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HomeMy WebLinkAbout409 { GENERAL CONSTRUCTION NOTES 1. ALL %NORK 5Fl4h.L.L BE IN ACCOROANCE W 1TH TH15 PLAN AND THE COUNT`( OF 5AN 15ERNAIROINO AND CITY OF RANCHO CUCAMONGA ' 5TAPIDAROS at%10 SPECIFICATIONS. S. COMPACTION 'TE5T5 Or-EMBANKMENT CONSTRUCTION, TRENCH 13,NCK- FILL, COMPACTED ORIGINAL GROUND, AND ALL 5L5GRADES SHALL ,A.-r S.F. R.R. -T BE PERFORt,1ED AT NO COST TO THE CIT`( OF RANCHO CUCAMONGA, i- iA WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL 15E EIGHTH 5T. 3 I2` 32` I(o` to' 'I` BENCH MARK SUBMITTED 707"C- CIT`( OF RANCHO CUCAMONGA:5 DESIGNATED IY 1.5` 1'1.5` t3` 3S.B. CO. 5ENCH MARK NO. A-154 INSPECTOR FOR APPROVAL PRIOR TO PLACEMENT OF 8A5E h4AT- 7 5EE PLAN FOR MIN, CHIS."0" ON WEST END OF NORT"WEST CURB RETURN AT EtZ1AL5 AND/OR SURFACING. Q Z REMOVAL LIMITS J ARCAISAL.D AVE. SAN SERNARDIt.10 AVE. Q tt► s111 3. AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT rn O, ELEV. 1020.223 AND T4.4E PROPOSED 5-I-RUCTURAL SECTION 15HAL.L 5E 5L16M1TTED ' EX15T. C3R0. IL X Co 11' THE 50IL5 ENGINEER TO THE CITY ENGINEER FOR REVIEW Ww ANV EVALUATION. SIXTH 5T. W/FT, co _LEVEL LINE W P� Ot EXI3T.A.C.PVMT. ' ./o=-- VAS x,� AZFEATHERIW A. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL.BE -� p i% JOB SITE VAR '�-•p°/a " r 5j-`� (� SUBMITTED TO THE Ct[Y INSPECTOR L15T%NG ALL TESTS OR OE- R. I ( EMtN10N5 COMPLETED TO VERIF`(: QZ 4 ��//� VAR . i7_0%, ,3. TRAT a) R-VALLIE, SIEVE ANA>_Y515 AND 54N0 EQUIVALEN-T OFAGG- uj u FIFTH 5T. z I ( REGATE BASE. Q I 5 4 5 STRAIGHT, I b) 5TA5ILIT` VE (, OIL CONTENT AND SIEANALYFSIS OASPHALT CLEAN TRIM. {, 5URFACIN�IG. 3 EXIST. I 5. IF ACEG ASPHALT CONCRETE I5 TO BE PLD DIRECTLY ON SUB- R- 5AN BERNARDINO AVE. I I OPEN ADE, A 501L. 57ER1 LENT REGI57EREV 5-4( -THE E.P.A. FOR USE 04ANNEJ UNDER A.C. ANO P.C.C. 514ALL. BE UNIFORMLY APPLIED AT THE I I MANUFACTUKS ZS RECOMMENDED RATE FOR THE FULL PAVE- MENT W1OT14 PRIOR TO PAVING. TYPICAL SECTION G. A PERMIT FROM THE CITY OF RANCHO CUCAMONGA WILL BE RE- VICINITY MAP TURNER AVENUE T. I. . �� 6o 10PRIOR N W TN INHE CITY R GNT F VJAY OR EASEMENT. CONSTRUCT- 5 CA,LE: l = 2000 STA. 1+20.20 TO STA. 12+ 60 Z. ALL PIPE LINES OR 51-1155TiZUCTURE5 OF ANY KIND (AND TELEPHONE OR POWER POLE5, WATER METEIZ5, VALVES, HYDRANTS, ETC.) .I SHOWN OR NOT SHOWN THESE PLAN5 WITHIN THE LIMIT5 OF T1AIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS -CO 13E DONE SHALL BE REMOVED OR RELOCATED AS 13.5 t3` IZEQUIREO AT NO COST TO Tt-4E. CITY OF RANCHO CUCAMONGA.Y T SEE PLAN FOR 3' 3 SIAAL.L SE THE OWNERS RESPONSIBILITTO NOTIFY ALL ADEN' G1ES CONCERNED. i Z REMOVALUMIT5.J MIN. SIXTH STREET OZ `� N a -�- It__ ` r' S H o'H 6. WHEN ASPHALT CONCRETE 15 PLACID ON NATIVE SOIL WHICH �► _ 1(l� O� d - W i CONSISTS OF A ROCKY MATERtAL. THE 5US-GRADE SHALL BE / --SE 5 EET4 5----/ Q-. W J j PREPARED 5Y REMOVING ALL ROCKS WHICH PROTRUDE ABOVE 1 2 It rVAR,0.9y-IAZ-FEATH- THE SUB- GRADE AND ALLVO105 OR 0EPRE5510N5 SHALL BE LEvE_L. _ Lime ` ER1NG. FILLED WITH A FINE GRADED MATERIAL OF A QUAL1T( FETTER 2•'L�° -- THAN THE NATIVE MATERIAL, W 3 ti 5 9. ADEQUATE STAKES SHAM $E SET BY-134 f=- TO ENABLE Z �P ,.o EXt5T. A: TK P\/MT. HE CONTRACTOR TO CON5TRUCT THE WOIZTO THE FLAVA GRADES. N � W STRAIGHT, WHERE CURB GRADIENTS ARE. LESS THAN 0.50 OF A PERCENT `40 5 4 5 CLEAN TRIM THE ENGINEER 514ALL 5E CALLED TO VERIFY THE ELEVATION t_Xt5T GRD. OF CURB FORMS PRIOR TO THE POURING OF CONCRETE, 6 7 I 10. TURt4ER AVE. AND 51XTIA 5T. 54ALL. 5F_ RL5TRIPPED TO -T"F- 5A'rI5- I CK i TYPICAL SECTION CONSTRUCTION LEGEND FACTION OF THE CITY ENGINEER. 