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HomeMy WebLinkAbout1463 GENERAL NOTES: SHEET 1 OF 2 SHEET 1 . ALI, WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA NOTES: STANDARDS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" - 1991 EDITION WITH THE IATRST SUPPLEMENTS. CONTRACTOR SHALL BE FAMTLTAR WITH AND SHAF.I, BF, CONSTRUCTION NOTES FOR STREET TREES 1 . ALL FOOTINGS SHALL BE 520-C-2500 CONCRETE Rf;SPONSIBI,I? E'oR AUIIf:RE;NCE; 1'0 'i'IIE:SE STANDARDS AND SPECIFICATIONS. 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601. 2 2. THE FOLLOWING ITEMS SHALL BE FURNISHED AND . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, INSTALLED ONLY WHEN SHOWN ON THE PLANS AND/OR VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-01'-WAY 605A OR 605B AS PROXIMITY TO HARDSCAPE DICTATES. 2, ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD CALLED FOR IN THE SPECIAL PROVISIONS: LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. BACKFILL MIXTURE FOR ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF a. BARBED WIRE . EXTENSION ARM 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THF. SITEAGRONOMIC SOILS REPORT FURNISHED TO THE CITY INSPECTOR.b bAND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN 4. NO STREET TREE SHALL BE PLANTED THE CENTER OF THE TRUNK IS NO CLOSER C. TOP HORIZONTAL RAIL THAN THREE FEET (3' ) TO THE FACEE OF OF CURB, UNLESS OTHERWISE NOTED. ON THESE PLANS. 3. CHAIN LINK FENCE SHALL CONFORM TO SECTION 206-6 � 1k OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS Q �pv a 4, A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT CONSTRUCTION UNLESS SPECIFICALLY NOTED ON THIS � l� � 5. Ai,L STREET TREES ARF, SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY DRAWING. V �," ` PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT' OR ENGINEER. RIGHT-OF-WAY. GENERAL NOTES FOR CALTRANS Z8 11� 4. SEE STANDARD DRAWING M-20 FOR ADDITIONAL DETAILS, t, V V+ 5 . Al.l, GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHAI,I. BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB GPADE 1. THE PERMITTEE SHALL BE RESPONSIBLE TO MAINTAIN ALL ELEVATION AND n'1' NOT MORE 1'l1AN 50 Fool INTERVALS. AUDIT'IONAL PAVING S'L'AKES MAY BE, SIDEWALKS IN THE STATE RIGHT OF WAY. I1.QUIREU BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 1c, max. -ros: Toa Fast Too ° 2 . AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY neinforrnpTens�onitiire \V �° \. \ 6. Al.l, SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS BEGIN IN OR NEAR THE STATE RIGHT OF WAY. -Tr , t , t , nt a i t , , , r t x , A A i ,. 1 . , , x • r, . t > , r , lt` SHALL BE CONSTRUCTED PRIOR TO PAVING. .��,`\ � } . Fttin,5' .•�_ ••Y•�y1�.r.`• ..`�•• ,�•., ---=•-���\ \• O� � �\ 3 . ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO Honnnze ��G' 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING OR THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS .T 1; `' �; �� ;`; : ;V; ; �x� • \\ .'•'� t -- - GROUND nNll Al,t. SUB-GRADES SHALL BE PERFORMF,D AT NO COST TO THE CITY OF RANCHO DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER wx �_, ! /Q /,� GROUNCUCAM0NGA. A WRI'11'EN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBTTED 1'0 THE, GIT'Y THAN STATE MUST BE PRE-APPROVED AND JUSTIFIED) . y 3/E" Truce rod Strc:-nr�l+ ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. )1 Lm• Dost witn \\•\\ \ "nth tensioner 4 . THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF V .garv. cao HANDICAP RAMP DETAIL 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY WAY IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION . , . �� ,l\ .y,•,,,., '�� � NO SCALE ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL WILL BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL Cham lint:• i" mem. ` \,�� ' ,^/ TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) WILL ``- ,\ \\ \Y vd CONTENT AND GRADATION OF ASPHALT PAVING. NEED TO BE DETERMINED WHEN THE CALTRANS ENCROACHMENT \\ nemforctngTrru,onlN�re \' ` \ � PERMIT IS OBTAINED. THE LABORATORY REPORTS AND THE 3. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE STATE'S -- ---,-- �-. - -- �� � } ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND Ground l,ne _r y-- /3.f' REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION OF THE SAND EQUIVALENT OF AGGREGATE BASE. STRUCTURAL SECTION. Crown for7o-rainna p � ZQ • 10. PAVING SIIAI.I. BF, PI?RFORMED IN nCCORDANCI. WITH R-VALUE AND PAVEMENT PESTS TAKEN TO D�/ T1�=2�6"FDDD�FEy�E-yE/G/1T DEITE MINE STRUCTURAL SECTIONS BY CONTRACTOR AS REQUIRED BY CITY. BASIS FOR BEARINGS: OF.S'Dr�l/rYOEi�' I I � r �S' _ �` 11 . WHEN IMPROVEMENTS ARE To BE PLACED ON NATIVE SOIL WHICH CONSISTS OFA ROCKY MATERIAL, THE BASIS OF BEARINGS FOR THIS PLAN IS THE CENTERLINE. OF HAVEN AVENUE AS 1 - THE S D/�I/1/1ETEi�OFfDDT/�/G /7/ THE I \ SUB-GRADE SHALL BE PREPARED BY REMOVING ALI, ROCKS WHICH PROTRUDE ABOVE THE SUB SHOWN ON PARCEL • c• + MAP N0. 