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G.� ICE I MBU�ZSA�LL OA5f1lNE 1u�o ET I M ATE OF Q UA IV T I T E✓ GENERAL NOTES CEMAM5 n) lr MWITY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OFOIJAIUTITY U�!1T C-�u � I ��G��� �L�'K w�`L RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR - C)7f-_T UK '51j1�1 PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTACTOR SHALL BE AMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE TWIT MIT7� TFINUT MET 1' 400 51LU / ; STANDARDS AND SPECIFICATIONS . Q13b 125 0 122M 12530 xt 'STREET LIMP 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES , , VALVES , R NOT O U_tVVE E-X IT 24" PCG Cum tYT7 701 LF 40 / SHOWN ONATER THESEETERSPLANS WITHIN THERRIGHT OFTWAYHYDRANS , ETCLIP4ITSOOR WN ON ADJACENT aa t'•2Q0' AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RE- ; O CDIJI T 6"AG/Comm WATIVE 501L 16489 FA'M '5 F 'STD FLUJ 201 N 7890 33 t LOCATED OR PROTECTED IN i"E AS REQUIRED AT NO COST TO THE CITY r /L OF RANCHO CUCAMONGA. }j LA0T -7J'AL/C0MPD WIUE WtL F `STD PLNQ IDI �I 1� i2 +. 1'L 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE O �.. HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAM- 7_2' 40 AGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM ' 4 L1�IJ5T 12" GF CurL� f 2�4" 4urrE e tD12 515 LF 34d . • 4 HIS OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE STIP 1�L0��1 CD3 ,� .� '. (�r"I' 1' 1 I 'f t Atm PLANS . ,� � U 510 PL.AIJ � IDE.�II�LK � ����', 4z b Q O CO(lJST 8 [P C.(1 M 24 UTTF X 734 111 LF 2� I n n 57 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENG- 2 O iY INEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITH- IN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. l� Q noul)T 4'� pGL �1 ?E-wALk 2124x' 41 18 �F 5TD PLAN �gf�2 � : _ 12"� 2q' 0.n• o "' � 55IT � s / �� _ _ - _ _ �� i 5 . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAV- CLM-` T P/1, M UE APPtzDALN dY.4NO ALT " t /O/G �� :•: = ` --� �• ING STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT 1151,7 SFS O V ,�,4.y �t/OIZDO/1/PL�IN✓. h1� PLA1J �"-' gcj� �. 3'S POINTS WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 47 �t�" 3Z 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY � 5 CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . ® R1=MlI�UE C,�RL15 T�5 � 21 . HELL14 AYE_ �xI�U �ttTa Q 3�. 6F MANE[) �E 5 T q ")0 - 24 6. ALL SEWER, WATER, ELECTRIC, 'GAS, PHONE OR OTHER UTILITY LATERALS , I'ZELDKI E><1�T � " AG D►ZIVE Ute +� MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. . p121 VATS P2oPE rLTY 240 F ��� 1+ 55.3D T J ►fit �o 'meq 29 4 �.1.`l Eli1hT •P�" VAIUE - 12 E •'•,,J'.•, � � \� � � 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COM- 50 EXI'�T q PGC. tIIIE QI`I 7�i�7 s,� �E�F bJ (�' 50 -• - - • • PACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO , O WIATL F7?_0PEZ_T'Y ✓�L J b -6 .Iox to WWM525 7f n COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE 0 COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPRO- /� 2 A/ 12f 1fl 18I2 �1 -• --•--•••- ---•---; VAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Io Caj5T 5"P66 X• C1uTTF-r- trwr?EEL L '/ 1043 �F 'STD PLW '�a 'T(p� -- ''_ 75 52 J 26 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED CONST 4" PCC, ' IVFLWALK alI,I W1 / rII.54 �� �. r ._•---. TO THE CITY ENGINEER. LISING ALL TESTS OR DETERMINATIONS COMPLETED �J �\Qo VAMP tobb 7b �� STD �-�Q �10 � 1' I 91� �� � � � 25 2� "__'_" TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. Oi CL�0T' 2'D"TELnRdTIVt CorvC. PILI!. RETAINI�l4 � AU AV � 3 n � � �� 2��'�r� 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE Irjki PE.IZ DETAIL NEP,EA �'-F �7_0 PLU1 812 . , 51 . , _____ 7n 35 23 SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS �-+ --('8� d d�F� - r' 9 �6 Z '�j AGGREGATE BASECOMPLETED TO VERIFY : R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF J� cD��r u�0�E 'S 1�E1�/ALI� AI(�l 2 I �.A �rr� PLT �� _ I� - b9 % W1 Z2 -__ �11T d �i�OOL 'n 10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF �� PIAGf hTREET LaM�� 30 2 E N. y_� __ y' 66 s� 21 o NPhV �.E.XI'�mun 1MC'RCvEh1r-UT5 21 LEVEL L11JIL A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING -ALL I ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRES- Oih t2EMDUE 24" or E.LJLAL�i M]6 77E-.S • - � `C �2 TERSIOTHANTHES SHALL BNATIVEEMATERIAL MD WITH A ATERIAL. GRADE MATERIAL OF A QUALITY BET- �- bb 59 19 . • ,` -�•, �y L5TKEE.T' ..._J _ . O rZEMOVE V" 5( �ALY rT� ) 12 U M J - 11• , E-A I'1 T.I.' S EXI�I "R' V�ItUE = 1Z b5 ba ib 15 j IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE A SOILS STERI- .....• LANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL , 17 O CDIIJ,Sr- ��, G(12P7 L?IDLY 290 ��` '��t �� M 61 17 14 ? 2 e BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 0 bZ 16 15 1 ( _ ($ COU-5T MKII M00 6,,•12,• C11�00LY 55 ��� LF 55 E I - _ . 12. . Estim TE OF QUANTITIES SIS PROVIDED BYTHE ENGINEER ONLY FOR THE ETCON - O 5 t VENIENCE OF THE DEVELOPER, SHALL 1� 1?EMOUE EXIST" A" PCG �IDEWALJ� LAIVDI�ILJ �5 sjF � (�� ��� •� L..k,t; 5'R�E? --- DETER- MINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY , ' ) ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LIST- } GOND . ��� RG RAl�I�tGE hTRUGTUP,E YE 30' ED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED �0?Kilt �� + IN THE OTHER ITEMS OF WORK. 20 SHEET 9 2ib' t2' PIL&LE M7Ek J ' LI M ` 5,� r 13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND , 2� E A -5T-D PL...AQ AO's ?.5 - 9 ?,5 4 �•� 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. ! o22 ' { l iy 1IMR[ i _ 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSI- PE>', OHM q � EA. BILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CDK15T �' PECOaTI CD�l(.. b-a-K 14/41L PELLI'1W ME 1.00' 0tb' LD-r?4' 0.23 y4�'.I� I � CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE o �E(Z DETAILS DIJ LD�JD�C�PI�IC� �LN�1 2 LF 5m PLAQ 811 �14_.� a• F ~ t� � ��Nf avEuuE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 24 Lpkr-)T (0 STD. [AC. 5LOLK ALL PESZpM L� _ &D �;- " ` ���= � - J � 15 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD C� ING -5TD PLAN 811 I LEI/f1 L1uF_ FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL AE CLEAN- /�� C 07 2 r I 1kjb L-� LD cj ED UPON REQUEST OF THE INSPECTOR. ; O �.Qf�lST- q, �m (DM(-. P�L0LK. IEET'&JU IQ& If�[J LD �7�� C2 1/L �J 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCA- J&LL � '5TD ► 8t2 /�����i y VATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING- . w - M STREET �r Elax WAY 10 N "-•"- A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT A 27 %WLLCF LC t RM 4 &L. BERM G47 761 LF �- 2 hTA4419OQ TO 0+89.8 MR. BOB STALLINGS (213) 969-2718 GNU�LH hTREET T.I.°7 FOR BASE LINE ROAD CONSTRUCTION 18 REMOVE ANO P�E�LACE EXIh11Nu 2" a.C. 3�D4 �F 3�U7 _O E161% WAY IAlO AETD NERAL TELEPHONE 800 422-4132 B. GE ( ) STD. PLI�I� b01,b02, T.I.` `► EXIST R VALUE`1Z FOR UNDERGROUND SERVICE ® F'L�iLE l� G;�L �1��Kw111' T�,�E 2�7`L E�► (003, 1004, b0�' M 5 �T �� hTQ PLAN 4D2 W �0' �� C. SOUTHERN CALIFORNIA GAS COMPANY (714) 529_2889 PL&CE- roTDF/Mg ` 1 L 2191 E. BIRCH STREET (714) 529-7070 30' BREA, CALIFORNIA 92621 I I L607. Z U. LW 111217 . 