1 1 11. I SIXTH STREET T.1. 6.0 81 STANDARD PLANS Gt7-Y A1pRoVRL OF PLAA/S DacS NeT iRaEt►evE rNs eEyE•copC)t FieoAt I I 1 1 MOM76V Rrc5~5101L/TY FOR rNs COAX&C77o/1/ OF ER1zoR AND OMISSIoN D/SCoVe"p NI ( 1 9 8 0 rr" STA. 1 +43 TO STA. 6+18.04 It-1w ® © CONSTRUCT PC4. CUR15 4, GUTTER, SffCF., PER R.C. UuR/NG CoA1s7wucT/sA/. UAVN R6409ST 7-#C ,9CQv/RCD PSA✓ wI I ( R.D. DEFT. 57D. DWG. N0. 301- FCYI SI P Y SHALL BE FRq/A1PTLy SuBJ`►LTTE•D TV 7-#5 C17Y ENC/N6�E/Z uI GO` 3 CONSTRUCT PC.C.CURB � GUTTER, 91"C-F, PER R. C. NI I W I 10 II 8, Izz 22 8, RD. DEPT. 5TD. DWG. NO. 302 W 1 3 , ccI II I.S` 1.5` a o3 CONSTRUCT ASPHALT CONCRETE DIKE, g"'cF PER HI I 19 2 3 R. C. RD. DEPT STD. DWG. NO, 313 Q I h 60' 13 12 \$V-t 1 EX15T. GRD. ' ® REMOVE EX15T A.C. PAVEMENT. 2 } i Ir � GONSTRUCT A.C. PAVEMENT ON CRUSHED AGGREGATE ` MAY ® BASE � FOG SEAL- STRL.ICTURAL SECTION SHALL BE W j y p� r DETERMINED FROR SOIL TESTS. II/ W 4/F'T ___ __L_EVEL Lks -.-Y4/FT W 14 15 N 8"CF °.--r--- - --- ---" - © CONSTRUCT A.C. RESURFACING VARIABLE THICKNESS I I Q' 1Q 1 W -2/ 2�° 8 CF OR 5/4"MIN. A.C.oVERt_aY, ,Y FOG SEAL. ' Z �1 18 ® Q IN5TALL 579'FE7 NAME MARKER PER It. C. 7.0.I I I 17 16 ~ DEPT. STD. DwG. NO. 401 1 1 1 5 1 ® INSTALL POST WITH REFLECTOR PER A. C. RD I DEPT. STD. DWG. NO, 40,f I ( FIFTH _ STREET n Cor�sTtzucT o1zlvFwA�r APPRcACH PE3Z STD.NO. tot-C,�W VI "AS mcreD_2t55 SF TYPICAL SECTION &is COMSTRUCT C:URSSfOE DRAIN OUTLET PER STD. MO. 107-A _12 LF a 77 r LUCAS RANCH ROAD T.1. 5.0 4 19 INSTALL STREET TREES PER STD_NO. sol 44o EA JSTA. 0 t 41.65 TO STA. 6 +59.18 �p� P 4 4 20CONSTRUCT P.C.C. SIDEWALK PEIZ STD. NO. 10-3,WIDTH AS NOTED-IIt 285 st= 1_1w 4 ZI SAwcuT E RE MOvE EXIST. CURB � 6UTTER 226 LF INDEX MAP Zo FISTURE w1DENIN� 4 0 �, 8' l2` 2` >3, 22� g' E ¢ 2Z CONSTeuGT CUTZBSI DE DRAIN OUTLET PER 5TD 1CJI-B "w'As �F. ESTIMATE OF QUANTITIES SCALE : I =225 3 f 2 INSTALL STREET' LIGHT 0900 LUMEN HPSV 13Y SCE.; � ' � a 1.5 I~�-,r - t•5 � PAID � GOORD1I�tATED BY DEVELOPER6 EA. 1. EXCAVATION (INC. CLEARING �r REMOVALS) 9,000 C.`G 3I II"C'S TZ4 CONST`0jCT HANDICAP ACCESS IZAMP PGI2 STD- NO. 102_IEA. 2. FCC. CURB E 15u Cz11TTFR 3,520 L-1= EX15T• GRD. W H � 3. A.G. DIKE ra60 L.F. \ 4 25 CONSTRUCT 310 RCP- 2000D 6-7 LF 4 A.C. PAVEMENT 80,'130 S.F CoNSTRuCTION Nb �S �o� sr�> �r TRtiS ,i!,\ ' , �\ 0• I Q 4 2b �DWST. MD lag iomc•kKISTRUCTU2E PER STbk NO. 332 5. CRU5HED AGGREGATE BASE 80,-130 5.F 1. ALL STR��T TR�:t s ALG'TD 13r; PLANT r>u AccOFMNC� W 1T14 G I STAUDAR-D PLA M,;,- �+\I � " - �+ ---Lime - t „ M� 'I- SEC UtrTAIL 5�1++ ET2 CASE t_ IFA• - G. A,C• RESURFACING OR.A C.OVERLA`( 14 Q,'t0 S.F T?' `}-� _ _ _L_E_V_EL_ ; 6 C.F. Lime -�Ia1 4 Z7 iUST'ALL TIZAt=t=1c ST2IPi►JG E SIGIUTAIG 2. FF-1DR 'CO TUI: COMMegC�ME NT OF ANY PLANTING ACJ A&�000MIC SOILS KpotT SE{AU. 8"CF ,L°10 2°j_� 8"CF AS NOTED ON PLAN. 'T. FOG SEAL_ ID,620 5.Y. -- 1 8. STREET 11AME MARKER 2 EA. 6E Puq.NISI�ED rr�Tue GITy IIUSPa�cj"olZ. . ANy UOUSA(. 