9416. DUT.�/OED%�il�lET��DF�D�'T • �4 � GRADE AND nLl. VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. I . E. N 00°02'47" E 4 HIGH CHAIN LINK FENCE DETAIL c� DD /f/�//��� � � (► I 1D' 12 . IF TIfE ASPHALT CONCKETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY ,4VT 7e)AX E Z IJ THE E.Y.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE BENCHMARK: 6 GAJ' if1z&_ Z �Al/DiY 000 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 1'IiE BENCHMARK FOR THIS PLAN IS A BRASS DISC IN q h1A Z TD�f/�lA//Y� Tflf�i%D/Yf ATO 'rol' Of., WEST CONCRETE WALL OF DRn1 NAGE CHANNEL AT ' THE; "li/lJ'TOBE Bf�Dl�f�fD.9J' 13. ESTIMA'T'E OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE. SOUTHWEST CORNER OF HIGHLAND AVENUE AND HAVEN �&_ZX w1fY/Dzz"y ) DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES AVENUE AND AT THE SOUTH END OF 4 FOOT CHAIN LINK /9Z-1t,12-1C2J.y0`Y�Y DZDZ,UI�l/DAY BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT `Y`ITE/f SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN FENCE- -44 FEET WEST NU CENTERLINE 146E E SOUTH BOUND LANES OF HAVEN AVENUE AND 146 FEET SOUTH OF 401AK- V/ THE OTHER ITEMS OF WORK. CENTERLINE OF HIGHLAND AVENUE NO. 92-B. ELEVATION 1478 .026 MEAN SEA LEVEL DATUM. TYPICAL SECTION DETAIL - 27" RCP STORM DRAIN .,.�_ _._w_ -_-�- ------ NO SCALE UTILITIES TO CONTACT: 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE A. GENERAL TELEPHONE (800) 422-4132 REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. FOR UNDERGROUND SERVICE 15 WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, B. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 2191 E. BIRCH STREET (714) 529-7070 BREA, CA 92621 16. CONTACT ALL UT'ILI'TY COMPANIES AND UNDERGROUND SERVICE ALERT, 48 HOURS PRIOR TO EXCAVATION. C. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 LEGEND: SYMBOL: D. METROPOLITAN WATER DISTRICT (714) 593-7474 EXISTING SLOPE. `T -ter P.O. BOX 54153 -v �/ LOS ANGELES, CA 90054 PROPOSED SLOPE. . . . . . . . . . . . . E. GENERAL TELEPHONE COMPANY (714) 949-8208 RIGHT-OF-WAY. . . . . . . . . . . . . RIX 585 N. MOUNTAIN AVENUE UPLAND, CA 91786 PROPERTY LINE . . . . . . . . . . . . . ,Q �h. F. SOUTHERN CALIFORNIA EDISON (714) 820-5527 CENTER LINE . . . . . . . . . . . . . . . 7951 REDWOOD AVENUE FONTANA, CA 92336 WATER LINE. . . . . . . . . . . . . . . . W SEWER LINE. . . . . . . . . . . . . . . . f' PROPOSED A.C. PAVING . . . . . . . . . . Q�44E. t� � CONCRETE. . . . . . . . . . . . . . . . . ID 4' CHAINLINK FENCE. . . . . . . . . . . . O• x--p `�� 'NO 460, aE E � Is /1!f CONSTRUCTION NO'T'E (SEE SHEET NO. 2) . . . O �.P��f CW CALTRANS TRAFFIC SIGN W/DESIGNATION . . . R26 (S) TRAFFIC SIGNAL BASE . . . . . . . . . . l � / SEE 5h'EET 2 AND 2A 60 LIGHT STANDARD. . . . . . . . . . . . . �- r ' CITY DESCRIPTION OF REVISION DATE APPROVED DIRECTION of FLOW . . . . . . . . . . . . �-�. EXISTING ELEVATION. (482. 36) e�"y'�" T CITY OF RANCHO CUCAMONGA PROPOSED ELEVATION. . . . . . . . . . . . 482.36 LfhD�l/ Q Avg 111LE SF3Er=1 CUP 88-- 18 EXISTING A.C. PAVING AND/OR SAWCUT LINE . _1!L �yO�i90JEl'T HAVEN AVENUE EXISTING TELEPHONE LINE . - T----- � " " ' � ' BETWEEN EXISTING ELECTRIC LINE. -E---- HIGHLAND AVE & LEMON AVE w J SEG/rl/Pi�OJE�'T APPROVEDBY: DATE cgo E� .S/zE /qc/N �,/�►/�,/Ty�� CITY ENGINEE R C.E. NO. 24953 ►°�i DIAL TOLL FREEpyo S�A�f DESIGN RECOMMENDED z MAGNOLIA GRANDIFLORA 'MAJESTIC BEAUTY' S len , I m 1 -800-422-4133 `` z (00 0.C. J.J.M. & J.G.D. ,, NASLAND ENGINEERING __ Slx EXISTING EUCALYPTUS SPP. TodE [en+evep DRAWN E CIVIL ENGINEERING SURVEYING LAND PLANNING SHEET "7 _ AT LEAST TWO DAYS 9 BEFORE YOU DIG R.D.S 3359 CHICAGO AVENUE. RIVERSIDE. CALIFORNIA.CALIFORNIA• 92507 1 2 (714) 784-3300 OF Z CHECKED J.J. MYHRE R.C.E. NO. 46012 DRAWNING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA J I/ J.J.M DATE 10-16-91 FILE NO. _1'1' 6 3 SHEET OF X/3 #, SHEET2OF 2 SHEETS l t T CnNS1'R11CTTON NOTES QIIAN'fl'fY JL VJ 113 ..� •� � t - � { t j # �. _�. ..{._.-.1 r --•I { �- } � IA CONSTRUCT 4' HIGH CkIAIN[.INK PENCEPER DETAIL SHEET 1 5 If i I + / • + IB EXISTING TRAF'F'IC SIGNAL, POLES WITH BOX TO BE RELOCATED } { • I { } i • ? { Lr)O .. { { f ' ' OR REMOVED PER TRAF'F'IC SIGNAL, PIAN 2 F.A. t i t 1 3 i i 1 Q tfj { I ' } ? i j { _ 3 } # :MOVED AND 2 EXISTING S1'RFF'I' LIGHT STANDARD TO AE RI _ � � � ] � � 1 (i �- f � � 1 1 { , • 3 � : � � � } � j U � E� - E Snl.vnGF•D BY SOII'i'lll•:RN CALIFORNIA FUISON PER TRAFFIC ; S GNAL PIAN Lur) I .