44 40.00 1�9.�5 49.810 �, _A O D DEPARTMENT ,/�;� �1• 'P (714)354-0161 a Aov PAs�a ,fit 1,r , E 36*44**ZL 100.00' 40.57' _1.09' CJ,, �' 1 ,,p0 S.�'i'N/it/�i' ST,�/P/ p DESIGNED BY DRAWN BY CHECKED BY ROAD NO. ; W 5 A, .' -99 Pi- ASE 5 THRU 10 IR .Fft%J 1_:. APPROVED BY )'i /2° ? O�oN 51».00 EXP. �I "- . * W IN �. ~ T R ACT 13565FILE NO /%'I.- f e� ,�`e h EMITTED BY C.D.E I,4 rl11\4 % � WIR __ ASST. COUNTY ENGR.-ROADS DATE _3� t , l� �Q RECOMMENDED/APPROVED BY ANNANDALE LANE OF C AL� Civi!Engineers • nand surue��ors _ �j 1 o-•I:L -t$ STA. 10 t 00.00 TO STA. 16 t 06.30 SHEET 16 of 24 MARK REVISIONS APPR DATE ASST. ROAD COMMISSIc`"FR•ENGR. DATE COUNTY ENGINEER DATE . A 4�of 85 t_ ... ..- - N s 7 3 5 ✓L/ 0. L 7 . G . , � . . . . . . . , 9?.0 - . . . . , . . . . . . . . . . _ T T 5 /Ar ,�%� C � a � � p � acv PI �S 1. - � . . . . . . . . . _ . . . . . . . . . . . . . . . e . . : o -AZ na � N ° �� � � off _ � � � � � � 14)� � �D. �'�'�o . : . . - _ - _ . _ . . _ : _ - -..: - . . : . . : _ . . _ . . - . . . . - . .. .. • . . - . . . . . . . . . : _ _ _ N`LY TOP OF CURB a �' . : : : . . . . . . . . . . . . .. . . . . . . . . . - - _ _ . - . . - _ . _ . . . . . . . _ . . . . . . . . lt� . . . . _ _ . . - _ . _ . - . , % >_ ____� _- ..__ __.__ _ -_ __ __ --- - ---- - - _ _... _._. ___ .. __ _____ _ - ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._-- . .__ _.. ­__ - : _ - -- - _ __ - ----- . .. ..___ 59G--- _ __ _ P>>>se.?s7 - -_--- -- -- srA. / t �. 3 rn . b 4 \4 v I I G UND X STING R : . . ,�,� . �' r ` `n E 0 . S . . . . . . . . . _ _ .- - - .. _ . . . . _ _ . .� �. 3 : 0 0 Z h o . VER � .STREET v h ° +. . n . . . \M on K \ 8 + �r� - � �'•Q' \ TsJ�!-� .5f -?1'v�t V - . oti h ' - . . . . . _ . . _ . . . . . _ . . . . _ . _ . . . . . . . . _ _f o H ° --�--'' Fl N CS NE D SURFACE y . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . \ . �. o 50'Y.C. - 01� : . _ - -- -» . . . . . . . . 13 11 : : . -k _ c1 0 ,) 'N ; 5M. /W,,-,%,.--v, ,i 'e / - 4/-9'l� a 7r : : p : 4 1 . . ✓.C' \ 0 {. D C ©RT V.C. ° P QN 0 3 _ _ - - - :..___. _ _ _-_. ._ - �-- 1590- _ . - - • - . : . . . �W. P/. - isez.s8 cq a'c L 1, 2�� a` °v . _/ . D' • - STA,= f 75 - I i "A . /p 4` . . Q b N o, v. P= 597Q1 v� 4 _ a .. : . . . . . - - _ . _ . J. � o _ . , . . . . , . . . . . . . _• _ 11 Q t- � L . . o h) '� . . __. . . . . . . . _ . . . . . . . _ . _ _ _ . . aN o : � � . \ : : : : i . : . . . : 0 _ . _ . � . 