1DXlCiTIC^S � 1�lE1TK1E�JT i .1- '`--------�--� �� LiI�ANALK VF_F ICIeWcie5 MAY FL61WIR-E DACkPtLL 401L, AMC-P0MEi3T5) AA706'TC-;R-MW6L? 3Y T - 9• Po ST w/REFLECTOR 1 EA. I->•y 1Nsp crop- • LJ 0 9. ALL eTREP_T TW6 AP-,F- 60PJt� To INIREGPoN JD AcGENT9rTAC_: 15Y TENG1luf:691NG 3 1O. ADJUST M.H. M \jAt- = 2 EA. 5 1 I1. A.C. PNMT. REMOVAL "1,450 S.F. 'DM51ou. 4 9-tF-f�tT rRtr_y AV-(-, Ta &E PANif-O P4- pvtx-lc IMPF�Maq pLANs oNLy. ' TYPICAL SECTION LUCAS RANCH ROAD T. I. 5.0 STA. 6+59. 18 TO STA. 12+96.82 ST,eEET STREET TREE tQMMON/VAME S/ZE QTY SPACING LUCAS RANCH ROAD L 1QU/DAMSER STYRAC/FL(iA PALO ALTO AMERICAN Sif'EEr6YM /5 GAL. 46 2.0, O.C. HERMOSA AVENUE LAGERSTROEMIA INDICA CATAWB.4' CRAPEMYRTLECATAWBA 156AL. 48 20 O.C. R*f£ MyA-rc6 .. � Al. G ,.NCI. - PREPARED BY Fll.dcQK REF CITY OF RANCHO CU•CAMONGA IMPROVEMENT PLANS WALSH 91 ASSOCIATES, INC. z1_ _ - - _ STATE OF CALIFORNIA . PARCEL , •MAP N0. 4762 ROAD N0. �- 1600 W. CAMERON AVENUE t 2 . } , , .. -,__ � - itEs1��€a rr ,DF,ata� Of �rsECKfS.� g, APPROVE... BY . EY15tON5 BY AUDRCASEN E.NGR. O• U / /2•//-d0 �° ., :l�, WEST COVINA CALIFORNIA 91790 R C 1-ITM.- NT.M ' ( `�' '-y ' SHEET 3 of 5 PER DR.87 28 e s dP , y FILE N6. PH. (213) 962 - 6733 q E - _ TITLE H E _ ADDCD DWY SOWX T.TREES.S T 9 4 PEI? 1 No. 37888 � � e - _DA,99_40 BY R3 EN6/NEE&IMI #i s i . r � c iu��lTYED,lI' C0E . ^�I �' • , t !t1- �E.GK�Ek[�ED/t,RFkUVE >5v , i sf,t 4ke6, T 'L-�A f� . {�M tcFi0Ai. pert E s- 5- V.SDw •r of o ' 3�c ,,1• / 79--3 , T {� SHEET I ;of 5 ROBERT✓. B� RCE378B8 DATE '.' ' `�`j R.C.E./ 16643 DATE It`=�.�. IYr `' { i IEd >' ti [>r c Daft CI Y` E►�I<!NEf R.C.E. Gam J.N. 14540 i 1065 LT. m � + �o d� 1065 E.P., 13 LT. EXfS'T SURFACE lal W e5T RhN } 1 2 64 TopOr-Ov1fE5T CUFZB V ^ ss n C TC Ir u, Ln+ �.aoo /° a\ zo 1065 to _ O ,n to m C III t- 0 vi rr 90' 111+ _ O 31.59'~w t0 � in of0 �r � v --- ---'- in �- On curb on curb �uOJE o o t7 q o EXtS'C E.P 13 WAST of �. �� cj o- 0 9 I d1 mr M � rN 20 % N � 06 r O r 0 �� L12 p% l�lf1 O � f o m °�'jjW `� ± F N �-- ��+ o �° t�4 Z. ►ten+ -Di f dD tn a a_ �-0 p?O _���'- tri � ems° 0 2 ID lil i9 �-�-- }139 °/. �,�� +t.2�_o-- o }a ° % 00 d N r "y N r b� u`n► `� -�- ' � J N �. r r �f111 N in o UD � �.��`_ � t r7$O cn } to 1� �- 045 LT IL U.U. " �' ttr } FINISH Sut�FACE un N +� or^-Q v d for: d NdI� t 1.220% •t t.o8c'% m 13' WE5T of i9 _ 1065 RT. �-�`� r1 '1 + N in J� EXIrvT. tT1MT C� . pIfA c Ln u- v t7 f1- J 1045 E.P. 13 LT. � r _� _r--- Ln _y---- �p v � d +O at1 N �- � VX15T.TOP OF CNANNEt_ .� WALL 16' EAST OF � � %.9d) �� �� 1045 dM vJg 1p SLA 0 in CL Lp 1 tr in m mat) IV ��-'r- �._-' EXIST. PVMT FLOW-LINE a. ti 0 - v �" - �- (9 CHANNEL WALL a , a�0 .40- K1 „ N to PROFILE SCALE I-07-17- t" : 401 1045 RT. BERT. 1 - 4 0 I 2 3 4 5 6 7 8 9 10 11 PLAN SCALE I1° = 40' CONSTRUCTION LEGEND �. CURB RET. DATA I & STANDARD PLANS W R ;.go, 29 03 J A 23 4 a CON5TRLICT PC.C. CURB E• GLITTER, 8"C.F r PER W T = 20.!7' 23 4 23 4 1� X C. RD. DEPT STD. DWG. 110.302- 23 4 23 o 9 �, w �N ® REMOVE EXIST AC. PAVEMENT. � 0 (l K .Wj (, I �5 CONSTRUCT A.C. PAVEMENT ON CRUSHED AGG- 8` ,L2' 22g ' Fp• O taw n f� v ? 'f�� 0 I REGA•TE BASE 4- FOG 5F-AL; STRUCTLIKAL 16 15 IZ n I I IN V 8 I, Wti 7 5 SECTION SHALL SE DETERMINED FROM SOIL _ W ci lu W 4 y r TESTS. [L 3 'n i m� -H �� Q T g © CONSTRUCT A.C. RESURFACING,VARIABLE t9 9 lj W ' J w + U ,`R� �•: THICKNESS, OR 3/4`"MIN. A.C. aVERLAY st n� �o o ® 111 * m COMSTRUCT IMPROVEMENTS m ®26OG 1" m FOU. SEAL. 4 PER'TYPICAL 5ECTION 5ES (TYP) 0"O (9 t IV STALL STREET TREES PER O 1L o � STD 1U0. 