{ _. j FF _ (3 EXISTING GAS VALVE TO BE ADJUSTED TO GRADE 2 EA. t r p 1 { [ j L EXISTING TRAFFIC SIGNAL BOX 7'O BF. RF.I.00ATF.b PER J t? 1 N i...-9D 1_..: 4 . _. _ :__ .. �. TRAFFIC, SIGNAL PIAN 4 EA. 1 t p T $ ..._ _._ .-� .• ._: .. ... __ _ .... .- .. I= 9.. 1 __ __. (5 EXISTING EUCALYPTUS TREE: TO BE REMOVED 9 EA. * , \ - S" SEWER Z ANI101•E TO BF, ADJUSTED TO GRADE 3 I � � _ # _ _ EXISTING I f M i} 2 6 _ ... _... - _- 3 4 4 } F { j .., STD. 9 t1j'r � � �" 1 I �" � � � } i= 15• I � � � � CONSTRUCT SINGLE 1Ilf, IIIADt,A1.T, PER CALTRANS .TI D 8 D JI 11 3 I1 L 9'6 84.01, I .F. AT I'1 PE EXIT 1 Gn. � �.__.� + � -'1.Y*`+` -+' 4 � r , r ` t • I t I t i J.. vi - } L j i t 1 r ¢ 3 } ! _ GI _ _. ._- _ .- _ .. , r j # { -. j--. 8 RE:MOVF, EXISTING SIUELAI.K UNUERDRAIN (/18hNDONED) 1 EA. { # # 7 1 _ +_..__ ._. # .. _ ... u AS PER CITY STD. NO. 502 } - - ) CONSTRUCT TYPE l F. 1, CA'I'Ckl BASIN N T1t --i { C) l .t 1= O ,g ' �}ST ,. 1 7 5 <t 'j 7 I H AND 518 W=21 .0' , V-4.5' AT S'T'ATION 214175, 85.16 ! f j Can t -- _. � _ �.�" _ _ � � g __._ _ � U ._. . - ..� ._ _. . : _- _ G - 06�� t .. _.�. � .__ }___ . ._. , . __� J � ... - _ � ..11 � 1 .Ii. n"r cONNE:c1'r)R 111 I•: DEI•ru n - 5. 16' 1 En. .21 .21 IX' LiC1(l �. } } #. ' co) 31 I 10 REMOVE PORTION OF EXISTING WA1.1, 50 L.F. ? �- () ) } { r ►i I I (11 CONSTRUCT HANDICAP DAMP PER CALTRANS STD. N8-B, CASE E 1 EA. Y �• _ `' 1 Fj 14 i m r- E r R 3 fli� i �1: CONSTRUCT' 8" CURB AND GUTTER PER CI'T'Y STD. NO. 303 607 L.F. . .. ._ : pry. _... _ a T AN TTI IN ) T A } _ 5 _ I. }} � ) #� c�r �rY)� __ ._ ..._ 2V } ''.+ QT 1F CL '� 3 � � 6 t �i,] # # # } tt :f v)ic „Sr + r c� + 3� o (n j E+ 1 L L9 g Ll - .���,E;4 - t 1 QS 3 �?. , �. 2 6 1,C)1. , 1 { f-_ { ..._: Cl ) CONSTRUCT 6" A.C. PAVING OVER 5" BASE SID ON R=76, TI 8830 S.F. 51 351cal= 'c� E . T f' , ,� I ,8 ,% ; Q } t, I-- ; � ,- ca } 3 } (Bn. =9) }} 13A EXISTING POiIER POLE TO REMAIN 1 EA. I _ _ �_ .- I -I ' �' _.. _- --• , ,yy(•�- g-._ _t-• �.. _.__. ,..'_. )� ,-6 .. � ! \ 1 9 -�•� � �. -t ?�,�,Tl�i �_ `•1 r. Cfy � �;r u,! � .� cv�li�; ,6 � ,� � # � S � { t } t�°j ] � } 1 } � l 4 { _ (1� ., I rE.R 2 CURB 25 L.F. i I a _ tj ]S j{ (f j 3 REMOVE EXISTING 8" ('URI AND Cll' ' ' AES -ft .-.� ..-..' -_..: �.-..:� {r Ii .. -_. �_ -..j I { $ j . . i f _. # .. �1`, CONSTRUCT MINIMUM 8" P.C.C. PAVING PER SPANDP.E1, i �7 I , tr { {¢ :. f} Cr�7 it j7j}{ t } W y}{. } t .._ 1 1. -� j F: _ 1 S 1 DI;TA 1 I. ON CITY STI). NO. 308 1600 S.F. [�j (} �i 1 11 i - 4 -. i _ .GO _ i { j} t` ... 1 .f. i I ... .. 3' 1 _ _ f I O - p # CONSTRUCT HANDICAP P.AEtI' PER DF,"I'AII. SHEF'f 1 1 F.n. 0,69 _f [�' �� r� °� _I �4�t � f � � 1,t- 1 � .� 1 ... � � � 1 � � � 1 ' � � # �. � � 1 � � � � � (15B EXISTING TRAFFIC SIGNAL, WITH STREET LIGHT TO REMAIN. f . � 1 t - _ _.. $ .__ __.._ _ -_ # _ J. f L ! ADJUST TO GRADE: PER CALTRANS PERMIT REQUIREMENT'S 1 EA. # # [ E ST NG{>_ ,E -of P VE IENI } # ]} # { f{ I } }{ } { t - i 16 REMOVE EXISTING P.C.C. PAVING 335 S.F. 113 RE 35 OG �� Lij A CJ J, I 7 j } }j �16f, RELOCATE: F.X1SIlh(. 4 ' CAS MAIN AROUND PROPOSED STORM . _._ __:# _ - _ _ __ } .._ �..__ _. ..-__ a. _- _, ._. .. _ i f DRAIN IMPROVEMENTS AS SHOWN 40 L.F. 1 1 REMOVE EXISTING A.C. PAVING 8830 S.F. I t I { { 'It _ [) (" J � 1 ) ( G J ) r I ('� J l `� f\I G 1 � L I .� u J L I `Y 1 u L � �) G l L i V 1 0 0 +�)/� L 1 � � 0 0, 218+ CJ 0 L� 9 �T V'�J 1 I I21;LO(:n'I'I I{X I S'I'1 NC 'I'I?I.I:I'IIONI{ CAltl.l; I,OWf?R AS NECESSARY 10 1..F. U O RLMOVE: AND Iti:I'IAr:I: A.C. BERM 6/ L.1'. SCALE: VERT: 1 "=4' 1') CONSTRUCT' ONE 5' WIDE OPENING IN A.C. BERM TO ALLOW NOTE: ALL WORK WITHIN HIGHLAND f//.Il/1G/"z9EDF R,9!fN,V/l DRAINAGE INTO EXISTING 18" X 26," C.M.1, STORM DRAIN ] F.A. WILL REQUIRE 1617"11)I�fD//iY14PZ�3 H 0 R I Z: 1 "=40' AVENUE LL EQU RE z , II , Z o PORTION ON OI' I{X 1 S'I'1 NG WAI,1. TO REMAIN I N 1 , 1..i'. !y/zi 1A O/lD��r�1./'il9`Dl/��EO o PERMIT FROM CALTRANS � ,pY ,/,/� U/ �/� �/ /iU iTIY� TO BECONSTRUCTED PER HAVEN 21 CONSTRUCT A.C. PAVING AND BASE: TO MATCH EXISTING ��f�/IJf�Df�ZI &W-/ � �l�/���y�'����y �' Z VENUE MEDIAN IMF'Ri'VEMENT CENTERLINE OF CONSTRUCTION sl:crloN I65o S.F. o _-- PLAN PHASE IV A. REVISION PER HIGHLAND AVENUE STREET BASIS OF BEARINGS Q IA THIS P_AN SET 21A INSTAI.1, A 3' -4" BY 1'-11 5/8" T1'PF, 24-9 GRATE, PER i) EXISTING CONCRETE ISLAND , „ CENT EKLINE OF IMPROVEMENTS IMPROVEMENT DWG. NO. 1002 O INSTALLSTANDARD3' -4" B 077-A OVER STYPE 24 18"x28" GMP 1 EA. + U (N 00°02 47 E PER PARCEL MAP 9416% + z PEF( Pr- - — — - . N^. CALTRANS'.3416 — _ - 00 C.