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PLaN No. II(v. t /595.? =L / h - / _/r 4 CONSTRUCT SIDEWALK PER SAN SERNARDI NO CO3NT`( STp. F / � "-,C,_CF Q T 0 . 1. < I � Pl./acN NO. I CpI.Guy d D.� v ,p 0 S T � q � 5 CONST y 1 p % ./ &-CONSTRUCT LOCAL DEPRESSION PER CRCC, STO, PLAN NO• 41:119, F�` 8 1 , � p :r ~* � Q�+ 518, CAC,F- "g'! '4 �� lh a•( ,o �; tri .-, a `� ® I . r / ' x 1 e, j' CANSTRuCT 91IJEWALK N . -jL O O N L S�� SHEET 2 v Peg DET-I�1 L Ary si-10WN ON 3 % 0 n � � '' ` ,� '- M l(1 '� v� (X / �_. SNE ET IAP SsS A J' ��• � U�i o�� N N '",, \ - m ' '/ -. 2 g V\I � � `" �-o,� /9wsEo - T�----.� , / - _. , O0 R ; " *% n �� ,r j Q v J J <" CU.PYE' OAT.4 ZQ 7a---- CANSTRUCT REStAENTIAL DRIVEWAY P{rR C/TY oma'' �' i �, �PAibrf�o c ,a sr0 ^/� 3os --. `. __. yi 7 --- - - 7 Az �' vl 0 -� 0 Vl 2 7 9 A N IS REMOivE BARRICADE A 11) �` 7 7 7 3 9�- TAGL S T. G/�H T 5800 F.�✓ ft�?S-l! BY 5.C. P.q .....� 1 r t CQd e�1A1w7 'E O dY .GZ_•VEL 0IE�L. .\1 7 CLAREMONT LANA �, "ll ____. 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Srgy COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS �, 11750 Sterlink Ai enue, .Suite / �, i '9 G' F SC Riverside, California 9250.; AO�/US'T srrEET ELE✓i4T/ONS. _ �'i- } ROAD DEPARTMENT O , " v , ' '� �' 41138 rp►1Rl, 714 AOD ,::F yVAIIM� LTTiC/O//Vl,+' B•/7-/D // Z�// D/Z /G/•�4 B/•/9 0 // ZS /l B30 /105.43 BZ.99 col ( ).354 0161 5 +g-� PHASE 5 THRU 10 ROAD NO. ,� / ar- �t 7 � r" Acc 5rREET U6ol FvSc�c F_NG1J0 ;y3 DESIGNED BY DRAWN BY CHECKED BY- IAPPROVED BY p rT ® /7°.�7'/Z" 9, 44 27B' /40-//' q) /70 ii 921 ZD3.64 /42.90Mm no, ' :; t T 1 SA V T 135 65 _. FILE NO © //OZ�Jw/ 79¢, /GJB•Z* 7! •-'W O * EXP. . ...�.. # SUBMITTED BY 1d. C.D.E SAN VEVAINE ���� / ° 3 /l Z /37.32 O 4p Q'� ASST. COUNTY ENGR.-ROADS DATE Q 7 BSl° ��•47 tql CIV1� ���• RECOMMEND D/APPROVED BY E'CF CAL. Civil E:•nkineers • Land SunwWrs SHEET of MARK, REVISIONS I APPR 1 DATE ASST. ROAD COMMISSIONER-ENGR. DATE COUNTY ENGINEER DATE jTA. 10467.00 TO STA. 21�` 68.78 IS 24 -I-_____--_ - 4/ �'�r.� .,�...rr..r+.�.r.�..�� . n.. �. _1 � -._.... ...... .- ...-. __ •-_.__._.__-.._.r-.- � '__ �--"-_. �-__ __._ _-.— _,�pu/ ..._....._:may .__�_... _._ _.__.._ .__-+—____ ..._..... ... _ _... -._. .i. _....... ... -....._........ .. ............ ....,,...... �._ ._..... ....... . _ -__._._..._..