501. 19 20 O.c(TYP) h SHEET I. �� I4 °IIIJZp w COKISTIZUGT P.C.C. SIDEWALK PER STD. 1110. f03 • , ; 126, 6' 151 151 W. 1?/W 15f KBO' 18 w (wtDTH A5 NOTED) Z - + + r + r r t + + + } + + + + + t P + + t + } + + + �- +- + + + + + + + + + + + } 4 t'n N I r ,. �, . �- N 22 C011STRUGT GUQB510E DRa1N OUTLET o _ o -rG o TC PER . . .. _' _ STD oto. 107-B "W"AS NO"fEO. A4�UST M.1•l. til (IUSCo-72 ADJUS fr1.13 j `rt' l 23 IMSTALL STREET LIGHT X800 LOMEM HPSV en 0 ^�(� �a��yF. � 'To FW.GRADE 1� �+ 5 (lp6�.os1 Fl Is+ N --O FIM GR'ND �+ �5 BY 5-CE; PAID � COORDINATED BY DEVELOPER. - -__ _ - - o 5MI4 O�v I 2� i e�? 2 � � TZ, fi4M� 1C1rz-z - '� �L L in L �� 6 � 14.P 4 s pCONSTRUCT !-FANDIC �P AGtE55 CAMP PER .;/ C ��1��_1�,L + STD. NO. 102. r i�C'�osr.e ✓ L) SEE-DETAIL "A" € PROFILE BELOW. J01N ° 02 38 v" JOIN r JOIN o EXIST A.C. PAVEMENT - 1 Cb(�15�' '�j(o;l �� EX1'9T 12°CONC.C14ARMEL WA1.L� 0 2� EX15T. CONC. O I - - -- - c PEN CNANt�IEL � 'r --. ----- - - -r - ®® Coj���j'. NtO�t�I�D JUNCTIUtJ SfiEZt)CTTJE �1D-3 QIZF_FER TO NEfZMC>SA AVE. Sr IMPROVEMENTS_ J E. R/W J Z pl.(Z ST�.NO.332 -cA�jE.I, SF.E DG�IL 66LOW 4 >3Y MORRIS- REPKE UNDER CITY CONTRACT. 11.59 e�iu_ �4oLE 111 To �X•tZGpi AVENUE oITY STD Q O.C. INSTALL ft-4 (W- s�t;PoXY Q Q Q J N HERMOSA IL Q (Typ) Z z Z m ' a 3 Z m Z O W gH TYP #� t3A�@ t2'o.c °,Q 2Q U I oQ_ Z 12• 2 0 a K '5 7 pt O[ I 3 ao 010 t) N (Y'If n �° to N �� 1;xIsT. to x�t t�C6 o a *o 3 m U `4 + - + _ W 9 Tye. to_ t+--�. to N . s i I l � Iu / �� - c _� i Dtzlu..I.4oLs ,1 NSTa,u, 5 S,n,UVCt,tr Dµ1lL 4401.E INTO 6X.ROt3 + () II I (47,95) w �.so" 6A� 6t'dtCy(TYP� CTYt') I INSTALL • [ �ti''oc.' ® `NdT MTo ut%�MoSA AVE. ,�T IMPRovEMENTs e n _ r I CURVE DATA Ex OUTLET TYP + AWCuT 4t3A�5[� rPotcy (tYt') ! UNDEF- CITY COW'F-ACT VOF- sTf?66T/STvKM pPA(KIJ N 89 3�35 E I I O I 29' 30' 5-7" -Ag Fs 2'' O.C. A I) _ EczE g o - 3(0" t�cP (TYP) ( I�TYY� 5BA1�5<tYP) STFZtI'tNC�1 StvNltsG k ST.UGNT�i MY 4JotZEZ(5-RGPKE - - - I - 22.50 N I L = 1 1.59' cp I 1 I ^I o T = ' 5.9 3' - NGL 1 I Ex. lo': RCPS. I ( 6o pc I I� #4f3e1/Z5(JIZ��OG. Dt�tU,tloLE,IUST�u, 5 I 0110 EDGES (TYF) Pi1> 3!c" DRILL { 016 tNtD EX•(�cei gA1z �P°xY CM) u N lt= EXIST IZcE3 ca�TAt1�S I ti. I Q I I 5GG SECTION L-G 4 (,TYPE INSTALU +-4 54(-t Epoxy CITY STD• 332-GhSEI} -� 4 mve VF-F-r- 96lNPoRCF.ME MT GUT STGE:I- 5ENP I NTO 3 25 _ = 0-007r, I Ltypq ! �u/� V�GW poV Mom IMFOV-g5% �MPAcT�O 1� II --- - - - JtsNCT1Dm STRUCTUR43. l + l9. NERMOSA {4l.TCs INV. NOT�ilki�tlN 41. 19 I3A t lu s1D,6 V/ew / V) 31 a=Go' 26 aro"PIPE'JOtU 2 9. %:r. RCPop Z U.1 t4 � PEROCCWD REQ ELOM ETS 9 LL w Q oo ��� II 8 A RCB 0 C.RG6 • . ._- m Ex. t5"St=vVEtz W. 0. 110. 1.t PREPARED BY _ © �� �E�� FIELD BOOK REF CITY OF RANCHO CUCAMONGA IMPROVEMENT PLANS EX. C +� e�lST. to�o9G, L.F. �2 10'WATER 9ZVW/O4- O aro" t2CP- 2o0op �a WA LSH 81 ASSOCIATES, INC. STATE OF CALIFORNIA ROAD 110. _ �� 1:fv PARCEL MAP N0. 4762 E 1ST. 10'x 7` IZC ; { 1600 W. CAMERON AVENUE DESIGNED BY DAANN Br CMECAED BY APPROVED BY ! TER.86 N _ PROFILE ® %� �� WEST COVINA� CALIFORNIA, 91790 uT.M. N.Tt�. TURNER AVENUE FILE 110. PH. (213) 962 -6733 u NO 5CALE a r�, Z r AF, op CONtwcT It;` ` 6 oto M 1 lr2 C-01J EcTo ONLY G-m y t� SUBMITTED BY FIFTH 8"w R A AN ' Nu. 37888 STREET, t, -3l-01i `1}93.04 ►�fMoyA �R �t9'4�o RECOMMENDED BY FIFTH ST. TO 1022.14 N'LY. DETAIL 'tA.