�LIJ 17 7g 22 INSTALL 16,000 HPSV LUMEN STREET LIGHT BY SOUTHERN _ _ _ _ N 00° 17'45" E _ 1317 , 9S cV m W CALIFORNIA EDISON, PAID AND COORDINATED BY CONTRACTOR 2 EA. N w CENTERLINE OF CONSTRUCTION _ _ _ _ _ _ __ N.89056'00"W. N.89056'00"W PER HIGHLAND AVENUE STREET o 23 EXISTING SIGNS TO BE RF:I.00ATFD AS SHOWN ON SIGNING O 11.00 23.05' IMPROVEMENT DWG. NO. 1002 HAVEN 0 AVENUE w AND STRIPING PIANS (NO.1'E: EXIS'T'ING SIGN 1'YPF AS , Z -� 0�-�-'7+ 45 �- SHOWN ON PIAN) 6 EA. FD. BRASS DISK. STAMPED - __.� _ EXIST. SEWER .H.� __ I _ _ t` --- 23A EXISTING SIGN TO BE RELOCATED 2' FROM BACK of CURB 2 EA. TIN R7W PER CITY TIE AND =� "'x TO REMAIN o APPROX. LOCATION OF SAWCUT LINE + '�' - CV U 6 (o 27 N C� l24 EXISTING IRRIGATION CONTROL VALVE TO BE RELOCATED 1 EA. P.M. 9416 RCE 21759 26 25 T APPROX. LOCATION 17 '�' + ~ 12 13 6 12 K) 2 i• 35 36 W OF. SAWCl1� LINE j (' 2 + EXIST. ELECTRIC VAULT 14 - 4 EXIST. SEWER MANHOLE TO REMAIN w _ ._l IEg c•� 9 c" �' WITH M.H. T REMAIN 5 5 3 8 16 „ 1':2 5) CONSTRUCT TYPE A2-8 CURB AND GUTTER PER CALTRANS ,� —T ,r- 10 VCP SEWER I STD. N-8A OVER 4" CLASS II AGG. BASE 55 L.F. 611 GAS 70 VCP SEWER II I 4B 4 G7?� N 6 GAS 27 I 6 GAS to _4" GAS T_ l _ _ -- - - ` _ __- - i2G CONSTRUCT 4" P.C.C. CON7'ICUOUS SIDEWALK TO MEET �t- - - - - I - - _ - - - - - - STATE. AND CITY R Q IREMlNTS 2625 S.F. ' • --'- �--'-- '- , - ",; ' �' � -- ;.. -- __ -_ _ ._ ,- _. � - ' , '�' _ i '� • • o.- • � 4" GAS F, u 213 + 52._05 OF CONST. HAVEN AVE. 13 ,. 2( (S) DIB ` 8» - --� _ __ 23A _ _ .. _ (,7 INSTALL, STREET TREES MAGNOLIA GRANDIFLORA MAJESTIC j� .. 0 WATER "' HIGHLAND AVE. Z 25 �A -' - -- _ _ — -- -- - - ) •"' 15 -FD LEAD S TA BEAUTY AT 60' O.C. PER NOTES THIS SHEF,T AND j - - EXIST TRAFFIC SIGNAL AND BOXTOREMnIN _ _ _ - j t 22 C4) �,, , 15A' . L CK CITY STD. 601 (/S /lo �+:ni'.r�v�+► ) 2 EA. NkGF USED CURB r ? l �' I 26 - 'z �z x z��- �1"71'" �• 5 (NO RECORD). TIE OFF AND R.O.W. 13 A : � r Ir z z >- z 4 23 �' -• REPLACE IN KIND TO JOIN PROPOSED BERM �" Z z w Q > Q Q C z Q � Q Q Q E- 20 14 18 ~ 21 z o Q V) o w w > w w I w > w 3 LL) ;'•o 23A FD. LEAD & DISK Lij Q W _ I - r � r 0 Ir w _ �W x �+ u p c � o (r _ L.S.2988 PER P.M. 9416 (n c� > o „ 1 �� _ LL O W ;r w O > O O w O `4 V �4 '\ 4� = O = U O t� 1 7 7 2O CONSTRUCT 27 RCP (1 1.5% (D 2000) 32 n w 3 LLj -w � o r \ 1, 0 C) H- EXIST. LIGHT ` SEE TYPICAL SECTION DETAIL SHEET NO. 1 74 L.F. J H Z H Lo EXIST. BLDG. > O tl Q wZ Z �, �, - - , - u o o z a J za w� b \ eQ W N z z 10 24 TO REMAIN (1� 19 / Q p m `� `' ��Z LL x x w Q F.F. 516.3 Q ) 21 EXISTING ELECT. LINE I 9A CONSTRUCT AC FLUME: TO COVER EXISTING WATER LINE Ln o W W w I W H- �'� C� CI) O`W O J Z �- Q (2w ww �\ Q� w w w Q (PROTECT IN PLACE) BY 1.0 FEET MINIMUM 20 L.F. w F COD LL • � �- C,, p APPROX. LOCATION OF SNOT Q -: �- _ ) j� ( . z Z O O N O/ W~ NO � lel `� �C 22� N O � � 3 Q U E• Q I m Z �, a N cUa I Cv- �Q C�' O%vt W z ��I O O �SAWCUT LINE THE PURE'OSF, OF THIS QUANTITY ESTIMATE IS FOR CITY PERMITS AND FEES X z p/H X j� �] V COQ O F- F- �1�C 12 ONLY. THF. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN EXISTING 18"X26" _ . - ! x o a (n w dcn :..: :. :..::......: :...: : : : :: .:... `a 3 .... . . ... ... ...: ,., 16 5g _� w�\ w - _ ... ; : , .. ... �_ l cO _ MATERIAL QUANTITIES FOR BIDDING, CONTRACTING AND CONSTRUCTION PURPOSES. 21A v i x x N 5� �:. ... C.M.P. STORM DRAIN I' , I I \ Q W �Nw ;• :r. ��p :, : .:.,: a LX THE ENGINEER ASSUMES NO RESPONSIBILITY FOR MATERIAL QUANTITIES. 0 REMAIN ...::.:.:-. : .:" ��G ..... r : / z � J I //\ \ $v8v ``' <5N66206 � Z DO z '�O O z �` `i O K `: l51 c Q LTJ z 80 40 20 0 20 40 80 120 LIJ J i o -JJ16f'll/ll/.YE �c W I- F-- 3 z' m Df�,1l�E Wil/ /3 D r. * (4,Q 4j ti P JEF G�lr Or�/I/1///�G�l, IM2. — o o �--• SCALE 1 „ - 4 0' Q �Z o L b � � _ �Pf/'%J/D/j'�fDr9/IDD/l/O�Y,9L DATA TABLE _ �- z - ��`. o i°.�i �9y Ti�EE/D�YfI�PUIl/DDDD�Y REVISED DESIGN SOUrH OF SrA 216 60 Q � ,� D ww o Q ao c n >E e� X SYMBOL BEARING/DELTA LENGTH RADIUS TANGENT m ►�o t ,PfW-1 ref/-gz9//17y /Ylf//.1'J"ZI EE N W SHEET BY LAND Eit/GR. 2 i4jgs W IY _ 1( O D LJ - Y ti t TRANSITION N 11036'26" E 58.59' cl Ir w U � \ i ``, p � DESCRIPTION OF REVISION _ O ., p /2 \ Q M` DATE APPROVED 3: 1 p w D\ e \ L�� CURB RETURN 69°21'40" 36.32' 30.00' 20.76' x m>_ ; �o� � �� ti CITY OF RANCHO CUCAMONGA w OD I Wb Q Q \\, `,v� \ ��p - - 0) \ U- OD z \z INN Q \'4 3O TRANSITION N 80°58'05 E 55 .69' ti o ti � � acn I\ z oa �� �I �� � ��`� � /�/l.I zyzT�YJI�PI//Y/7x FLAN AND PROFILE LLE CUP 88- 18 AVID N Z \ DETA/L ���fEjzf ZZ� &f/� --CONSI'RUCrION PFR 3 HAVEN AVENUE o Nor To-rL^AZE 1MPR0YCXf'Nr PLAN \ E,�/1T1,W a W �Yl�11z1r1y �a v l I'� y� � /Daz GF/�/rY0 BETWEEN f ll/�Pf !D../' � �' Lf�1DrY .AYE o ; 