__._ _ _ _. TAY✓ - Apr W TOP P OF CURB 5.93 fn o a OD (\ 0 n n �4 h _ _ ltl. 1� K\ �Y �?J'oAll h �1 h ap n N \ ti n1� N\. N\ m a N N NFINISHED K ` SURFACE OD S T.�Z3+/5�OD 4 � \ � 1 a \ _ O _ • n Ln Ld Tj w 4 0o a N �; j o o EXIST GROUND p �a = ¢ ST. CZ�cn OVER Quo) a X11 ± �. � . D � 0-1 hl N11- �. p N r r r o a �, e ELY TOP 9 �, o a 42 o OF CURE 3� m °D \ N � o� � � � h �h pn . V o o L/ � 6) o4. N� 14 o� 4 �i - \ . . . . . fs, N � . 1 1� - taryl If T R STA, 517 9&Al •' _ M.P11 7 4W.4. LL _ - ., , N PROFILE HORIZ. I"= 40' _ NN \ VERT. 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N �1 ~� •. 0 eums'reeleT 9/UE-A z.,r .4•wwv ,Oe-,e AarrwL own t C �ti�� ,Y ` 1` Com✓ ew-.r r /{/ P Eck/vQ wooI �,Y`'� \ - �` L g ~ O7 A ' /2 COWST�PI/CT 8"C!/,P,B � G rr,6-,P SAP S41V D � � 2 � - ,-- � � +, O ,�E�P�v-4/PD/No CY.Yi p• /5 5 F D�'/12�,I�✓�4Y Z Q PER eev-1 t/T'Y OF •0:4--V 8,ff CA44,CO1A/O low Q �� . : J�.3C� •;s s''� 8•"CFL �..� �Q _ � 3 .STD OIM�. N� /29. i to10023 EQ6,E-,F /q/�/ SPA/� to %moo 'cv �� 8"CF I ' 2q E as F� 1�-- �NST•4L L S/sN !PDIST s(5 /ND/C�7�D ON T//�5 PC.IiY, G / r ago .� \ 1 _ _ ` ca /4N0 Ab R6Qu1esD BY CrrY tNs1 �Te2 . f / MOM a r \ /SBS 3SP` Z' ty5y SF i •� /�� C(x/N� Di �, a >O s _ �� _ 8 CF �OaDADA //VSTALL STREETu6f-/T 9500 LUM�/V h`/a5V a mv ago ' ,SANE MT %.. \ .oF`�A 41 -� UrU,eO Una - ��_ ,3r 5.G.E. /�A/O .y/\/O GDORO/NQ TP.� >F3y Waft 000 � � ; 3�,,L � .3 , 177� v �J� \IT e �i 3Q Sri /VOTE BELOI!! _ 1:51 gift Of 0,00,0090 000 % ' m gi ' �-� Q` •,`�--� `�� .5.�S/�5'El�/it/E F.�YYI.S'l. �5r44G�o cn 8"S1.0L/©If/.%/T� /f/,EO iVZ9.0? AO.Ar a d► UHT/4 � � %O�O�/1/T/Q11.4�!%9�NE � �v � � � sAH 9ovA/,s,� /s �.✓ ,����l =r�I��1��l r �i�l�� � ' /� ,y FF,C O.�EN TO Ty,2l/ r r r -l- 0 CURVE . DATA 0 0 Q R L T � tv O �A 12° 32'41" I191i' 2(ol.8le' 131.g�' �' n Qo 85.0 -53 27" 4ee ¢r -5-oe SANSEVAINE o .1 1Q �,pFESSipN 0 19° 1574 1214' 422cM' 213."' 11'78' 70°1(.!0 (05. 17 �``P ��� �<19 �� N sEE SHRECOMMENDED FOR APPROVAL 0 �; Q a IC:e,"A4/NO ��/LE _ P z WILLDAN ASSOCIATES 1,40- 36n5292 , R.C.E. Z g - 9¢9 DATE Q�OFESSIQ�q� �^ civ `` EXP. 3L,34Z9� a /� t,. ��� c�� 4;138 9 �' U'SO Srerlin Avenue, Suite I FIELD BOOK REF. n� ' L� COUNTY OF SAN BERNARDINO W. C. NO. V. f '55$ '_ Z•� IFSCI STREET IMPf Ov_ 1ENT PLANS �',,1 k;,v�-cide, Californtu ,2503 / ADJCJST ST,PEET ELEf�.4T/ONS �4,Z, ROAD DEPARTMENT`� '� "'"EXp �, I ; " qi (i4).354-0161 3 EI-E✓.4Ti0A/ Ch',4r1/6ES J•4N — PHASE 5 THRU 10 ROAD NO. 1E!