� a 3g� W�0 � ®��L,,--�; --�' gr��,�o � � , - �_�` ��G� !Llt,�F 5-15-79 A ED ST TR£ S sDrti'K E 57 LiGNTS PER t ; p� /1-,��-79 fv�Iliy hdi N GALE Ro6E27 J 3 LL RTE 37888 GATE >; j�= /,�Q`\' R.C.E. 16643 DATE MARK REVISIONS A R DATE DATE CITY ;E GINEER R.C.E. /DATE SHEET 2 OF 5 J.N. 14540 i T. C, � + � o 0 lio v 20 p FUTURE TOP OF WL5T CUR115. � + ss.2to 10 Z co ON CURS N k t� � EX15T SURFACE 0 WEST R/w Q- p +4 -�/_�.,�1 AaD% + N 8' LT LAW-LINE U �r1 a30°ly 0 ° 2' �+ 1060 �. 13 L: ZGS•5 tr TOP OF WEST CuRB a '� roti•V to ON CV'R� g"C.F 1 I.G►q I /o N Vto N til to r th I �9 +in wdo 2 0 -� O i9 3 G� % 57.a5 0 p o dt.ag0 EXIST T04� OF WEST Ct.IRS +O V 0 ki.CO40°/o EX15T• SURFACE Ln fi► d t(t 0 1011 t9 m i � G 2% 0 8 1040 LT. w r No 1060 RT. �m Fll`ItSH SURFACE 1.428 r o to 4m %9 + atj Ton, ,o UJ t 1.42a % : 2bg�a� N q80% III N 0 N + / Q O ON CURS' Ir } + p EXIST 5LIRFACE(9 EAST FZ/W � EXIST tPvMT ® Oil % I 6 + t'120 v LA J 1040 l7 m VL 245•aq cr TOP OF EAST CURB }1.3Co5°/e V V ON CURB � m tit 43 Ll-31.25w QUl N i I,d.2g t=31.54' on curb:Z N O on curb d 3 ,6 r 4 v,&I r tY tr d N + rK tr + � O v W .4 W EXIST-MP OF EAST CURS �-- PROFILE SCALE WORtZ. I"=40` 1040 RT. = /� of v1=RT. I"-- 4' 0 �: p I 2 3 4 5 6 7 8 9 10 � u -1 oc PLAN SCALE ., � z Fl-- � LLt I CONSTRUCTION LEGEND �° � �� m� PPINT I p- RC- � 'N cuRvE DATA & STANDARD PLANS oc o¢ �-�.- �� vtruow P>r� R t•5TD. o � o �z WW U f3 � I Ig � I SYM. O R L T N 3 v~i -' c `? � W 13 m + Q Z-1 ❑t CONSTRUCT FRC.C.CURB 4-GLITTER, 8C.1=, PE1t R.G. _ I 89 30 51 20 31.25 19.83` 2 29 28 25 Boo 251.21 131.52 R F RD. DEPT. STD. pWG. NO. 3v2 O a� � c �� U O J d > d pA11VT 4'N '�¢DK61.1 a 3 CONST UCT ASPNAt_T CONC KE "C. . R o d d o �i 0 YULDW p��- R-c•SrU 133 � �s 3 29 26 25 522 268.52 131.30 ❑ R E CE Ol , 'PE /� cp O IX CL ii + W ur + /2 h R. C. RD. DEPT. 5-TO. DWG, NO. 313 LUCAS 10 `-�-� R A N C H 20 0 �� 4 29 28 25 4'18 245.84 125:73 3.23 v rn p ❑5 CCN5'71ZUCT A.C.PAVEMENT ON CRUSHED AGGREGATE J ? /� ® 5 29 30 06 goo 257.45 131.65 5A5E E- FOG 5E.AL; 5TRUCTURA - SECTION 51-FALL _ R=8' �� Q �j ro 29 30 06 418 IZAG-12 t25.85 ® $E DETEKMINEO FROM 501E TESTS. �z A,� R=8' 2S(.G ti Q r0 �`� /S © "i 29 30 OG 522 2G8"t8 131.44 0+00 wcas RANC13 Ra, o_ a 6� Q �� a IS © CONSTRUCT A.C. RESURFACING, VAF_IA15t_E T"ICIGNE5S, N $t 13.03 FIFTH 5T. a '� ��` �� I �ti�� ? 4/� a �; `' I 1 p Iii /,. p 4- FOG 5EAL. N O"O2 38' w G 4 ��a 00 t 5 QQ 4 Q� T 4 a INSTALL STREET NAME MARKER PER R. .0 C. KID. �Q W DEPT STD. DWG. NO. 40f o cE Zl 4 cp Q V �3 v O W - �s 2 m ��' W / /p �' V ® INSTALL POST WiTN REFLECTOR PER R. C. RD. (ToC DEPT. STD. pwG. NO 40} 4 a q m QT c7 � 4 - tn r Ir � � Q i p -- m "� N5TA LL PARKWAY RAI PER 5TD. 19 /� �, Q = Q ® t2 t A DRAIN NO 507, SEE Q4 L 042.381 F( 3 v G 6 ^ O % � W T cn u_ PLAN FOR NUM13ER OF DRAINS,sx a' Ex,I- la N •`�F ' "� �' e' * ` O Q- t- p�itsT 4 IKDX£N YELLOW W g va I !!) v p( q� , 4 A� g G7 /� to O J ° U INSTALL DRIVEWAY APPROACH PER STD. NO.3066 MODIFIED +� a 4 sv W �ti �6 y, m m ,, D u PER. R,c. STO. 133 W � N � tY) • - r h N o - � ci Q v W l Q 0 �,,� M� ,� lv G C��� gyp' O� a Z Y I ® I'f STREET LIGHT TO BE INSTALLED F3Y S.C.E. CO. AND 4! D ® '��_k �• r N } p w tfi COORDINATED AND PAID FOR 133Y DEVELOPER + 1.