6T 67 �if'fllf II DF l'l/� - v N � � . �, � HIGHLAND AVE & LEMON AVE I NO 46012 , , (p W �/1/OPi90�/El'T © SEE SHEET 2A cc EXP,6,A* ; 2O 3AWCUr LINE ,Z0 o BENCHMARK: 6.S I , BEN -- APPROVED BY: DATE - y/GyL,��t/O �9Y� DIG KT orf phi GG �� I i / ON UOS CITY ENGINEER:Z"- R.C,E. N�3 cO THE BENCHMARK FOR THIS PLAN IS A BRASS DISC IN 9 ' BASIS FOR BEARINGS: -� - /Y- DIALTOLL FREE TOP OF WEST CONCRETE WALL OF DRAINAGE CHANNEL AT I _ ZP' S10EW,4LK DESIGN RECOMMENDED o a SEG/rl/Pi9D✓E�'T 1-800-422-4133 THE SOUTHWEST CORNER OF HIGHLAND AVENUE AND HAVEN I _ �•r`�PT THE SOUTH END OF 4 FOOT CHAIN LINK THE BASIS OF BEARINGS FOR THIS PLAN IS THE CENTERLINE OF HAVEN AVENUE AS `/ 1 — ,� NASLAND ENGINEERING m AVENUE AND AT , k,4RlFS 11% rO Z•e% Q.J.M. & N.A.S. N O Q AT LEAST TWO DAYS SHOWN ON PARCEL MAP NO. 9416. BEFORE YOU DIG FENCE- -44 FEET WEST OF CENTERLINE OF SOUTH BOUND YAR/ES 15.7, AO f.2% DRAWN V3359 � T LANES OF HAVEN AVENUE AND 146 FEET SOUTH OF CIVIL ENGINEERING SURVEYING LAND PLANNING SHEET U►IOERCJtOLIND SERVICE ALEM OF>OUT/�HN CALFORMA I . E. N 0 0°0 2'4 7" E CENTERLINE OF HIGHLAND AVENUE No. 92-s. TYPICAL SECTION D/lTQ�UCE,�S�'E!E����' CHICAGO AVENUE, RIVERSIDE, CALIFORNIA, 92507 w y0 9l/I�E T MEET E�/�T_ .!'LSF _ D N.A.S. (714) 784-3300 2 of 2 z ELEVATION 1478.026 MEAN SEA LEVEL DATUM. CHECKED DRAWNING NO. LOOKING NORTH NO SCALE J.J. MYHRE R.C.E. N'J. 46012 ? T.T•F, DAA i 0- 16_- 9 I FILE N0. - _ - SHEET Z OF� GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS - WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT o NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE � ' "" 500 OSOLELY RAT I ONS�WFiETHERFOR ANY OR NOT DSUCH�FAC�LET I ES X I ST I NSG FAC I 1L�1 T�S�SULT�I N�GSD I RECTLY OR I t�I RECTLY FROM H I S 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY " C. L. ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. " - 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. " 6. ALL SEWER, WATER, ELECTRIC , GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE R COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. EXIS77NG CENTERLINE GRADE 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL 490 % "'" " 490 TESTS OR DETERM I NAT I ONS COMPLETED TO VERIFY STABILITY 0 I L CONTENT AND GRADATION OF ASPHALT PAVING. ' 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. C• L• " " " "" C. L. LISTING AL OFTESTS OR AGGREGATE DETERMINATIONS MINATIONS COMPLETED TO VERIFY: R VALUE, SIEVE ANALYSIS AND SAND EQUIVALE. N 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). ca 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-MADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB--GRADE AND ALL VOIDS OR DEPRESSIONS Z SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-{MADE, A SOILS 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 W N o W PAVEMENT WIDTH PRIOR TO PAVING. EXIS77NG TOP OF CURB GRADE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK 480 Q to LQ cb Q � v 4.p6% REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED o; PROPOSED TOP OF CURB GRADE N 500 AS INCLUDED IN THE OTHER ITEMS OF WORK. o Z Z ao w 14. STREET SIGNS PER CITY OF RANICHIO CUCAMONGA STANDARD NtJtiBERS 401-A AND 401-8 SHALL BE CONSTRUCTED AT EACH C. L. of Q Q o v co N 41 T. C. INTERSECTION. N o �' c6 06 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND m `* m + + o OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. Q N N 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN , HAZARD FREE, ORDERLY STATE , THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. o m W 2 m �i, 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. c� N m m CONSTRICTION NOTES QUANTITY N 100 00' VC 4 g876 Ol CONSTRUCT 6" A.C. PAVING OVER 5" BASE 2 ,790 SF PVI STA = 216+02 BASED ON R=76 , T I 490 PVI ELEV = 495.86 490 OCONSTRUCT TYPE A2­8 CURB AND GUTTER PER STD. PLAN NO. 104 185 LF T. C. T. C. OCONSTRUCT 6 ' WIDE 4" P.C.C. SIDEWALK PER STD. PLAN NO. 103 1 ,110 SF i Q3 O RELOCATE EXISTING SIGNS TO BACK OF SIDEWALK AT NEW GRADE. 4 EA SIGN POST INSTALLATION PER STD. PLAN NO. 401-A & B OSAWCUT EXISTING A.C. PAVING 236 LF OREMOVE EXISTING A.C. PAVING 4 ,020 SF PROFILE HAVEN AVENUE OEXISTING POWER POLE & GUY TO REMAIN 2 EA SCALE: HORIZ. 1" = 20' VERT. 1" = 4' 480 O8 EXISTING TELEPHONE MANHOLE TO REMAIN 1 EA ORELOCATE EXISTING TRAFFIC SIGNAL BOX OUT OF SIDEWALK 1 EA T. C. 214+ 00 215+ 00 216+ 00 217+ 00 O 10 CONSTRUCT TYPE Dl--8 A.C. BERM PER STD. PLAN NO. 104 15 LF Y G REMOVE EXISTING BURIED CONCRETE STRUCTURE 1 LS (EXACT DEPTH UNKNOWN) Q IMPROVEMENTS CONSTRUCTED PER CITY 1 +52.05 NSTR CTI N C.L. HAVEN AVENUE= ~ w cn DRAWING NO. 1463 SH.2 12 INSTALL STREET LIGHT, 16000 HPSV LUMENS BY S.C.E.; 1 EA C.L. HIGHLAND AVENUE Qui a C.L. OF CONSTRUCTION PER H AVEN AVENUE z (PHASE I OF C.U.P. 88-18) PAID FOR AND COORDINATED BY THE DEVELOPER 0 000, � � CITY DRAWING N0. 