/.9/N� iQdAO. .I00 DESIGNED BY DRAWN BY CHECKED BY EXP 3 -- -- -DADA-- - } -- '+PPROVED BY TRACT 1 S C!yam ��P� * !N/�F�/ C,QESCENT.O !T/�4f� ,u� FILE NO r�OF CA��. / fl , CIV ��Q.� 4 __.. -- -- - - 1 -- S HMITTED B1 4 ' /1/ --- _ C D E — / F �, � �- _- �k. t, C• ASST. COUNTY ENGR.-ROADS DATE SAN SEVAINE OF cA - - - �671p£�T �-/6NT�. FusCoc' EN 4 SAN BY Cir•i!u'nkineers • LandSumi� wlrs -- __- __. �� de 5-�31(� 12 •i2 gg SHEET of -DATE — --- STA. 21+68.78 TO STA. 30+03.90 19 24 MARK REVISIONS APPR DATE ASST R D CnMMISSIONER ENGR. DATE COUNTY ENGINEER DATE -41-f 4-7 0-f- IF 5- - _ - - - - -- - ' LY TOP OF CURB.:.-- � �" � � Mo OEiI/"l/r' S /OEIV T/CAG . LLL 3 A-i - CC o�wIN 0 0, o T _ _ _ 1 __ _. . - - _--- _..... _ ....._ _._ ._. _..... _ - - _.._... _ _ _._ _ 1585— - - — - N59E89 1595— _ : t600— 1605— ;N (r �. M " {2 9� • W!�, � f 3• o M � � . . � _ � � ti ', - �Y dory C©�t/T.PGY .4tZ'CES`� _ J M'� $ �► . o * N �? : : : : : : : \ : �t.4.�lit' PER HEwoE�cs�.w cs�.4.wr�sE _ �i _ IN FINISHED r t0 • SURFACE ti. Ki 4�� a off . o7. � . 0 o m � 1585-- ® M _. : 1590 1595 _ . __ t6OO_ v - 1605 ;�►4. _ _ _ -- _ __ _ _ ,►D��vr/r G 9oJ o°� �� ti M � tz 9 0 o a� ►� o0-00 EXIST: GROUND OVER o 4i lo : STREET. t o � rp ioE,vri (� _ / • m J � - - o 41 z W71 q1 i D 0 0 / L r W J , DE o .- • - - - 1585— W c; �4�� o N ° -' 1595— 1600- 0 1605 _ ✓ i n a1 4 � E,l. : m� M �' 0P CURE YT � � v 0 U O b v,�A �►' _ O Q o- b • L_ '� sPROFILE VERT. I"= 4' 30+00 31+00 32+00 33+00 PLAN 34+00 35+00 36+00 37+00 38+00 40 _ y rR AoEZOioA L OA?A/NAGE �/S/OTcE' ,qE N A? S'Ti9 30 Q� _ I l�,QADEEf�LAN3R RDU6HZ ANS !� f 51D �,c e. R/w rNTERIM GONDIT►ON- z TO .3�` 7?, .g3 /VEEP NOT BE TE.MPORAY TURN AROUNOI I TR. 1354,5, PH. 5-/0 > REQU►RED PR►OR TO , 50. CAL• E,DISON cn3 97R1PEO U/1/T/L "Iys44e-Aw/iYE/9 Q 5 vP.►NETt�pF s.•.N oPF��r W � � I i J� J 4"�orEN H STORM ORA/N He4OW,4L C TA/L _ r�r� ~ r (j SEE/I/GtrE © f'E� .COU6f/ G�C,40E PLAN r 1 ,P/Nl DED/CATEO TSP./.?5(05, Aq 6-/0. STORM 0W4141 U e �p To SAA/ 6,6,eVARo/,jD DETAIL PE.2 NEtioE�so�v _ COA161*9[/C r/0,�/ X1/0 rE$ J�� COVNtY FGODO CH,4NNE PL�NJ. m 2 c 2 21 c o�vienl, o�SrQ� r , / COa/STR[/C T ,�e oYE� AB Pf�Q 5t4N BE,QNARD1D 3 0 a; 2 ,-- , �? Cot/NrY srP. PLAA/ ND. /04. Lm ro 31 M m O ¢a--COA/STwzle r 5/DEwALK PER 5'.4AI A60VA �iVO ►• m C.061AIrr ✓")'D OLA/ �t/v. /Da CAPP.) O 34. `' _ /2' / /2 21 COit!