\ f D ti' O toAti�F� • �„ 470 �� ? atttvE nrraoacM�3 -t W W O 2 �} 3 CONSTRLS tMPROVEMENT5 ���� 4S°' a 3 QQ W Q W Z W 17 E TYP1 AL SECTION SEE N� �� • y! 4 CURB RETURNS W O �1 Q I ® IS INSTALL STREET TREES- 10 RE©UIREp, PER CITY W > 1 SHEET 1 . F O 'n �= 88°4G 32 W N 7 Q 2 5TD s*' G05 A ' /� 8 22' 22` �� �D ?� tea�� R= 10' .� x °' W W NOT A PART 0) [� i6 INSTALL R-Up SIGN- 4 REQUIRED 2 ti t G ti� 16 2 op' L= 15.49 N _ 4 I G PROPoS>:D R1w x, p� ®� w + m 6 O, d 27 67 LL. • T= 9-113 + p ¢ ® W ® 17 CO MST;ZU CT DR I V>=WAY APP)ZOAC" PER STD. N0. 4 L ,, a' �ip�� 133 3 ro 3.62 ��iS-r CAA ROAD W. � � 101-C ..w � •�"AS I�10TED r ,1Q 1,4 °j v �6j�Tc • Iz w ® Ia CUNSTRLJGT CURFSSI DE DRAW OUTLET PER STD. 1% 2 0 C Z/ 4 s 5 16 1 v I I o `° _ `� _ NO. 107-A. p: Q �°•Ati� `o �_ OD IMSTALL STREET TREES PER STD, NO, 501. 4 CF / �' c� A GJ �"�G --� O -6 a `dJ 9 O 4 o CONS-TRUCT PC-C. S)DE WA LK PER STD. No. 10 31 N O 6479 w 1 �q�^moo o W I DT N =4 JPS R'-3, ,�O'rY Ati``v 27 5 I 21 4 d N ti -90 4 21 SAWCUT i- REMOVE EXISTING cum � GUTTER r + r + r 22 CONSTRuG'r CURBSIDE DRAIN OUTLET PER '°Q �i�.l - '� - � it "�o.'CF - . .` - -- - W STD, NO. 107 -B ''yV" As LfoTED. 19TYP w Y cr 23 INISTie►LL STi2EEXIGHT 5-800 LUMEN 44 PSV ��Q CON5TIZCT IMPROVEMENTS Z BY 5.C.E• PAID E COO12DINATE,D BY DEVELOPER. 4 �� 13 20'O•C. Z� 0 FF_IZ PXAL 5ECTION 5EE �}'47PN(i� I- VTY . D l7 ® ; �W� N SHEET i.�t Q N �Zo O.G, ZV2 INSTALL TV_AI✓F'tG STRIPING E SIGNING AS 0 ti 1 W e w 1, Pieo��`5F NOTED ON PL AtJ. fy F- m N U ® J +1 S W J -d1 Z „J IQ- Q 4- I-N� 10 I>o -'. 9 ��z� ' � 6 trN�ct 14 U3 F�j - 9 27 v Il d U W PREPARED BY FIELD BOOK REF. CITY OF RANCHO CUCAMONGA W. 0. Na. ff� J/ p� Q ADDED PKWY DRAIN D/w co-1282 IMPROVEMENT PLANS ! WALSH Si ASSOCIATES INC. - - STATE OF CALIFORNIA d�� B���Fiy ADDED 5TREET LIGHT E NOTE (rr23-82 PARCEL MAP NO. 4762 ROAD No. 1600 W. CAMERON AVENUE - - " - " - - -""-"- DE11111D BY DRAWN BY CHECKED BY ADDEO PKWY-DRAINS i D/W, EX15T. APPROVED BY 4A� /Z•/lam N2 WEST COVINA, CALIFORNIA, 91790 © PROP. 5T. LIGHT 5T.TREESPERDR81-28 d'vtl 1G-s•dd ►.1 T.M. µT.M. LUCAS RANCH ROAD FILE No. N6. 37fs88 PH. (213) 962 - 6733 FYri 373I"0/ * ADDED sowlc owr PICY CULV. E 5T.T E -FiGCYR 9 r SUBMITTED BY OV-t •LOGi. Of Go1JFUGT R � 1 1 , CNilr Qa INI OV-t scl:YAu_ 5_-- -_ �, ->c RECOMMENDED BY FIFTH ST. TO 1000 N LY ® __ WYj SHEET3 OF 5 ROBERT J. BELL RCE 37888 DATE R.C.E. 16643 DATE MARK REVISIONS APPR DATE DATE NEER, C.E. ( ;' DATE J.N. 14540 i t 51,24' on cur LL u�'z �/2 LL PAR. 100�\1. '31.25' to u P.S.6'7.3ton cur N 0 IL U v u, OD VC LL 10 t�9N � W Rl. 63.83 uN qp CdqQ �Ng IL -0.40% 1N V t) w _ 0 1- a EX15T SURFACE @ FUTLtRE WEST R/W LL N FUTURE TOP OF WEST CURB �' N O ' 1 �- OC15'r. SURFACE l� W E R/VJ O+ 1U1 g N� r e '� N } p�A O 8 C.F.C1X 1 ago°f_ 1t1 N N cl t9 N �+�q�0�� W 5T C RIB FU_TuRr=-TOP OF 1060 LT. o °• 1060 LT. 1065 LT. -- �;;N � �--�3 1065 LT. M o _�� C.01KE FLOW-LINE tD go CD ± I A00°% Z >r7ct5T.E•P. 13' - 8' LT. OF It a_D k9 -A y •�t`N '1p�+ TOP OF WEST CURB b WEST OF `� /N ir v 1! ._N 8 C.F. = r o n �m 1065 E. 13 LT. ,no �, �'� 1065 E.P., 13 LT. a p d�d - F1MSt-i 5t5RF 0 + t � �9...�-- 13'WEST OF � + ,fit .. ... + vl ' N �nN� � — koa�°lo v � h wo �1N F0 ., Nr �+ 1=X{ST. SutZFA CE d o Rr' >> in + 4� - _'O_' -�--- •• .. oho �1N1S1-t 5URFACE v ..