1002 �. - 13 EXISTING SEWER MANHOLE TO BE ADJUSTED TO GRADE 4 EA 14- 214+00 215+00 216+00 217+00 z o w - EXISTING DIRT MEDIAN o �; ,. - - - - - - - STRIPE PAVEMENT PER CALTRANS DETAILS 9 do 28 AS SHOWN ON PLAN 440 LF 14 --- _ o N 000 1_r 45 E 1317.93' (TO C.L. LEMON AVE.) - _ PAINT TRAFFIC LEGENDS PER CALTRANS STD. DETAILS AS SHOWN ON FLAN 3 EA tit w m RESTRIPE DBL. YELLOW " z EXISTING STRIPING EXISTING 4 WHITE o o °° o' o PER CALTRANS DETAIL 29 N `�- DASHED STRIPE 0 0 0 D TO MEET EXISTING EDGE LINE �5� o X77. '-- o (~n do MARKINGS TO 16 INSTALL CONDUIT do PULL ROPE - CONNECT TO EXISTING STREET LIGHT AT 136 LF C) Q 6 o v �i `- o EXISTING EDGE `:P=--'� o x REMAIN (TYP.) STATION 217+36. COOR I D I NATE WITH SOUTHER CALIFORNIA EDI SON ---- --- ?I) ---- - -- _- -- -- ------ - - -- ---- - 0 - co � -- -------- E � - XIS` NN ----- --- - -- - + -z ---+ d - - - + �F PAV-rMENT ----- � - _ -� ._. + Z EXTEND PROPOSED NOTE BENCHMARK TRAFFIC SIGNAL � o � oo o 1:1 � R�� � �� � � w z w ^ 13s p i STRIPE TO MEET PROPOSED 4 TO REMAIN cv m c� w m 13 5 �� N -� N N 14 LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON BROKEN WHITE Y_ EXISTING (1100 ) THIS PLAN ARE APPROXIMATE AND ARE BASED ON AVAILABLE N0. 92-B PER CALTRANS DETAIL 9 -'�- - -'" - � "' _-'-' �" - -' -'---- -' RECORD INFORMATION. OTHER UTILITIES NOT OF RECORD MAY EXIST BRASS DISC IN TOP OF WEST CONCRETE WALL / 15 - 13 15 THAT ARE NOT SHOWN. CONTRACTOR IS REQUIRED TO NOTIFY DRAINAGE CHANNEL AT SW CORNER OF HIGHLAND _ PROPOSED- _______._ _______ _-___________ ____ _____-__ ___ _ /• � UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO START OF AVE. AND HAVEN AVE. (146 t SOUTH OF C.L. SOLID WHITE �p� -; :? R 2 -_y # - --- --- - - - -------- ---- WORK. CONTRACTOR SHOULD POTHOLE TO VERIFY EXISTING OF HIGHLAND) PER CALTRANS DETAIL 276 / " T - _ ___. - - ---_-_ ----__---- --- - _. UTILITIES LOCATION PRIOR TO CONSTRUCTION AND NOTIFY - ._ _... - --------- - - ----- --- - -- _.._ - _ _. :_ . - _.. - - - --._ _.. -- ._. - -- _ - - 0 }4 - _ -- _ . . ELEVATION: 1478.026 M.S.L. THE ENGINEER OF WORK OF ANY DISCREPANCIES. • n co 1110 . 4 0 - - 1 _ . }- EXISTING AC BERM do A --- EXISTING - - _ Q DRAINAGE DITCH = - " - - - - _ _ - - -`____`- - - - - - - - - - - - - - _ o TO REMAIN ,. / --- -� ` - -'_�`\ 6' - -- - e - -- _'� 4 9 - - - - - - - - - - - OQ pFESS/p��a LLJ j�p _ -- . _ . _ 7 _. _ _ _ ._. ._ - ?. . _ _ _ ._ .. _. _. ._ _ _ _ __ _ �' pG�IFc CITY Q = MEET EXISTING ` - _ A. LLJ z CD STRIPING ^ 8 __ _ _ _ R/W �, 7 DESCRIPTION OF REVISION rn A APPROVED Q = �/� '� - 14 0. m C-6 w jo / ,�; I ;� ` j 3 c/L 3 Ex;irPs: l213/ CITY OF RANCHO CUCAMONGA w EXISTING 4 SOLID Jl �Q CE WHITE STRIPE \ `� � ql CIVIC �� Z L.Li _ '� / �- r F o PLAN AND PROFILE H / i s I \ W OF CUP 88-18 CDIP '"/6� / //�~ J , I u= ��\ I HAVEN AVENUE 1520 20 DATEs c.nBETWEEN 6.5' MICHAEL .EXISINGOUND RCE 47604 XP 12/31/95 HIGHLAND AVE & LEMON AVE PLAN: HAVEN AVENUE SAWCUT LINE EXISTING IMPROVEMENTS SCALE: 1" = 20' 2 DIL APPROVED BY: DATF�-c -2 - - _ _ _ _ _ _ _ .O CITY ENGINE - R.C.E. N0. 24953. e. ......� - - --- - - --- - 2:1 SLOPE "` r RECOMMENDED -- - SCALE. 1 ) = 20' DIAL TOLL FREE DESIGN VARIES 1.3°Io TO 2.870 ( ' L ` M.A.M. NAKAND VARIES 1.570 TO 4.2% DISTANCE AS NECESSARY 1 -800-422-4133 RING 1 3 TO MEET EXIST. SLOPE V DRAWN SHEET TYPICAL SECTION AT LEAST TWO DAYS M.A.M. ='Owr bow CM 0VIl"MW Sm`�°'�'0F�1°� 2A I3 L BEFORE YOU DIG - OF STA 214+75.00 TO STA 216+60.00 CHECKED DRAWING NO. M.A. MEDOFER R.C.E. No. 47604 CD NO SCALE cliM.A.M. DATE 01 -05-95 FlLE N0. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 146 3 0 . . rn r 1 f BENCH MARK : GENERAL NOTES i NDT APPL JC ABLE 1. All work shall be done in accordance with these plans, the City of d 4w4C5Tx�'T/oA1 BENCH MARK NO. 96-8 AT THE NWC OF HAVEN AVE. Rancho Cucamonga Standards and the Standard Specifications for Public t1I471'01V rE Works Construction - /PSB edition. Contractor shall be familiar19TH ST. , 44 FT. W. HAVEN with and shall be responsible for adherance to these Standards and S�TD �• /'¢� 4��0161 71 �� & 83 FT. N. 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP Specifications, (AND PER REVISION® AS NOTED 140MON) Q/ AT TIIE E. END OF A HEAD WALL 2. All pipelines or substructures of any kind, telephone or power poles, 7� 7 / 5 FOR 3-24" CMP--ELEV. 1430.686 fire h /' water meters, valves, hydrants, etc. shown or not shown on these 2 / W. plans within the right-of-way limits or in adjacent areas whererh ' improvement work is to be done shall be removed, relocated or protected 4 .