23a� 12 i$ 18 l.. __ 12 D. * CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 / FLkLE_ 'TKE T KNME SIGN 5 E.N hTD PLAN 402 5 _ 5 1• g• 7 �' ' ?•S rT 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CALIFORNIA 91730 ' 33 �� .5,41�/GL/T,4/1/D��/LIOI/E�il'/✓�T. GU�'B,6l/TT�iQ i t�� 4 ✓�/OEGI�ZAI'14iYDD.P/U ,4� .QO�ICf/ ly l E. METROPOLITAN WATER DISTRICT (714) 593-7474 "` - P. 0 . BOX 54153 f Q/W 33 O•nO.Z9 �-�- �/ �.., LOS ANGELES , CALIFORNIA 90054 _ 10 If ' 0 1 ) 999-5639 lD�1LKET� --- I n F. PACIFIC TELEPHONE COMPANY (7 4I 2' I i>g' 2' �L�.VE_L LII CNURLH '!T Cs•5' il' 1� 9� 9� S �J `� i., W�,E� O- TWD �j > a Pp1E;S1Q Q .4PO.Q0�0�1f5.Jif/0,40�it/�!Y A , �� 1�Iu1 mly COU97 � EK1zr_5T PLACE � � � _ a� SEN L yq�� �,� Q jo �4 &2Lfg:f g"4 254129 1AV, W& 1 31 2S 2 , o = .� ,�• t� yc CITY � aim cis' ofl' aZ9UKE� LEVEL LJME- 0.�4' �'tF S- T.l =� tXih1 "R" VAIU� = 1Z W y �.� DESCRIPTION OF REVISION DATE APi ovE 1.OQ' 0. ,r Lj K !< J�nrfCT !- - ' - EMLOC !X96 ;= _ �� - _ _ ��.f _ - - - ;l CITY OF RANCHO CUCAMONGA �� „ /n �t �Y ' Ai Jii1 � WORK OEFI1�Eo ev (tEV2S2dN 1i0. � 0ONTFn S STREET IMPROVEMENT PLAN S CYIhT4b II PR�IIEM�N� (M E-W 57CET I J SHEET DESIGNED UNDER THE SUPERVISION OF up STAP06.0� 113 �U- 411 ,00 STEVEN L. RAY FOR: TRACT 12238 ' 12530 RHA ENGINEERING, INC. LLMA�1 AVE MLE �r� T1.: 5 EX15T 'R" VALUE = 7Z - YICfu1n71T7 BROCKTON AVE. STE 220 �.• tb-1-q3 CoQ L. RIVERSIDE, CA. 92506 'STEVEN L. RAY R.C.E. 35334 L) T1.7 WX T "R" VALUL ° 72 '�' 30' EXP. 9-30-95 &E W-P C� im '1.13 LLEV Wr2 224 SEE GENERAL NOTE NO. I i2 to tty IZ IIif_. WE-k- I-IELLMA,IJ FOOT-N ILL 13' EAST Q1= A ye 9y Dote: - - i SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR ►.5 , 5' 2h' S�' 5.5' /Z- [p.5' 4' ri NELLMA.0 60' lu UP OF t FDOr1�ILL nrZlvE �Illf CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBI- City En Ower R.C.E � WITR L5. T•A6 TDP[Jkb hL. LDWE-Q- FLOOD LITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE Design OMN ti� u r , (_D02DL LgAUE1- PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RE- Ky RONALD MARTIN AND ASSOC. ar? 0.35 b~ t� QUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK- P.4 8c: tST / O Toro Co. X630 CC7E^ ;near-,P ING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD Drown (Tr4?SRI-Mil $hitt THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL pQ� LEVEL L��E _`� ' OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, �� = - FEMOLK �Ti2�Ef' EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR Checked 14456 Drowmg tea THE ENGINEER. 851 Dote Fl k Noy - - -�� - - - 1 t JA- . _ _ _ 0 1 .'ll�lw BENCH MARK 7,23 ELEV. 1205 .224 N.E. CORNER HELLMAN & FOOTHILL 13' EAST OF HELLMAN 50' NORTH OF 4- bFOOTHILL DRIVE PIN WITH C .S , TAG TOP CURB S.E. CORNER FLOOD CONTROL in rY?FI EV CHANNEL. .,ro r V,fl I i , i , 1 I i { i i i I I : I , I ; . I _i --j- - _ __t___-I----!- _ I i i , j ( I I ---1 - --- _ ! 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GUR6 � 24 BUTTER , t � Approved a m�: -� •- -- Q LOW. 4" V.&I. 6IRWRK iZ : 1'5'1.00 p u io •tO R Sow, � L 94°11 � �' y � � u 2 0 = Ab �A oa T' 10•6 1 Ts 34,°13 ,�.� �` City Engineer R.C.E 23�D9 0 GONyT. 4 tL.L. hIDEWaIK Ldp AND T�IJIT DeS'�' ONAl.O MARTIN AND ASSOC. REceso�S No o l4 Ple►LE hTF,i:ET MIP ; RWM tZ� t t� .0e L- HP0,90� PI' 119.0D L= 14b N P 0. Box 157 o Toru Co. 92630 cc r �,rt.ec�n '[ 0�1. It"�.D�IV'E �� •1111 11� Drawn (714)581-1411 S „ 3 d = Ae 1p') De T= b'1 .014 A=jwm,D0" T= 15.12 � 21 060 U 4 REMOVE 4 I? M 511M � � �, NOTE TO SURVEYOR: D6 8 of 3Z PLALE STTifET f1QME %Kr DO NOT USE CENTERLINE STATIONS FOR I)RIVEWAY C►teckel R.C.E. 14456 Droong No. r APRONS - USE DIMENSIONS ON HOUSE PLOT PLAN. Dote -p'ov% File Ka 57�2 3(