�- Tt'r'09 :t= �° I + Hy � r1060 �,q�° /° 1060 It 1065 I� m� N ��-1tio �° = 1065 t x ajQ O ��+ d� N ' in on curb tJ N g �1 I U A/2 A/ V �9 to N N 00•� CFUT.1 ° tq U M ►n k t.Q -r 1.3a /o Q V tL m w s ►011 N FUTURE. FIN15N 5URFACE c(i v ii ° $ 0�9 ± k EXIST PVMT. AT '� N `A `�� a r �y �v r-lw5 1 51SRFACE A ,�N ia U �I M �.�4 �^ �� U. v v 5X15'. 5UTZTtACE 0 'EAST RIW £XtST TOP OF CHANNEL 'TOP OF EAS; C11Rg WALL tro' EAST OF J U_ `-- N 00 Jtr v 1060 RT. m o -�taa° 1060 RT. 1065 RT. _�� 1065 RT. to - _ pp .1� t .flat°gyp d v v kq 19 N � '-- EX, FwMT. FLOW-LINE 0 + -oi @ CHANNEL WALL. N q$ i9 N da F11d15t l 511R1=ACE "^ a 0 @ C14ANA1EL..WALL PROFILE SCALE 0z �~ age HORIZ. 1„ , 40' `'N vEIzT. 1" = 4' 10 I I 12 13 14 11 12 13 14 15 PLAN SCALE I 1�� - "° I CONSTRUCTION LEGEND r B STANDARD PLANS I4�REFER TO SIXTH ST. IMPROVEMENT • PLANS FOR DR.99- 46. Q CONSTRUCT P.C.C. CURB � GUTTER, 8"C.F., PER R. C. RD, DEPT. STD. DWG. NO. 301 Y� o SEE SHT. 5 �3 CONSTRUCT ASPHALT CONCRETE DIKE, 8"C.F- Z3 Y 3:6 PER R, C• RD. DEPT_ 5TO. DWG. NO. 313 } u uQ Q q Z 3' W CON5TKUCT A.C. PAVEMF_NT ON CRU514EO AGG.- ® 6 3' 5 4 NOT W w A 7W PART � � REGA7S BASE 0, FOG 5EA.%..; 57RUCTURAt- 5EC- (Z�F'E TV AWG. NO. 822 ,Z-1 �, �-- N WQ I '' T101�1 SHAI.I_ BE DETERMINED FROM 501E TESTS. Q r 3.5 13 d 3 0' 3 3� l.lJ 1...v �DC �o W U n Q t--• DD rmi T to»'4" Soup W LL �� w ui © CONSTRUCT A.C. RESURFACING, VARIABLE TNiCK- u � UJ to h1E55, OR 3/q"A C.OV ERLAY FOG SEAL. FAIMT 4 81� YEu.oW QEIZ R C•STD• p + o o Z o ku8 N 133 oc 20�O.0 . 4n = ru _ COKSTRUCT 1MPROVEMEN15 0 p� 3 a IN5TALL 5-MEIET NAME MAF-KE-P, PEtz R. C. H YE u DW Pmt; R STP 2 N m , - � t- I- dp : f PER T`CPICAL SECTION SEE ! RD, DEPT STD. DWG. NO, 40/ u (TYR) 4 o u a Cf) t33 NOT A PART �N (n 19 w p l- SHEE + } + N �► 0. �. o i9 1WSTALL STREET TREES PER STD. NO. 501. o �, W ® 2o CONST.RUGT PG.G. SIDEWALK PER STD. No. 103f IW ® --- N N 11-4 l -- WrDTN AS NOTED or.t PLAN. N �„ LU A S �„ RANCH riy,ST � G, ROA \ ' a� 2:I TAPER GRADE F•L.Tn 23 INSTALL STREET LIGHT 6800 LOME�N HP5V 13Y S.C.E. p0 Q d► N/ 0, tr 0 \�o�� y/�� PAID GOOfLDINATED BY DEVELOPER tD��' � r- E.F �D "; _,_ —�°�cv.g ��,� �� 27 INSTALL TRAFFIC STRIPING 51GNING AS 0 -660-.04� N o _-�9 O J ll.! J �..� G SMUI0 NOTED ON PLANS. tt dJ f2 ' '�' �` 't - 13 r� t -F•� .•1- 1. JL p Z — — — — N O°04' 14 W oo' ��' 3 _ N O°OZ 38 j 7` 1,5T. A.C. PAvi .MLN -� id+00 TU4zNER AVE. _. co �c t _ _ / �//� o+00 51Y, sT. o N '-i q► / ��'t 42 co �cuNt h ^ o v PAh1T t n� soW D WR t TS 2� - . -� - _ -- - —--- ---�-- -� — �I � EXIST COrsC OPEN Ct-CANNEL � � u :f\� 3 Ir i r r a �" CONSTRUCT IMPROVI=MEN'S ®; ZO v 2 y�(y0� �.; ` .� - d E S ST. LIGFtT 4 J QTURNER E. RAW W Q AV E N U E -I 2 S 1 TYPI CAL SECTION, SEE N 4 ��y''�' �► STILET NAME s I�_� 7 4 3 H E R M O SA + a 3 _ N TYPICAL 19 Z a0T Peg•ft•C•STD- 4 of A Y ml I( o VQ 'V Q h � o PP GT-m-T I R x(y 'jj6+ 1: I + Cl ®N REFER S R PEKE °UNDER GITY CONTRACT NTS BY = +d 0 sa N' Q > N 3 Dc I W N 13.5` 13 w X * N J J II 7 �? F j MHd �►� 10 ,� -to" CURB RET. DATA 4. 1 1 1 (f) F R 2 *29,33" SEE 4 SHT. 5 x wOIj 27 L - 31.59, W OCA 4 R ` 20.11 ®REFER TO SIXTH 5T. IMPROVEMENT uC POSE PLANS FOR OR 99-46 5 R r PREPARED BY FIELD BOOK REF. CITY OF RANCHO CUCAMONGA IMPROVEMENT PLANS W 0. No. iQFCt , WALSH 8t ASSOCIATES, INC. STATE OF CALIFORNIA �'+ A/� /� '] �` Z'II•W G��`���� �, DESIGNED BY DRAWN BY CHECKED BY APPROVED BY PARCEL MAP N O. 4 1 62 ROAD N0. 