¢ Z in place as required at no cost to the City of Rancho Cucamonga. contractor performing work on this project shall familiarize him- I /72Y. 3. Any P 8 P j �_ � self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. T. ,4.C. J .4 G,� /G / 7-Imo � / vEi�fEn/ 5 a.c. PNMT 4. A permit shall be obtained from the City of Rancho Cucamonga EngineeringI/E/N1,E,7 AMUSAMW Department prior to any encroachment or construction within City of Roav Rancho Cucamonga easement or right-of-way. 57AZ/S��4, GE0 Tb 2/73/017,431,990J SrA - 017-031-00 V Z/9-A S/, OID � N.T.S. NT.S. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points TYPICAL SECTIONS STREET within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer J CONSTRUCTION NOTES and QUANTITIES rorAL ZINIr as needed at warped or vertical curve areas. LANE / CONST. G"A.C. .414vEMEn/r OVER S" 466Rf64TE /, 983 sF. 6. All sewer, water, electric, gas, phone or other utility laterals, �" I �'ONST L.JMITS� mains, or crossings shall be constructed prior to paving.g p g. �CY•K/$T. O./O' MIN ,4C. Ol/ERLAy SEE "FEATi�/EROETA/L " TF/S .SyEEJ"�, 8� 547 S. � Q OF PH.I�A Ip>�VI Q--sAA1ez1r 4X/ST/rt,6 A.C. PAVEMEM- /�/3 7 411=. A✓ENUE SSD PER G UP88/ ®--awsr. 8" cues avey ovme ciry,-00 AV .301 wlrN EXF�sEo AI6GR�G.47.2 � PHASE=A COrv's7R41Cr10^1 PE.e SoEci�irC4 T/GWS. 13-19 F. .a✓E,vaE SEE 991=5A /W. Z REMOt�E EX/ST//l/G ,�.C. PAI/EMeA1r- 3, 27 S.F. ra , 0 � .STREET 6--AZ-A7NER A.C. 0;1eRZAY 70 MAIC/,/ EX/ST/AAG FOR S 1 .,4V/N SEE "FEA771ER OR-7A14.," 77y/5 .S,S/EET). NCMAVA 9. Prior to installatic*t of any Having, a materials report shall be �REMOI/E EX/677/vG' CQTC'f/ Q45✓/V AA/17 C.Mf�j �4T �VEG BZ5?M. EA. submitted to the City Engineer. Listing all tests or determinations '4 completed to verify: Sieve analysis and sand equivalent of o-REMOOf EX/ST//V6 COVC. CL/R,6 � 6ZUTTER. aggregate base. a--CONST. TRAFF/C S✓G/V.44 ZooimS 0 R' STA/L 7N/5 SWH77.. GR4 E 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to determine structural sections (prior to final plan approval) �O COLO BANE EX/ST A.C. �VEMENT moi? F,E,4Tf/EGL'TA/L Tf1/S.S�ET. �4�0 ,Q •F oao /�---CG"T TRAcF/C /Se_4A.,V FLARE PER CITY S717. ^0 3/4. Z c,�vuacN /3 /NSTAGC 3' &.4Z~1Z&50 SC/,/. 40 STEEL P/PE SZ,4-,cMcoi w WRASr47.&W ,¢2 - SrREET ,10YRE AVO 2" CLASS 3/S P.V.C. SL EFS ACW COA/77eOZ AV/QE'cS. a✓Z 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 4ORI6,11VAL "PHASE 17A' Q vA1VTI T7E5 NOT Fdt�7X//[L applied at the manufacturer's recommended rate for the full pavement APPL I C ABL E PER CUP 88-/96ix[E✓ width prior to paving. NOTAPPL (CABLE ® 300' SEE SEPARATE- 731 EPARATE7,3' 51C�NAL15T-RI PI/VG Q 2/' o �' PLAN FOR CUP SS-lS 4R51r0WQ ALL WORK 514ALL BE DONE IN ACCORDANCE WrM GENERAL NOTE NO. I NASNwNY AND WITH THE FE61AL PROVISIONS AS PREPARED BY `MADOLE AND ra ASSOCIATES INC., DATED JULY 1989 AND ON FILE IN THE s Er OFFICE OF THE CITY ENGINEER PER G.U.P. 88 - 18. RIR THE RVISIONS TIED -TO C.U.P. 88 -18 DO NOT INCLUDE APPROVAL, ZoT� OF 'THE MEDIAN LIGHTING ON SUEET 51 APPROVAL OF WKICH IS sr. sr IA STILL PENDING. PRIOR TO CAMMENCEMENT OF THE Igo DAY MAINTENANCE PER1001 THE DEVELOPER SHALL `� 1 LEFT TI/RN LAVEarm OBTAIN FROM-Mr- cI`T1( MEO/.4/V /5GAN0 STREET WE APPROVED L.IG TING DESIGN AND RAVE THE COMPLETE 7 r LI04"S SYSTEM INSTALL.EO AND OPERATIONAL, 17 Native soil to be scarified or ripped between median curbs prior 8` 9r 7 � sre�-Er to fill placement. - nv IA srRE�r 18 Contact underground services alert as required,-*ems•-working days prior to excavation. Phone 9 1-800-422-4133 . Provided for your ¢" 5TR/PE convenience are the following. W �P OV � g INDEX MAP B. General Telephone (800) 422-4132 /VOTE•' �� ,vas. L/M? G)� Ol2�RLA)e 727 ,� V 0 C04. /+9XA for underground service AT AN EX/ST// 6RAOE COLD f'YANE Q�,M/N C. Southern California Gas Company (714) 798-7739EQk AN ,ESC/STl/ 1(F OVERLAY cuee �e E� 1981 W. Eugonic ]venue L/NE,it/f/ERE ft25�5/d�E SPECIAL PROVISIONS NO-TE ADDED BY THE GCTY Redlands, Ce 92373 Est'/ST A•C. © AND PER G.U.P 88-18. D. Cucamonga County Neter District (714) 987-x591 — / AoFLIMITS OF"PI4A5EVA i?V/SEG PE•F; ANL' czvDITi� /9641 Sen Bernardino Road Ca1C0 PLANE EXAST A.C. CUP$S-/8 BY C/TY E>I/'�.A'V l Reecho Cucamonga, Ce 91730 O erwe PARK DEV. Tllo �L �O�? O./�"M//V. OI�ERL•4Y 5H0 GOit/3 TRt/cTro v DET'wEEN KA vEAt g S 1L Vl LL AG E A"M FREE VVA Y OFF-RAMP ;4 3. Metropolitan Nater District (714) 593-7474 TYPICAL FEATHER DETAILD ESC R IPTI 0 N o f REVISION P.O. Box 54153 SIGNAL LOOP PLACEMENT DETAIL GATEIAPPROVE Los Angeles , Ce 90054 MrS. NT3 CITY of RANCHO CUCAMONGA F. Pacific Telephone Company (714) 999-5639 G. Southern Ca4fornia Edison Company (714) 257-G2Z7 HAVEN AVENUE Fn�ana. � LA `j233Co ;`,•:. • z` MEDIAN IMPROVEMENT Z 19 The final or surface layer of asphaltic concrete roadway pavement -�j shall not be placed until all utilities A utility laterals within `�'V� the roadway have been installed, all on-site improvements including HAVEN 1 200 SOUTH all grading - have been completed, and all unacceptable parkway and _ - roadway improvements are removed and replaced to the satisfaction of '`r_` `�`1-%`� APPROVED BY 5ATE the city engineer. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE CITY ENGINEER RCE No 22397 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR SHALL VERIFY ALL DESIGN MADOLE AND-ASSOCIATES, INC. _ STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF CONDITIONS AND DIMENSIONS RECOMMENDED AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE AND SHALL REPORT ALL DIS- OF SAN BERNARDINO COUNTY �A4 CONSULTING CIVIL ENGINEERING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CREPANCIES TO THE ENGINEER CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PRIOR TO THE COMMENCEMENT DRAWN AND LAND PLANNING SHEET 545N.Mountaln Ave.,Suite 106 PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OF WORK. UPLAND CALIFORNIA 91786 NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION PHON9(714) 94 -2949 OF ro OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. MEC KED RCE. No �¢ DRAWING NO. ATE AIZZI FILE No ' q63 . 51 157 o� /3 ,. � SOC. O . 41. ; o i Q rt BENCH MARK : . : � r O w r M,��%�w . . . B C i `� _J�. sb j 12 - ° �., ! BENCH MARK N0. 96-B j i % - � �� � II N ?� t AT THE NWC OF HAVEN t. b N VE AVE. h i Q 8 n } % . '°�' �' i ? 19TH ST. , 44 FT. W. HAVEN Emmpm : 4,00': p Q m n / fS. 37 # 4 °: (, at 83 N 19TH S SET : : . . a , . . : . 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G 3 3�/ 2/0 2// �2/0 l2/3 � �2/g�V .- 2/5 2/6 2/7 2/8 2/J Z O c 22/ 222 %w � 4 � SPE C /A L NOTE Q) 8 J h g t,, ? c�sk'rCK MQ4T,Eh' PLUG e� CNA�/NEL fti/1�G ��k -t �. 4,�1 M 0 E cc urr��v.voTE 7 � ( -tn,,� PLAN PORTIONS 5NOWN X S FADE 3� - qy ti I E� Z I Q . OUT/8ACKOROP ARE NOTAPPiCABI- + Q 1 �,��t : /'.. 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L 1-1._ _., :�.� II -- �.0 SEE SPECIAL NOT o N o •o v W O EMOVA I� �� 11 b , '� E a rt o L/4GEM , Q $ �,, \� 11 � 3 � ti HEREON�TYPICAL $ h ° OF-SAME E �-0 �� . 0 g g � � �` II � Q / -. ��, m - N NI � S � I� �� I I i t�h�l -g N ti N 'ti f l�' OC _ _ � I pr \ �/ W li. 1*1 N . *,F 0 �` r z.Q ,� ti % N �N uJ LIM/-rSOF"P%4ASE�A"REV6EO AEl2 RAND coNDIT/ON5 o : �, 41 �:_'� `: / �`�: s ^� �= IA pF cua 88-18 sr c/rr �ivG.av rY/CoM+PARK DEV. S'�i0� moi(' N� N N +/is� ` - k \��O SNOW GO�/STRUCT/oN �EE.�/ �- � �D/t/STRl1CT/O/� NOTES • 4BEr `yAV6v �� 11 •� , VILLAGE AA10 r4iruRE FREEWAY OFF-RAMP ` it 11 t_\ Q-CONST G A.G. RA✓E/"IEMT ovER -5 AGGREGATE e�SE A L I V �f m \ ! " DESCRIPTION of REVISION �, I J 20--CONST. O./D MIA/. A.C. OVE,PLAY rSEE FEATyE�?OETA/L 6gRr7- i ) FOR .U.P. 89-/8 � ® DATE A P P R 0 V E \ �\ ( -5Ah/CY/T EX/5T/NG• A.G. P.4VEME/VT s O % CURVE '0A \ = 2 CL CITY of RANCHO CUCAMONGA •-�'�"� tea- a^'• 4�-COM,6r. 8" CUl¢8 ONLY PER CITY .6TD. /1/O. -40/ JV/7A,/ EXPOSED 4GGRA17,4TE ® O a 1 f� 7 I C40"ST�2UC7'1CW PER SPEC/F/CAT10AA5. q� �, HAVEN AVENUE „ : ( /2J-/?ENDUE Ek/ST/�t/6 A.C. RAVEME/VY 1� CUSPVE Oh--rA O l:.J /Q `/0 I? 2l')5.00 g5.3, 22.;6 3 � (}--FEATHER A.C. O`E,eLAy Ta /�4TCA! EX/.5'T/N6 Foe sMooT,� �o�N R L, T A ? MEDIAN IMPROVEMENT N/C//L, MO A VEA141� (sEE FEATf-/ne OETA/L sovEeT 1 ) � a 4400 � F*(5r 4.46 <4T • ® 3 ` l0.28 5.ZO 1Zd 4K © N --tel Tom., -_�� ,� .o-��-n E��i4�1:tel/ ,�I�A� -G ,e 1 &A d+t6-�4;d=S;. 6��ta�F�,R�4^�- Q ,� N ,� c 8 ' a3a' 4.k2 60° o HAVEN VLLAGE TO 200 SOUTH --�-,�,•4►��r t67�s��r--6;Ally E- m" �x ��- Z APPROVE 0 8Y �. A 7E . �;��j., / CONST. TRAFF/C 5/GNAL LOOPS PE'.2 -A_a,,."_ 6�+��',L_'®C.U. P• 89-/$ 5/if AIAL PLA/V �1 T ENGINEER °' " "� � RCE.Nb 2 3` 7 CJ Y E EER ,r� 9 @_ COLO PLANE EX/5r. A.C• A4veMENT HiQ "F=eAr,NER Pe7A- 14 5A66ET j 3 DESIGN MADOL ASSOCIATES, INC. RECOMMENDED // 5,15, Of SAN BERNARDINO COUNTY j 4" CONSULTING CIVIL ENGINEERING /2 COA45T. TiQ4FF/C 1SLAA10 FLARE �'R C/TY SM. Ivo. DRAWN AND LAND PLANNING• SHEET .3/4. 545 N.Mountain Ave.,Sults los C.�,6. UPLAND CALIFORNIA 91786 _ OF- 4& F © &- AV57A41- A•l" 6.4LVAA11ZEG SCH, 40 STEEL P!PE SLEEVE FOR /RR/6AT/D/�/ PHONI�(714) 946-0949 Av 1 - P/Ar ANO RA CLASS .3/S ,0 V. C, 5Z-=_evE FOR Co 77Zk G ` ZIR&-S HEC KED RCE No �� DRAWING 0. AND ?G[A SS n3/5 P. Va a SL EEVL- FOR MEDIAN t/61-t rI&G. /r r 0 T E F I L E N o >>'� /y �o - - - - _ _ . . . . _ - - S1IEE T- 6- OF.. l - __