✓TRZICT 9r CdR,6 % G!/TTE,e Aeg 54AI CMZAIAQO/.1/D son- - �`— -us3 � (��--- CONSTRUCT TIMBER PILE FENCING WITH GATE OPENING 70 �� Q - "�� — 3 PER SAN BERNARDINO COUNTY FLOOD CONTlk01. 3 - -«�� /B' �tlo. / y�/ DISTRICT STD. NO. SP- Ilo2.. / 8 CONSTRUCT COMMERCIAL DRIVEW?�Y PER SAN 13ERNARDINO 33, dCF 35 E- \ 8 / GOUN STD. PLAN NO. IZ F-. /SBS•94, p �D I'24' l'✓ /5�0 �7 ie' 3s 9 W 8 G.�—' A 31 B . I c°Mao. 3i ?� /i ®4/ /NSr�t6 s��ry POST�S /AVO/CATEr0 aM Tyl.5,A 4r�/AND �\ , /�g�9G — ... —.— /C, --- I I F,Re r R EROV/ N� AS REC�c11 REO BY CITY /�ISASC rR-. cl) a 3s ' , — —_ �o i2_ '4 ISI _. j Z/ c W J '— — E4�E T'P/I/� sE-,Pl//CE — �. _ _ �_ w a @--/NSTALL 5TREET L✓&Hr 9� LG/MEN BY -• -- �— _ _ ro Q S.0-&-. PA/D ANO D.G?O/�//VAT�[7 BY CVL-O�P�12 _ _ _ q . .. ._ � _ � .�� .� '� ��� � � OF P��gED 1Nf.S1" — — _ _� _ _ — — o CONT,e� S'TA .32�� _0�' I ACCESS AMP -LA!�� W �E'�EAI-6114 ----�7111111111 Cp \ W zh UJI CURVE DATA q 07'//'4g" /204" /5/. 23' 75.7/' 0 20'/S'/9" Aeft ' V58./7' ail moo' //86 ' /48.97' 7¢.58' Y� ' IZZ2' /53.49' 76.83' SAN Rlw � /3/4 458.48' 23/. 60' �Q� SS1QN PROPOSED HENOMR5ON C-4ANNEL /?7�' ¢54.x' 2299(0' Oqr r; 4<` .',,�ZMPROVEN►ENT5 PE.R SEPARATE PLAN, TO BE ��. QN� A? - 2 PROVED BY 9AM OE2NAP-PtMo NtY ft,ADv CoNfRq, pi�rR#GT* RECOMMENDED FOR APPROVAL: j WILLDAN ASSOCIATES c i� g No 0 40 80 120 160 n xw)!�6WK l DA 88 R.C.E. Z �9 DATE ESSlpyq / � ,�' EXP 3Z3/�9/ Q C < \ ! -=="" COUNTY OF SAN BERNARDINO N. O. NO. ,�• o�� �w Q\ �E �- srgA9 Fy S FIELD BOOK REF. _5 r - n�, 11750 SterHn Avenue, Suite I - - o. r!•c,. ai�385�, Riverside, California 92503 ELE!/iIT/ON Cf�i9N��S' 6,4N 4 s 90 STREET IMPROVEMENT PLANS z, ' (714)354-0161 _ sE�q/ ,�o.�o. --- - -- ROAD DEPARTMENT — +. gra sus. -- p� _ PHASE 5 THRU 10 ROAD NO. `" '"" 5 40d �9/�'/l//elf" � JST.P/P/N4; e./7•J►D DESIGNED BY DRAWN BY CHECKED BY APPROVED BY s �ClV1L�`�- J °� EXP ' -�- a ADD STREET I-le7H �. FosCOE FN Jp 3 TRACT 13565 -}� FILE NO co0vFDF CA1���i `� �, - — -- SUBMITTED BY „% - C D E '4l Q RECOMMENDED APPROVED BY ASST. COUNTY ENGR.-ROADS DATE JAN SEVAINE SHEET of OF C Al�� cfvf!Engineers • Land Surveyors - �0 �� __ ___ __ z__• zz•P�' _ STA. 30+ 01 .66 TO STA. 37 + 70. 95 MARK REVISIONS APPR DATE ASST ROAD CO v- DATE COUNTY ENGINEER DATE o� 85S a