1600 W. CAMERON AVENUE µ1.M, NWN 1?„ WEST COVINA, CALIFORNIA, 91790 TURNER AVENUEv��:.r1o. I PH. (213 ) 962 - 6733 ' ' ��� rsRg SIXTH ST. TO 300 SLY. ()�. I s G • �=3�-oJ J� � 0 -y � SUBMITTED BY i 5 V x V LWAW fL(!1' RECONNENDED 81 LUCAS RANCH ROAD r �!`.r/l/'� �'���'D r r. - A DED EEc ��WK., OWED X.VAU •� � ,.!`' Y� au,� 5-/5-79 r.-�i -r► s PiZ °12- BY_t�flGlNtziNG _ _ 1 :- f�� /1'oZg-79 �r -� SIXTH ST TO 349.18 SLY. SHEET 4 of 5 ®ROBERT .E3ELL RCE 3788P� DATE RC.E. 16643 DATE MARK REVISIONS AP Fi (SATE DATE C TY NG EER, R.C.E. DATE J.N. 14540 7 EX15T P4AT. ^ tt m aRD m r d p tr Z q. t9 to r v „ 5 +O V_ r 01 ^ Ct if)d^ ltl O 111 t9 ---- ^ d 6 1I1 19 N d l9-4 v �- 1065 T_ ko - EXIST. E.P. 13.5 cp 1019 ' souTN of 0 vvs> 9 � r k9v L k9 �.._--e OCar d d vB5_1 - Opp /e o in w Y di en dd t9 �- 2 -O.B 51% a- pp r V 1065 E P., 13.5 LT. 3 FtN15H SURFACE O `� �� � � t3.5' SOUTH OF � r- } r Q 10 6 5 E.P 13.5 LT. `' —----�— N ao FuTulzE -TOP OF ' m ,�g souT+a CURB 0 + >9 TAN.GIZ 11�' i I I + 1.12 = TOP OF 50 LITE•{ CURB I w - Fl•1TURE TOP OF o I LL. of rrH C:LI t3 6 C.F. -0.qp !, do LA -o oi� o o 1A o-o �V m t� S R 1A N 0 to-ILA�- u 1065 LT �� ,_ + � + a0t + � + r + r + I._� �v m o.40 % �y, r� �N N i— �_ {o �� V_ 1065 LT. 2 21 I I EXIST. SURFACE souTN RAW U FA12 w Zoo vC. °/2 m LL 0 : vI Uw V� P 1. Ca , 3125' v d O LL ,� IL "91" On Curb �U 40U Qu MO N tj .10 19 f' M 111 i9 w j r' Yp 1ST Q Mi °�i 0 s Mi a2 +- ,9 3124' 3 L5q' on curb on c rb 31.Co0 V.C.` P.t.Ga.58 PROFILE SCALE HOMIZ. I' = 40' VI_RT. t" c 4` 8 7 6 5 4. 3 2 I 0 CONSTRUCTION LEGEND 81 STANDARD NOTES a CON5TRUCT RCC. CURS t GLITTER, a"C.F, PER R.C. RD. DEPT STD. DWG. NO. 30Z ® REMOTE EXtgT. A.C. RAVEMENT. �5 CONSTRUCT A.C. PAVEMENT ON CRUS14E-0 AGGRE- GATE 13ASE 4 FOG SEAL- 5TRUCTURAL 5ECTI0I4 PLAN L SCALE ( 5HAL.L DE V=RIvMINED ROM 501L7E5TS. W 1" = 40' II a INSTALL. 5TREET NAME MPRKER PER R. G, RD. ki z DEPT STD. DWG. NO, 4.0/. I w W I Q 1!1 w SIXTH u Raw STREET G+60d '31 ST / 8 O I 4 XTH 8 p 15+49.18 LUCAS RAt4C1-I RD Kl �.Ep ;n + t - - -•,- ----- .--- -- - —..-- - - - -- - • - --.--- m 0 d - - --- N 64°34"1e W JOIN � I jf1 0'9MHL;4 a5 N ,wJOtl�t 40T O MH C) — ?: b�4T N >r? Un W.V.o X o T'4PF uN1 ��. t5 - - Kt l� 5 v�� ` CAPS FH.� w 0 Is� 29 G 1 Z-7 145.04' R W 194.48' _ to Zj REMOVE EYI5r.CONC. S. Co C.L.FE1�I E IRIZIG. IMe 3l` 5/O CONSTRISCT IMPROVEME14T5 3 V p gyp• �q, —a , i QER TYPlCa1 SE[TION SEE 11. 00 7 U . G. U PLUG OPEN Et40. 5WEET I. c�btoW W w U o $I r FO- 1 F, O T W 2 U 2 i9 �� 1 N� 8 t� g w 141 14 �W to NW t3� W U%r CURB RET. BATA L!1 W d G f' Z A0 R = 20 29' 33„ 2 u 4 ± NOT A PART 6 6 L = 51.54' 3Ido 10 7 F W T = 20.1-►' 0.W W it IE- SEE SHEET 4 �' � Qot SEE SHEET 4 U ' Z Q • U) Q Q 7) 0J PREPARED BY FIELD BOOK REF. CITY OF RANCHO CUCAMONGA IMPROVEMENT PLANS W0. NO. WAL.SH a ASSOCIATES, INC. STATE OF CALIFORNIA PARCEL MAP N0. 4762 ROAD NO. 1600 W. CAMERON AVENUE DESIGNED BY DRANK BY CHECKED BT APPROVED BY WEST COVINA, CALIFORNIA, 91790 %4.r-M• w r.M. PH. (213) 962 -6733 SIXTH STREET Vvr(t NO. SUBMITTED BY 10 7 _V ez � S-/5-79 RECOMMENDED BY TURNER 11 X5-79 3 P/ TURNER AVE. TO LUCAS RANCH RD. R.C.E. 16643 DATE MARK REVISIONS i APPR I DATE DATE CITY, GINEER , R.C.E. / DATE SHEET 5 of 5 J.N. 14540